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Home My WebLink About42442-Z �4�pS�FFO(irCdG� Town of Southold 6/5/2019 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40430 Date: 6/5/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 230 Landing Ln., Greenport SCTM#: 473889 Sec/Block/Lot: 43.4-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/1/2018 pursuant to which Building Permit No. 42442 dated 3/8/2018 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: ONE FAMILY DWELLING(MODULAR)WITH RAISED DECKS, SCREENED PORCH, OUTDOOR SHOWER AND TWO-CAR GARAGE UNDER,PER ZBA DECISION#7250,DATED 03-28-2019, AS APPLIED FOR 1 1 The certificate is issued to UhlendorfFAL&Edith Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0075 04-15-2019 ELECTRICAL CERTIFICATE NO. 42442 10-24-2018 PLUMBERS CERTIFICATION DATED 11-08-2018 17 N 11fixtnas Az A tho e Signature �gUFfp( TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �� • 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#: 42442 Date: 3/8/2018 Permission is hereby granted to: Uhlendorf FAL&Edith Trt 2 Ashleigh Ct Glen Cove, NY 11542 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 230 Landing Ln., Greenport SCTM # 473889 Sec/Block/Lot# 43.4-8 Pursuant to application dated 2/1/2018 and approved by the Building Inspector. To expire on 9/7/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,546.00 -NEW DWELLING $50.00 Total: $1,596.00 t 1 Buildin Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 ,p Date. Q[j�1 f 1b New Construction: ��nn Old or Pre-existing Building: (check one) Location of Property:_ 02�lV LO D]N & Lo House No. Street Hamlet Owner or Owners of Property: y u, 01 yj ya pp Suffolk County Tax Map No 1000,Section Block U Lot O Subdivision ~� Filed Map. Lot:vlr— _— Permit No. d� Date of Permit. Applicant: t�lc��Sb�1�fi `rvv Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Tempora Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature AGl✓1 'I,IETT lull OBn\-ebeing duly sworn,depose and say that I am the owner of the premises located at: J:50 (O rlj t n Cjl Cin ��C��O(� NSI 9 4q and I am designating: �� to represent and act on my behalf as my agent,and to file the necessary documents to obtain a building permit(s). Owne Sworn to fore me this Day Of , 20 AGNIESZKA MARTA RENES SOPOLINSKI _, / B NOTARY PUBLIC-STATE OF NEW YORK (,1 No.01 RE6334035 Notary Signature &Stamp Qualified In Suffolk County My Comminnion Expires 12-07-2019 Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 119711-0959 a� roper.richert@town.southoId.ny.us '� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. O'Brien (Uhlendorf) Address: 230 Landing Ln City. Greenport St: New York Zip. 11944 Building Permit#' 42442 Section 43 Block 4 Lot- 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Tom"s Electric Inc License No: 52893-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 5 Ceding Fixtures 8 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 200a Switches5 Twist Lock Exit Fixtures TVSS Other Equipment. "Modular house" Notes 200a overhead service, 1-ARC fault circuit breaker Inspector Signature: Date: October 24 2018 81-Cert Electrical Compliance Form.xls So Town Hall Annex Telephone(631),765-1802 54 375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 e0ON11 BUILDING DEPARTMENT I�J �,��,..! � Z TOWN OF SOUTHOLD APR 1 5 2019 7" CERTIFICA'rIONU"I H a Date: Building Permit No. Owner:- U, (Please print) Plumber: M A G A Z 7 A (Please print) 1 I certify that the solder used in the water supply system contains less than 2/10 of I% lead. qmw" (Plumbers Si tore) Sworn to before me this 6 day of 6 20_Ze AGNIESZKA MARTA RENES SOPOLiNSKI NOTARY PUBLIC-STATE OF NEW YORK No 1InRSEu6f3f34035 ornmified Suffolk County unty I- ssion Expires 12-07-2019 Notary Public, County IF SOply° TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION-! [FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DO NOT'PROCEE®WITH 9 AP M91 EMP FMA Mq F OF FOUNDATION LOCA)M HAB BEEN A W DATE oG//48 INSPECTOR • f 1111 ifs 1 ` TOWN OF 01 SOUTHOLD BUILDING DEPT. li � 1 / 111 1 , INSPECTION I FOUNDATION 1ST ROUGH PL13G. 1', UNDATION 2ND INSULA , y ELECTRICAL[O�FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION fELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: AD&AWV Loy& aL431-1( cAa&-<ws5 �4vroolyal q tt &ej 0 1 j fig% DATE INSPECTOf ' U u r OE SO(/Tyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 765-1802 -INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (�e__ +(ALL@. - C/Ez--, �( �jD DATE 1017-4141 O 7-4 4 INSPECTOR c pF SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. noun 765-1802 INSPECTION [ FOUNDATION 1ST [ ] GH PLBG. [ ] F NDATION 2ND [ I ULATION [ FRAMING /STRAPPING FINAL NV [ ] FIREPLACE & CHIMNEY, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 'XV xm-/r'o bw ODM 44so PdV f )VO� vat/ fj) D r 1 /l , 0 DATE INSPECTOR /i oe �� X04 SOUTy # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL 140 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: n. 3 ve�4�� vh oN s rte, &&90Iov S��irS •��$; gwwc� Ai%lv�a wt 0 S_� ty\1)�d IV% 6 R&A-0&* lvi)Ki UIMA& 856tA 4ok Ir -DATE INSPECTOR #so TOWN OF SOUTHOLD-BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND NSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: a4m rT v SLkuwv &,A/ Ddo / I? I DATE INSPECTOR From: bret Bret @ eastern con cretecorporation com -PIS - Rr'Subject: L D Date: June 8,2018 at 10:53 AM D To: Krys Zebrowski 'andersreno@gmail com �--' JUN 1 3 2018 Sent from my Spnnt Tablet. gs +';i Vie° .' ,•y� ,. J x r'l', tr'r S. e cf - y 10 At 1 f t i0ol!.kr sv. ve" ! ` :r JP Of 7.1 47 Ir Ok ,ply; �ft�I'� ,f�ii'��_f`n r:�r :�+.1• ' �, •.L "j �. ,may�7�� •,�� . .� � �f . ' .:;•r jai" ,,r�;� L +' , �-•-,.. \ f i Lq .q ��- OWE ~� NEW' YORK BUILDING �? TECHNOLOGY APR 1 5 2019 is GROUP Affidavit Of 2015 IECC Compliance Date: 11/8/2018 Inspection Address: 230 Landing Lane, Greenport NY 11944 F This is to Certify that on 11/8/2018 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: <_3ACH Conditioned Floor Area: 1 1309 Blower Door Test Result: L428 Conditioned Volume: I I 10472 I Leakage in ACH50: 1 2.5 402.4.1.2 2015 IECC Compliance:I IPASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test 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: Main Leakage CFM@25: 33 Supply R-value: 8 Return R-value 8 System 2: Leakage CFM@25: Supply R—value: I Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 33 CFM@25 Leakage Limit: 52 CFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance:I IPASS Signature of Certified RESNET HERS Rater: HERS CSA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Cindy Zeis r' Certification #4337401 607-277-6240 Notice of independent Status.As per the requirements the 2015 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 f NEW YORK .• (BUILDING - T E C H N O L O G Y G R O U P Affidavit Of 2015 IECC Compliance Date: 11/8/2018 Inspection Address: 230 Landing Lane, Greenport NY 11944 This is to Certify that on 11/8/2018 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: <_3ACH Conditioned Floor Area: 13091 1 Blower Door Test Result: 1 428 Conditioned Volume: 1 104721 Leakage in ACH50: 1 2.5 402.4.1.2 2015 IECC Compliance: IPASS 403.2.2 Duct Sealing: (Duct Blaster Test)_The Building duct and plenum system has been tested by post construction test 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: Main Leakage CFM@25: 33 Supply R-value: 8 Return R-value 1 8 System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: I Return R-value Total Combined Leakage: 33 CFM@25 Leakage Limit: 52 CFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance:I I PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Cindy Zeis Certification #4337401 607-277-6240 Notice of independent Status.As per the requirements the 2015 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 parry 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 HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 230 Landing Turn Key Modular Homes 286 Flanders Blvd Flanders NY 11901 (631) 284-3010 NEW YORK BUILDING TECHNOLOGY tilG R 0 U P Prepared by: Thomas Baccarella in accordance with ACCA Manual J 8th edition,V2 Signature: �� Date: 12/4/2017 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 route 25A Building 1 Suite S Miller Place,NY 11764 TeBephone:631495-0289 Falx:631 389-2808 Email: Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 1669Date: Nov 29,2017 NEW YORK r BUILDING IT !° Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www.NYBTG com Project • • For: 230 Landing, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone (631) 284-3010 Email: flandersreno@gmall.com Coohng Equipment Design Conditions Outdoor design DB: 82.0°F Sensible gain- 22528 Btuh Entering coil DB: 75.5°F Outdoor design WB: 71.6°F Latent gain: 5149 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0'F Total gain: 27676 Btuh Indoor RH: 50% Estimated airflow: 967 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1630AJ1NA+RH1V3617STANJA Actual airflow: 967 cfm Sensible capacity: 20300 Btuh 90% of load Latent capacity: 8700 Btuh 169% of load Total capacity: 29000 Btuh 105% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.4°F Heat loss: 24213 Btuh Entering coil DB: 67.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Navien Inc Model: NCB 240E Actual airflow: 967 cfm Output capacity: 28000 Btuh 116% of load Meets all requirements of ACCA Manual S. J - wrightsoft® 2017-Dec-04 11 24 23 Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 A P\NYBTG WORKFLOW\230 Landing lane\230 Landing rup Calc=MJ8 Front Door faces W Load Short Form Job: 1669 NEWYORK m BUILDING Date: Nov 29,2017 �"olp— ` Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B.Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www NYBTG com Project Inf• • For: 230 Landing, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmall.com Design Information Htg Clg Infiltration Outside db(°F) 18 82 Method Simplified Inside db (°F) 72 75 Construction quality Tight Design TD (°F) 54 7 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/Ib) 24 35 HEATING EQUIPMENT COOLING EQUIPMENT Make Navien Inc Make Rheem Trade Navien Trade RHEEM Model NCB 240E Cond RA1630AJlNA AHRI ref Coil RH1V3617STANJA AHRI ref 7941345 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating Input 30000 Btuh Sensible cooling 20300 Btuh Heating output 28000 Btuh Latent cooling 8700 Btuh Temperature rise 26 °F Total cooling 29000 Btuh Actual air flow 967 cfm Actual air flow 967 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed 179 3745 3802 180 167 Bed 2 170 3368 3581 162 157 Bath 2 87 877 312 42 14 Bed 3 149 1591 1465 76 64 Laundry/Hall 86 320 902 15 40 Bath 1 58 694 335 33 15 Kitchen/Dining 210 3961 6014 190 264 Living Room 380 5558 5582 267 245 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoftm 2017-Dec-04 11 24 23 AL ...* ��—,,—.,- -, Right-Suite®Universal 2018 18 0.04 RSU25790 Page 1 A P\NYBTG WORKFLOW\230 Landing lane\230 Landing.rup Calc=MJ8 Front Door faces W Entire House d 1318 20114 21992 967 967 Other equip loads 4099 535 Equip. @ 0.87 RSM 19599- Latent cooling 5149 TOTALS 1318 24213 24748 967 967 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk wrightsoft, 2017-Dec-0411.24.23 Right-Suite®Universal 2018 18.0.04 RSU25790 Page 2 / A P\NYBTG WORKFLOW1230 Landing Iane1230 Landing rup Calc=MJ8 Front Door faces W Project Summar Job: � Y Date: Nov Nov 29,2017 NEW YOflK -® IB o�HuDioi+ By:House y' Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email*Tam@nybtg.com Web www NYBTG.com Project • • For: 230 Landing, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone. (631) 284-3010 Email: flandersreno@gmail.com Notes- D- • n Ifformation Weather: Montauk, NY, US Winter Design Conditions Summer Design Conditions Outside db 18 °F Outside db 82 °F Inside db 72 °F Inside db 75 °F Design TD 54 'F Design TD 7 °F Daily range L Relative humidity 50 % Moisture difference 35 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 18701 Btuh Structure 21686 Btuh Ducts 1413 Btuh Ducts 307 Btuh Central vent(70 cfm) 4099 Btuh Central vent(70 cfm) 535 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24213 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 19599 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 2993 Btuh Ducts 492 Btuh Central vent (70 cfm) 1663 Btuh Heating Cooling Outside air Area(ft') 1318 1318 Equipment latent load 5149 Btuh Volume ft') 10545 10545 Air changes/hour 0.31 0.11 Equipment Total Load (Sen+Lat) 24748 Btuh Equiv.AVF (cfm) 55 19 Req. total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Navien Inc Make Rheem Trade Navien Trade RHEEM Model NCB 240E Cond RA1630AJlNA AHRI ref Coil RH1V3617STANJA AHRI ref 7941345 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 20300 Btuh Heating output 28000 Btuh Latent cooling 8700 Btuh Temperature rise 26 °F Total cooling 29000 Btuh Actual air flow 967 cfm Actual air flow 967 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Orl- =ightsoft- 2017-Dec-04 11 24 23 �" 7 ^�•� ^�••^��^^ ^+ Right-Suite®Universal 2018 18 0 04 RSU25790 Pagel ACOA P\NYBTG WORKFLOWt230 Landing lane\230 Landing rup Calc=MJ8 Front Door faces W Job: 1669 AED Assessment Date: Nov 29,2017 NEW YORK � IBUIIDING Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www NYBTG corn Project • • For: 230 Landing, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 2843010 Email: flandersreno@gmail.com Design Conditions Location: Indoor: Heating Cooling Montauk, NY, US Indoor temperature(°F) 72 75 Elevation: 7 ft Design TD (°F) 54 7 Latitude: 41 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 23.8 35.2 Dry bulb(°F) 18 82 Infiltration: Daily range(°F) - 12 ( L ) Wet bulb(°F) - 72 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 14,000-- 12.000-- 10,000-- Z 4,00012,00010,000 8,000-- 6,000-- 4,000-- 2,000-- 0 ,0006,0004,0002,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Baur of Day /ltury /Arerage /PID4mt Maximum hourly glazing load exceeds average by 16.8%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsOftm 2017-Dec-04 11 24.23 ,��`�, gM,I.NIUakM1in MMAorvo,Wmpn, Right-Suite®Universal 2018 18 0 04 RSU25790 Page 1 P\NYBTG WORKFLOM230 Landing lane\230 Landing.rup Calc=MJ8 Front Door faces. W Right-JO Worksheet Job: 1669 NEN'YD'- Date: Nov 29,2017 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www.NYBTG.com 1 Room name Entire House Bed 1 2 Exposed wall 150 5 ft 26.8 ft 3 Room height 80 ft d 80 ft heat/cool 4 Room dimensions 128 x 14.0 ft 5 Room area 1318 1 ft2 1785 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2--°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vp- 12F-1)sw ' 60-66 'n 348 '" 0.73 386, 318. 1109 232 _O 0 _ .__..0 ._.._._ 0 _..G 4A42ow __. :0 470 . n __.25.19 _ _11.94 ----62. __.---.0--_.vm_1554 —736_-_ 0 0. ,, _._0 -_. _0 W 12F-Osw 0 065 a 3.48 073 222 142 493 103 112 72 250 52 L—G, 4A4-2owd- -_ 0.470, e 25.19 4564 80 _ _0 ... _ 2025_ _ 3669 40 . ., ._ 0 -1013 .,-_ 1835 11 W 12F-Osw 0.065 s 3 48 0.73 380, 286 996 208____- _102 71 246 52 4A4-2ow 0.470 s 2519 22.32 54 0 1356 1201 31 0 777 688 A. : 4A4-2owd_. -_ __,_ _0 470 -s _:>_ 25.19_._„22.32- _ _40 .-- 0,--__ 1013..____. 897_ 0 _ __._0 w,.- ,-._0 _, 0 W 12F-Osw 0 065 w 3.48 0.73 222 156 542 113 M O 0 0 0 4A4-2ow 0 470 w 2519 4564 46 0 1165 2111 0 0 0 0 11J00 600 w 3216 _1344 20 20 646 270 0 0 0 0 C._ 16&38ad,--._- e „0 026 v 1.39 - _1.19 , __1318, _ _1318- ,1837 _ 1513 ,__ 179,, 179..�'.,.249 _213 F _._ 19A-19bswp _-_ ._- Or049_ - __ 2,06,- _ _0 27__._. 131-8 _ „__1318_ 2713 354.__ 179 _ _.- 179--,, 367„_ ,_ 48 - 6 c)AED excursion 0 -215 Envelope loss/gain 15450 11469 2904 2673 12 a) Infiltration 3251 149 578 26 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 4 920 0 0 Appliances/other 9148 1050 Subtotal(lines 6 to 13) 18701 21686 3482 3749 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18701 21686 3482 3749 15 Duct loads 80/6 1% 1413 307 80% 1% 263 53 Total room load 20114 21992 3745 3802 Air required(cfm) 967 967 180 167 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F4 - wrYgF�tsoft0 2017-Dec-04 11 24 23 Right-Suite®Universal 2018 18 0 04 RSU25790 Page 1 P\NYBTG WOR KFLO M230 Landing lane\230 Landing.rup Calc=MJ8 Front Door faces W Right-JO Worksheet Job: 1669 NEN'YDHK IBUII'D�e Date' Nov 29,2017 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-4951-0289 Email Tom@nybtg corn Web www NYBTG.com 1 Room name Bed 2 Bath 2 2 Exposed wall 270 ft 83 ft 3 Room height 80 ft heat/cool 80 ft heat/cool 4 Room dimensions 1.0 x 170 4 ft 8.3 x 10.5 ft 5 Room area 170 4 ft2 86.6 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (W) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw __ ._ 0 065 'n -'_'3.48 0.73 _10_6__-_ 106__.._ ..91 316 __ 66 - 0 m0 0 vL�.. ! _ G 4.4-2ow.._. '. 0.,470-,n ---25.19_ _ 11.94 _15__. ___0.__ 388 _. __ 184 ",... 0 _ - _-_r0 , ..a__0--_ c:._...0 W 12F-Osw 0.065 e 348 073 110 70 243 51 0 0 0 0 L--G _4A4-2.d _ _ __. 0 470 a .25.19_ 45_64 40 �_0 1013_ __ 1835 __.. 0 _ ..._.._0._. .__. .0 .-_._ _ 0 11 W' 12F=Osw `_ ,_0.065 s 3.48 0.73 0 0 0 0 66 61 213 44 Ili^ 4A4-2ow 0 470 s 2519 2232 0 0 0 0 5 0 _ 126 112 c 4A4-2owd __.:._ .�_._ 0.470 ..,s_._ 25.19 _ -2232--- ----0.__ 0 _ �...__A .. 0. 0__-.�... 0._. _'__0 W 12F-Osw 0.065 w 348 0.73 0 0 0 0 0 0 0 0 4A4-2ow 0 470 w 2519 45.64 0 0 0 0 0 0 0 0 _D 11J0 0.600 w 3216 1344 0 0 0 0 0 0-- -1-68-7 0 0 _166-38ad=_--� _ ,0.026' - 1.39 .1.19-.. 170 __170_. __237 203 87 .,-__137, _ 121-_ 103 F-- 19A 19 ._ ...- _ 0.049 - --- 206 027 - 170. _170_ _ ._ 351_ __ _-46 _87 87. .. _.178 . 23 6 c)AED excursion 70 16 Envelope loss/gain 2548 2455 637 299 12 a) Infiltration 583 27 178 8 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 1050 0 Subtotal(lines 6 to 13) 3131 3531 816 307 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbution 0 0 0 0 14 Subtotal 3131 3531 816 307 15 Duct loads 8% 1% 237 50 80/0 1% 62 4 Total room load 3368 3581 877 312 Air required(cfm) 1 162 1571 42 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ -.r- wrigt+tsoYt" 2017-Dec-0411.24.23 Right-Suite@ Universal 2018 18 0 04 RSU25790 Page 2 �� P\NYBTG WORKFLOW\230 Landing lane\230 Landing.rup Calc=MJ8 Front Door faces W B;aI'DING Right-J®Worksheet Job: 1669 NEN'YD RK Entire House Date: Nov 29,2017 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg corn Web www NYBTG corn 1 Room name Bed 3 Laundry/Hall 2 Exposed wall 128 ft 0 ft 3 Room height 80 ft heattcool 80 ft heat/cool 4 Room dimensions 10 x 148 9 ft 10 x 86.3 ft 5 Room area 148.9 ftz 86 3 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (Btuh/f?°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12F-1)sw 0065 n - 348 0.73 102 87 _ _ 362 _., . _.63____ 0 -0--'.-... .._ �—G 4A4-2ow _._ ._ ..0.470, ,n,- 25.19,__ -11.94 ._ . 15_- ,-0 _388_.__ _184 _v' 0_•- ----- __ .- 0 __.W_-_0 W 12F-Osw 0 065 e 348 0.73 0 0 0 0 0 0 0 0 4A4-2owd._.._.___ .. ._ 0 470 e. 25.19 ,_ 4564 . ._ ._ .0_ _0__._- _. 0 _-.--.--PO _ -_._4 .. _ 0 0 _. ._0 11 W 12F-Osw' •, 0.065 s 3.48 0.73 0 0 0 0 0 6 0 .0 4A4-2ow 0.470 s 2519 2232 0 0 0 0 0 0 0 0 4A4 2oWd ._..e._. 0.470 s, _ ..25.19 _•.__22 32._._._._... 0. . . -_0 _._._0 :___._..,_0_. .__ __.0._.-- _. _0 IW 12F-Osw 0.065 w 348 073 0 0 0 0 0 0 0 0 4A4-2cw 0 470 w 2519 4564 0 0 0 0 0 0 0 0 D 11J00.600 w 3216 13.44 0 0 0 0 0 0 0 0 _7- __..-"-- -_ _...._ .__- _ .------ _. ._.__. --.- - _. -- -._ - __ _-_ ._ _..-------__ -_ ---- _-• - -.-.. C.. _ .16BnWad. _..... __ 0.026_-z-_ _ _ _1:39,.--_-._1.19 _._x,_149_ _---149 _ 207_ _-178,---___86_. -_ _.-_86.___, 120. .103 _0 049 _. 2.06 -, _0_27 ._.._,__. 149 -_ _ 149---- --306 _ --: 40 _ p 86._. 86 _ .._.178 .___.23 6 c)AED excursion -83 -51 Envelope loss/gain 1204 362 298 75 12 a) Infiltration 275 13 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 1050 814 Subtotal(lines 6 to 13) 1479 1444 298 889 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1479 1444 298 889 15 Duct loads 80/0 1% 112 20 8% 1% 22 13 Total room load 1591 1465 320 902 Air required(cfm) 76 641 15 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ -� wrmm--!M- 2017-Dec-04 11 24 23 Right-Suite@ Universal 2018 18.0 04 RSU25790 Page 3 � P\NYBTG WORKFLOM230 Landing lane\230 Landing.rup Calc=MJ8 Front Door faces W BUIL DIN G Right-J®Worksheet Job: 1669 NEN'YM ° Entire House Date: Nov 29,2017 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B.Miller Place,NY 11764 Phone 631-495-0289 Email,Tom@nybtg com Web www NYBTG.com 1 Room name Bath 1 Kitchen/Dining 2 Exposed wall 55 ft 31 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 5.5 x 105 ft 21.0 x 100 ft 5 Room area 57 8 ft2 2100 ft2 Ty Construction 1-1-value Or HTM Area (W) Load Area (ftp Load number (Btuh/ft'°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6IW 12F-0swY - 0.065 n 346 -073 p - p - 0 __t_----� o o.---. ..__.p .! G 4A42ow - —0.470.-n_. 25.19 : -_11.94__ .._.. 0 - 0 __-__0 ------- 0._..- 0 --- --0 0- -0 IW 12F-Osw 0.065 a 3.48 073 0 0 0 0 0 0 0 0 _ G 4A4-2.d_----- - _ - - -0.470_ -- _ _ e - 25 19 4564 ---- - -' - -- --0 0 ---- 0 --- - --0-- -- 0 _ _ -- 0 ------ -0 11 W 12F-0sw 0 065 s 3.48 0.73 44 36 125 26 168 118 416 86 4A4-20w 0.470 s 25.19 2232 8 0 202 179 10 0 252 223 4A4-2owd_-,________ - ---_0470__s__ _ -25.19 ____2232-_ ___O _-_ _0—------- -- ____0 -,_.-_40 ________0-----1013 __J_ _ 897 W 12F-Osw 0 065 w 348 073 0 0 0 0 80 65 225 47 4A4-20W 0 470 w 25.19 45.64 0 0 0 0 15 0 388 704 D 11,10 0 600 -w 3216 1344 0 0 0 0 _ 0 0_ 0 __0 0.026 _ 9 39 -_ 1.19-_- 58 _ 58 __-__80 _ 69--------210_ 210- _ _293 _____251 F— -_ 19A-19bswp- _-__ _0 049 __- ---2.06 Q27 58__ _i 58 -__- _119 16 210 __-— 210—___432 _ 56 6 c)AED excursion 36 -148 Envelope loss/gain 526 325 3013 2116 12 a) Infiltration 119 5 670 31 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 0 3784 Subtotal(lines 6 to 13) 645 330 3683 5930 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 645 330 3683 5930 15 Duct loads 8% 1% 49 5 80/0 1% 278 84 Total room load 694 335 39616014 Air required(cfm) 33 15 190 264 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -FFF wrigF�tsoitd AMA Right-Smtec®Universal 2018 18 0 04 RSU25790 2017-Dec-04 11 24 23 Page 4 P%NYBTG WORKFLOW1230 Landing Iane1230 Landmg.rup Calc=MJ8 Front Door faces: W NEN'YOPR IB U�yD;NG Right-J®Worksheet Job: 1669 Entire House Date: Nov 29,2017 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495.0289 Email Tom@nybtg.com Web,www NYBTG com 1 Room name Living Room 2 Exposed wall 39.3 ft 3 Room height 80 ft heat/cool 4 Room dimensions 10 x 379.8 ft 5 Room area 379.8 ftz Ty Construction U-value Or HTM Area (ftp Load Area Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0§w 0.065 -n' 348 0.73 172 - 141 492 J 103 _G_-4A4-2ow__-,_-- ___ ---0.470 .n_ __ 2519__ 11.94 _ __-__31_ _--0--- ---7.77 ____ 368_ ------ ------------------- ----- IW 12F-Osw 0 065 a 3.48 0.73 0 0 0 0 ' -_G 4A4-2awd. . _._ ---..0470 e2519 _ -45.64 , __ -.0 _- __ 0_. _-._ 0 __.,__0 _ _ ..-_. .. .. ... --------11 W 12F-Osw 0.065 -17- - __ 348 0.73 0 0 0 0 4A4-2ow 0 470 s 25.19 22.32 0 0 0 0 -- - -4A4-2owd- --- ---0470 s_ _ .2519 _ 2232 --O — 0 - -0,-- w 12F-Osw 0 065 w 3.48 073 142 91 317 66 4A4-2o4v 0.470 w 2519 45.64 31 0 777 1407 11J0 0.600 w 32.16 13.44 20 ____20_____ 646 _ _270 16B-38ad _ _- 0.026 ______ 1.19_ -380 ----380 —529 --__453 F _ 1.9A-1.9bswp_. _ ,___,0.049 - 2.06 e 027 .__ ,380.__-.—380 _782 - 102 6 c)AED excursion 375 Envelope loss/gain 4320 3145 12 a) Infiltration 848 39 b) Room ventilation 0 0 13 Internal gains Occupants @ 230 4 920 Appliances/other 1400 Subtotal(lines 6 to 13) 5168 5504 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 5168 5504 15 Duct loads 80/0 1% 390 78 Total room load 5558 5562 Air required(cfm) 2671 245 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrlgF�tsoft0 2017-Dec-0411:24.23 ,41=0k Right-Suite®Universal 2018 18 0 04 RSU25790 P\NYBTG WORKFLOW1230 Landing lane\230 Landing rup Calc=MJ8 Front Door faces W Page 5 • 1 • �h� - - / - /-L + / - - FOUNDATION (2ND) a� ROUGH1 i 1u, PLUMBING KJA IN� �. • �TATEgG%YDD �� ' =►� Z'777� �:, ,, - �' MARIE W--- ADDITIONAL COMMENTS 011 ��'�a,' �t'�. � liW��Li , r,l�- •111�a Lr'��1� i ol loo low . f r. 1 ■ . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Doou have or need the following,before applying? TOWN HALL Board of Health 5.OUTIiOLD,NY 11971 4 sets of Building Plans 10 TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 /�LJ[,`)2Survey SoutholdTown.NorthFork.net PERMIT NO. Check --:Septic Form --N:Y.S.D.E.C. �'fustees 1r C.O.Application 20 Flood Permit Examined D S®gle&Separate q '�Stonn-Water Assessment Form Approved 2U FEB e I contaclnt to �1 F��pT� Disapprove a/c Otg�9 �'brl �tii/�y5 Phone: "/0`��'1 Expiration 20 'r®WN FS p or APPLICATION FOR BUILDIN T Date o MA 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. orke.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. ( ignature oapph amt or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder C-r-FN"U-PA L SON T R,Ir"TM r Name of owner of premises 11u 1 1y �N (As on the tax roll or latest deed) Zaizat is a coti signature of duly authorized officer ame and title of cgrpi tg o,c�r) Buil ers License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatioii of land on which ro osed wo k will be done: �� n l ,&N 11 1 F 6Y N�� 1 House Number Street I ' Hamlet County Tax Map No. 1000 Section "I Block Lot ouocrvlsion rucu tvuay t-4v, i v� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: si Existing use and occupancy y C R NT WI N 1D It � 1 b. Intended use and occupancy 1J1 f4&-U I A Iqq� (i 4 00 �J 3. Nature of work(check which applicable):New Building- Addition Alteration Repair Removal Demolition Other Work ��1/DD Fee (Description) 4. Estimated Cost l/ (Tobe paid on filing this application) 5. If dwelling,number of dwelling units _Number of dwelling units on each floor. 5 OU I -ST: If garage,number of cars I 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N 7. Dimensions of exitructures,if any:Front Rear Depth st s Height Number of Stories Dimensions of same ucture with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height �S�-1 I �J Number of Stories � 1 � 9. Size of lot:Front I Rear Depth I 10.Date of Purchase—tLIL5 90LLName of Former Owner IN r L 2 'ft +( `j( ED N Z P)S 11.Zone or use district in which premises are situated —c1 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO� 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises Kq ®1 d�J9.i Address a �C�� {�CC. 'Ione No. (6-22O Name of Architect CA1 1 Address E Phone No -'I Name of Contractor 1-j\ W-VSE ti4Dn1JL S Address V9.Phone No. Ot I - IKV_rJff1u }1�0�1 rrS T I,l IX-Iteb, 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY 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_)� *IF YES,PROVIDE A COPY. — ac STATE OF NEW YORK) o m SS: Z } o COUNTY OF SC-[ o y T� ��J�1 a OVG lei ItV ICI_ being duly sworn,deposes and says that(s)he is the applicant co LL M U (Name of individual signing contract)above named, w o � Y m �` n �n Z w M o (S)He is the _C 1 (% f'� ��V 1 w F- co »- o n w x (Contractor,Agent,Corporate Officer,etc.) c" cc c c of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this applicatior;'� m o _m v that all statements contained in this application are true to the best of his knowledge and belies;and that the work will be Y a z 'c performed in the manner set forth in the application filed therewith. w � a o U Sworn to before me th' a o day of G 20 z Notary Publi• Si tune of Applicant BOARD MEMBERS ®��®F S® ef®� Southold Town Hall Leslie Kanes Weisman,Chairperson ® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ® �® Town Annex/First Floor, Robert Lehnert,Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento CoUSouthold,NY 11971 EC �V! E http://southoldtownny.gov p' 3H TM ZONING BOARD OF APPEALS TOWN OF SOUTHOLD APR - 3 201�9n Tel.(631)765-1809•Fax(631)765-9064 e4�z4 a 0� Sou hold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MARCH 28, 2019 ZBA FILE #7250 NAME OF APPLICANT: Amy O'Brien, Trustee, c/o Frank A. Uhlendorf and Edith Uhlendorf Trust PROPERTY LOCATION: 230 Landing Lane, Greenport,NY SCTM No. 1000-43-4-8 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 31, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 12,500 square foot parcel located in an R-40 Zoning District. The parcel measures 100 feet fronting Landing Lane along the easterly property line, 125 feet along the southerly property line, 100 feet along the westerly property line, and 125 feet along the northerly property line. The parcel is improved with a dwelling under construction as shown on a survey prepared by Kenneth W. Woychuk,LLS, last revised August 10, 2018. BASIS OF APPLICATION: Request for a Variance under Article XXIII, Section 280-124 and the Building Inspector's October 29, 2018, Notice of Disapproval based on an application to legalize an existing deck addition to an under construction single family dwelling, at; 1) less than the code required minimum rear yard setback of 35 feet; at: 230 Landin L - - RELIEF REQUESTED: The applicant requests a variance to legalize a second story as-built deck addition approximately 10.2 ft. by 31.6 ft. and measuring 24.8 feet distance from the rear yard property line where code requires a minimum 35-foot rear yard setback. ADDIT gen es i to tat e app scan s p ans or a second-floor deck with a 24.8-foot setback were reviewed by the building department and a building permit was issued, and the applicant's agent testified that the applicant built the deck relying on building permit no. #42442 issued on March 8,2018. Two letters of support from neighbors were received by the Board of Appeals on this application. s + i - Page 2, March 28, 2019 #7250, Uhlendorf SCTM No. 1000-43-4-8 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 14, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 5267-b(3)(b)(1). Grant of the variance(s)will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of small lots with single family homes. Decks are characteristic of this neighborhood and there are two other homes in the immediate area that have the same sort of second floor decks. The deck is on the rear of the house and will not be visible from the street. The deck is open to the sky and may not be enclosed. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant has constructed the house at a conforming rear yard setback of 35 feet so any deck built on the rear of the house will require the benefit of variance relief. The applicant has code conforming front and side yard setbacks. 3. Town Law 5267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 29.1% relief from the code. However, the lot is small and the second-floor attached deck provides outdoor access and use from the first habitable level of the home which is located above a garage at the ground level. The attached deck does not create adverse visual impacts on adjoining properties or the street 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 5267-b(3)(b)(5). The difficulty has not been self-created. The applicant relied on the issuance of a building permit by the Building Department that included the proposed deck addition; and only after construction was a Notice of Disapproval issued for the non-conforming rear yard setback 6. Town Law 5267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-floor attached deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Planamento, and duly carried,to GRANT the variance as applied for, and shown on the Architectural plans prepared by Drew B. Bennett,P.E., of Zarnecki Design, labeled Al thru A5 and S-3, dated October 18, 2017 and the survey prepared by Kenneth W. Woychuk, LLS, last revised August 10, 2018. SUBJECT TO THE FOLLOWING CONDITIONS: 1)The deck shall remain open to the sky and shall remain uncovered and unenclosed. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Page 3, March 28, 2019 #7250, Uhlendorf SCTM No. 1000-43-4-8 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Department of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Planamento, Acampora and Lehnert. C; Leslie Kanes Weisman, Chairperson Approved for filing �/ / /2019 Scott A. Russe � r�' SUPERVISOR a 1\\[AN A.tGl1EM1E T 5OUTHOLDTOWN HALL-P.O.Box 1179 O s Town of Southold 53095 Main Road-SOUTHOLD,MW YORK 22971 CHAPTER 236 - STORZVIWATER MANAGEMENT WORK SHEET FEB 01 2018 (TO BE COMPLETED BY THE APPLICANT) _ - DOFS THIS PROJECT INVOLVE ASlY 41r" THE FOLLOWING: Ma ALL THAT APPLY) Yes NO ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑n B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. z ❑Ej C. Site preparation on slopes which exceed 10 feet vdrtical rise to 100 feet of horizontal distance. Q F1 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. l - apr of am waterccr�rs . 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 answercd No to all of ilie questions aborve,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 Cheek List Form to the Building Department wits your Building Permit application. S.C.T . �': 1000 1)atr. APPUCAI�I (PropertyOwntr.F?esignProfessiorwi Agent,Consrxtar.Other) NlDistrki NAME: � � OVG 1�duA 1 Staion Block Lot FORBuiLDiNG i;i~;'AR'TvvlE;�;"f USE �i�`;L`,; Can+�ct r�fornstmn ��_ JAM _@g_ - �) Date. Proper tv F, dress /-Location Or Constuction Work - — - - - —• - - F1Apprestied for prcrcea>:ng Build:rg Permit -- a(1��-p--��!y, 'Dn� y �(�q1 S:ormwaser>;anagement CoXrol Plan Net Required l7 NG G I°! t' Y l__.(___DO ..I1.!'j ��j--/�}yJ,Stormwo++rr f�!zn�ge,'+ren; Cc ri:roi Ftari a l'cuu`red L_..J 1P O �.Jt- ;n i_+-_•r:Cr,+ +l� ✓C}:JlFrtC:'` `G- ^�+:�•�: APPLICANT S.C.T.M. 1000 CHAPTER; 236 (Prnperry Owner,Design Professional,Agent,Contractor,Other) —��,— Os��+f Stormwater Management Control Plan C1 [ECK LIST NAME. {�g�M �(l (/� section Block Lot z S M C P -Plan Requirements: Provide ONE copty of the Building P mit Application. - ate:o * The applicant must provide a Complete Explanation and/or Rea n for not providing 01 all Information that has been Required by the following Checklist! ,nn T,Qjd..,N-dw,, '0( I A Site Plan drawn to scale Not Less that 60' to tl e inch MUST YES NO NA If You answered No or NA to any Item, Ijlease Provide J t!ficatIon Here! Tow all of the following items: If you need additional room for explanations, Please Prov a additional Paper. a. Location & Description of Property Boundarl b. Total Site Acreage. i c. Existing - Natural & Man Made Features witi 'n 500 LY, of the Site Boundary as required by §236-17(C#. IMENT CONTROLS d. Test Hole Data Indicating Soil Characteristics&Depth t Ground Water. Inc u e ut not Invited t0: , e, Limits of Clearing & Area of Proposed Land isturbance. A well maintained Construction Entrarice f, Existing & Proposed Contours of the Site (Min urn z Intervals) VVrre Backed Sit Fencing, stabilization g. Location of all existing & proposed structure roads, L Seedingo exposed and/or inactive sollis. driveways, sidewalks, drainage improvement &utilities. 1). Spot Grades & Finish Floor Elevations for all existing& I proposed structures. I Location of proposed Swimming Pool and discharge ring. I. Location of proposed Soil Stockpile Area(s). Contact k. Location of proposed Construction Entrance/Staging At ea(s). Fracktill, UK PrOvide I. Location of proposed concrete washout area( . a e drainage 1-n, Location of all proposed erosion&sediment control mesures. 2. Slot mwater Management Control Plan must Include Calcul itions showing that the Stormwater improvements are sized to capture,sto e,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 Inch rainfall/storm event. i — 3. Details 8 Sectional Drawings for stormwater practices are req Ared for approval. I �:i I(crns requiring details shall Include but not be limited to: rpg 11 2 2018 a. Erosion & Sediment Controls, h. Construction Entrance & Site Access, - c. Inlet Drainage Structures (e.g,catch basins,trent drains,etc.) FF 'i"-` ` d. Leaching Structures (e.g. infiltration basins,swale etc.) TOWN OF WC j I t)I I INI--'URI i— rnF NLY;YaKr 1. Additional Information is R6quired. Reviewed & l ® Stormwater Management Cpntrol Plan is of Complete. ApproveclBy; - - - - - - - - - - - --i - - - — - - — — - 1 — Stormwater Management CI ntrol Plan is omplete. Date: SMCP has been approved blthe Enginee ng Department. �� fOtrcor BUILDING DI TOWN OF SOUTHOLD D e`�(9[2 Town Hall Annex- 54375 Main Road - Box 1179 n I.1 �� • � Southold, New York 11971-01 9 UG2 - 1 2018 Telephol)e (631) 765-1802 - FAX(631) 765- 50 roaer.richert@town.southold.ny.us - BUILDING DEPT. APPLICATION FOR ELECTRICAL INSPECTION TORIN OW SOTTMOLD REQUESTED BY: A�Z PD L��fO�,l S�/ Date: /02 Company Name: iNam' e: ©,moi s2 Po License No.: i � �!� email: Address: 45-- }YN Phone No.: 6 7( 60 3_62-7 JOB SITE INFORMATION: (All information Required) e Name: Q1BR/&0✓ Address: 1'-MJ-211V4 GA/ Cross Street: gjV 575-4-7- V6- Phone No.: 5-1ZZo .- Bldg.Permd#: 0 P �,,� 4�2 email: Tax Map District: 1000 Section: 3 Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) /�{/S j}GL/aYC,' ltlE�✓ _ �I RrN - -©u r lam`f.s �n'.n 4r6,ffF S' Circle All That Apply: Is job ready for inspection?: YES/ Or Rough in Final Do you need a Temp Certificate?: 1 O Issued On JTemp Information: (All information required) / Service Size 1 Ph 3 Ph Size: .2,0 0 A #Mpters l Old Meter# New Service Fire Reconnect- Flood Reconnect-Service Reconnected-Underground _Overhead #'Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION G 82-Request for Inspection Forrn.xis Town Hall Annex 04, Telephone(631)765-1802 54375 Main Road Fax(631)785-9502 P.O.Box 1179 , 'Southold, NY 11971-0959 + BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED /WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner:( �. �l uV Location of Property: __ Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following locabon(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: _6ZI 294 Name(person ubmitting this form):_UV `®1F Capacity(check applicable line): Owner _ Owner representative TrussRegl5.doox EffecOve 1/1/2015 \S\ DRAINAGE INSPECTIONS A :QUIRED S.C.T.M. NO. DISTRICT: 1000 SECTION: 43 BLOCK: 4 LOT(S):8 1 q Contact TOS Engineering at 765-1560 before #R10-16-0075 Backfill, OR Provide Engineer's Certificati that the drainage has been installed to Coe. v EROSIO 0 4 N&SEDIMENT Shall include but CONTROLS not be limited to: � A well maintained Construction F DRAINAGE CALCULATIONS: �.- wire Backed Silt Fencing, ti ce A) IRED 1.5DWEULIN13 X o esf 0 2 e RCH-1.i3 SQ.FT. �9$S 3 �p 3 Seeding of exposed Ind/or�'?' A v APPROVAL OF STORMWq Inactive soi e) 77°70 x o;�i e2 < 12ecr REQUIRED r� y� 0y CONTRO P _T R MANAGEM NT TOTAL Seo Dr q 0 �' Date: ' g Code Chapter 23 (2) WDA x 5' DEEP - 442Of PROVIDED DWELLING - Approv d y. W/PUBLIC WATER TYPICAL DRYW CROS E (CONC. PRE CO ONENTS) e•sue FDR erARM VACANT 150' a�'� VACANT APPAOWD"Xr Pft i MN RAW AM A,P,�a ounn Fre tet s'Dot oTwt TO Qwx m tri mpN 100' $ Ftrum t/D'/t' IeW �t/Dyt ®l��OO LOT 3 0 C� C3 0 z S87005'00"E 125.00' PIPE i CL 7.2 0.7'E EL s. EL 5.2 SILT FENCE - -PROPOSED NATER SERVICE 4 g O i I z IMRSRSANCE :h i a'a s� iV I ~ i �� !bS s LOT 4 / /�` PROPOSED o ! 3' WN. g' DWELLING Lo (7.0) / AND CONSTRUC1�N ! WNO BACK FILL MATERIAL TO BE STAGI W/PUBLIC WATER / WOOD DECK /(7.5) ENTRANCE 44 j �-1 C1FiW SANO AND GRAVEL VACANT LOT 10 :�:�'':� ::�: ��:� :::��: � I CL 7.1 150 TYPICAL SILT :::::.: ::::.:::::PROPOSED_::•:::•::•::•::•::•: PROPOSED GRAVEL ; SCREEN N SECTION •• EL 7.4 STY PRM.::::::i:::::: DRfVSVAY N•:::::::•::::::::DWELLINGi:i:•::•::•::•::•::•::•: WMXM WI DUT AREA I GEOTEXTILE FABRIC i3 BEDROOM. }: N ND Of FIiDIM 09W. SUPPORT POSTS 35.0' ::FFL(9.0).::.::'::'::':':':':':' ! �� WOOD OR METAL W 10.0' I A FLAW DIRECTION " 3 (7.0) 10,1NIV S.T. ! Z EXCAVATED AND C (s.o) ACV EXP i BACKFILLED TRENCH z ko i ExLsn GROUND 00 ka PROPOSED son. m P M toat LP LP LO a SM PILE AREA nmom LP LP 5' C o IX LP EXPIN ! r w 1 0 E Tn- EL 7.6 !CL 7.1 ! MON. N87005'00Jjw PIPE U.P.I 125.00' P PosEO SANITAM SMiSTEM i DWELLING Lor s Lor 5 1658N rDEEP L.P. I ! W/PUBLIC WATER - - --- -- —I - —--- --- VACArn' ------ ; -- - VACANT - - - 150' 150 i TYPICAL CLEAN OUT I - _ i SLATE OR STOPPER END C.I. LOCKING SUITABLE COVE OR PLUG COYER TO GRADE FFL(s.o) EL(s.0) FINISH GRADE V\Iz I WIN-2'MAX 30' ELBOW 1/4"-FT. 6 COVER oIMI 1/8"-FT. ewCOVER 60' WYE 6 6" SLAB INVERT-/ NyERT EL(6.5) FLOW EL(7'D) 6.7) INVERT INVERT EL(6.2) EL(6.1) FOUNDATION FLOW 8'0 3' COLLAR ELEV. 7.4 WALL BAFFLE MI POOL CLEAN ,COARSE OL SANDY LOAM 0'5'BROWN — CR 1AWL SPACE ,-7r, 2 SAND do ED.MN. TANK 3'MIN GRA L BUT SUFFICIENT TO KEEP SEDIMENT ON SITE SILT USE 4" DIA. APPROVED SEWER PIPE SM FINE SAND 7'O, HAY BAIL AND/OR 1200 GAL. PRECAST S.T. GRAVEL 6.5' FENCING a na' :��r� .\'�y•; HIGHEST EXPECTED GROUND WATER : EL 1.0 WATER ELEV 0.4 So' SP MED o ,`� �� ' . " ZONED R-40 FLOOD ZONE AE—EL 6 COARSE TO 6'01 NON-CONFORMING LOT SAND .CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED FRONT: 35' MIN 3/4'STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA SIDE: 10' MIN (25' TOTAL) flLL 70 18' (Mtn.) ABOVE EXISTING GRADE FOR DRAINAGE REAR: 35' MIN THE WATER SUPPLY, WELLS, DRYNIELLS AND CESSPOOL 06-25-16 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS K. WOYCHUK LS REVISED 11-20-17 AND OR DATA OBTAINED FROM OTHERS AREA: 12,500 SQ.FT. or 0.29 ACRES REVISED 10-10-16 ELEVAAON DATUM: NAVD88 UNAUTHORIZED AL7PRA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICA7FD HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARAN7FES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE ]HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 4 CERTIFIED TO: THE FRANK A.L. UHLENDORF MAP OF: STRELING HOMES AND EDITH UHLENDORF TRUST; FILEMAUG. 25, 1966 No.4709 REGAL TITLE AGENCY; WESTCOR LAND TITLE INSURANCE COMPANY; SITUATED AT. GREENPORT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILE #16-120 SCALE:1 =30 DATE: JUNE 25, 2016 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. USC. NO. 050882 maintaining the records of Robert 7. Hennessy & Kenneth M. Roychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 43 BLOCK: 4 LOT(S):8 #R10-16-0075 DRAINAGE CALCULATIONS: A) DWELLING W/COVERED PORCH-1,513 SQ.FT. jrlA�j 1.513 x 0.166-251.16 <252Gf REQUIRED `• A7 S j,1� B) DRIVEWAY-770 SO.Fr 770 x 0.166 127.82 < 128d REQUIRED TOTAL- 380 Of (2) B'DIA x 5' DEEP 4424 PROVIDED DWELLING W/PUBLIC WATER TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) r STAB FOR NON-TRAI'M f BRING 0'SLAB FOR TROM BEATING VACANT 150' New�. APPROVED NET PPE GST IRON FRAME AND APPR%0 OU LEr WE VACANT O NN 4'D(l COYER 70 fiUOE 10 k7PM64 AR. WCS 100' 0 P7I�tED 1/ /,. PRCHFD 1/8%1' �I LOT 3 ®C10❑0 0❑ ❑0 S87005'00"E 125.00' PIPE ' 0.7'E I CL 7.2 EL 6.7 EL 5.2 SILT FENCTE ..-..-.-..-..-.ROPOSEDWATERSERVICEO U _�PROPOSED LIMB DRY WELLS O ICOF DISTURBANCE f 'DIAx5'DEEPLOT 4 % r�PRaPOSED-� O I 3' MIN. 8' DWELLING / STAGING AREA O COLLAR W PUBLIC WATER (7,p AND COESTRUCT�N BACK FILL MATERIAL TO BE / ) j E�-L CLEAN SAND AND GRAVEL 35.0' 0.... •:..:;.... . 42.0' z I LOT 10 :i.- `.,` ':.:; o j VACANT PROPOSED GRAVEL @ CL 7.1 150' TYPICAL EN SILT I SCREEN SECTION :;;�;.•FOUNDATIOIV••LOCATION: •� DRIVEWAY EL 7.4 %-Y MAY 5, 2018-'.:'.:. . C%QWE M OUf AID I GEOTIDOILE FABRIC STS ;•.TOP FN EL 15.5;.:: SUPPORT;:'.' NEED OF R20FC6ED[IEL4NAY. ! FSI 000 R METAL TED AND W I A FLOW DIRECRR ;UEL7.6 i BACFlu�D TRENNCH � I E%ISTING GROUND OPOSED K PILE AAREA MI �Q5' oEL 4. INw1.0'E ICL 7.1 �f MON. N87005'00"W 125.00' PROPOSED PIPE j U.P. 4 BEDROOM LOT 9 SANITARY SYSTEM DWELLING LOT 5 �6�8ADIAx21'DEEP L.P. I I W/PUBLIC WATER VACANT I VACANT -- -------_--- 150' 150' - - - - - ---- - - ---- I TYPICAL CLEAN OUT I i SLATE ORSTOPPER END C.I. LOCKING SUITABLE COVE OR PLUG I' COVER TO GRADE r �(9 p) EL(8.0) FINISH GRADE F- 1'MIN-2'MAX z 30' ELBOW \ \ 1/4"-FT. 0"MI 1%. 60' WYE 6 COVER 6' COVER INVERT--% B NVERT e" SLAB EL(6.5) FLOW-m_ p_(7.0) EL(s.7) INVERT INVERT EL(B.2) EL(6.8 ELEV. 7.4 FOUNDATION FLOW 8'+n 3' COLLAR POOL CLEAN OL BROWN 0.5' CRAWL SPACE WALL BAFFLE MI ,COARSE SANDY LOAM 1'_7" 2 SAND & 50'MIN. TANK 3'MIN GRAVEL ICIENT TO KEEP 1 SEDIMENT ON SITE SM FINE SAND 7.0 HAY BAIL AND/OR USE 4" DIA. APPROVED SEWER PIPE & GRAVEL 6'5' 'SILT FENCING 1200 GAL. PRECAST S.T. EL(45) �w7 5 N WATER ELEV 0.4 3 y' y HIGHEST EXPECTED GROUND WATER : EL 1.0 PALE SP MEDIUM o �� .. ,� ? ZONED R-40 FLOOD ZONE AE-EL 6 TO s.0' COARSE 0 NON-CONFORMING LOT SAND .CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED FRONT: 35' MIN r.314-STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO 18" (Mtn.) ABOVE EXISTING GRADE FOR DRAINAGE. SIDE: 3 REAR: 0' MIN (25' TOTAL) MIN 13.0' 06-25-16 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL K. WOYCHUK LS LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FND. LOC. 05-05-18 AND OR DATA OBTAINED FROM OTHERS. AREA: 12,500 SQ.FT. or 0.29 ACRES REVISED 11-20-17 ELEVATION DATUM: NAVD88 UNAUTHORIZED AL 7ERA 770N OR ADDITION TO THIS SURVEY IS A VOLA 77ON OF SEC77ON 7209 OF 7HE NEW YORK STA TE EDUCA 77ON LA W. COPIES OF 7741S SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 7HE LENDING INS777U770N, GUARANTEES ARE NOT 7RANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT IN7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD17IONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT 774E 77ME OF SURVEY SURVEY OF: LOT 4 CERTIFIED TO: THE FRANK A.L. UHLE70RF MAP OF: STRELING HOMES - AND EDITH UHLENDORF TRUST; FILEMAUG. 25, 1966 No.4709 - REGAL TITLE AGENCY; SITUATED AT: GREENPORT _ WESTCOR LAND TITLE INSURANCE COMPANY; TOWN OF: SOUTHOLD - KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILE #16-120 SCALE:1"=30' DATE: JUNE 25, 2016 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. Ll$C. 740. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 43 BLOCK: 4 11 t( o SUFFOLK COUNTY DEPARTMENT OF HG # ALTFI SfrRViC�� R10-16-0075 �9 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 26, SINGLE FAMILY RESIDENCE ONLY co _ ��AJ ' �� DATE D lq � I�.:-1. RAF. I�Io. d DRAINAGE CALCULATIONS: �° APPROV.D �� A) DWELLING .1COVERED PORCH-1.513 REQUIRED �y� FOR MAXIMUM OF BEDROOMS 1,513 x 0.166x251.16 < 252cf REQUIRED S B) DRNElVAY-77o sa.Fr. `4 ; EXPIRES THREE YEARS FROM DAZE OF APPROVAL I 770 x 0.166 127,82 < 128cf REQUIRED TOTAL• 380 cf (2) 8'DIA x 5' DEEP = 442cf PROVIDED DWELLI GReV1Sed Plan Approved. 2, Z 2- W/PUBLIC ATER TYPICAL DRYWELL CROSS SECTION Xpil_BB V (CONC. PRECAST COMPONENTS) WAV, I011 INSPECTION REQUIRED � s�FDR WN-TRAFFIC B ANG E'SLAB FOR TRAFFIC FFIC W SANITARY `` �y �} �/E APPROVED.RET PWE CW DUTY AND APPROIM OUTLET WE 109 SANITARY SYS'T'EM WN.4'DN, DOVER TO GRADE TO E7WA1 W,NS RINGS BY HEALT DEPARTMENT 100, o �'/'" PIrCHMI//1, ® O C7❑ �' LOT 3 � � � �� z S87005'00"E 125.00' PIPE ! I CL 7.2 0.7'E EL 6.7 EL 5,2 SILT FENCE �"-"-'PROPOSED WATER SERVICE 3 PROPOSED UMR / DRY WELLS OF DISTURBANCE t % 8'DIAx5'DEEP O Fi /. /-"y� mss+ �/� !� ~ 5 LOT '4• j/ �r PROPOSED" O ! L 8'STAGING AREA O DWELLING (7.0) AND CONSTRUCT K FILL MATERIAL TO BE ENTRANCE ZN SAND AND GRAVEL W/PUBLIC WATER WOOD DECK /(7.5) I :48.0'::::::::::: . 7.0 35' z :::...:::::. . . .':' ` a VACANT LOT 1 0 .:::.::•.•�•::::�::.::::::::::::..: .•. 8 0 ! CL 7.1 150' TYPICAL SI T gx PROPOSED':: ::•:::'::' Z� PROPOSED GRAVEL 7.4 I SCREEN SFCTION 3 0 1 STY FRM.-"..,. DRIVEWAYEL n N':::••:.::.•:•. •DWEWNG:::•:::•:•::':::.: g Oman mm aR AREA I GEOTEXTILE FABRIC 3 BEDROOIN: ;:':•;:':: �^ a 10 OF PROPOSED ORAflWY. SUPPORT POSTS 35.0' . :.:.'FFI.(8.0):.;.:::.:.':.':'. : ! �1 WOOD OR METAL w 10.0' I A FLOW DIRECTION (7,0) 10 M,N S.T.B. I EXCAVATED AND O _ (a0) M'jv EXP F- I BACKFlLIFD TRENCH z to � E I EXISTING GROUND LP 5' C (� PROPOSED SOIL cd LP LP MI O d ! MIWJ!STOCK PILE MEA MLP LP 5' oI Z EX LP EXP IN ! N[NIKl1 EL 4. , LOT in- EL 7.8 !CL 7.1 ! U.P. MON. N87005'00"T 125.00 PR POSED PIPE ! 4 BEDROOM SANITARY SYSTEM ! DWELLING LOT 9 LOT 5 1658AD222'DEEP LP. I ! W/PUBLIC WATER - VACANT I -- - _ VACANT j - 150' i^1050' TYPICAL CLEAN OUT SLATE OR-� �Wft'a'I G 1eytal'I'I gat'jO bo Thr alled C.I. LOCKING SUITABLE COVER \ STOP ER y �-- �+ COVER TO GRADE---� OR P UGdlI1L1lEP dPlVDWy. 1` EL(8.0) FINISH GRADE FlR(s.o) _ z 1'MIN-2'MAX z � 30' ELBOW 1/4"-FT. 0"MI 1�8"-FT. `D 60' WYE 6 6 COVER 6 COVER 6" SLAB EL(6.5) INVERT-1 NVERT FLOW x•(7.0) E"(6'7) INVERT INVERT EL(6.2) EL(6.1) FOUNDATION FLOW 8'0 [3' COLLAR ELEV. 7.4 WALL BAFFLE MI POOL CLEAN OL BROWN CRAWL O.5' CRA L SPACE ,COARSE 2 SAND & - 1W MIN. TANK 3'MIN GRAVEL SEDIMENT ON SITE 7.0' HAY BAIL AND/OR USE 4" DIA. APPROVED SEWER PIPE SM FINE ESANLD 6.5' SILT FENCING 1200 GAL. PRECAST S.T. EL(4.5) W N� 19 o ��ny '.0% • HIGHEST EXPECTED GROUND WATER : EL 1.0 WATER ELEV 0.4 ¢' _ PALE p t N SP MEDIUM o .:. A4G� f�4• . . ZONED R-40 FLOOD ZONE AE-EL 6 TO COARSE 6"0, NON-CONFORMING LOT SAND w CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED FRONT: 35' MIN 7/4'STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA SIDE: 10' MIN (25' TOTAL) FILL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. REAR: 35' MIN - 13.0' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL os-25-1s LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS K. WOYCHUK LS REVISED 11-20-17 AND OR DATA OBTAINED FROM OTHERS AREA: 12,500 SQ.FT. or 0.29 ACRES REVISED 10-10-16 ELEVATION DATUM: NAVD88 -_ UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA 7E EDUCATION LAW" COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 4 CERTIFIED TO: THE FRANK A.L. UHLENDORF MAP OF: STRELING HOMES AND EDITH UHLENDORF TRUST; FILED:AUG. 25, 1966 No.4709 REGAL TITLE AGENCY; SITUATED AT: GREENPORT WESTCOR LAND TITLE INSURANCE COMPANY; � , TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (831) 298-1588 FILE #16-120 SCALE:1 =30' DATE: JUNE 25, 2016 N.Y.S. LISC. NO. 050882 maintaining the records of Robert L Hennessy & Kenneth H.IWoyehuk s Lam_ S.C.T.M. N0, DISTRICT. 1000 SECTION: 43 BLOCK: 4 LOT(S):8 #R10-16-0075 RECeVED OCT 19 2018 DRAINAGE CALCULATIONS: FINAL MAP 2®NyNGBOARD OFAPPEALS A) DWELLING X W/COVERED PORCH-1,513 RE UIRED EN+E ED BY ZBA 1,513 x 0.188=251.18 <252O/REQUIRED +� 9A vb B) 770 m Y 770 SO.Fi SEEM 1S'ON # TDRIVEWAY-770 I x 0.168 127,82 < 128ef REQUIRED C {J G J t}' TOTAL: 44 Df DATED 3 (2) BbIA x 5' DEEP = 442cf PROVIDED DWELLING W/PUBLIC WATER TYPICAL ORYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) l O'_9AB FOR NON-TRAFFIC BE4 M VACANT 150' OM FOR TRUM aevmn APPROVED INLET PIPE �waN MME AIM APPRwm OMET PIPE VACANT p YW.4'DW oovEN TD GRADE m��NG NPMs v PRGNED t/r/r Pmytrn t/eLl/t 100' c ®�O❑p II LOT 3 0000 Z S87005'00"E 125.00' PIPE O.TE CL 7.2 EL 8.7 EL 5.2 -..-..-..-..-..-. -. O SILT FENCE PROPOSED WATER SERVICE 3 PROPOSED LIMIT .Y DRY WELLS O i OF DISTURBANCE f �•' N 8'DV1x5'OEEP O r'Di OT 4 / n7.5) C I, r, CO MSN. r 8' DWELLING y h''�1 (7.0) BE �' BACK FILL MATERIAL TO L W/PUBLIC WATER WOOD DECK ENTRANCE CLEAN SAND AND GRAVEL 35.0' I 42.01VACANT LOT 10 :: e% I GL z1 150' TYPICAL SI 24.8' yLL .:.::..:::'::::: .: PROPOSED GRAVEL SCREEN SECTION w NDER CONSTRUCTION;; DRIVEWAY EL 7,4 ::AUG, 10 20i :•;ti:i s g CINU E Zffl a1TAM � � GEoromE FABRIC '. P FNO EL 15,.5'.":•':•'.:•: / YI OF FRDF'CSED DIEVELIAY. TOge SUPPORT POSTS ;,�, WOOD OR METAL W 10.2• i q FLOP!DAECnON : ....... ..... . ...... F O (7 (80;0 MIN S.T.aNi �+ aAC�TTRRENCH O z N EXID i E%ISRNO GROUND to to LP 5' O srry Cq PROPOSED SOIL oto MI O 6a. I f SMCK PILE AREA , mom Z LP LP IN C y� r EX LP EXP -I z 1.01E TTI- EL 7.8 ° ' " U.P. MON, 7487 05 00 1F 125.00' PROPOSED PIPE 4 BEDROOM LOT 9 SANITARY SYSTEM I DWELLING }658QDIAxhift L.P. _.I_ _._N/PUBLIC_WATER�_ -- VACANT I VACANT I - 150, 150' I i TYPICAL CLEAN OUT i } SLATE OR STOPPER END C.I. LOCKING SUITABLE COVER 0 OR PLUG COVER TO GRADE FINISH GRADE z 1'MIN-2'MAX z 30' ELBOW 1/4 -� 6 COVER 0"MI 6'c COVER 60' WYE 6 6" SLAB INVERT-/ NVERT EL(6.5) FLOW- EL(7.D) EL(6.7) INVERT INVERT EL(6.2) EL(8.1) FOUNDATION FLOW 8'91 3' COLLAR ELEV. 7.4 WALL BAFFLE MI POOL CLEAN — COARSE OL BROWN 0.51 CRAWL SPACE 2'SAND & ANDY LOAM TANK 1,_7„ GRAVESEL SW MIN. 3 MIN SEDIMENT ON SITE USE 4" DIA. APPROVED SEWER PIPE HAY BAIL AND/OR SM INE SAND 6.5' 7. ,SILT FENCING 1200 GAL. PRECAST S.T. EL(415) __ :< o.: -' •��py \��y•: HIGHEST EXPECTED GROUND WATER : EL 1.0 WATER ELEV 0.4 3 S' SID MED UM " ZONED R-40 FLOOD ZONE AE—EL 6 70 0' COARSE 6'0• w NON-CONFORMING LOT SAND O + J.CONSTRUCTICN ENTRANCE - FOUNDATION OF COMPACTED FRONT. 35' MIN 3/4"STONE BLEND OR N.Y. STATE D.O.T.APPROVED R.CA SIDE: 10' MIN (25' TOTAL) ,FILL 70 18° (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. REAR: 35' MIN os—z5-1s— 13.0' UNDER CONST. 08-10-18 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL K. wovcHUK Ls LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS END. LOC. 05-05-18 AND OR DATA OBTAINED FROM OTHERS. AREA: 12,500 SQ.FT. or 0.29 ACRES REVISED 11-20-17 ELEVATION DATUM. _NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 771E PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 4 t CERTIFIED TO: THE FRANK A.L. UHLENDORF MAP OF: STRELING HOMES AND EDITH UHLENDORF TRUST; FILED:AUG. 25, 1966 No.4709 - REGAL TITLE AGENCY; '• WESTCOR LAND TITLE INSURANCE COMPANY; SITUATED AT. GREENPORT = TOWN OF: SOUTHOLD KENNETH-M WOYCHUK LAND SURVEYING, PUC SUFFOLK COUNTY, NEW YORK - Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #16-120 SCALE:1"=30' DATE: JUNE 25, 2016 PHONE (831)298-1588 FAX (831) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Hobert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 43 BLOCK: 4 LOT(S):8 #R10-16-0075 �a L/L/ DRAINAGE CALCULATIONS: A) DWELUNG W/COVERED PORCH-11513 SQ.FT. �1SE 1,513 x 0.166=251.16 < 252ef REQUIRED T B) DRIVEWAY-770 SQ.FT. 770 x 0.166 127.82 < 128cf REQUIRED TOTAL: 380 cf (2) B'DIA x 5' DEEP - 442cf PROVIDED of 0 II LOT 3 S87005'00"E wrm FENCE 125.00' PIPE 0.71E CL 7.2 �—. —..—..—..�.6i7.. —.. O EL 5.2 . WATER SERVICECOD W DRY WELLS i O 8'DL4x5'DEEP iV O / N i s LOT 4 /•" o I o W Tffm WOOD DECK 342.0 IR LOT 10 e� RCA DRIVEWAY I CL 7.1 24.9' io Y :: RAISED'::?:::::.Z: .ro:N. , o w 1 STORY FRM.':•.:.v. -DW ELUNG'-'- SR FFL 33.8' 48.8' rq w 10.1' .,• ::;. I F�1 . . . •....:. 3 00 O ' 50' LP GAS .3S TANKS �117 29.2 H 24' . n i 1� LP - O o LP O o Z LP O EL 4.6 LP 0 ' 1.01E EL 7.6 I CL 7.1 jy " MON. N87005'00"W 125.00' PIPE U.P. • 4 BEDROOM SANITARY SYSTEM LOT 9 LOT 5 ��BADIUA 24DEEP L.P. I SUFFOLK C:v,Uhl!_Y DE PARTMENT OF HEALTH SERVI!�E� OF C-0,MSTRUCTED WORKS FOR I ��IV�� A SINGLE FAt.'.;i_Y;RESIDENCE IDate WIR 1520% H.S.Ree ISMO,2 0-16-� MAX i z 2019 The sfttage disposal anei vmtsr suppiy faciiiftS at this location hm baQ1 InspecW and,'or certified by this Departne t or other agencies and found I SUFF,CO.HEALTH SERMCES _., be satisfactory FOR A hlA%C61VZUk� F, BEDROOMS, � OFFICE 0F WASTEWATER MGT. ` I Craig ', nepper, P,E,, Chief - i MAY 3 0 ;;ice of UVastewater 6UIan� ernent ONED R-40 FLOOD ZONE AE—EL 6 - , - - NON-CONFORMING LOT FRONT. 35' MIN 7;,'-Y;,;i'��1`�" F; SIDE: 10' MIN (25 TOTAL) ,j®WN OF SFINAL SURVEY 03-15-19 REAR: 35' MIN UNDER CONST. 08-10-18 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD 08SERVA77ONS FND. LOC. 05-05-18 AND OR DATA OBTAINED FROM OTHERS AREA: 12,500 SQ.FT. or 0.29 ACRES REVISED 11-20-17 ELEVA77ON DATUM: NAVD88 UNAUTHORIZED AL7FRA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUT70N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 4 CERTIFIED TO: THE FRANK A.L. UHLENDORF MAP OF: STRELING HOMES AND EDITH UHLENDORF TRUST; FILEMAUG. 25, 1966 No.4709 '� REGAL TITLE AGENCY; SITUATED AT: GREENPORT WESTCOR LAND TITLE INSURANCE COMPANY; _ -- - .• TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 FILE #16-120 SCALE:1"=30' DATE: JUNE 25, 2016 PHONE (831)298-1588 FAX (831) 298-1588 N.Y S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk Fidelity National Title INSURANCE SERVICES,LLC MAR - 7 2018 TITLE NO: F18-7404-106427-SUFF District: 1000 Section: 043.00 j,,;,�'u;'atiaa • B1ock:04.00 TOWN OF SOMOLD Lot:008.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Amy O'Brien,as Trustee of the Frank A.L. Uhlendorf and Edith Uhlendorf Trust and his/her predecessors in title since prior to 1983 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: March 6, 2018 FIDELITY NATIONA TI LE INSURANCE SERVICES,LLC A DUVA Sworn to before me this 6th day of rch,2018 J NICOLE PAWM130 Not ublic a ary ublic, State Of New Yang W.02PA6a66t6t <. ,, Qualified In Suffolk County '°� A Ocammisslcn Expires March 1920-r 24 Commerce Drive 9 Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 c al National Title INSURANCE SERVICES,LLC TITLE NO. F 1 8-7404-106427-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-043.00-04.00-008.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1983. SUBJECT PREMISES: 1000-043.00-04.00-008.000 Steve Muraitis and Christ Stratakis Liber 6643 cp 259 TO Dated: 10/08/1969 George Bitsakis and Anastasia Bitsakis,his wife Rec'd: 10/21/1969 George Bitsakis and Anastasia Bitsakis,his wife Liber 11628 cp 933 TO Dated: 05/07/1993 Constantinos Zervos and Hedwig Zervos,his wife Rec'd: 05/13/1993 FIDELITY NATIONAL T T INSURANCE SERVICES,LLC J AN UVA Sworn to before me this 6th day of Ma 2 Notary P NICOLE aAlwuMBo • • Notaq Public,Stats Of NOW yOtit pA6o66161 01 -. Qualified In Suffolk County' � ,ommission Expires March 19,2041 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • tax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Constantinos Zervos and Hedwig Zeivos,his wife Liber 11793 cp 918 TO Dated: 08/26/1996 John Simeoniois and Constantinos Dourmas Rec'd: 09/24/1996 John Simeoniois and Constantinos Dourmas Liber 12776 cp 480 TO Dated: 05/23/2014 John Simeoniois and Elizabeth Simeoniois Rec'd: 06/05/2014 John Simeoniois and Elizabeth Simeoniois Liber 12894 cp 48 TO Dated: 11/15/2016 Amy O'Brien, as Trustee of the Frank A.L. Uhlendorf Rec'd: 12/24/2016 and Edith Uhlendorf Trust LAST DEED OF RECORD PREMISES NORTH: 1000-043.00-04.00-007.000 Kotas Mylonas and Leonidas Pappalas Liber 8909 cp 225 TO Dated: 10/28/1980 Despina Hartofilis and Elizabeth Bezas Rec'd: 11/05/1980 Despina Hartofilis and Elizabeth Simeoniois F/K/A Liber 12776 cp 478 Elizabeth Bezas Dated: 05/23/2014 TO Ree'd: 06/05/2014 Despina Hartofilis Despina Dourmas F/K/A Despina Hartofilis Liber 12887 cp 391 TO Dated: 09/07/2016 Paliria LLC Rec'd: 11/09/2016 LAST DEED OF RECORD FIDELITY NATIONAL IT INSURANCE SERVICES,LLC JE"NUVA Sworn to before me this 6th day of rch, 18 NICULE P'ALUMBu Nota ubl' 'N tart'Public, State Of New Yom Nn.02PA6056161 Qualified In Suffolk County Cammisslon Expires March 19,20t 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 C IPANY IN'st-R-ANCE O-\ SCHEDULE A Proposed Insured: Title No. RT-42887 Purchaser: Effective Date: 6/14/2016 �*I'// 1—�/( L. Redated: �y Mortgagee: le.. vk r1c, V, Amount of Insurance: ALTA Owners Policy 2006 (with N.Y. Endorsement Modifications) $265,000.00 ALTA Loan Policy 2006(with N.Y. Endorsement Modifications) $0.00 THIS COMPANY CERTIFIES that a good and marketable title to the premises (in Fee Simple) described in Schedule A, subject to the liens, encumbrances and other matters, if any, set forth in this certificate may be conveyed and/or mortgaged by: 0 John Simeonidis and Elizabeth Simeonidis Title acquired by deed dated May 23,2014, recorded June 05, 2014 in Liber 12276 cp 480, made by John Simeonidis and Constantinos Dourmas. Premises described herein are known as: Address:230 Landing Lane,Greenport,NY County: Suffolk Town: Greenport District: 1000 Section: 043.000 Block: 04.00 Lot: 008.000 For any title cleat ance questions on this report please call: PETER TAFURI ESQ., IRMA CLEMENTE ESQ., OR THOMAS TAFURI ESQ. Regal Title Agency 90 Broad Street 18th Floor New York,NY 10004 Telephone: (212)269-5900 Fax: (212) 344-2133 NVwNV.1-egal11yc.co111 Regan Title Agency as agent for WESTCOR LAND TRTLE INSURANCE COMPANY SCHEDULE A CONTINUATION Title Number: R.T-42887 DISTRICT 1000 SECTION 043.000 BLOCS;04.00 LOT(s)008.000 ON THE TAX MAP OF SUFFOLK COUNTY ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being in the Village of Greenpoiut,Town of Southold, County of Suffolk and State of New York,known and designated as Lot No.4 and filed in the Suffolk County Clerk's at Riverhead,New York on August 25, 1966 as Map No.4709,being more particularly bounded and described as follows: BEGINNING at a point on the westerly side of Landing Lane, distant 160.00 feet southerly from the corner formed by the intersection of the westerly side of Landing Lane with the southerly side of Manhansset Avenue; RUNNING THENCE South 02 degrees 55 minutes 00 seconds West along the westerly side of Landing Lane, 100.00 feet; THENCE North 87 degrees 05 minutes 00 seconds West, 125.00 feet; THENCE North 02 degrees 55 minutes 00 seconds East, 100.00 feet; i THENCE South 87 degrees 05 minutes 00 seconds East, 125.00 feet to Landing Lane at the point or place of BEGINNLNG. E I r THE policy to be issued under this report will insure the title to such buildings and improvements erected on the premises,which by law constitute real property. FOR CONVEYANCING ONLY: TOGETHER with all the right,title and interest of the party of the first part,of in and to the land lying in the street in front of and adjoining said premises. Schedule A 2 of 2 4ni ta:�z i SCHEDULE A CONTLNUATION Title Number: RT-42887 DISTRICT 1000 SECTION 043.000 BLOCK 04.00 LOT(s) 008.000 ON THE TAX MAP OF SUFFOLK COUNTY ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being in the Village of Greenpoint,Town of Southold, County of Suffolk and State of New York, known and designated as Lot No.4 and filed in the Suffolk County Clerk's at Riverhead,New York on August 25, 1966 as Map No.4709. THE policy to be issued under this report will insure the title to such buildings and improvements erected on the premises;which by law constitute real property. FOR CONVEYANCING ONLY: TOGETHER with all the right,title and interest of the party of the first part,of in and to the land Ivine in the street in front of and adioininQ said premises. Fidelity National Title INSURANCE SERVICES,LLC PREMISES EAST: LANDING LANE PREMISES SOUTH: 1000-043.00-04.00-009.000 Charles Ganassa Liber 7743 cp 13 TO Dated: 10/30/1974 Charles A. Ganassa and Lucille Ganassa,his wife Rec'd: 11/01/1994 Charles A. Ganassa and Lucille Ganassa, his wife Liber 11631 cp 496 TO Dated: 05/21/1993 The Trustees of the Ganassa Living Trust Dated Rec'd: 06/03/1993 04/28/1993 Lucille Ganassa, as surviving Trustee, or her Liber 12836 cp 914 Successor in Trust under The Ganassa Living Trust Dated: 07/29/2015 dated 04/28/1993 Rec'd: 10/19/2015 TO Lucille Ganassa, as surviving Trustee, or her Successor in Trust under The Ganassa Living Trust dated 04/28/1993, as to an undivided 50% interest and Charles F. Ganassa, as Trustee, or his Successor in Trust under the Charles F. Ganassa Family Trust dated 10/11/2012 for benefit of Lucille Ganassa, as to an undivided 50%interest, as tenants in common LAST DEED OF RECORD FIDELITY NATIONAL TL INSURANCE SERVICES, LLC J AN 4UVA Sworn to before me this �- 6th day of March, 2018 Notary Pbr Wj(,ULE PAL.UMBO ie➢nRa y Public,Sta4©Clt Now Y[�tt;t No.02PA6056161 ." a,.,•, Quslified In Suffolk Cdunnv r nmmisslon E)(plras March 19,20 24 Commerce Drive 0 Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES'WEST: 1000-043.00-04.00-003.000 Steve Moraitis Liber 7533 cp 492 TO Dated: 11/09/1973 George I-iolevas and Georgia Holevas,his wife Rec'd: 11/19/1973 George Holevas and Georgia Holevas,his wife Liber 12640 cp 201 TO Dated: 12/08/2009 Kathren Tsoungos and Michael Holevas, Rec'd: 10/14/2010 as tenants in common Subject to the Life Estate of George Holevas and Georgia Holevas, his wife LAST DEED OF RECORD FIDELITY NATIONAL ITL INSURANCE SERVICES,LLC J A UVA Sworn to before me this 6th day o'77) f Mar , Notary V00LE PALUMBU State Of New Yorl , �lcate.ty public, I�Cn.02f'A6Ua616i �'�y QL1811fied In Suffolk COW q nmmiss}on Explres March 19,20. 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 'Fidelity National.Title Insurance Services, LLC Application Date: February 12,2018 Report Date:March 2,2018 Title No. F18-7404-106427-SUFF APPLICANT: AMOUNT OF INSURANCE: Amy O'Brien 2 Ashleigh Court Glen Cove,NY 11542 Phone: (516)220-8385 INSURED MORTGAGE: Email: OB rienTNa3 @aol.com Sales Rep: LENDER ATTORNEY: PURCHASER: OWNER: Francis and Edith Uhlendorf Trust and Amy O'Brien,Trustee OWNER ATTORNEY: SURVEY INSTRUCTIONS; ' COMPANY CHARGES:* Exam/Search $ 650.00 Sales Tax(8.6250/G) $ 56.06 230 Landing Lane PREMISES: Sub-Total 706.06 Greenport,NY 11944 DEPOSIT $ -706.06 County of Suffolk Municipality of Greenport 4 Town of Southold Filed Map: No.: Phase/Block: Unit/Lot: Dist: 1000 Sect:043.00 Block:04.00 Lot:008.000 *Municipal Search charges quoted herein are estimated only and will be finalized prior to closing, SPECIAL INSTRUCTIONS: ' ' RECORDING CHARGES:* Sub Total: $ 0.00 Each document to be recorded subject to a$25 service fee. •TOTAL CHARGES: $706.06 BALANCE DUE: $0.00 24 Commerce Drive,Riverhead,NY 11901 Phone(631)727-0600 Fax(631)727-0606 , Date: February 12,2018 Report Date: March 2,2018 Title No: F18-7404-106427-SUFF Closer: Applicant: Amy O'Brien Bank- Purchaser: Bank Attorney: Owner: Francis and Edith Uhlendorf Trust and Amy O'Brien, Trustee Seller Attorney: Premises: 230 Landing Lane Salesperson: Greenport,NY 11944 County of Suffolk County: Suffolk Municipality of Greenport Town of Southold Filed Map: No.: Phase/Block: Unit/Lot: Dist: 1000 Sect: 043.00 Block: 04.00 Lot:008.000 Type of Insurance: EXAM/SEARCH DETAIL: Variance(Southold)(Tax) $ 650.00 Total Exam/Search $ 650.00 24 Commerce Drive,Riverhead,NY 11901 Phone(631)727-0600 Fax(631)727-0606 NYS Permit Submittal Job #32455 MUNCY HOMES, INC. 08/02/2017 drm FrdW.Fr 771 1f Builder: Customer: Turn Key Obrien Name: Name. Site Address: 230 Landing Lane, Greenport, NY 11944 treet,Town,Mate,Zip Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 ) Muncy, PA 17756 51Lt.i;, r+ Contact: Darryl Mincemoyer e `;Kff EngineeringUj dmincemoyer(apremier-builders.com „,;a;° t t_ NY Approval Number: M 1387-2016-061 ` t32n � Expiration Date: Oct 4th, 2018 0 � � i�� 08/22/17 NYS Submittal Index: NY Design Specifications Structural Schedule ATC Wind Speed Area Site Map NYS "Notice of Approval' letter for system approval REScheck Compliance Certificate NYS "Truss ID Notice” Truss Manuf. Details Electrical Load Calc Door and Window Schedule Whole House Ventilation Supply Air Worksheet Braced Wall Analysis Floor Plan(s) Electrical Plan(s) Foundation Layout Elevations LVL Connection Detail Windborne Debris Detail Bldg. Cross Section Typical Plumbing Details Balance of system sheets that apply to this actual house The plans and specifications of the permit set are derived from and consistent with the plans and specification associated with the approval on file with the Dept. of State, which were approved on 10/4/2016 under system#M1387-2016-061. "WARNING: it is a violation of the NYS education law article 145 for any person, unless he is acting under the direction of a licensed professional engineer, to alter this item in any way. NY Design Specifications MUNCY HOMES, INC. 8/2/2017 t pr V •07006W Home Ident. (Job No.): 32455_000 Site Location: 230 Landing Lane, Greenport, NY 11944 Suffolk County Design Loads: Ground Snow Load: 35 GSL Seismic Category: B Wind Speed Vult: (3 Sec. gust) 135 Exp C Floor LL: (Liv'g/Slp'g) 40/30# Floor DL: 10# Applicable Bldg Codes: NYS 2016 Uniform Code NYS 2016 Uniform Code Supplement(2016 UCS) Referenced 2015 International Residential Code (2015 IRC), with specific code printing, appendices and referenced standards as identified in the 2016 UCS 2015 IECC & NYS 2016 ECC Climate Zone: 4 Method of compliance, Total UA Alternative, via Res Check, per 2015 IECC section R402.1.5 2014 NEC Occupancy Classification: 1 Family Detached Construction Type Classification: VB Foundation Type: Basement Located in Flood Zone: No Lot Line Fire Separation: No, Wall/Projections>5'from lot line Finished Floor Above Grade: <6' Stories Above Grade: 1 �X ()F NES Spriniker System Required: No �"Ag c , Index of Addtl.Specific Dwgs: 4 'f t Floor Plan Foundation Truss Detail(s) ' Electrical Plan (4)Elevations � 2 i 08/22/17 The plans and specifications of the permit set are derived from and consistent with the plans and specification associated with the approval on file with the Dept of State, which were approved on 10/4/2016 under system#M1387-2016-061. **WARNING: it is a violation of the NYS education law article 145 for any person, unless he is acting under the direction of a licensed professional engineer, to alter this item in any way. Structural Schedule for a 1-Story Dwelling: Job#:, 32455' Ground Snow Load_2 3 Basic Wind Speed VASD Exp. C Ultimate Wind Speed VULI 135 3sg Vult rr� Eq.Exp"D"Wind Speed VULT j F W1=391 plf % I F W2=333 plf Mean Roof Height 20 Wall Zone 5 E Roof Pitch 5,111- no 1�7 Truss Type 3llMona-'FIa't" Kneewall Dim. nj,a. I W3=791 plf W4=723 plf Roof Design V 'Stqn&& Loading Section-"Loads per Module" Max.Module Width House Width(nom) '28 ii" V1, Wall Height-1st Floor Typical Loads; 1st Fir.LL= 40 psf Ext Wall DL= 50 plf 1st FIr.DL= 10 psf Mate Wall DL= 40 plf (per mod.) Loading Section Formulas: W1=Truss Reaction+OH(as applicable)converted to PLF=391 plf. Reference page#2 2.3 within the Calculation Manual for loading origin. W2=Truss Reaction converted to PLF=333 plf. Reference page#2.2.3 within the Calculation Manual for loading origin. W3=[(1/2 Max Mod WIdth)*(1st Story LL+Floor DQj+W1+Ext Wall DL f(0.5 x 14)x(40+10)]+391+50=791 plf W4=[(1/2 Max Mod Width)*(lst Story LL+Floor DL)]+W2+Marr Wall DL Loading Section LL and DL Summary(plf): [(0.5 x 14)x(40+10)]+333+40=723 pif TL LL DL wil= 391 294 97 No-Transfer Load(NTL)Loading Section Formulas: W2'= 333 250 83 W3 NTL W1=[(1/2 Max Mod Width)*(Ist Story LL+Floor DL)]+Ext Wall DL W3= 791 574 217 [(0.5 x 14)x(40+10)]+50=400 plf W4= 723 530 193 W4 NTL W2=1(1/2 Max Mod Wjdth)*(1st Story LL+Floor DL)]+Marr Wall DL W3 NTL W1= 400 280 120 [(0 5 x 14)x(40+10)]+40=390 plf W4 NTL W2= 390 280 110 Footnotes Applicable to All Pages Within this Section: 1) All LVL is 1.5"wide,2.0E. LVL may be as shown or better. 2) Ext Stud Columns reference page 6 2.1.1.e of the Calc Manual. The total number of studs is reflectant of one full stud with the remaining under the header. 3) Int. Stud Columns reference page 6.4.1.a of Calc Manual. Columns shown are braced. If un braced,seepage 6.4.1.b of calc manual-choose appropriate column for reaction given. 4) Reference page 6.11.a of Calc Manual for Exterior Studs and page 6.3.1.a of Calc Manual for Interior Studs. 5) Reference Section#4 of Calc Manual for Headers,Beams and Girders. 6) For the purpose of determining truss LL&DL for W1 and W2,LL taken at 75%of TL,DL at 25%of TL. 7) Zone 5 Stud and Stud Column values used as"worst case condition"values in charts below See calc manual or alternate load section for Zone 4 values if necessary. 8) Referenced Standards. ASCE 7-02,05&10 and NDS 05,12&15. 9) Most common loading condition shown above. Load sections based on specific conditions may be generated referencing calculations in approved manual Stud Requirements:4 First Floor: 8'Wall Height 12"o c 16"o.c 24"o.c. 2x4 SPF#1/#2 OK OK NG Sidewall 2X6 SPF Stud OK OK OK 2x6 SPF#1/#2 OK OK OK 2x3 SPF#1/#2 OK OK OK Matewall 2x4 SPF#1/#2 OK OK OK 2x6 SPF Stud I OK OK OK 8ft High matewall stud coic values may be used for9ft high walls if solid wall blocking is installed at 8f off.. Sidewall Table Load=391 PLF Matewall Table Load=333 PLF 1st Flr.Headers&Girders-28'-Wide,5/12-Pitch,Standard Mono-Flat-Truss,35 Pg Table"A"- Sidewall Headers and Girders(W1): Table"B"- Sidewall Headers and Girders(Wl): First Floor Stud Columns='� First Floor Stud Columns 1'' ReactionReaction Mem' Page# [7-1,�—PF 2x6 5PF 2x6 SPF g 1 Page# 2x4 SPF 2x6 SPF 2x6 SPF No Mem Species Max Span (Ibs) z stud #1/nz No. Mem Species Max Span (lbs) p1/a2 stud #1/#2 1 (1)2x4 SPF#2(s) 31':(2'-7",) y -524 <'4.3.a 2 r. ,2,:, 2 1 (1)3.5" 2.OE,LVL ;';50"(4',2") 839 4.3.a ,2 ;2 _"•-2-,v_ 2 (1)2x6 SPF#2(s) 45"(3=9") 767 ' •.4.3.a 2 - s 2` 2: 2 (1)5.5" 2 OE,LVL „78"(6'6") 1322 4.3 a < 3 (1)2x8 SPF#2(s) 57",(4'-9")'.>; "971;` 4.3.a -3 - 2�",. .2 3 (1)7.25" 2.OE,LVL '.103"(8'-7")' 1729 4.3.a, >3 A. 2 4 (1)2x10 SPF#2(s) 70,(5-10 , 1187. ,;4.3.a 3 '2 2 Y 4 (1)9.25" 2.OE,LVL ';129"(10'-9") 2171, 4.3,a 4 3 _2 5 (1)2x12 SPF#2(s) 81"(6'-9") 1376 4.3.a• 3 „>, 2 2 .: 5 (1)1125" 2 OE,LVL 154"(12-10") 2606 ' -4.3.a fila 3' 2 6 (1)2x4 SPF#1/#2 ; 33"(2'4.'), 556 4.3.a -"2 " " ,2'`=' '2 6 (1)12" 2.OE,LVL 164"(13'-8") '2769 c : 4.3.a - fila .,.13 3 7 (1)2x6 SPF#1/#2 48"(4'-0 p ") - 814 -,4.3'd ,,` 2' " 2 c 2 7 (1)14" 2.OE,LVL 189"(15'-9" „3198 '. 4.3.a - fila„ '4, 3 8 (1)2x8 SPF#1/#2 61"(5'-1") 103h' 4.3.a' 3 --: _2 i'"2 8 (1)16" 2.OE,LVL `214"(17'-10") 1,3625 ..', 4.3 ,-3'-`. 9 (1)2x10 SPF#1/#2 _'75'(6'-T') " .1260. 4.3.a,' 3 2 2 ' 9 (1)18" 2 OE,LVL `239"{19'-11"] 4049 4 4.3.a _ n%a i,-vn%a„ 3 10 (1)2x12 SPF#1/#2 ,87"(T-3") ,„1464. 4.3.a '.,, .3 `2 2 10 263"(21':11") ,-4470 4.3 a fila , ..fila 3 (1)20" 2 OE,LVL 11 (2)2x4 SPF#2(s) j44"(3',8") „. 742 4.3.a, 2 ` 2 2, 11 (1)22" 2 OE,LVL :288"(24'-0"),,,•4890 4.3.a• fila '' n/a' '4 12 (2)2x6 SPF#2(s) 64"(5'-4") 1085' 4.3.a 3 2 2 12 (2)3 5" 2.OE,LVL `63"(5'-3") 1069 4.3 a 3. 2- 2- 13 (2)2x8 SPF#2(s) 81"(6=9"); 1376 4.3.a . _3 2'-:,•;s2 13 (2)5 5" 2.OE,LVL ,100"(8'-4") 1685. 4;3,a -- 3 -,3 2 14 (2)2x10 SPF#2(s) 99";(8'3"), 1683 4.3.a ~;,3 3 2 ' 14 (2)7.25" 2 OE,LVL -x132"(11'-0") 2226^ 4.3.a ` 4`"`,,`<'3 ; " 2 15 (2)2x12 SPF#2(s) .115"(9'-7") ;,-1952 4.3.a' 4 3 4' 15 (2)9 25" 2 OE,LVL ;Y68"(14'0") 2847 4.3.a -F n/a-s 3' - 3 16 (2)2x4 SPF#1/#2 47"(3'-11")^'; 788°_ = 43,a„; 2 2 - „.2 16 (2)1125" 2 OE,LVL '204';(17-0") _,3471^'.« 4.3.a `fila°y 4 3 17 (2)2x6 SPF#1/#2 „'68"(5',8") 1153 :'4.3.a ".3 2 2 17 (2)12" 2.OE,LVL '218"(18'-2"]''>3705 4.3.a n/a 4 3 18 (2)2x8 SPF#1/#2 .86"(7'-2") 1463 , 4.3.a' 3 2 '<,2 18 (2)14" 2.OE,LVL ',,254 (21'-2") 4331-" 4 3.a n/a':, n/a 3 19 (2)2x10 SPF#1/#2 _105"(8'-9")' 1.789 4.3.a 4 3•o^ 2 19 (2)16" 2 OE,LVL ?290"(24'-2")' _4960' 4.3.a n/a, :'n/a 4 20 (2)2x12 SPF#1/#2 "122"(SO'-2") 2076 4.3.a 4 3 2• 20 (2)18" 2.OE,LVL „326"(27'-2") 5593 4:3.a -'n/a „,Tn/a 4 ' 21 (3)2x4 SPF#2(s) ,58"(4'-10"),-- 974 :4.3.a n/a ,'"n/a „ 2 21 (2)20" 2.OE,LVL „361"(30'-1"J_ ;6226: 4.1a,,, _',n/a`'4.n/a --4,- 22 (3)2x6 SPF#2(s) '..84"(7'-0") :1426 ` '�4.3 a fila •;n/a '2 22 (2)22" 2 OE,LVL %397"(33'-1") 6863. e: '4.3:a 'nja '+,`n/a„ _ n/a 23 (3)2x8 SPF#2(s) '107"(8'-11"}, 1809 4 3.a ai/a ;n/a 2 23 (3)3.5" 2 OE,LVL ;,73"(6'-1") :1231"` 4.3,a ap/a fila 2-'- 24 '24 (3)2x10 SPF#2(s) 130"(10'-10") 2214" 4.3.a fila n/a', ' 2; 24 (3)5 5" 2 OE,LVL 114"(9'-6") 1942 ' 4.3 a n%a n/a 2 25 (3)2x12 SPF#2(s) `151"(12'-7") 2572 ` 4,3.a n/a n/a 2 25 (3)7.25" 2 OE,LVL ;,151't(12'-7") 2567 4.3 a n/a'•+;fila 2 26 (3)2x4 SPF#1/#2 61"1(5'-1")• 1036 4'3.a n/a n/a :< 2 26 (3)9.25" 2 OE,LVL ``192"(16'-0") 3287;'. 4,3.a n/a fila_ 3 27 (3)2x6 SPF#1/#2 ;; 90"(7'-6") 1517 4:3.a •,fila _.'n/a 2 27 (3)11.25" 2.OE,LVL .'234"(19'-6")-';40123 4.3.a n%a n/a3 `- 28 (3)2x8 SPF#1/#2 y113"(9'-5°} 1925 4.3.a _, 6/a 'n/a "c,-2'^ 28 (3)12" 2.OE,LVL 249"(20'-9")y`.4284', 4.3.a nJa n/a 3'= 29 (3)2x10 SPF#1/#2;138"(il'-6") 2356 '"4.3.a' ; <n/a` ;n/a > 2 29 (3)14" 2 OE,LVL 260::'(24'-2")1,`,;5012 Y..'` 43 a ;n%a K n/a 4 30 (3)2x12 SPF#1/#2 160"(13'-4"), ,2738 4.3.a :=fi/a ` nJa 3' ' 30 (3)16" 2 OE,LVL „331 (2T-7") .5746 4.3.a n%a h/a 4 A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=400 PLF 31 (3)18" 2.OE,LVL '372":(31'-O") 6485 4.3 a n/a n/a 4 32 (3)20" 2.0E,LVL ''413"'(34'-5") 7228 4Aa n/a n/a n/a 33 (3)22" 2 OE,LVL ;454'�(AT-10") 7974,i '4.3.a " n/a' o/a n/a A=LL=240,TL 180,CD=1.15 Wall Height=8ft Table Load=400 PLF Table"C"-Matewall Headers and Girders(W2): "Per Module" Table"D"-Matewall Headers and Girders(W2): "Per Module" First Floor Reaction Stud Columns s First Floor Reaction Stud Columns s s Page# 2x3 SPF 2x4 SPF 2x6 IPF s 1 Page# 2x3 SPF 2x4 SPF 2x6 SPF No. Mem Species Max Span (Ibs) #1/#2 #1/#2 #z/#z No. Mem Species Max.Span (Ibs) #1/#2 #1/#2 #1/#2 1 (1)2x4 SPF#2(s) ; 33"(2'=9");;"_490 4.3.a 1 1' ` „1 1 (1)3 5" 2 OE,LVL 52";(4'4") 769 ,`;. ,4.3.a !1„•,+ 1'- 1-_ 2 (1)2x6 SPF#2(s) ;:48".(4'-0") -717' ':4.3.a 3 2 (1)5 5" 2.OE,LVL %;82' (6'=1Q") . 1212 ;4.3.a 2 i 1 3 (1)2x8 SPF#2(s) ? 61"{5`.-1") 908 :4.3 a S 3 (1)7.25" 2 OE,LVL ;108"(9'-0") 1600,n 4,3 a. 2 1 4 (1)2x10 SPF#2(s) 75"(6'73") 1110 43.a ' J ;Y .1 ' 4 (1)9.25" 2 OE,LVL "138"(11'-6"} ;2030'x- -4.3.a. "r 2,"`5`` ,1. 1 , T 5 (1)2x12 SPF#2(s) '"87"(7`=3") ' 1288 .z 4 3.a 2 1 1 r 5 (1)11.25" 2.OE,LVL 165"(13',9") '2439" 4.31a, 3 6 (1)2x4 SPF#1/#2 . 35"(2'-11") 520- 4.3.a 1 `3 1 6 (1)12" - 2 OE,LVL `175"(14'-7") 2591 4.3.a 3 ;,,2: 1 ., 7 (1)2x6 SPF#1/#2 51"(4'-3") 762 Y4.3.a _1 , .1 1 7 (1)14" 2.OE,LVL '202"(16'-10") 2995 4.3.a 3', 2 1 ' 8 (1)2x8 SPF#1/#2 65"(5'-5") 965 ;" 4.3.a' 1 ''1 - 1 8 (1)16" 2 OE,LVL 229",(19'-1")'; 3394 i 4.3.a 4 9 (1)2x10 SPF#1/#2 80"(6"-8")' 1180 '4.3,a 2 S "1<, 9 (1)18" 2 OE,LVL ',255"(21'-3")', 3792 43a '„4 y 2 2” 10 (1)2x12 SPF#1/#2 i 93"(7'-0)', 1369, 14.3 a 2; 1 >1 10 (1)20" 2 OE,LVL `x`281".(231-511)._ 4188 ~, 4 3.a_j"'; g'<R -'2 T'` ..Z 11 (2)2x4 SPF#2(s) h 47";(3'-11") _ 693 4.3.a = fila -is.1 ," •?1` 11 (1)22" 2.OE,LVL '•307":(25'-7") 4579 °4:3.a - aS 3 ,2 _ 12 (2)2x6 SPF#2(s) 69"(5'-9")• ,'1016 4.3.9 n/a 1; '1 12 (2)3.5" 2 OE,LVL -;"66"(5'-6") 980 43.a h/a 1" 1 13 (2)2x8 SPF#2(s) 87"(7'-3") 1287 4.3.a n/a 1 1 13 (2)5 5" 2.0E,LVL •x,104"(8'-8") 1546 n/a,' 14 (2)2x10 5PF#2(s) ;'106',(8'40") 1574 , „4,3 a ;;„n/a -1 1 14 (2)7 25" 2 OE,LVL '=138"(11'-6") 2042' 4.3.a n/a, 15 (2)2x12 SPF#2(s) 123'.'(30'-3") '<1828 4 3 a n/a 1 z',_'A" 15 (2)9 25" 2.OE,LVL :17'6",(14'-8-') '261Z' 4.3:a n%a 16 (2)2x4 SPF#1/#2 50"(4'-2") 738 '-4.3.a n/a- 1, ; 1- 16 (2)11.25" 2.13E,LVL 213"(17'-9") ;,,3184;;? 4.3.a n/a ;x 2'- '1 17 (2)2x6 SPF#1/#2, 73"(6'-1"), 4079 =,4.3.a nJa , ,,1.,, .1' 17 (2)12" 2OE,LVL 228""(]9'-0") v.3400^ 4.3.a `=n/a 18 (2)2x8 5PF#1/#2 '' 92!'(7-8") 1369 „ 4.3.a-- n/a 3, 1, 18 (2)14" 2.OE,LVL :'265"(22`-1") 3976,' 4.3 a fila ' 2 2 19 (2)2x10 SPF#1/#2 ,113"(9',-5") 1675 `'4,3 a, ' 'n/a 1 ',;'.1 19 (2)16" 2.OE,LVL '303"(25'4") 4554, 4 3.a h/a,f '3 2 20 (2)2x12 SPF#1/#2 131"(10'-11") '1945 ' 4.3.a h/a 1 " 1 20 (2)18" 2.OE,LVL x340"(28',4") `$137 4:3.a n/a' 3 2 21 (3)2x4 SPF#2(s) "62"(5-2")"' 912 4.3.a;; n/a `nJa. 1 21 (2)20" 2 OE,LVL 378"(31'-6") ,5721? ;4.3 a_' 'n%a"'� ,3 2 22 (3)2x6 SPF#2(s) e90"'(7'-6") 1336 ';, .,4.3.a , -.n/a n/a 1-' 22 (2)22" 2 OE,LVL %415'(341-711) 6308 , 4:3.b ;ii/a';." 3 2 23 (3)2x8 SPF#2(s) -114"(9'-6"). 1694 "4.3.a fila 23 (3)3.5" 2.OE,LVL 76"(6'y4")= 1128 'n 4.3 a ==;n/a`x ;n/a 24 (3)2x10 SPF#2(s) ;c 139"(11'-7") 2074 :4.3.a'' h%a .-',;n/a, 1 24 (3)S.5" 2.OE,LVL : 120"(10'-0") 1781 `,,4 3.a fila h/a - =1 25 (3)2x12 5PF#2(s) 161"(13'-5") '2409 4`3 a -..n/a 'n/a S 25 (3)7.25" 2 OE,LVL ,158",(13'--2') 2355' ;4.3.a 'n/a. ';,fila 1 26 (3)2x4 SPF#1/#2 :" 65",(5'-5', 4,; •969 ''-,,4,3.a n/a h/a 1 ' 26 (3)9.25" 2 OE,LVL `201"`(16'-9") 3016 4.3.a " "h/a; , n/a 1 27 (3)2x6 SPF#1/#2 96"(8`-0") 1420 R"4.3 a fila fila ?',h 27 (3)1125" 2.OE,LVL 244"(20'-4"J 3682 ' 4.3.a n/a ,',n/a 2 28 (3)2x8 SPF#1/#2 121",(10'-1") ' '1803,, ,.43.a n/a_ ,n/a, '-1 28 (3)12" 2.OE,LVL `260"1(21'-8") 3932 "„4.3.a n/a; n/a'' 2 29 (3)2x10 SPF#1/#2;.148"(12'-4"), `2207 ,' 4,3.a : fila• n/a 1 29 (3)14" 2 OE,LVL .;303",(25'3")' ,4604„ : ..43.a- 'n/a ',n/a;,, 2 30 (3)2x12 SPF#1/#2"171"(14'-3"). :2565 4.3 a" fila fila .;1 30 (3)16" 2 0E,LVL :346"(28'-SO") 5282 i';'4.3.a ;, n/a n/a A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=350 PLF 31 (3)18" 2.OE,LVL ,'389"(32`-5") 5962' 4.3.a _ n/a:;:'n/a y :2 32 (3)20" 2.OE,LVL '431"(35'-11") -6648 4.3.a fi/a ;;,ri/a ., :2 33 (3)22" 2.OE,LVL :,474'!(3T-'6") 7338 ';,'4.3.a n/a '•an/i, 3 A=LL=240,TL 180,CD=1.15 Wall Height=8ft Table Load=350 PLF 1st Fir.Fir.Girders-28'-Wide,5/12-Pitch,Standard Mono-Flat-Truss,35 Pg Table"E"-First Fir.Fir.Girders(W4): "Per Module" Table"F"-First Fir.Fir.Girders(W4): "Per Module"-No Roof Load First Floor First Floor (W4-W2) Reaction page# Reaction Pae# Page Mems Species' Max.Span (lbs) No Mems Species' Max.Span (lbs) 1 (1)2x8 SPF#2(s) 42":(3'-6") it '1327 4.2.b' 1 (1)2x8 SPF#1/#2 57"(4' "=` 961 x,v4.1,a 2 (1)2x10 SPF#2(s) 51"(4'-3")-- 1621 '4.2.b_ 2 (1)2x10 SPF#1/#2 ;70"(5'-10;') ;,1176 3 (1)2x12 SPF#2(s) 60",(5'-0") 1882 4.2.b 3 (1)2x12 SPF#1/#2 81"•(6;-9") ` 1365 >;4,1.a. 4 (1)2x8 SPF#1/#2 45''(3'-9") ' '1410 "',`1.4.2,:6„" 4 (1)7.25" 2.OE,LVL 90"(T4") 1517 ,t 4.1 a 5 (1)2x10 SPF#1/#2 54"(4'-6") 1724 42 b 5 (1)925" 2.OE,LVL ,115"(9.'-7") 1939 4.1.a 6 (1)2x12 SPF#1/#2 63"'(5.73"f" 2000 4.2 b". 6 (1)1125" 2.OE,LVL 'i46"(11'-8") 2362 ;. 4.La, 7 (1)7.25" 2 OE,LVL '72:'(6�g) -•2261',, 4.2.b 7 1 (1)14" 2 OE,LVL 174"(14'-6")-,`2944 4.1.a- 8 (1)9 25" 2.OE,LVL :=92"(T�8") " 2888 ° :4.2.b,,, 8 (2)2x8 SPF#1/#2 z,81"(6'79") ' ;1364?, :4.1.a 9 (1)11.25" 2.OE,LVL x.-111"(9'-3") 3513 "4.2)6 9 (2)2x10 SPF#1/#2<'>98"(W-2") 1667; ,4 i.a 10 (1)12" 2 OE,LVL '.119"-(9'-11")' 3751: 4 2.b 10 (2)2x12 SPF#1/#2 114"(9'-6') 1936 "; .4.1,a' 11 (1)14" 2.OE,LVL ,138"(11'-6") 4369 4.26'', 11 (2)7.25" 2 OE,LVL 115",(9'-7")' 1945 :, 4.1.a" 12 (1)16" 2 OE,LVL 157".(13'-1"), 4951 4.2.b,- 12 (2)9.25" 2.OE,LVL 147',"(12'-3") ;2489 4.,j.a 13 (1)18" 2.0E,LVL 175"(14'-7"), .5526' .4.2 7b 13 (2)11.25" 2.OE,LVL f,'178"(14'40 ;"3037,.,,-?4.1.a , 14 (1)20" 2.OE,LVL 6098 .,4.2 b;y 14 (2)14" 2 OE,LVL `"222" 15 (1)22" 2.0E,LVL :'211"(17'-7") 6667 �4.2.b; 15 (3)2x8 SPF#1/#2 .106'.'-(8'-10") `1795 '4.1.a- 16 (2)2x8 5PF#2(s) =59"(4'11") 1880 4.2.b 16 (3)2x10 SPF#1/#2 ,129"(10`-9"j 2197 17 (2)2x10 SPF#2(s) ` >73"(6'-1" 2297 4.2.6 : 17 (3)2x12 SPF#1/#2 „149x'-(12'-5"J 2552 '4a.a 18 (2)2x12 SPF#2(s) 84"(T-0'">) 2667 18 (3)7.25" 2 OE,LVL 132"(11'-0") 2250 ' ; 4.1.a 19 (2)2x8 SPF#1/#2 63"(5'-3") 1998 4,2,b,' 19 (3)925" 2.OE,LVL �169"(14'-1") _"2884,s<.;�',4.1.a 20 (2)2x10 SPF#1/#2 77",(6'--5") 2443 A`,xy4.2.b 20 (3)11.25" 2.OE,LVL 205"'(17.'4") 3525.1`:;,4:1..a' 21 (2)2x12 SPF#1/#2 89"(7'-5") 2832 4.2 b 21 (3)14" 2.OE,LVL .256""(21`4"J °4414;` '4.1.a" 22 (2)7.25" 2.OE,LVL ?> 92"_(7'-8'.') ,--2910 4.2.b A=LL=360,TL=240,CD=10 Table Load=400 PLF 23 (2)9.25" 2.OE,LVL 117"(9'4',), 3116 4.2'b', 24 (2)11.25" 2 OE,LVL -143"(11'-11",) 4529 4.2,b',. 25 (2)12" 2.OE,LVL 153"(12'-9") 4835 ,4,2.b 26 (2)14" 2.OE,LVL -378",(14'40") `5652: 4.2.6•„, 27 (2)16” 2.OE,LVL 'r 204'„(1T-O') 6468. '-4.2.b 28 (2)18” 2.OE,LVL 229"(19'-1.')'=7290.,'-42.b 29 (2)20" 2.OE,LVL �'255"(2i'-3")x .8115= ,,•.4.2:6' 30 (2)22" 2 OE,LVL 280",(23'4") 8939 -"',42b" 31 (3)2x8 SPF#2(s) 78",(W-V) 2470 32 (3)2x10 SPF#2(s) 95",(7'-11")-°;3019, 4 2.b, 33 (3)2x12 SPF#2(s) _111"(9'-3") 3506 ,. 4.2.b 34 (3)2x8 SPF#1/#2 83"(6'-11") ,2627 4,2.b 35 (3)2x10 SPF#1/#2 -101"(8'-5"), 3213', 36 (3)2x12 SPF#1/#2 ;'1171i..(9'-9") x3728 37 (3)7.25" 2 OE,LVL 106"(8'-10") 3366 -42b 38 (3)9 25" 2.0E,LVL 136','(11'=4") „4304 39 (3)11.25" 2.OE,LVL 165"(13'-9"),;, 5247 '%3,2.b 40 (3)12" 2 OE,LVL .1176"(14'-8") 5603 '4.2.b 41 (3)14" 2.OE,LVL <205",(17'-1',')v'.'6553'_r?,;4.2_b 42 (3)16" 2OE,LVL ..235"(19'-7'); ,7511 ;n 4.2.b_ 43 (3)18" 2.OE,LVL 1.264°,(22'-0") 8470 ,-',4,ib 44 (3)20" 2.0E,LVL '294",(241 66 9435 ;4',1b', 45 (3)22" 2.OE,LVL 323"(26'-11"),.10404 ,` 4.2.b'•' A=LL=360,TL 240,CD=115 Table Load=750 PLF v' �, .;�,a`5^�Y" @'Y£.S ,a:�, "g�',•,lr,�a q Se �a,��. �:k .- �q,' s�. �,lH �7�>"a •�PPSe,t Y �� _ Y «a ri. y:s"-% �'`"Y-s�,' ..sFb�,:. 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"II `l, v'�U- ,✓6' amµ f�� c ��✓s .l%,'St�3" „g �''4 ,j,,' ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results " ` Query Date:Wed Aug 02 2017 Latitude:41.1101 Longitude:-72.3534 ASCE 7-10 Windspeeds _ 4 9-t46n ty tt5 (3-sec peak gust in mph*): Risk Category I: 124 Risk Category ll: 135 Risk Category III-IV: 145 2= ; MRI**10-Year:80 MRI**25-Year:90 MRI**50-Year:99z MRI**100-Year: 109 Bayes ASCE 7-05 Windspeed: west d 's - ^eeiin9 rI cr' y.£, rw 120(3-sec peak gust in mph) „ ASCE 7-93 Windspeed: nrt�p int s 86(fastest mile in mph) :Miles per hour *Mean Recurrence Interval Users should consult with local budding officials to determine if there are community-specific Hund speed requirements that govern M Print your results WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of Its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. Sponsored by the ATC Endowment Fund-Applied Technology Council-201 Redwood Shares Parkway,Suite 240-Redwood City,California 94065-(650)595-1542 y� x f,�.f i...IM�`�f'"t�a`'�y$}��>F; n � •Ftp��t � � �.Y��j{� 3 , �rj ~r•�� L ,��hi t. y1 /,'S /^SSS� .. S[�aFryZ� ;;fir r Yt"" � �`r„'CI� � �f �."�"�'.*tI� "3.,,,� � •,�,. t nyy�Ia�- � Y r 4 . A ziP ^yy -clanhansetrAve .• !µ' w f�b.. i� ft .4'��a� t:iur: .':�a•! �a��•,rt r, �'k,k� _ rY ;''.. ��,., P :k, �' �.r , r-r "'i,�. r�t),� Ci �_�` �� J• 4.lr G�;,.it .,_ E t ,t' J. Y�. C `R •.` ;`� ` - til• F �,(1" 1..� 1� >..� / +,. ii * e n R' �k%s � M* 4•�. 71. ...... ... �,j�y�/yjlv):. _....:., >.".,us .,. : s�r ��`s, "' ' f� � 4H� `•-� S�! .. �``s,'" �f� � h. �;. r > t f ' � E�� f 1x�. .+ � c t� T 1. •>� Jt �.. E y:�..3�c. .a�� .� �'.j Ii �>fi � A« t,� sy L• .15.��{ . iF � L ... � f 3 awou1141 1 - ' �� ,4,,}. .„ r r;. '�' xs_ gyp • ,�'jr 4OF L.—„t. e"jlt.• { l ..f /� �� i-�+Y �[: .dam 11 1 '�' ..!'^' y� N' :h. OQ�@�...:; -. .�� V r.„f �u,6,, a j "'..•'~ 'h-t'r"' 'c •cA:.._. S; t y r. ' DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO TELEPHONE:(518)474-4073 - SECRETARY OF STATE W W W.DOS.NY.GOV October 4, 2016 Mr. Richard Bird Director of Engineering Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 Muncy, PA 17756 RE: NEW SYSTEM APPROVAL NUMBER: M1387-2016-061 Dear Mr. Bird; In reference to your written`application for approval received July 29, 2016; with additional information provided September 30, 2016; to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses) System of Models designated M1387-2016-061 is hereby approved to allow such construction in compliance with the NYS 2016 Uniform Code (2015 IRC &2016 UCS-NYS). This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until October 4, 2018 unless sooner revoked, and is subject to renewal at that time. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 90 PSF , Seismic Design Category: B, C or DO Townhouses shall be designed to Seismic C or DO (Per 2015 IRC Section R301.2(2} Basic Wind Speed: 115 mph to <140 mph Vult Wind speed >140 mph will require engineered design. Individual projects located in regions having a basic wind speed of 140 miles,per hour or greater will require an individual model be submitted to the Division for review and approval. Exposure Category: Exp C (standard) Exp D (optional) . Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions" and"Non-Hurricane Prone Regions." 1. The manufacturer will submit a monthly report summarizing (listing) all permit sets with information about project location, production serial number, and approval number. 2. The Division will periodically request permit plan sets be submitted for individual review. Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally,the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; "The plans and specifications of this permit plan set are derived from and consistent with the system set of plans and specifications approved and on file with the Department of State, which were approved on October 4, 2016 under Systems number M1387--2096-061." NEWYORK Department STATE OF OPPORTUNITY of State Page 1 of 3 The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components, foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2015 IRC and the NYS 2016 UCS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2015 IRC and the NYS 2016 UCS and the design methodology associated with the ASCE 7-10 design standard. Individual permit plan sets shall provide the following information- Cover Sheet which provides information on: • The project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load, seismic design category, wind speed, live loads, dead loads, flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used "for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2015 International Residential Code and the 2016 Energy Conservation Construction Code Supplement of New York State. • The Occupancy Classification and Type of Construction. • Applicable general notes • Index of drawings • Manufacturer's title block • Verify the intended foundation type and height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2015 IRC Section R302 "Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers" and Table R302.6 "Dwelling-Garage Separation". Foundation Plan (informational only)showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt location and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure First and Second Floor Plans showing: • Location of the"insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and egress window locations • Location and amounts of wall bracing based on Table R602.10.1 and length requirements based on Table R602.10.5, including the requirements specified in Section R602.11 for Seismic Design Categories"D0, D1 & D2" • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Materials used in roof and wall assemblies • Insulation types, sizes and "R" values • Field completed insulation assemblies • Building integration details (module connections) • Location of required fire blocking • Roof truss bracing and structural connections (uplift, lateral, etc.) •, Applicable project specific notes Page 2 of 3 Building Elevations showing: • Floor to floor wall heights • -Finished grade line and distance to 1 st finished floor to show need for compliance with R313.5 for automatic sprinkler system • Building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items (stairs, landings, handrails, lighting, etc.) • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain, waste and venting layout including all pipe sizes • Potable water supply piping • HVAC equipment and duct sizing information • Heat loss calculations upon request Miscellaneous Plans and Details showing: • Non-typical details and design calculations for(prow roof, dormer framing, cantilever beams,wind columns, thrust beams, etc.) • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Summary of references to system for selection of structural members • REScheck energy compliance reports • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the New York State 2016 Uniform Code (2015 IRC &2016 UCS-NYS). A copy of this letter, minus the Reconciliation of Fees page,shall accompany all plans and specifications submitted as part of a permit application. Prior to shipment from the factoryeach manufactured home, model and 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 at: http://www.dos.nv.qov/DCEA/Pdf/InsigniaofADDrovalOrderFormDOS 1962.pdf.. Please Note: Use the System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, John R. Addario, Acting Director Division of Code Enforcement and Administration Enclosures: One (1)stamped set of full size plans Reconciliation of Fees cc: Richard Wenner, PFS Corporation, 2877 Skatetown Road, Bloomsburg, PA 17815 (via e-mail) Page 3 of 3 REScheck Software Version 4.6.4 Compliance Certificate Warning:It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Project #32455_000 (Job_5/N) � � �, Energy Code: 2015 IECC t� § Location: Suffolk County, New York Construction Type: Single-family ,ti "�' _ tai Project Type: New Construction Conditioned Floor Area: 1,320 ft2j Gig,t325':) Glazing Area 13% O 08/22/17 Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Customer: Obrien Builder:Turn Key D Mincemoyer 230 Landing Lane , NY Muncy Homes, Inc. Greenport, NY 11944 1567 Rt442E Muncy, PA 17756 Compliance: 0.4%Better Than Code Maximum.UA: 257 Your UA: 256 Maximum SHGC: 0.40 Your SHGC: 0.25 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 Ceiling 1: Flat Ceiling or Scissor Truss 1,320 38.0 0.0 0.030 40 Wall 1:Wood Frame, 16" o.c. 220 21.0 0.0 0.057 9 Comment:front Window: 3-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 47 0.290 14 SHGC: 0.25 Comment:f 3 Door: 1-36 x 80 9 Lite: Solid 22 0.350 8 Comment:f 1 Wall 2:Wood Frame, 16" o.c. 220 21.0 0.0 0.057 8 Comment: rear Door: 2-R0= 72.5x80.5:Solid 82 0.520 43 Comment: r 2 Wall 3:Wood Frame, 16" c.c. 384 21.0 0.0 0.057 18 Comment: left Window: 4-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 62 0.290 18 SHGC: 0.25 Comment: 14 Wall 4: Wood Frame, 16" o.c. 384 21.0 0.0 0.057 17 Comment: right Window: 1-30 x 42 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 9 0.290 3 SHGC: 0.25 Comment: rt 1 Window: 1-30 x 49 SL:Vinyl/Fiberglass Frame,Double Pane with Low-E 10 0.290 3 SHGC: 0.25 Comment: rt 1 Project Title: #32455_000 Qob_S/N) Report date: 08/08/17 Data filename: OAPremier Data\REScheck 32000\Untitled 4640 drm.rck Page 1 of 10 Gross-Area Assembly or Cavity cont. U-17actor UA Per meter." Window: 1-48 x 10 SL Transom:_Vinyl/Fiberglass Frame, Double Pane with Low- 3 0.270 1 E SHGC: 0.29 Comment: rt 1 Window: 2-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 31 0.290 9 SHGC: 0.25 Comment: rt 2 Door: I-RO= 72.5x80.5: Solid 41 0.520 21 Comment: rt 1 Floor 1:All-Wood joist/Truss, Over Unconditioned Space 1,320 30.0 0.0 0.033 44 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. '96�-'J' A*"'Wap'- Digitally signed by Darryl Mincemoyer Darryl Mincemoyer /•-Date:2017.08.08 07:55:26-04'00' Name-Title Signature Date Project Notes: 1- Calcs reflect only that portion of the unit assembled in the factory& included in the REScheck. Should further living space be added or finished a new REScheck shall be completed by others. — 2- For unconditioned basements &cape roofs spaces, the builder shall enclose basement&attic stairs. The walls surrounding the basement& attic stairs shall be insulated & protected with a vapor barrier. The bldr is responsible for supplying all materials. 3- In houses that have factory installed floor ductwork, the bldr shall be responsible to install the insulation floor insulation under the duct. 4-An IRC & IECC Air Barrier& Insulation Checklist is partially completed in plant&supplied to builder with final house packet for on-site completion by others. Warning:It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. A, Slkil Vo t°~� C "P 08/22/17 Project Title: #32455_000 Oob_S/N) Report date: 08/08/17 Data filename: O:\Premier Data\REScheck 32000\Untitled 4640 drm.rck Page 2 of10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. , •' _. ,.,;.. .. .•y,,:, Plans Verified ":Field'Verified Pre=lnspectioq%Plan Review Complies? Commen#s%Assumptions Value' Value 41 ❑Complies ;. 103.1, ;Construction drawings and 103.2 documentation demonstrate `` _ '' ;_> r' '` ; -,.•, ❑Does Not [PR1]1 ;energycode com liance for the Y p N 1 building envelope.Thermal ot Observable ' envelope represented oSsz.' '- , "' E ❑Not Applicable ; !construction documents. 103.1, !Construction drawings and ❑Complies 103.2, 'documentation de '' _" p j monstrate ❑Does Not , 403.7 ;energy code compliance for [PR3]1 I,lighting n mechanical systems.lighting a §'' =- = `•< „ l❑Not Observable ' = P'_,:f<.rF,` _' - =: :i ; !Systems serving multiple , ,,.'`x'" Yy '" �s:A>,.,E1Not Applicable !dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. a 9 9 equipment Heating: Heating:-- ❑Complies ; 3�Q2:1;;- ,Heating and coolin a ui ment is; Heatin , 403.7',,-k- ; sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]Z ;; : <on loads calculated per ACCA ; ; Manual J or other methods Cooling: Cooling: ❑Not Observable Btu/hr Btu/hr ;❑Not Applicable ;i approved by the code official. f ; pP ; Additional Comments/Assumptions: 11 High Impact(Tier 1) �2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #32455_000 (job_S/N) Report date: 08/08/17 Data filename: O:\Premier Data\REScheck 32000\Untitled 4640 drm.rck Page 3 of 10 Section► , �. :.�. .. t., H. . . ;.k. ,.. # _ Foundation Inspection.,.,.",,",. Complies?r = . Conimenfs/Assurhptibns` 3tI3:21 > - A protective covering is installed to ;❑Complies [0011jz i protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below '` � Y grade. UNot Observable, ❑Not Applicable 9"'," Snow-and ice-melting system controls;❑Complies ; jFpk2J? installed. ;❑Does Not ❑Not Observable; ;z✓`z r= ; ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) "2:. Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: #32455_000 Oob_SIN) Report date: 08/08/17 Data filename: 0APremier Data\REScheck 32000\Untitled 4640 drm.rck Page 4 of 10 section:-: Plans Verified"', °Field Verified V^ Framing/Rq gh4n Inspection ?,Compl"ies?, Cd rimenis/Assumptions & R'eq.ID.1 Valve °_' Value 402.1.1, ;Door U-factor. U- �; U- ❑Complies ;See the Envelope Assemblies " 402.3.4 j ;❑Does Not ;table for values. [FR1]1 ❑Not Observable ; ' ;❑Not Applicable 11 402.1.1, Glazing U-factor(area-weighted ; U- ; U- :[]Complies ;See the Envelope Assemblies 402.3.1, average). T❑Does Not :table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 i ;❑Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products[ `'; F. = " '_ _= "f` J❑Complies ' [FR4]1 are determined in accordance ❑Does Not ; with the NFRC test procedure ❑Not Observable ' taken from the default table. _ '-'- ''- _ .ywa ` : ' r::_;:s1"..❑Not Applicable ; 402.4.1.1 <Air barrier and thermal barrier ❑Complies ' Not [FR23]1 1 installed per manufacturer's Fz x f., _ - ;I❑Does instructions. a W °< .-.'. '. 'c'°n` ❑Not Observable ' ❑Not Applicable plies 402.4.3 I Fenestration that is not site built "_°'?❑Com [FR20]1 i is listed and labeled as meeting ;<%; ,._ _; •.x - =_ ,w ❑ r , A. ,;,: Does Not IAAMA/WDMA/CSA 101/I.S.2/A440r=3: ;'' ;_- E?a>=`;: _ > „ = i or has infiltration rates per NFRC . :N""y_` w` ,y'> " ,.-❑Not Observable ; r ❑Not A licable 1400 that do not exceed code Eq. tN°'` - a' PP limits. ' ,ry u. 'E 462:4e5^ ;IC-rated recessed lighting fixtures - ,;;j❑Complies ; 016j?` `Isealed at housing/interior finish s' h, x'-9 `x i❑ : u° , Does Not and labeled to indicate <2.0 cfm g, " ,:: ❑Not Observable ' 'leakage at 75 Pa. ==,. >:.c7` =;:,❑NotApplicable 403.2.1 !Supply ❑Complies ' and return ducts in , [FR12]1 !insulated >= R-8 where duct isi❑ ; Does Not j>= 3 inches in diameter and >_ R-6 where < 3 inches.Supply and -ft's°4"`.g []Not Observable , x a !return ducts in other portions of = '❑Not Applicable ;. Ithe building insulated >= R-6 for 2 diameter>= 3 inches and R-4.2 '` for< 3 inches in diameter. [a ^ a z'•=` .' =4 p'" 403.3 :5>;Building cavities are not used asx°>'=` < Tµ _ ;µ ;(❑Complies , [FRi5P3z', °"Iducts or plenums. �, µ �•k ; h;- ' `"j' 4❑Does Not :€❑Not Observable []Not Applicable ; 403:4;.' ' i HVAC piping conveying fluids R- R- ;❑Complies [FRl7l?' above 105 °F or chilled fluids ! ;[--]Does Not ! :.!below 55 °F are insulated to >_R- �. '❑Not Observable ; •❑Not Applicable I 403.4.1 !Protection of insulation on HVAC ' "'mf.. I` ^ ❑Complies ' [FR24]1 piping. 1 :3,..xu = ,# . ❑ 1 ' �,>_. : X'� Does Not , W~ ❑Not Observable ! ❑Not Applicable 403.5;3 ^ Hot water pipes are insulated to R- R- ;❑Complies [f!118j?, >_R-3. ! ❑Does Not ❑Not Observable ; ;❑Nat Applicable 40 ❑Com lies 3.b;. ' 'Automatic or gravity dampers are = ;; ,[A ,T='N r. :, :,, ,- " p ; [Ftt19]? i installed on all outdoor air k _ "m '%�" -;a`w"' ` -'`3 f❑Does Not ! intakes and exhausts. + ❑Not Observable ; s i "`i R• =µ _ «❑Not Applicable ; 1 High Impact(Tier 1) Z Medium Impact(Tier 2) 3T' Low Impact(Tier 3) Project Title: #32455_000 Oob_S/N) Report date: 08/08/17 Data filename: O:\Premier Data\REScheck 32000\Untitled 4640 drm.rck Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2= Medium Impact(Tier 2) [3.' Low Impact(Tier 3) Project Title: #32455_000 Qob_S/N) Report date: 08/08/17 Data filename: O:\Premier Data\REScheck 32000\Untitled 4640 drm.rck Page 6 of 10 ' ' ns Verified VeRfied oiiiinen E]Does Not .11�N —,!or the installed R-values '_!E1Not Applicable 402.1.1, Floor insulation R-value. R- R- ;E]Complies See the Envelope Assemblies 402.2.6 Wood 1 F-1 Wood :table for values. 1E] Steel 1 Steel :[]Not Observable UNot Applicable it 303.2, ;,Floor insulation installed per ElComplies 1ODoes Not 402.2.7 :manufacturer's instructions and [IN2]1 !in substantial contact with the UNot Observable 01 ;underside of the subfloor,or floor able fframing cavity insulation is in N, !contact with the top side of sheathing, or continuous ' tinsulation is installed on the underside of floor framing and extends from the bottom to the :top of all perimeter floor framing 402.1.1, Mall insulation R-value. If this is a! R- R- ;,[]Complies I See the Envelope Assemblies :table for values. 402.2.5, mass wall with at least 1/2 of the E] Wood F� Wood ;E]Does Not 402.2.6 wall insulation on the wall 0 mass mass 1EINot Observable [IN311 exterior,the exterior insulation 0 Steel E] Steel 'E]Not Applicable requirement applies (FR10). 303.2 Wall insulation is installed per ElComplies [IN411 manufacturer's instructions. El D Not oes "IE]Not Observable :!E]Not Applicable Additional Comments/Assumptions: ` I I High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) :J Project Title: #]J4S5_UODOobS/N) Report date: 88/08/17 ' ' Project Title: #334S6_U88 (Job_S/N) Report date: 88/08/17 Sectiori; Plans Verified, Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions Si Req:ID: 403:6.1., ;All mechanical ventilation system ❑Complies ; fF125J? 'fans not part of tested and listed r. fi=r ❑Does Not I HVAC equipment meet efficacy <- .and air flow limits. i❑Not Observable ' X 'y^ ❑Not Applicable i 4Q32. ;Hot water boilers supplying heat µ ; .❑Complies [Ft26}z 'through one-or two-pipe heating •° wn ,'. „ ;y ❑ I Does Not systems have outdoor setback = y " ❑Not Observable ' control to lower boiler water ` ; =temperature based on outdoor ` ❑Not Applicable temperature. 403 5:L.1 Heated water circulation systemsi .£, s- ❑Complies fF12812 um;have a circulation pump.The i _:❑Does Not °',system return pipe is a dedicated return pipe or a cold water supply` ❑Not Observable pipe. Gravity and thermos- ?.,AK, ❑Not Applicable ; ;syphon circulation systems are ?" 'not present. Controls for f circulating hot water system s u pumps start the pump with signal for hot water demand within the i I occupancy. Controls I •:automatically turn off the pump when water is in circulation loop ;f is at set-point temperature and no demand for hot water exists. 403.5,12,;Electric heat trace systems is «e >_< ;❑Complies [Y1241 comply with IEEE 515.1 or UL Y- '" _ `❑Does Not 515. Controls automatically ;adjust the energy input to the rm` y `❑Not Observable i 'heat tracing to maintain the =,P €•">' ❑Not Applicable ; desired water temperature in the piping. 403.5:2 ;Water distribution systems that , ' -❑Complies [F[3012 " 'have recirculation pumps that j- ❑Does Not -;pump water from a heated water .r`>T ' ; ,: "c i A supply pipe back to the heated `a;" ' ❑Nat Observable water source through a cold {`' .' ❑Not Applicable i water supply pipe have a 3 t I demand recirculation water f- t system. Pumps have controls I' y' that manage operation of the a pump and limit the temperature i of the water entering the cold water piping to 104°F. 403.5.4 Drain water heat recovery units = :• "' _ ❑Complies ; [Fl3j?, tested in accordance with CSA s. , ;',m.z-` ❑Does Not .,z. B55.1. Potable water-side pressure loss of drain water heat i '❑Not Observable recovery units < 3 psi for _ ❑Nat Applicable ; individual units connected to one ;, F or two showers. Potable water- I `side pressure loss of drain water I _ !heat recovery units< 2 psi for individual units connected to 'three or more showers. " I 404.1 ;75%of lamps in permanenti = ❑Complies [FI6]1 fixtures or 75%of permanent "': `❑Does Not i ;fixtures have high efficacy lamps. - Does not apply to low-voltage �'; :�:;\ ❑Not Observable I I lighting. _- _` ' ❑Not Applicable ; 404.1:1 'Fuel gas lighting systems havec JEComplies [F12313 no continuous pilot light. HY' I❑Does Not ` W ❑Not Observable K -1❑Not Applicable 1 High Impact(Tier 1) _ Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #32455_000 Qob_S/N) Report date: 08/08/17 Data filename: O:\Premier Data\REScheck 32000\Untitled 4640 drm.rck Page 9 of 10 ,.,° Plans''Ve4i`ed "•Fields Verified #' FinaLinsection`Provisians „,.: Complie's? Comments/Assumptions Value.:;, s i/alue ,.., =mom'_ *,” _ - -, 4013' Compliance certificate posted. -;�;�, <�-,�,�,r s;;;�A�• - x�"„ Y .❑Complies , Does Not ❑Not Observable >;s _= "'3 = •:❑Not Applicable 303 3 ` Manufacturer manuals for ❑ Complies [F11813' mechanical and water heating = 3 , M` ❑ pa: T I Does Not ;systems have been provided. ❑Not Observable ; ` ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2.; Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: #32455_000 Qob_S/N) Report date: 08/08/17 Data filename: O:\Premier Data\REScheck 32000\Untitled 4640 drm.rck Page 10 of10 2015 IECC- Energy Nil Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): ' Window 0.29 0.25 Door 0.52 . .s Heating System: Cooling System: Water Heater: Name: Date: Comments 1V.�iJNCY HUMES� INC_ - ~ MS47-ce-t-44=3M1U;1._:3r Maucp�PA 17766 Muncy Homes # Superior Euilders # Premier Builders DATE: 08/03/17 JOB#: 32455 BUILDER: Turn Key The following information is being provided by the modular manufacturer to aid the Builder in completing the NYDOS required Truss/Pre-Engineered Lumber/Timber Frame Notice per Title 19 NYCRR Part 9265. The Builder shall be responsible to complete the remaining information on the required form and shall submit the completed form to the Authority Having Jurisdiction upon application for the Building Permit. PLEASE TAKE NOTICE THAT THE: (check each applicable line) [J New Residential Structure ❑ 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) Q Truss Type Construction (TT) Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S): (check each applicable line) ❑ Floor Framing, Including Girders and Beams(F) Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) Job Truss TNssTypa Qiy P1r 2.12 78322 HM753214 HINGE MONO 1 1 1,TP Flat 26r-28'-60190 Universal Forest Products(nc„Grand RapAs,61149525,&Vko Patten 7.$10 a Jan 29 2015 MrTek indusfd s,(nc,Wed 1day27 12.04:5320115 Copyric ht ' 2015 Uhiyefsal-Forest Pr6ducts,lric,All Rights Reserved Catntilever Detail '6 5 LL SMH10E 3 4' e 0-10-12 toy 2-0 REACTIONS ' 5.00 Ff2X31` M.axHorz8=376(LG9),6-101(LC14) - .- ItiaxUpktt8=-4�5(LG9j,T-412(LG8) 10 MaxGrivB=1231 (_O14),7=724(LC14) T2 1Cut Cut-off O.tC - r03Ai All, ` Cantilever aCt0-t SM i8A .� 0300pt. aetall l� A.6s , Cut ox I1 i 1 Eur W4 ?? 0-4-H12' Rx5 5x5 U 8 8x8 7 REACTIONS 2X61 li 0.1-8 Max Horz7=376(LC9),6=401{LG�14) (J-1012, 2=78 1"_0 „ Max Upr*1=374(LC0),7=-533LLC9) - - 13.10.112 - � MaiCGrdv1=E3o(LC14);7=1025(LG1d} Plate Offsets 11:0.2.81-0- 1'0.0.90-02'03-0 05S 3:0.1 00-0$ 4:0 0 0 0-i-0 17:0-2-4,04-0,1&0-341','04-01 SPACING 2-0-0 'SPACING-,14-0 SPAC)NG:1,0-0 OSL DEFL. In ((oo) Vdefl Ud PLATES ;C1MIP LOADING(pst} _ WADING(psl) LOADING(psp Pate Grip OiJL t,16 To 0,85 V'art(LL) -0.10 R6 X999 240 )r1T20 1871t44 TCtL —4s.2 =TALL 69.3 TCL.L -924 LumberDOL 1.15 OU-0 1�4 t(Ct) b;20 7.8 >761 180 -MT16HS 1911144 {GrotindSnoW 60.0} (Ground5iko4r90,0) (GrptrtdSgaw 120;0) Rep`Stiesslncr YES' WB 05Z }Iarz(CT} U.U2 7 .n/a rJa TCDL 7.0, TCOL 10.5 TCDL 14,0 BOLL 0,b' BCLL 0,0= HCLL 0,0• Code16C21WSC2015} {Matdx) LNelghl 69 yo SCOL 10.0 BCDL 15.0 BCDL 20.0 TPI2014 FT=,0%$ LUMBER. BRACING, -• TOP CHORD.2x6SPFNot•Except• TOP CHORD' _.StnxIuralwood sheathingduecWapp5eborx-2-0ocpurins, o*c2pteridVerticals,(PJ 'r-T3:3St4§PF Stud BOT.GHORtiP--10gtd ceimb d,fedty a'pp5ed of E-",pc nc brarutg, -HOT CHORD•2k6SPFNo2 WEBS 1Rawtatmtdpt 27 WEBS ,2GISOF Stud'ExcepV, '• "Ma,l W2 Zx45PFNo,2,W4:2X10LSLTnissGrade ,•F,' !+ L1.'r�?4rL; RE!40W lS, (ws#e) 7�Z7$910.1-EL(Min.U-1-0),6=-U1frla4h8hrcat,1=830!03-8(afT.0-1-8) MaxHorz6=-000(LGi4),1=376(LC9) APPROVED -1 it• r' (rMaxt)pfft7=Sis(Lca),1-`351(Lc9} ^' CJ + I•( �I; r C, Ma&Grav7=973(Le 14),1=89T(LC 14) DATE 6/14/16 aYt 1 PFS CORPORATION ' Cj ,1 t. FORCES,;(th)-raat2jnuig CornprasslonfMaxroum Telrsion Bloomsburg,PA Ky �y)I" •} -TOP CHORD 1-2=-0748f636,2 3=664191,310-03,iK18,A•10'�181fiO4,A 5-212161;5 5=-114168,7 8 684150 BOTCHORD 1-11=•1000/1458,Ti-12=-iCOO/1456 6-t2=-1000/1456„7.8=-100011456 ; # }HERS ,25=044f4,27=1f331755,A9-752l552 REQUIREDFIELD dbWT CONNECTIONSRfabmurn,Cortipression jmjlMa amtrm Tenstan(rb)f Ma>drttum Shear.Qb)/t taxatium Moment(itr hT) «r C n d �1,i ,;i1h 5=139167181110,9-7,591552T4*0 s i T)Nada 0:1=19[angth x0.012 deep dodo,0-i-8.and 0-10.8'to loft edge edge front joint i on the bottom face: -2)Wmd,ASCE 7-10,Virg=155mph(3-second'g4si)Vasd=123inph Q241n b,c.;7CDL=2,tpsr:BCDL--3.Opsf(All.i80mpb @161n 6.c.;-rCDL=_3,ips1;,, BOOL=4,5pso:.(Alt-18ompti,@12in o c.;'TCDL=4.2psf;9CCL-S.0psQ;h=30ft;Cit.11;Epxpp C:enclosed-MWFRS(eiiVefope)'gable end gone and C-O ExterioA2)zona;cagWverTeRe os>3d;C_Cforinemborsarid.forcass.FdWFRSforreactionsshowmLumberDOL==1,60 plategrip.DOL=1.60 E-signed byKavjn-Freeman 3)TCLL'•A$CE 7-T0;Pg=60.0 psf(grbtrnd s66q);Ps=462 psf(roof span};Category it:Exp Cr Parogy Exp;Ct=55 4)Roof daslgn-;now load bas been pedugedto iccieunt'fdr,`slope, ,�t�tiiitU linuv/rr. i7;Unbatancedsnwrioadshave been considered forthisdesgn, 6)AD ptales•are MT20 plates unless oOreNAsa iitdJcated, d��((;'FYI.'F��'•:r�gr�r 7)See HINGE FLATEE DETAILS forplate,placsmeiii., 'a)praNKslons fnustbo medeto prevent lateral movemeat.ofhSnged members)durfngtransportaUon, 9}Atiadditionaimember conneciionsshalbeprovided byotherilcrforcesasIndicated, 40j TVs ffuss etas been•db$lgned fora 150,0 psf,Wtom chord fv- W e load noncoparrenlNish any othdrkyofoads. 11)”This truss has bean daslgndd(or a live lead of 20-Opsf on the bollont chord in in areas iiere a iaaanglo 3S•0 tall by 2.0.0 v11de,wig fit between the bottom i .'a ciwrdand any other members, '12)Provide Mechairicat connec8on(by,'others)oftruss lg6ea((tig plate capable oPhiths(anding 516 b upDtt atJofnl7•and351 b Wilt et Jolat i. <V 13)Thislm3s Is designed in accordance wli fi lhe•20151ntamafional Bung Code seeik 2306,i and reterenced,standardANSVi•Pf 1, 'r.t�r • `,,�� 14 Uke,precautlon to keep the chords in plane,any bending orWsUng of the hinge plate must be repalred before the building is put into service, 4)Tho 6old4pstalled members are an integral padof the truss destgfi.Retatn's design prorsilonat to spat Mal held coitnedon-3 and feinpbiaryeuppods, �,+lArptfinst)itily_ AIlfieldin"staiedrnemtietimus(hepropartyfastened_PdoftoappbingaiiyloadmgtoWWYUss.This dssgn.ahhc"pales thafma(setpbsitton plda c�rtt i ry ,t 16jThlsWsSUdostgnodlnaccordanceVriththe,2O12ISO Sac 2308.1and referenced standaidANSVTPiir th:se' oewamprsparpicrwpnvga pypa,iy><f o»ram d WaYP,coMdd pTddbsiGnal ergYreaU7aet glehN k»&�taorfAN'rtor'd: The prerasslonaT eng5iasr ng Sea!indicaias,lhai a'Icensed prefessienal has revteyved the design u,erthe standards referenr" '41UtlFt Ui(s dorvment 13. tttaorzote not necess"Ithe cUffent stale brnldr4 c1 6.Tho enginearing stalls rtol an approvallo tuselti a speaficstale.Tga final dater'Inatlon on prhalher b129/2015 aI'll trvss design li accaptablevndef tha locaAy adopted bu%dng cgdor I 5v1h the boing ofrioa(ordesignated appWis. ' ,�, WARNING - Vel�lfji design parameters and READ NOTES FopastProaucta,Inc, 2801 EASTBBLTL(NE RDRD,k P Tiuss_shaBriotbaeuturmoddeedNithautapprovalofthatiussdesignongneer. HOjVE(616)364-0161 FJ*(61¢y365-0080' GRAND RAPIDS;M149S25 This'compondnt has any boen dastgned[urlhe bar s opted on this drawing-Canstntc8on andbfEng forces have notbobn considered.Tho btnlderls rasponsIble for 614ng triethodF,a4d syslorjtdeslgn.Builderrespanslb36asdie de6nadunder.TPlt,Thti be§ign lsbasedany upon paramoters.ahovm,and is for a'n IndWIduai bulldpg component to be installadand kfaddd vadkAV,Appleablity of design garemeterd and proper incorporation of eemponent iS respaitsbihly of hu tii ng desfoner-nottmss destgnee.Bracrng ahoWnis for lateralsupport of fndrridual xeb members any.Adds onei temporary braemg to insure stabb(y dunng eontbuct on is th'e respbnsbifty of the aiector.Additionp(petmanont braarl§of the overall slrJ,chtre isthe'fesponsbirrty dPthe building designer:For bsneral guidance rddbra•ng fabrication,quality control,slorage,dafivery,erac50n and bracing,copsutt BC91 1-06 from the Wood Truss Council of A[n@dcaandTiuss Plate Inshtute Recommendationavall1gb(a trom WTCA,6300 Enterpdsb L)l,kiadtsoA;Wt53718 J.6pporlt6TiekSuppUt mplatesWfp tpe. 03/07/2016 1.1.9.1 _L MVERSAL FORE SYPRODUCTS,wc. Job Truss eustorew 6uG: 78322 HM753214 SMP 212 'The professional ernglneeringspat Indicates,thata lice_nsed profaistonal hab reviewed the destgn-ender the•staitdards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to,use a-design In a-specific state.The final determination on whether a truss deslgals acceptable under the locally adopted buitdfdg c6de rest Vdh the building,officlal of designated appolntee, t tytut�tilat " 4 l.? �% , - - -'��yJ(Y�f,fi�t+a-. ,t<},•�Y_'F.�,p•�. '. .•!T •+ +y lK / r z� r ` �j -,•i�,s�1, �if,'[��y,� Iif 't' f�".A�,��j� f�i - �� ' • t•�`` � A` � �,�` -�`-•��, +�t�'a�' - .rs ?ff i�� ;' ' 'tY• ?°-- :,6`�!,'''ar.. r ,��"� (r/��Y Yt'Yy.YY<' ti�;�+ .l s�"i it-" 9 >: pr }y►.'' eEY'.�.� l� = •? —.t{, �,.. K` __ __'--- :,:. . .'lam��/.c�l``� Y - S`" t``S � ••vey��;[/i`�/c :c r, - ,�.��- l•rj�1'}{ V,kif �'�" '�'. �.{t},,t r;t, iF#i��>�t - .s y,�•t' <•,,.�•F'"x,•tiM1:•� „, '> b"r"� ,'Yj v.��td� i .��-n. Yl+R��yq1- ��r�a- .M f,��Y� �+• {��.� I�.., �i`y s ?'�y�i-►`�,'--l}:..;�:>•t '��VV l(� �". 1" •1. ,A� Y' tt. 7'f, ♦i t �!3�? •,a. t":. <f S_ u.S�aJ�i„' u {J'1�/,'*��"•��111ti'.?J ,a�'47 `�a,�y(<�a�i!j"�s � — ' ,��P,.. _ ... - �•�e.•,�,�y 4.-�'-�.,T, �x�!jltrrylmtit,�., • - _ �_`�:�`•`L�.:- - �F��a�,a��"=��=:' /c APPROVED DATE 6/14/16 PFS CORPORATION Bloomsburg, PA Corporate Engineering 2801 East BeItluie,NE Grand Rapids,'MI49525-9736(616)364-6161 Fax (616)365-0960 uf0i.,C0111 03/07/2016 1.1.9.2 Electrical Load Calculation: MUNCY HOMES, INC. Ref.NEC 2005/2008/2014,Article 220 Chapter 4, Optional Feeder and Service Load Calculations P8 V7W 0 4 Modular Only Date: '087/02%17 Performed By:,Datry[ lincemoyer Mfg: Muncy Homes Inc Model: :Io6#32455 �Tiirri�k<ey/mObreri;� :x ••_- Air Conditioning 0 Central Electric Space Heating - , Less Than Four Separately Controlled Electric Space Heating Units Four or More Separately Controlled Electric Space Heating Units ( 0 x.40) * 0 BOE ft. of Elec Heat at 250 watts per ft= 0 total watts * Use the larger of the air-conditioning or the diversified demand of the heating load. Other Loads: Watts or Circuit Wire Voltage Watts Floor# Volt-Amps Ampacity Size General Lighting ( 1`320V sf* x 3)x;-'-'ip. 3960 15 14-2 120 Small Appliances ( 2 x 1500 ) 3000 20 12-2 120 Range ;,80p0 ,. 40 8-3 240 Dishwasher m: 1Q00 15 14-2 _ 120 Garbage Disposal Microwave ;;na;r•; Washer ;, 50b.: `_ 20 12-2 120 Dryer 30 30 10-3 240 Furnace : ria' Water Heater(shipped loose) ,';3";4500; "" 25 10-2 240 Whirlpool a:, na Subtotal: 27560 *Total square footage per floor First 10 INV of other loads @ 100% = 10,000 watts i s , SOILLm 0, Remainder of other loads @ 40% ( 17560 x.40) = 7,024 watts ^^ca Heat Above: `SO:;;;watts *RFs s?gam Total Calculated Load: = 17,024 watts � 52C, y Required Service Size: 17024 . 240 = 70.9 Amps k. 08/22/17 Installed Panel Size = 200 Amps Note:Furnace/heat source not included in KW use. Warning.It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in anyway. Window Schedule Ib UNCY HOMES, INC. - err� Ae � •b�o-sa+ rrw,�rmrr. Andersen Silver Line Series (Single Hung) Ident. No. U Val Light Vent Type Max Flr Egress Material SHGC Area SF Or SF - 3042 0.29 5.99 2.75 SH 68 -- Vinyl 0.25 3049 0.29 7.37 3.44 SH 86 -- Vinyl 0.25 TRSM4810 0.27 1.7 na Transom na — Vinyl 0.27 3859 0.29 12.05 5.71 SH 142.75 5.7 Vinyl 0.25 Door Schedule Ident. No. Size U Val S.F. Material Finish Type Glazing 36 36"x80" 0.35 5.50 Steel PTD 9 Lite R07280 72"x80" 0.52 min na na na Sliding Glass by others NES, ' TF, ift 62 08/22/17 Warning:It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. JOB PRE-32455 • SHEET NO. 1 OF 1 CALCULATED BY CD DATE 8/16/2017 CHECKED BY DATE Whole House Ventilation Supply Air Worksheet Table SA oefaut#'Alr Change 3Catues for Three or Four Exposures {Ssinsttc�cticati Alf 06an!g�--sFerii=f(H-08Eng) trffiRE t3T i,i CF1A for Float Area Hek2ea15 -ta'S Et 200 cr Li" -.901 to 1500 ( 150 10 2600 2001 402,00a -3 900 atv'4XV Tight �7., 7.rH 0f4 0,11 C10, Seine-i� Eat 0.4- U; v 0.2 Aaeras '041! 0.+45 26'-i',sr=•.- P'u•ora adalftr'at veerlse�,adri 7 Cmao*6 eY,sue rftcpwc4,,alues.E--Sr<vL ger m ' cFiA jlotoi aw-,S. '- ° " m'�r TASLE&R350�..3.3(#� {CONT'INU'OUS'WHOL£ROUSEMECHANICAL VENTRAM01iS`f;STEUAIRFLO3l RATEREQUHl EMEhiTS b1VEL1I,INIG-CiN1i NUMBER OF BEDROOMS FLOORAREA g-t 2-3 4-5 G-7 >� t�4 � '1!qj w in CFNF 1500 -90 45 60` 75' 9111 60 75, 90 105" VK—4,54DO :60 75 90 105- 120 501-6.Qt3D 75 90 105 fl20, '135 '6,001-7560 190 105 120 -35• 150, 5b0 105- 120 13.5 '150 165 Far SI:-1z,mefoot=C!ttr39 ;Trc&cfb�mrpkezi,».;rte-0'-000•4714m'[fL Construction: Semi=Tight'- 1st story area sq.ft. ,1320sf 1st story ceiling height S It fig ` LI Total Building sq.ft. "1320 sf ` Building volume cu.ft. 10560A cf � S ,, �� 08/22/17 Air Change/Hr Value 0:31ACH ...,<�1.. .. .ate. (ACH*Volume)/60 min=CFM Provided '54:6,CFM CFM Required per Table M1507.3.3(1) '.m w `451CFM SUPPLY OK= Whole house ventilation exhaust is provided by a continuous bath fan. See electrical plan for the identified fixture location and size. Warning:It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way IRC Braced Wall Program - Applicability Check - "Wind Design" Program OK to'use,winO.5speed fits-Wifhin prescriptive,2015 Ultimate Wind Speed: .35 IRC requiremehfs Model Specific Information: A r. Sales Division: ;Premier•Builders No.of Stories: 1 Designer: Townhouse?: Database No: 32455..` Wind Exposure: C, Date: 8%2/2017 Seismic Zone: B .. Footnotes for Braced Wall "Wind" Analysis Pages: 1) Braced Walls to be located in accordance with section R602.10 and a minimum of 20 ft from edge to edge of BWP (R602.10.2.2). 2) If Continuous Sheathing (CS-WSP) per R602.10.4.2 is used, Braced Wall Panels (BWP's) shall be required at each end of the Braced Wall Line, or 10'-0"away max with an 800 Ib hold-down at the BWP closest to the end of Braced Wall Line. Minimum BWP width dimensions shown in table have been interpolated from Table R602.10.5. 3) Required length of Braced Wall required interpolated from Table R602.10.3(1). Braced Wall total installed shall not be less than 4'in any one Braced Wall Line. 4) Andersen or MW Equivalents: 3037=24210, 3465=2852, 3857=3046, 4237= 34210,4257= 3446, 2257= 1846, CW13= CW13. 5) A"glazed"door represents a Slider, French, or Patio door and uses the worst case (largest) opening for the nominal size given. 6) Method GB (Drywall Cladding), minimum panel lengths are 96"when drywall one side only, and 48"when drywall both sides (Table R602.10.5). 7) Framing Below: For Seismic Zones A, B, &C, fasten the bottom plate of Interior Braced Wall to joists or blocking below with (5) 0.131"x 3-1/4"nails @ 16"o.c. Blocking shall be fastened to each joist w/(3) 0.131"x 3-1/4"nails each side(Figure R602.10.8(2)). 8) Framing Above: For Seismic Zones A, B, &C, fasten the top plate of Interior Braced Walls to the truss or blocking above with (5) 0.131"x 3-1/4"nails @ 16"o.c. Blocking shall be fastened to each truss bottom chord w/(3) 0.131"x 3-1/4"nails each side or 6"o.c.for continuous blocking per(Figure R602.10.8(2)). Footnotes'for Braced Wall Analysis Pages: Alternate Braced Walls 9) For a 9'-0"high wall,Table R602.10.5 allows a 2'-8"wide ABW Method Panel to replace a 4'-0"wide WSP method panel. 4.0/2.67= 1.5= Multiplier used to determine Equivalent WSP BW Length when ABW panel exceeds 2'-8"in length. 10) For an 8'-0"high wall,Table R602.10.5 allows a 2'-4"wide ABW Method panel to replace a 4'-0"wide WSP Method panel. 4.0/2.33= 1.714=Multiplier used to determine Equivalent WSP BW Length when ABW panel exceeds 2'-4"in length. 11) Exterior Sheathing Fastening for ABW Method Panels: 1st Floor of 2-Story: 8d @ 4"o.c. Edge Fastening 3/8"Min.Wood Structural Panel - � 8d @ 12"o.c. Field Fastening Sheathing Both Sides of Wall 1-Stry or 2nd Fir of 2-Stry: 8d @ 6"o.c. Edge Fastening 3/8"Min.Wood Structural Panel ; " 8d @ 12"o.c. Field Fastening Sheathing One Side of Wall 7� _ �, .� 12) ABW Hold-downs,Required for an 8'or 9'high wall, Seismic"C"max able R602.10.6. One-Storyor 2nd Floor of Two-Story: 1800 Ib capacity " rY� � ^��;; , 4• r 1 st Floor of Two-Story: 3000 Ib capacity Program Date: Created 3/24/2015 Program Revision Date: 7/7/2017 • z ��tz2� ,�- Warning It is a violation of the NYS Education Law Article 145 for any pers CZ .a ` 08/22/17 unless he is acting under the direction of a licensed Professional Engineer, to alter this item in anyway. Braced Wall Analysis 2015 International Residential Code Sales Division Database Desi ner Date No.of Stories Wind Speed Wind Exp. Seismic PremierBmlders 32455 DanylMincemoyer 8/2/2017 1 135 C B Braced Wall Line: A Location:Rght Long Wall Window' R.O x R.O. Quantity Min.CS-WSP Method Width Height BWP Adj to R.O.' '2257 22.5" x 57.5" .,• _ ,` ;° `, ;' ;; 1„ Floor Level Roof Pitch'" '6'x 112 2259 22.5" x 59 5" 8 ft Wall Height Mean Roof Hgt 13.08 ft 3037 30.5" x 37.5" -< :48'ft BW Line Total Length Eave to Ridge Hgt 5173 ft . 3449' 34 5" x 49.5" - 27t6 ft, BW Lme Spacing Btm.of Mod.to Ave.Grade i<33 ft ,3465 34.5" x 65.5" - 21.566 Sum of Openings in BWL ,3565 35 5" x 65 5" - 1-5417 It Non-Qualifying Panels to BWL(&or Portions of Wall Not Used as BWP) 3857, 385" x 57 5" - - :0 ft BWP Value reduction for Method WSP BWP's<N wide(Table R602.10.5 2) 3859 _ 38.5" x 59.5" - 2124,0 D No.of panels 42"wide �No of panels 36"wide 4237 - 42.5" x 37.5" - _ 23.102 ft Sum of Openings&Walls Not Used as BWs in the BWL 4257 42.5" x 57 5" 7CS-WSP BW Method(Table R602 10.4) CW13- 29 5" x 36 5" - '6.5 ft- Length BW Required(Table R602.10.3(1))3 x - - Alt Braced Wall and Portal Frame Braced Wall-Length Adjustments x - - 'Oft`" Length of CS-PF or PFG Panels in BWL n/a PF Method x - 0 ft, CS-PF or PFG Panel BW Length Adjustment x - 0 ft Length of PFH Panels in BWL F�F,INo.of PFH panels in BWL x - - 0 ft;`PFH Panel BW Length Adjustment 'ABW Panel Lengths" Door' Oft Total Length of ABW Panels in BWL 0 0 0 32 34.5" x 82" _ Oft, ABW Panel BW Length Adjustment ;0" 36"` 38.5" x 82" - Ad ustments• All values extracted or intenoolated from Table R602.10.3(2 36 sill 52" x 82" 1.20 Adj.for Exposure _36 s12 65 5" x 82" - 034 Adj,for Eave-to-Ridge-Hgt Nd' Segmented Wall Adjustment? 5'glazed• 60" x 82" 0.90 Adj.for Wall Height L1199JAdj for 800 lb HD each BWP 6`glazed 72.5" x 82" ,1.00 Adj.for#of Braced Wall Lines 8'glazed 96" x 82" 2.1 Number of BWL's Parallel to BWL Being Analyzed 9`GaC Dr'. 108" x 82" - 1.00 Adj.for Not Fastening Interior Gypsum 16'Gar Dr 192" x 82" - No;Apply Adjustment? Special F1.00 Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI $049'1 30;5" x "':49,5 1`= 24.0 No Honzontal sheathing blocking req'd for CS-WSP Method, 4810; ''48;5" x 10:5"'", 1 '240 Total BW Required After Adjustments _ .to7280 "'72.5'_ x ;,60.61",j',` 1 "'Y -32.4 5.19 ft. BW AdjReq'd (65x1.2x0.74x0.9x1xtx1xl)=5.19 ;'3042 30.2&& x 42.5"'•' 1. - "'24,0 24.898 It BW Provided (48-231017) Pass or Fail? , '" ,PASS;`, 77; Braced Wall Line: B Location:Left Long Wall Wnd0W4 R.O. x R 0 Quantity Min.CS-WSP Method Width Height BWP Adj to R.O. 2257.' 22.5" x 57 5" - J,' Floor Level Roof Pitch -"- 5 /12 2259' 22.5" x 59.5" 8 fC'" Wall Height Mean Roof Hgt 13,Ot3 ft 3037, 30.5" x 37.5" 41111,' BW Line Total Length Eave to Ridge Hgt 5.73 ft 3449-` 34 5" x 49.5" - 27;5 it BW Line Spacing Btm.of Mod.to Ave.Grade 4.33 ft 3465 -_ ; 34 5" x 65 5" - 12.83 ft Sum of Openings in BWL 3565 , 35.5" x 65.5" - "Oft''.:Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 38 5" x 57 5" 0 ft .BWP Value reduction for Method WSP BWP's<4'wide(Table R602.10 5.2) 38$9 ` 38.5" x 59.5" 4{ `_ - '24.0 a0,;:No.of panels 42"wide MNo,of panels 36"wide ,4237` 42 5" x 37.5" - 12,83 ff Sum of Openings&Walls Not Used as BWs in the BWL 4257 42.5" x 57.5" CS-WSP BW Method(fable R602.10.4) CW13= 29 5" x 36.5" j 's'y. ' ' =6.5 ft Length BW Required(Table R602.10.3(1))3 - x - Alt.Braced Wall and Portal Frame Braced Wall-Length Adiustments - x - O,ft.., Length of CS-PF or PFG Panels in BWL n/a. PF Method x - _-_Oft- CS-PF or PFG Panel BW Length Adjustment x - �•ft'i Length of PFH Panels in BWL �0',No.of PFH panels in BWL x - Oft PFH Panel BW Length Adjustment Door' 0 ft' Total Length of ABW Panels in BWL 32.; = 34.5" x 82" - 0 ft ABW Panel BW Length Adjustment 36 38 5" x 82" f ' - Ad'ustments• All values extracted or Inten3olated from Table R602.10.3(2 36 sli 52" x 82" 1.20 Adj for Exposure 36 sl2- . 65.5" x 82" = • 00.74Adj.far Eave-to-Ridge-Hgt No Segmented Wall Adjustment? gtaze `r;" 6,0 x 82" - 090 Adj.for Wall Height 1.00 Adj.for 800 Ib HD each BWP' x 82" 1.00 Adj.for#of Braced Wall Lines 8"gla�eEi§ 9Et`' �ca 82 - 2 Number of BWL's Parallel to BWL Being Analyzed 9'Gar Dr '(iD£i ?,x 82" z.,.'.,', 77 1.00,``Adj.for Not Fastening Intenor Gypsum i6'G Df% 10 x, ; 82" No Apply Adjustment $f Special k,,.1A I " 3�) 1:00 Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI I i x Na°Honzontal sheathing blocking re d for CS-WSP Method. Total BW Required After Adiustments 5.19ft BWAd'Re d 6.5x1.2x0,74x0.9x1x1x1x1 519 if a 1 a• J q' ( )_ 8W Provided (48-12.83) Pass or Fail? D 7;-112017 "yul. w V 08/22/17 Warning It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this Item In any way. Braced Wall Analysis 2015 International Residential Code Sales Division Database Designer Date No.of Stories Wind Speed Wind Exp. Seismic PremierBudders 32455 Darryl Mmcemoyer 81212017 1 135 C B Braced Wall Line: 1 Location:Rear End Wall Window' R.O x R.0 Quantity Min CS-WSP Method Width Height BWP Adj to R.0? .2257`. 22.5" x 57 5" T - 1 ¢ Floor Level Roof Pitch 5 /12 2259, 22.5" x 59 S' - !3 ft Wall Height Mean Roof Hgt °j3.08 ft 3037 30.5" x 37.5" - 27,5 ft BW Line Total Length Eave to Ridge Hgtft- 3449, 34.5" x 49.5" ; 48,ft.., BW Line Spacing Btm.of Mod.to Ave.Grade. `1.33ft 3465 34.5" x 65.5" 12.08 ft Sum of Openings in BWL 3565` 35.5" x 65.5" - :Oft;' Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) -3857,- 38.5" x 57 5" - 0 ft-- BWP Value reduction for Method WSP BWP's<4'wide(rable R602.10.5.2) 3859; 38 5" x 59.5" >0 No of panels 42"wide No of panels 36"wide 4237. 42 5" x 37.5" - 12.08 ft Sum of Openings&Walls Not Used as BWs in the BWL 4257 : 42 5" x 57.5" 'CS--WSP BW Method(cable R602.10.4) CW13 29.5" x 36.5" `10,6ft Length BW Required(Table R602.10.3(1))3 x - Alt.Braced Wall and Portal Frame Braced Wall-Length Adjustments - - - x - 0 ftf 'Length of CS-PF or PFG Panels in BWL nla ;]PF Method x - _ Oft -CS-PF or PFG Panel BW Length Adjustment x - Off Length of PFH Panels in BWL No of PFH panels in BWL x Oft PFH Panel BW Length Adjustment Doors �O.ft .Total Length of ABW Panels In BWL Q, ;.0 32_ 34 5" x 82" Oft, ABW Panel BW Length Adjustment 0. 36 - 38.5" x 82" - _ Ad'ustments: All values extracted or interpolated from Table R602.10.3(2 36 sll, 52" x 82" = 1.20_<_:Adj.for Exposure 36 s12. 65 5" x 82" 0,74 Adj for Eave-to-Ridge-Hgt Nd Segmented Wall Adjustment? 5'glazed` 60" x 82" - 0.90 Adj for Wall Height 100 Adj.for 800 Ib HD each BWP 6`glazed 72.5" x 82" - 1.00 Adj.for#of Braced Wall Lines 8'glazed 96" x 82" 2 Number of BWL's Parallel to BWL Being Analyzed 9'Gar Dr"' 108" x 82" - 1.00` Adj.for Not Fastening Interior Gypsum 16'Gar Dr; 192" x 82" Na Apply Adjustment Special 7!,00 `Adj to Remove Hadz Shthg Seam Blocking-Not applicable to CS-WSPI ro7280::, 72:5 x 80.5';, " .2 32.4 No<Horizontal sheathing blocking req'd for CS-WSP Method. r x Total BW Required AfterAdiustments x 8.4 ft BW AdjReq'd (10.6x1.2x074x09x1xixtxl)=847 x - 15,42 ft BW Provided (27.5-12.08) Pass or Fail? ,kx PAss.' 'r' Braced Wall Line: 2 Location:Front End Wall Wndow4 R.O. x R.O. Quantity Min CS-WSP Method Width Height BWP Adj to R.O? 2257 22 5" x 57.5" } .1 Floor Level Roof Pitch 15 = 112 "2259 22 5" x 59.5" - 8 ft Wall Height MeanRoofHgtI 43,08 ft 3037• 30 5" x 37.5" 27.5 ft BW Line Total LengthEave to Ridge Hgt 5,73 ft - 3449 34.5" x 49.5" - ,'48;ft BW Line Spacing Btm.of Mod.to Ave Grade 1.33 ft 3465' 34.5" x 65 5" - 12.83 ft.Sum of Openings in BWL 3565`: 35 5" x 65.5" Oft Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP) 3857 38.5" x 57 5" 0 ft BWP Value reduction for Method WSP BWP's<4'wide(fable R602.10.5 2) 3859 38.5" x 59.5" 3': ;24.0_. 0 No,of panels 42"wideNo.of panels 36"wide =4237 42.5" x 37.5" - 12.83 ft Sum of Openings&Walls Not Used as BWs in the BWL 4257 a 42.5" x 57.5" = 0S`-1NSP BW Method(Table R602.10.4) CW13 V 49.5" x 36.5" 10.6 ft Length BW Required(fable R602.10.3(1))3 x - Alt.Braced Wall and Portal Frame Braced Wall-Length Adiustments x - Oft Length of CS-PF or PFG Panels in BWL ` ;ri/a PF Method x OftCS-PF or PFG Panel BW Length Adjustment x - $ --Oft - Length of PFH Panels in BWL F'_071 No.of PFH panels in BWL x - 0 f :=PFH Panel BW Length Adjustment Doors O ft Total Length of ABW Panels in BWL 32 34 5" x 82" - 0 ft ABW Panel BW Length Adjustment 36, 38.5" x 82" 1 33,5 Ad ustments: All values extracted or interpolated from Table R602.10.3(2) 36 sli 52" x 82" - ,1.20 Adj.for Exposure 36 sl2, 65.5" x 82" 0.74 -Adj.for Eave-to-Ridge-Hgt Nc, Segmented Wall Adjustment? ;5'glazed- 60" x _62'„, Adj,for Wall Height 1A0 Adj.for 800 Ib HD each BWP 6'glazed 72.5" X �82" p �.,, - 1:00. Adj.for#of Braced Wall Lines 8'_giazed 96",?,arz 82,an. ''*- 2 Number of BWLs Parallel to BWL Being Analyzed 9'Gar0r 10" "�c _ 6 x' • .�,; " ! _ t.DO Adj.for Not Fastening Interior Gypsum 16'Gar Drtp2"'p, at ` 82 %F , � `•,' - NoApply Adjustment? Special k* r'*w t: `V', 1.00 Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI Ni Honzontal sheathing blocking req'd for CS-WSP Method. xattr- d:3SY - {j.l1 - - Total BWRequired After Adiustments °tjF1 x ;�: ;; `3s :, 8.47ft BW AdjReq'd (10.6x12x0.74x0.9xix1x1x1)=847 14.67 ft BW Provided (275-1283) Pass or Fail? "'��:>:ry`='PASS Program Revi� 08/22/17 Warning It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. MUM117 MA 3 1 2019 8. 0 7 "1" Oro". r r 4 OF SOUTIO&D Ir -1, L�jl L?J' 'Tj 7--DEC=-KA-BClE77"-- -I--- L9,j CCRUMBLUWCNE 6 ENGINEERED FLOOD\eff BY OUTDOOR MM VENT'154&M,TYPICAL1110MR MESS NOTED OTHEWASE ____________Q-_________-_ ---- ISSUED -- ------------ ------------ 4 ZT r Z 16, MAEAEFLOODMURECEPIMPASM.' 6 RMED' 1196 SQ FT UNFINSHED).PROMDE M SaINCHOFVENT I0S?VAnTkNIS(200 SQ,FT RAYED) uo SMRSFOR SUPPORT DEEP FOOTING VWr 164MQ TYPICAL 2RC4,EERED FLOOD Wa BY QN, UNLESS NOTED OTHEMMSE )EFPW _P E W'XI�UL&FUU[tt L,T4CRETE -MARY FOOTING WTH(3)06 CONIINUOU RERAR TIED TO WALL REBAR AT BUILDING PERIVIETER PROViDE 3' ILI MN POURED CONCRETE SLAB OF CONCRETE O04ER ON ALL COWDO OVER RErUMESE L INDICA R L—J 49 SOUTH COUNIRYFO -Xj x— MESTIMA-MBEACH.NY PHONE 516,721-94 74 0AU C7AME-ClIDESVIISO(WAL OOM DEEEPF WALL CONSTRUCTION I IT POURED CONCRETE WALL 21`NGUNIEERED L VENTBY > 54 WffH#6 WMCAL RSAR @ -AM VEMr I Fo wo,TYPICAL 4810 C.BOTH WAYS PROMDE W I Pr UNLESS NOW OTHEMSE OF CONCRETE COMER ON ALL 0-j- REW(TVP Vr 3 RAILROAD AVENUE,FL0CR 2 c, PaCD(1N442 11937 L EAST HAMPTON, Y----------------- TEL 631-907-0023 UML:DREEWW"E.Cm la --- --- OBRIENI F--- --_--- RESIDENC E 250 LANDING LANE GREENPORT W,11944 ----------- r---------- f--------- 11E ........... i�hl..11 1 1 ------- ---- ----------- V.r &-W t -------- I------- FOUNDATION + MAIN WALL FOR C"GEFLOOR PLAN DOOR OP24NG ---------------------L J--------------- ---------- - TYPICAL V-3j" V4 Bay s3} .1p 73y 4� SOMT ME AT BASE OF 8'DIA 351-7' STPJRSFCRSRPCRT 276" 4'-0° 4--1' A3 , 0 BASEMENT PM MAIN FLOOR PM SCALE: 1/4"=V-0" OCTOBER 18, 20177 INDEX INDEX SHEET mnnFl IST NUMBER DESCRIPTION DRAWN DATE VIIS REVISION NUMBER DESCRIPTION DATE W ORTI OF 2a RANCH - 1 FAMILY DRAWN REVISION la COVER SHEET 3-22-91 6-01-2016 7a CROSS SECTION for 2a h,q 3-22-91 6-01-2016 2b CAPE - 1 FAMILY 7a1 RESERVED FOR LATER USE 2c RAISED RANCH - 1 FAMILY 2a TYP RANCH PLAN 3-22-91 6-01-2016 7a 2 2d RANCH ELL - 1 FAMILY 2b TYP CAPE PLAN 3-22-91 6-01-2016 7a_3 ALTERNATE BRACED WALL 11-1-2005 6-01-2016 Ze RANCH TEE - 1 FAMILY 2c TYP RRI5ED RANCH 3-22-91 6-01-2016 DETAILS 2f SPLIT LEVEL ELL - 1 FAMILY 2d TYP RANCH ELL 3-22-91 6-01-2016 RLTERNRTE BRACED WALL 2 k2STORY T LEVEL TEE- 1 FAMILY 7a_4 6-01-2016 H - 1 or 2 FAMILY--� 2e TYP RRNCH TEE 3-22-91 6-01-2016 DETAILS — 2f TYP SPLIT LEVEL ELL 3-22-91 6-01-2016 7b CROSS SECTION for 2b 3-22-91 6-Oi-2016 Z ED RANCH - 1 or 2 FAMILY 2 TYP SPLIT LEVEL TEE 3-22-91 5-01-2016 7c CRO55 SECTION for 2c,1 3-22-91 6-01-2016 2 ORY - 1 FAMILY 2h RRNCH- 1 STORY- 1 FAMILY 3-22-91 6-01-2016 7d CR055 SECTION for 2d,e 3-22-91 6-01-2016 2k ORY - 2 FAMILY ATTACHED OR 2 FAMILY 7e CROSS SECTION'for2f,g,l 3-22-91 6-D1-2016 2k1 UPPER/LOWER - 2 FAMILY ly 2( RAISED RRNCH- 1 FAMILY 3-22-91 6-01-2016 7f CROSS SECT. for"2,k,k1 n 3-22-91 6-01-2016 21 TO END SPLIT - 1 FAMILY ATTACHED OR 2 FAMILY 7f� CROSS SECT. for 2s 2-15-199516-01-2015 2m CONTEMPORARY 2 STORY - 1 FAMILY 21 TYP 2 STORY 3-22-91 6-01-2016 79 9/12 OR 12/12 ROOF OPTION 3-22-91 6-01-2016 2n SINGLE FAMILY ATTACHED - 1 FAMILY 2k 2 STORY- 2 FAMILY 3-22-91 6-01-2016 791 12/12 VRULTED ROOF OPT. 3-22-91 6-01-2016 20 1 MODULE RRNCH -1 FAMILY 2k1 2 STORY UPPER/LOWER 2 FAMILY 6-14-93 6-01-2015 79_2 7/12 VAULTED ROOF OPT. B-10-2006 6-01-2016 2p 1 MODULE WIDE 2 STORY - 1 FAMILY 21 END TO END SPLIT LEVEL 3-22-91 6-01-2016 79_3 VAULTED ROOF FRAMING DET.10-31-2008 6-01-2016 2q 3 MODULE RANCH - 1 FAMILY 2m TYP CONTEMPORARY 2 STORY 3-22-91 6-01-2016 7h CROSS-SECTION for 2m 3-22-91 5-01-2016 2r SRLT BOX - 1 FAMILY —� 2n 1 FAMILY ATTACHED- 2 STORY 3-22-91 6-01-2016 71 OPT. CROSS SECTION for 21 3-22-91 6-01-2D16 2s 3 MODULE 2 STORY- 1 FAMILY 20 TYP SINGLE MODULE RANCH 3-1-93 6-01-2016 .71 ALTERNATE CON5T. DETAILS 3-22-91 5-01-2016 2t I ALTERNATE 2 STORY - 1 FAMILY 2p TYP SINGLE MODULE 2 STORY 3-1-93 6-01-2016 7k ALTERNATE CONST. DETAILS 3-22-91 6-01-2016 INDICATES MODEL 6 PAGES 2cl 3 MODULE RANCH PLAN 3-22-95 6-01-2016 a000 71 1 ALTERNATE CONST. DETAILS 3-22-91 6-01-2016 X CONTAINED IN SET 2r SALT BOX 3-22-95 6-01-2016 7m ALTERNATE CONST. OETRILS 3-22-91 6-01-2016 NUMBER OF PAGES IN THE SET NOT INCLUDING COVER 5HEEET 2s 3 MODULE 2 STORY PLAN 2-13-95 6-01-2016 7n ALTERNATE CONST. DETAILS 3-22-91 6-01-2016 DRAWINGS SUBMITTED ON LESS THAN 241 x 36" 2t ALTERNATE 2 STORY 3-22-95 6-01-2016 7p CRASS SECTION for 20 3-1-93 6-01-2016 SHEETS HAVE BEEN PHOTOGRAPHICALLY REDUCED. 7q CROSS SECTION for 2p 3-1-93 6-01-2016 2E1 OPTIONAL ELEVATIONS 3-22-91 5-01-2016 .lq 13 INA !S 2E_2 OPTIONRL ELEVATIONS 3-22-91 6-0 1 -2016Ba FRAMING DETAILS 3-22-91 6-01-2016 Bb FRAMING DETAILS 3-22-91 6-01-2016 Bc FRAMING DETAILS 3-22-91 6-01-2016 3a SCHEDULES d NOTES 3-22-91 6-01-2016 8d FRAMING DETAILS 1-13-98 6-01-2016 ooO 3b I SCHEDULES d NOTES 3-22-91 ' 6-01-2016 Be FRAMING DETAILS 4-23-10 6-01-2016 STRUCTURAL SCHED 6 NOTES 82_1 FRRMING DETAILS 8-01-2013 6-01-2016 40, 3e 35 - 65 PSF G5L 3-1-93 6-01-2016 - Bf FRAMING DETAILS 9-03-10 6-01-2016 3C1 STRUCTURRL SCHED. 6 NOTES 3-1-93 6-01-2016 65 - 90 PSF GSL 9a FIRE RRTED ASSEMBLY DETAILS 3-22-91 6-01-2016 2 FAMILY ® 4a FOUNDATION for 2a,b,,1,m 3-22-91 6-01-2015 9b FIRE RRTED ASSEMBLY DETAILS 3-22-91 6-01-2016 4b FOUNDATION for 2c 3-22-91 6-01-2016 2 FAMILY 4c FOUNDATION for 2d,e 3-22-91 fi-01-2016 9c FIRE RATED A55EMBLY DETAILS 3-22-91 6-01-2016 4d FOUNDATION for 2f,g 3-22-91 6-01-2016 UPPER/LOWER - 2 FAMILY I ION 4e FOUNDATION for 2h,k,k_1 3-22-91 6-01-2016 oe9c1 GRRRGE FIRE RATED ASSEMBLIES 6-01-2016 P 4f FOUNDATION for 21 3-22-91 5-01-2015 9c-2 GARAGE FIRE RATED ASSEMBLIES 6-01-2016 3 4g FOUNDATION for 21 3-22-91 6-01-2016 ZERO-LOT-LINE FIRE RATED o 9d 11-16-96 6-01-2016 • - 4h FOUNDATION for 2n 3-22-91 6-01-2016 ASSEMBLY DET. - 1 STORY F .{• ' op°OIfi731�� 41 FOUNDATION for 2o,p 3-1-93 U6-01-2016 6 9e ZERO-LOT-LINE FIRE RATED ll-18-96 5-01-2016 Tsui a1 41 FOUNDATION for 2q 3-22-95 6 ASSEMBLY DET. - 2 STORY 4k FOUNDATION for 2s 4-23-20106 9f THRU-PENETRRTION RSS'Y 4-01-2013 5-01-2016 9/29/16 Sa ELECT 6 HEAT for 2a 3-22-91 6 Sb ELECT d HEAT for 2b 3-22-91, 6 10a ATTIC HVRC DUCT SYSTEM 3-22-91 6-01-2016 Sc ELECT b HEAT for 2c 3-22-91 6 TYPICAL HVAC DUCT SYSTEM SPACE RESERVED FOR THE NEW YORK 5TRMP OF APPROVAL DESIGN LORDS MUNCY HOMES. INC. - PLANT LOCATIONS NOTES lob 4-1-s7 s-Dl-zois FLOOR: 40 PSF LIVING - 30 PSF SLEEPING PLRNT NUMBER 1: SALES DIVISIONS: L DISCRETE MODELS(PLANS HAVING THE SAME SPECIFIC Sd ELECT Q HEAT for 2d,e,f,g 3-22-91 6RRNCH AND CAPE MODELS STAIRS: 40 PSF 1567 PR ROUTE 442 MUNCY HOMES OR REVERSED ROOM ARRANGEMENT RND/OR Se ELECT 6 HEAT for 2h 3-22-91 6 TYPICAL HVRC DUCT SYSTEM DECKS AND BALCONIES: 60 PSF MUNCY, PR 17756 SUPERIOR BUILDERS ARCHITECTURAL STYLE)SHALL BE PREPARED FROM 5f ELECT d HEAT for Z 3-22-91 6-01-2016 10C 2 STORY MODELS 4-1-97 6-01-2016 "THESE DRAWINGS WITH OUT MODIFICATION,ADDITION PREMIER BUILDERS, OR DELETION IN ANY MANNER Sg ELECT 6 HEAT for 21,k 3-22-91 6-01-2016 ATTICS WITHOUT STORAGE 10 PSF PLANT NUMBER 2: 2.BATH,TOILET FUND SHOWER ROOM LRYCUT5 SHALL BE ATTICS WITHOUT STORAGE ARE THOSE 1565 PR ROUTE 442 DERIVED FROM BHT S.MII¢MUM FD(TURE CLEARANCES, Sgt ELECT d HEAT for 2k1 6-24-93 6-D1-2016 WHERE THE MAX CLEAR HEIGHT BETWEEN MUNCY, PR 17756 EE HT fi VENT SHALL BE COMPLIED WITH. E1ECT 3 HEAT for 21 3-22-91 6-01-2016 JOIST AND RAFTER IS LESS THRN 42 MINIMUM ROOM DIMS,AREAS,LIGHT.VENT AND EGRESS 51 ELECT d HEAT for 2m 3-22-91 6-01-2016 INCHES, OR WHERE THERE ARE NOT 2 OR PLANT NUMBER 3: FOR HABITABLE SPACES SHALL BE COMPLIED WITH. MORE ADJACENT TRUSSES WITH THE SAME 1567 PR ROUTE 442 3 KITCHEN LAYOUTS SHALL BE DERIVED FROM TM I6. T 51 ELECT b HEAT for 2n 3-22-91 6-01-2016 MINIMUM ROOM OIM'S,AREAS,LIGHTT,,VENT AND EGRESS WEB CONFIGURATION CAPABLE OF MUNCY, PA 17756 MINIMUM LIGHT AND VENT SHALL COMPLIED Sk ELECT d HEAT for 20 3-1-93 6-01-2016 CONTAINING R RECTANGLE 42 INCHES HIGH FOR HABITABLE 5PRCES SHALL BE COMPLIED WITH. 51 ELECT b HEAT for 2p 3-1-93 6-01-2016 BY 2 FEET WIDE OR GRERTER MODULES TO BE MANUFACTURED BY 4.CLOSETS MAY BE ANY SNE AND PLACED ANYWHERE. MUNCY HOMES, INC. MDIMUM ROOM DrMS,AREAS,LIGHT,VENT AND EGRESS Sm ELECT & HEAT for 2q 3-22-95 6-D1-2016 FOR HABITABLE SPACES SHALL BE COMPLIED WITH Sn ELECT d HEAT for 2r 3-22-95_ 6-01-2016 ATTICS WITH LIMITED STORRGE 2D PSF USE GROUP: DETACHED ONE d TWO FAMILY DWELLINGS CLOSETS OR STORAGE AREAS Slzm AS HABITABLE ATTICS WITH LIMITED STORAGE AND RND/OR TOWNHOUSES .SPACE SHALL COMPLY WITH HABITABLE SPACE So ELECT for 2s 3-22-95 6-01-2016 CONSTRUCTED WITH TRUSSES, THIS LIVE REQUIREMENTS,SEE BHT S. DEPARRAENTOFSTATE CONSTRUCTION TYPE: V-B UNPROTECTED 5. FOR DOOR AND WINDOW SCHEDULES,ENERGY SUMMARY. Sp HEAT for 2s 3-22-95 6-01-2016 LORD NEED ONLY BE APPLIED,TO THOSE SEE DRAWING 3e FOR SECOND FLOOR STAIR DETAILS. DMSION OF SDIIDING STANDARDS AND CODES PORTIONS OF THE BOTTOM CHORD OF NOT SEE DRAWINGS 7b,7f,7h,M 7Q. Sq ELECT for Zt 3-22-95 6-01-2016 atenNl Nriznwcol LESS THAN 2 ADJACENT TRUSSES WITH 6.AUTOMATIC FIRE SPRINKLER SYTEMS(5ECTICN 8313.1 s 2 Sr HEAT for 2t 3-22-95 6-01-2016 Skimp.IAppmnl/.rasr.tem tl.del.r C.mp.nem THE SAME WEB CONFIGURATION OF THE NYS 21116 UCS). BUILDINGS HAVING R HEIGHT M1387 2016-061 10104/2016. CONTAINING A RECTANGLE 42 INCHES OF 3-STORIES ABOVE GRADE PLANE SHALL BE EQUIPPED FOR LOCATION OF THIRD PARTY LABEL T/D WITH AND AUTOMATIC FIRE SPRINKLER SYSTEM MenWaLnNaNa AppGm6.n Na Dd,,iAApr.ri HIGH BY 2 FEET WIDE OR GREATER CERTIFICATION LABEL AND DATA PLATE, SEE INSTALLED IN ACCORDANCE WITH NFPR 130. NO�e �7'°°h N°Qhmm� ima Nealo�nt dud wac s,IMmaQ)mam.rm.m,aane.m,,,Nmetlrp2mlmmwammrr.eo ATTIC SPACES SERVED BY R FIXED STAIR GENERAL NOTES - 2, NOTE #7, SHT 3b. -DEFINITION EG2 SRSEMENTI R STORY THAT IS NOT 6a MISCELLANEOUS DETAILS 3-22-91 6-01-2016 nm, R STORY ABOVE GRADE PLANE TIFF ALSO'STORY �saenldwy •/Aaie•kn:dleBwvrdgoml�e.dm Erto�ova otldal SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR ABOVE GRADE 6b TYP PLUMBING - RLL MODELS 3-22-91 6-01-2016 DEFINITION STORY R20LL STOAT ABOVE GARDE PLANE ANY 6b1 PLUMBING for 2,k,k1 3-1D-97 6-01-2016 SLEEPING ROOMS (30 PSF:. HAVING ITS FINISHED FLOOR SURFACE ENTIRELY ABOVE GRADE PLANE,OR IN WHICH THE FINISHED SURFACE OF 6c PLUMBING for 2m,n, 3-22-91 5-01-2016 - J.hq Adda:q p�Adq D=lor 6T p ns RA WIND: 3SG, EXP. C (std) EXP. D (opt) THE FLOOR NEXT ABOVE IS EITHER OF THE FOLLOWING: 90 - 120 m h NOMINAL (Vasd) APPLICABLE CODES: 11 MORE THAN 6 FT ABOVE GRADE PLANE P 2015 IRC AND 2015 IECC AS MODIFIED BY THE 2016 2)MORE THAN 12 Fr ABOVE FIN GROUND LEVEL RT ANY 116 - 139 mph ULTIMATE Nult) NYS UNIFORM CODE SUPPLEMENT. -ANE POINT. MRSTER SERIES 140 mph ULTIMATE &-TOPOGRAPHIC WIND ENERGY CONSERVATION COMPLIANCE SHALL BE WHEN THE IST OF 3-LEVELS Is CONSIDERED A BASEMENT EFFECTS REQUIRE ENGINEERED DESIGN THROUGH CHAPTER 11, COMPUTER SOFTWARE RS WRLK(BAK--otn BASS DEFINITION) INCLUDING 2-LEVELS ABOVE INDEX GROUND SNOW LORD - Pg: 35- 90 (FIG 83012(5)) PROVIDED IN SECTION N110215 - REScheck. PRE STORIES ABOVE GRADE PLANE(BASED ON THE RESCheck CALCULATIONS SHALL BE DONE FOR EACH DEFINITION),AN AUTOMATIC FIRE SPRINKLER STSTei Is COVER SHEET UNIT AND SHALL BE PROVIDED TO THE AUTHORITY Nor REQUIRED. CWHETHER D&08 SEE AS BUILT FLOOR PLAN FOR WIND AND HAVING JURISDICTION. USED UNDTHEiER-FLR3SPA�CE)15 CONSIDERED STOTORYR MUNCY HOMES, INC. SNOW DESIGN LORDS ABOVE GRADE PLANE(BASED ON THE DEFINITION)AND TFE STRNDARDS. NEXT 2-LEVELS ABOVE ARE ALSO STORIES ABOVE GRADE 1567 PR ROUTE 442 SEISMIC DESIGN CATEGORY: B, C OR DO PLANE(EASED ON THE DEFINITION),AN AUTOMATIC FIRE TOWNHOUSES SHALL BE DESIGNED TO SEISMIC ASCE 7-2010 SPRIaLER SYSTEM"Is REDUIREW. MUNCY, PR 17756 C OR DO PER R30122. DETACHED ONE AND NEC2014 7.F 7. QR FIRE RATED ASSEMBLIES.SEE DRAWING(S)EL DRN BY DATE SCALE REV. HT. N0. TWO FAMILY DWELLINGS LOCATED IN SEISMIC NFPR 130 - 2015 DESIGN CATEGORY C ARE EXEMPT FROM THE SEISMIC REQUIREMENTS. DRraBASE01\lamlNAME MJL 3-22-91 NONE 6-01-2016 la ,4 48'-0" 41'-6" 28'-11" 24'-1" WALL-A 'I( . t t 35'-1 1/2" 26'-6 1/2" 21'-1" 27 ----- -L 3/4'"------ 27 �- HDRHG�75® 5'- 1/2 --- �3�2��x4 -5'=4 --- - - �-- _ _ _ n - - " u " -OIF$ITE .9f�"�61'�TFER�'- 38592 �3049SG TRSM4810 u" 3042 Ro=725°xaiS° I EGRESS (SEE DATA PLATE NOTE BELOWI W2430 I I W3630 I 12'-0" _ "5134 '-2 1/2" o;gg J ® itU DW 1352 10•_5•' OP48 m OVERS R WF2 DATA PLATE C? .�-� I O B/'10'-2„ 6 LABELS T i' C� C3 BATH 2 - I cn 'i '-' BE 1 '� � ILL/i 127.50 5Q. FT. I N KITCHEN m i - I NO 3" BS ON CT USE LT REO'D/PROV'D: 10.20/2410 - 244- VT 4 rn 3 I m FORMICA ON WALL 0 rn s _ VT REO'D/PROV'D: 5.10/11.42 p 138.02 S0. FT. I to m DOES NOT D4CLUDE ON-SITE DOOR) N WALL 60 SHWR I ', •-� o ♦ I LT REO'D/PROV'D: M05/17.55 1 ac „ VT REQ'D/PROV'D: 553/5.71 N `•:r int S (D STOP m I DOES NOT INCLUDE ON-SITE DOOR) m I x€ 62 I 8c_llp '-7 1/2" 3'-0" .4 BY oTrERs 3 _J 30 I = 48WS m 703'-7" � M D8 2-245M n7 C3 OEA MW 08/22/17 N ---------------- C8 1_ 0 I co lOu, _ N Cb p I 6' i 2 2„ 171-911 3-SIMPSON LSTAW STRAPS N.I L__3Q; I i p[ COLUMN TO CLG BEAM AND I��i555 WALL-1 I zxs I-4 OHO ��-TOT ER MOGU_E I AL -2 I C BE 2 I m i . LIVING RMcn c�I - �" 133.25 SO. FT. j 237.40 50. FT. c o`� q LT REQ'D/PROV'D: 9.78/12-05`H I cV LT REO'D/PROV'D: 19.00/48.20 m I - � ¢ VT REO'D/PROV'D: 4.89/5.71 I �'� VT REO'D/PROV'D: 9.50/22.84- DOES .50/22 84 DOES NOT R4CLUDE ON-SITE 118.71 50. FT. I 6 W I LT REO'D/PROV'D: 9.50/1ZOS n - t� I VT REOU/PROV'D: 4.75/5.71 I C7 1 N co 11 10'-3" r- 121-¢1' 3-011 in I M EGRESS I EGRESS I I 4'-0 1/4" 3859 10'-10" 3859 u" EAVE off 14'-1 3/4" 38592 6'-3" L-- --- - --- ---- -- - -- - - -- - -- - -3,v6ir --- - - -- - - --------- - - 2r=9 r/2� 38'3R ---- - -_ ____- - ® --- --- --- ---_-_ _J DOOR 6 WINDOW DESIGN PRESURE REQUIREMENTS: P® 27 27 ALL DOORS 6 WINDOWS SHALL HAVE THE' 36'-10 1/2" FOLLOWING DESIGN PRESURE BASED ON "C' EXPOSURE. I WALL-B 20'-0" MEAN ROOF HEIGHT d 135 mph Vult. 42-4 1/2" I 28'-4" 9'-5" 28.38 - INTERIOR ZONES DATA PLATE NOTE: X 36.12 - CORNER ZONES FINISHED FLOOR <6' ABOVE GRADE AROUND ENTIRE PERIMETER ON-SITE EXT SLIDING GLASS DOORS (3) NOTE: BASEMENT FOUNDATION WITH ON-SITE OUTSIDE ACCESS BY OTHERS. aev: FLOOD ZONE - NO SHRLL HAVE R U-VALUE OF .52 MIN. FOUNDATION TYPE - BASEMENT IOT ITN RE SEPARATION: - NOT REQUIRED FLM Mm amonwcim STORIES ABOVE GRADE - 1 NY GSL DATA: - 30/<1000 WALLS/PROJECTIONS >5' FROM LOT LINE PREMIERBUILDERS BASE(3012(5ll/ECFV- �� NY NOTE: SPRINKLER REQUIRED - NO GSL GSL REo'D/DESIGN= 30/35 NOTE: WINDOWS SHALL COMPLY WITH '12 b '15 IRC R312 ('09 612.2, '06 613.21. SEE SYSTEM A WN M GF MPCY xaM nc "m`DI` 08-02-17 DM PE APPLICABLE BUILDING CODES SHT 3m, WINDOW NOTE 4. WINDOW SILLS ARE,LOCATED 241MIN) AFF. 1587 f� Rt �: pe 9M +07Drlr(8-E96 �di...d m., a 06-27-17 DM REV 2015 IRC; 2015 IECC; 2014 NEC - RLL AS MODIFIED BY THE NYS 2016 UCS-NYS wwwpramlerbd Iwo��t 06-08-17 DM REV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT SIDEWALL= Zx6 16 oc WIMOWS= SILVERLIf� SH DESIGN SNOW ZONE= 35 GSL WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH MARR WALL= 2x3 16"oc CLG= R-38, WRLL= R-21 ROOF= 5/12 16"oc (90*) TURN KEY / OBRIEN MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/4/2016 UNDER SYSTEM #M1387-2016-06L FLOOR JST= 240 i6"oc FLR-- R-30(BY BLDR) DESIGN WIND ZONE= 135 Vult 35G ■■WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, CCG. HGT. 8'-0" (SEE RESCHECIO DEST. 230 LANDING LANE FLOOR PLAN 318 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, RDDTL BSMT COL - 0 STAIR OPEN'G(S) BASED GREENPORT, NY 11944 Dw on mmSLE � t TO ALTER THIS ITEM IN ANY WAY. LABEL - ■ ON 8.25"/9.00" GEOMETRY SUFFOLK CO. DRM 05-15-17_ i/4"=1'-0" 32455_000 3 --- --- -------- 3 3 5 5 4 5 1 JL 1_iJ 9 1 y _ R 5 ° .' I DW x r - r <s. •a.�. � I fFCI BIQ2 I _5 110CFM s = ,r�Ma°� 8 I L_ EiOCFM CR I I I "z. ; L 1AOCFM 3 9 O I L 14-3 I 1 1Uwy I I I 3 r- - - -� I I d 3 I I I _L l- ---� 3 08/22/17 I I I I L---------- a----- n I 1 >< I 1 I 1 r-----------------, 1 1 1 4 21 ' 1 1 L---U) L IS 1 I I I U) 13 I (n 1 5 5 L - - _� m_J I (1) S3 �75 r-----------------, r - -- - - - J I I - - J I _ RRRRRCC�77��77766666CCCCC3 r--------------------------- ---J -------------- ON-SIfE BSMT 50 r-- -c TO 2 S S' 1 1 CONNECTION S 1 3 3 I 1 UNDER FLOOR 1 I I BY OTHERS u)-RFX -----, 6 LTJ 3 1. 3 I N I 3 6 J-BX IN C I 1 W/ FOR RFCI Bp2- ------- 1 I -- &6 FUTURE A FAN I 11 12 I m-———————------—-----— —- L. _J1 I 7 U) r------------- 1 V7 I I I Im 1 5 R 6 14-3 TO I I I I II BSMT 50 I I 7 I �6 1 1 I I 3 7 L -------14-3 -- x_14-3 - u 1 1 1 6 7 �-�1 I I 1 -3 - -- - - J-BX IN RTTIC W/14-3 FOR r 06 FUTURE C-FAN I 1 'I I I 61 6 1 7 6 6 i 6 7 ®®7 7 WHOLE HOUSE MECHANICAL VENTILATION (M1507 2012/2015 IRC) NOTE: GAS LINE PROVIDED & INSTALLED ON-SITE BY OTHERS # OF BEDROOMS - 3 FLOOR AREA SO FT - 1320 HEAT SYSTEM: ON-SITE BY OTHERS AIR FLOW REQUIRED - 45 CFM'S REV. AIR FLOW PROVIDED - 50 CFM'S NOTE: 1. AFCI PROTECTION 6 TAMPERED-RESISTANT RECPTS. PROVIDED PER 2014 NEC nae mm am cmucm (SEE NOTEDCONT. RUN BATH FANS) 2 ALL CEILING LIGHT BOXES SHALL BE RATED FOR 50# PER 2014 NEC 314.27 (R)(Z) PREMIERBUILDERS 00L7e"anzm "'m" 3. ON-SITE DECK/PORCH/STOOP SHALL EXTEND UNDER EXT GFCI RECEPT AS NY NOTE: SHOWN SO THE RECEPT MAY BE ACCESSIBLE FROM THE DECK/PORCH/STOOP A spa aunt of MWV NO=MC ^m am APPLICABLE BUILDING CODES: 4. REQ'O FRONT & REAR EXT GFCI RECEPT SHALL BE ACCESSIBLE FROM GRADE. M 4 Uy Pe 0�g-895 Fa,_,�- m,�-rte 08-02-17 DM PE 2015 IRC; 2015 IECC 2014 NEC_- ALL AS MODIFIED BY THE NYS 2016 UCS-NYS ADDITIONAL "GRADE-RCCESSIBLE" EXT GFCI RECEPTS SHALL BE PROVIDED I�rsain mwo �m,�ue R 06-27-17 DM REV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT AND INSTALLED BY OTHERS (BELOW THE MODULES) AT THE FRONT AND REAR, WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH OF THE HOUSE SHOULD THE RECEPTS SHOWN NOT BE ACCESSIBLE FROM GRADE TURN KEY / OBRIEN MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/4/2016 UNDER SYSTEM *M1387-2016-04 5. ATTIC LIGHT REQUIRED IF SPACE IS USED FOR STORAGE OR CONTAINS EOUIPTMENT REQUIRING SERVICING, PER 2014'NEC, SEC 210.70(A)(3) TO BE PROVIDED AND ELECT. PLRN PLM RN ■■WAING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, INSTALLED ON-SITE BY OTHERS. 318 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED,PROFESSIONAL ENGINEER, Dares ' TO ALTER THIS ITEM IN ANY WAY. DRM 06-08-17 1/4"=1',-0" 1 32455_000 48'-0" r-------- -- ---------- - -- -- ---------- ------ ------ - ----------=--- ------------- --- ------- ---- --- ---- ----, I I 791 PLF GRAVITY / 77 PLF UPLIFT , r----- ---- ---- - --- ----- - - ----- I I I I I I I I I I I i I ' I NOTE: FOUNDATION SHRLL BE DESIGNED BY R NYS DESIGN PROFESSIONAL WITH ' KNOWLEDGE OF LOCRL SOIL CONDITIONS. THIS SAMPLE PLAN IS MEANT BR5EMENT FOUNDATION WITH ON-SITE OUTSIDE ONLY TO COMMUNICATE THE DIMENSIONAL RND LORDING INFORMATION TO ACCESS BY OTHERS. I DESIGN PROFESSIONAL SO THEIR FOUNDATION DESIGN IS COORDINATED WITH THE REQUIREMENTS OF THE MODULAR BUILDING. cp I I I I I I I I I NOTES: L A 1/2"X9"X12" STEEL PLATE IS REQUIRED ON COLUMNS. ' I Z SEE FLOOR PLAN, FOUNDATION PLAN AND SET-UP INSTRUCTIONS FOR SECURING I I ' I MODULES TO FOUNDATION (COLUMNS, PERIMETER 6 CORNER ANCHORS (F REQUIRED)). I I 3. ALL GIRDER SPLICES MUST BE LOCATED OVER POST. I I I I I I I I I I I I I I 8'-0" 8'-0" 8'-0" 5'-6" 2'-6" 8'-0" 8'-O" I I I I I I I I I I I I I 1,446 PLF I I I I I I I I I I co - +- - --1--A--I - ---H-6--F - --t—a—i-- F- -8--4-- - I-$-F-- -� I I I I I 6-2X10SPF2 I I I I I I I I OFI L---J L L---J %% L L---J L I N I NOTE: 1/2" RNCHOR BOLTS REQUIRED AT 6'-C"oc MIN (2) PER SILL ,3�� -4,144*7UPLIFT 9,701* PL I I I ' PLATE SECTION. ANCHOR BOLT IS REQUIRED 3.5" MIN - 12" I MAX FROM EACH END OF EACH SILL PLATE SECTION 5�3 -4,144 UPLIFT CONNECTIONS FOR LISTED UPLIFT LOADS TO BE PROVIDED FROM MODULRR TO FOUNDATION ON-SITE BY OTHERS. LUMBER TO BE OF NATURALLY DUARRBI E W000 OR W000 THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH RWPA UL )LI I I SLIDING AND OVERTURNING LOADS ARE RESISTED BY ATIVES SHALL BE LISTED IN SECTION 4 of RWPR UL I PRESCRIPTIVE ANCHOR BOLT CONNECTIONS RND SPACING 2 LUMBER THAT IS IN CONTACT WITH CONCRETE OR THE GROUND MUST BE APPROVED P1ES5URE-PRESERVRTIVE-7RERTm W000 SUITABLE FOR PER 2015 IRC SECTION R403.1.6 CONTACT USE ALL SUPPORT COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECRY RESISTANCE OR APPROVED PRESSURE-PRE5ERVATIVE-TREATED WOOD. k I I 4. ALL FIELD CUT ENDS, NOTCHES, r1Rn!� HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FTF11.D IN ACCORDANCE WITH RWPR M4. r.•-T I 5. ALL NAILS USED IN THE CONSTRUCTION OF PORCHES 6 DECKS SHALL BE TREADED AND MEET THE REOUII�EMEP4TS OF RSTM F 1667. THREADED NAILS AS STATED IN THIS DOCUMENT INCLUDE HELICAL (5PM U a ANNULAR )RINK SWM NAILS. WOW SCREWS SHALL MEET THE RE I OF A NSI/RSME 818 61 BOLTS b LAG SCREWS SHALL MEET THE REQUIREMENTS OF RNSLRSME 81821 6. FLRSHM SHALL. BE CORRISION-RESISTANT METAL OF A MINIUM NOMINAL THICKNESS OF 0D19 INCES OR AN APPROVED NON-METALLIC MATERIAL. �«?• fi� • T 61 ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH LUMBER TREATED WITH PRESERVATIVES THAT CONTAIN COPPER SUCH AS ACO. t ( } I COPPER-AZOLE OR FL7SL 7. ALL SCREWS, BOLTS, NAILS, NUTS, 6 WASHERS FOR USE WITH PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED ZINC-COATED GALVFlP® j a ()8,62 5`) i I STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER 3/fr DIAMETER _FASTETERS SHALL BE HOT DIPPED GALVANIZED AND SHALL MEET THE REQUIREMENTS OF WITH DIAMETERS OVER 3/8". B.FASTENERS OTHER THAN NAILS AND DTTIMBER RIVETS �L PERMUTED TO SMALLER, OR E OF MEC FOR Q Y DEPOSITED ZINC-CORTED STEEL WITH CORTDG WEIGHTS ear I I S. HARDWARE (R NGGEERS, CRST IN-PPLR�POSTT ANCHORS, ETCJ SHALL BE GALVANIZED OR SHALL BE STAINLESS STEEL- HARDWARE TO BE I HOT DIPPED GALVANIZED PRIOR TO FABRICATION SHALL MEET RSTM A 653, 8-185 COATING. HARDWARE TO BE HOT DIPPED GALVANIZED AFTER I I 10. FABRICATION RS AM AM M TO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALT WATER SUM-BE SHALL BE STAINLESS STEEL 08/22/17 I I 1L ami°on�ER°CCOATED OR NON+ERROUS FASTENERS OR HARDWF1RE SHALL BE AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ' 1Z HOT-DIPPED ZINC-COATED GALVANIZED STEEL CONNECTORS ARE REOUBED AT ANY CONFECTIONS INTO CONCRETE I 13 FASTENERS RND CONECTORS INSTq I Fl1 IN TREATED LUMBER OTHER THAN! MATERIAL WITH A CHEMICAL RETENTION GREATER THAT AMIPR OR UC SF�LL EE STAIILE55 STEEL GRADE 304 OR 316. i L------- -- -- - - ------- - - --- --- --------- ------- -- ------- --- -- ---- -- ------- -- - ------ ----- -------- J I 791 PLF GRAVITY / 77 PLF UPLIFT - I I L--------- - ----- -- ------- -- -- --- ----- - ---- - ----------- ---------- --- ----------- -- -- --- ---- --- ----- - --- NOTES 1. THIS FOUNDATION DRAWING AND NOTES ARE FOR REVIEW ONLY. ACTUAL FOUNDATION DESIGN TO BE APPROVED BY A PROFESSIONAL ENGINEER OR REGISTERED RRCHITECT. PREMIERBUILDERS °00101"'m' NY NOTE: Z THIS DRAWING TO BE USED FOR DIMENSIONS ONLY. A MM M CF W.r UMM PC r m IML APPLICABLE BUILDING CODES 3. SEE FLOOR PLAN FOR DIMENSIONS OF UNITS & STAIR LOCATION. W "44a �y pe VW 10 b r• m"• 2015 IRC; 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2016 UCS-NYS 4. SEE MASTER SERIES DWGS., SHT. NO. 3c & 4(1. FOR NOTES AND DETAILS. �s aom THE PLANS RND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT 5. MAX CENTER FLOOR GIRDER SUPPORT COLUMN SPACING= W-S' WITH THE PLANS RND SPECIFICATIONS ASSOCIATED WITH THE RPPROVRL ON FILE WITHTURN KEY / OBRIEN MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/4/2016 UNDER SYSTEM OM1387-2016-OBL FLM NW ■■W RNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, R. FOUNDATION LAYOUT 318 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ora m DRM see .iae• x c TO ALTER THIS ITEM IN ANY WAY. DRM 08-02-17 PE 1/4"=1'-0" 32455-000 L EXTERIOR WALL FINISH TO BE VINYL SIDING. Z EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 3.SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 4.STOOPS, STAIRS, HANDRAILS. GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY OTHERS IN ACCORORNCE WITH STATE RND.OR LOCAL CODES. GUTTERS 6 LEADERS MUST BE INSTALLED TO PROVIDE WATER PROTECTION FOR LOWER LEVEL ROOF 9 INTERSECTION OF UPPER LEVEL ROOF. S.BASEMENT WINDOWS ARE OPTIONAL AND INSTALLED BY OTHERS. 6.THE LAST ROW OF SIDING BOTH FRONT, REAR AND ALL SIDING FOR UPPER LEVELS OF A 2 STORY, SHIPPED LOOSE FOR FIELD INSTRLLATION BY OTHERS. 7.MASONRY VENEER OR FOUNDATION SIDING SUPPLIED AND INSTALLED BY OTHERS. 8.5EE WINDOW/DOOR SCHEDULE FOR WINDOW FIND DOOR, TYPES VENTILATION AND EGRESS AREAS AND U VALUES. FEIDGE VENT 12 5r_ MRH CLG �'� •ir '"' yi Q7 K - r» cv to t � c" Lu ` 1y D+ 6c ' ,<, 3859 3859 3859 - FLR GRADE ACCESS BY OTHERS ' 08/22/17 20' MW TO 71" MAX FRONT ELEVATION K.MMW�E(FMCM NY NOTA: PREMIERBUILDERS mm om A 540 UK OF MICU MM NG APPLICABLE BUILDING CODES: 687 N Rt44Z ALbm Pa 17138 107OX46-896 L-Ld t- �_a 2015 IRC: 2015 IECCS 2014 NEC - ALL AS MODIFIED BY THE NYS 2016 UCS-NYS *WWg *r-kd am mwo �m,�ac R 08-02-17 DM PE THE PLANS AND SPECIFICRTIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT WITH THE PLANS RND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / OBRIEN MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/4/2016 UNDER SYSTEM #M1387-2016-06L WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, FRONT ELEVATION -1 Rare 318 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONRL ENGINEER, DRM TO ALTER THIS ITEM IN ANY WRY. NOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES `DRM 1 06-27-17 1%4°-1'-0" 1'324-55-000 RIDGE VENT 5 12 �— CLG �. co C) RO=72S'x8Q5' RO=72.5'x8Q5" 08/22/17 GRADE ACCESS BY OTHERS GRADE ACCESS BY OTHERS o FLR N RERR ELEVATION , m,: NY NOTE: PREMIERBUILDERSurunm mm A US=OF MMY NO=W- APPLICABLE BUILDING CODES: fel Pe Rt Miwy. Pa 1TIbe •p7p�rte 896 a l m.!_a 2015 IRC; 2015 IECC; 2014 NEC ALL AS MODIFIED BY THE NYS 2016 UCS-NYS wwwbu mwo�smug R 08-02-17 DM PE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET PRE DERIVED FROM AND CONSISTENT SEEM WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / OBRIEN MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/4/2016 UNDER SYSTEM #M1387-2016-06L rWUO G: ITIS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, REAR ELEVATION -1 R ar, 318 S HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. o or. 06-27-17, X1/4"=1'-0" 32455_000 ROGE VENT CLG cn im Ll A 3859 3859 3859 3859 FLR 0 N NES $_ LEFT ELEVATION S GILI,lk(� Ow ; 5 ,� PREMIERBUILDERS MM FrROM MUM NY NOTE: mm om APPLICABLE BUILDING CODES. Q �� 07pe Rt .Pe r/M •07p�896 2015 IRC: 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2016 UCS-NYS - www mwc imus re D8-02-17 DM PE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / OBRIEN MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/4/2016 UNDER SYSTEM #M1387-2016-06L 1■■WRRNING' IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 08/22/17 LEFT ELEVATION -1 318 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Ur. am euH.e TO ALTER THIS ITEM IN ANY WAY. DRM 06-27-17 xw1/E4°=1'-0-' 1'32455-000 RIDGE VENT CLG i � TRSM4810 /i rn 3042 3049 3859 3859 VR0----72.5"X80.F' FLR GRADE ACCE53 BY OTHERS 0 N oVr RIGHT ELEVATION PREMIERBUIL®ERS NY NOTE' a p£',;2 � seta=OF rwrry xares PC oma` APPLICABLE BUILDING CODES." W7 A qt may, pe VM •07,046. 9b m"� .6, 2015 IRC; 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2015 UCS-NY5 m.�o �� ■ 08-02-17 DM PE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS FIND SPECIFICATIONS A550CIRTED WITH THE RPPROVRL ON FILE WITH TURN KEY / OBRIEN MAINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/4/2016 UNDER SYSTEM #M1387-2016-06L PLM NW ■■WRRNING: IT I5 A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 08/22/17 RIGHT ELEVATION -1 318 UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, ,�a aM.er: Dare some a.�� TO ALTER THIS ITEM IN ANY WRY. RM 06-27-17 1/4"=1'-0" 32455_000 LVL INTERCONNECTION DETAIL E711AL VACS.4. 1.-p. I 2-m BEAN -PLY BEAM /-4-Ky BEAN s r N 0.131'x]'OR '0.Qr:l'Bit 1/Y 90U5 0.1SVY35I NABS D•16YxBb'NM,S FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS: 11` (2) 1S' MEMBER BEAMS:. =USE (3) ROW5 OF 0.131"x3" NAILS @ 12" O.C. (575 PLF MAX, UNIFORM LOAD) -USE (3) ROWS OF 0.131"x3" NAILS @ 6" O.C, (1,150 PLF MAX..UNIFORM LOAD) 0131NA¢S(I 5'Mon) (2) 1.75" MEMBER BEAMS: olarrxs'tmns p.�s ME dBBRS) -USE (3) ROWS OF 0.1627x3.5" NAILS 0 12" O:C. (845 PLF MAX, UNIFORM LOAD) -USE (3)'ROWS OF 0.162"x3.5" NAILS @ 6" O.C: (1,690 PLF MAX. UNIFORM LOAD) (3) 1.5" MEMBER BEAMS: -USE (3) ROWS:OF 0.131ax3" NAILS 6 12" O.C_ (431 PLF_MAX. UNIFORM LOAD) -USE (3) ROWS OF 0.131'x3" NAILS @ 6" D.C. (863 PLF MAX. UNIFORM LOAD) BUILT UP COLUMN -USE (3) ROWS OF 0.131"x3" NAILS @ 4" O.C. (1,294 PLF MAX. UNIFORM LOAD) FASTENING (3) 1.75" MEMBER BEAMS: -USE(3)`ROWS OF 0.16270.5" NAILS @ 12" O.C. (635 PLF MAX. UNIFORM LOAD) -USE(3) ROWS OF 0.162"x3:5" NAILS @ 6" O.C. (1,270 PLF MAX. UNIFORM LOAD) (4) 1.5" OR 1.75" MEMBER, BEAMS: -USE(2) ROWS OF 1/2'' BOLTS @ 12" O.C.'(580 PLF MAX. UNIFORM LOAD) -USE(3) ROWS OF 1/2' BOLTS @,T2" O,C. (870 PLF MAX. UNIFORM LOAD) NOTES: VALUES APPLY TO COMMON A307 BOLTS. BOLT HOLES MUST BE THE SAME DIAMETER AS THE THE BOLTS. WASHERS MUST BE USED UNDER THE BOLT HEADS AND NUTS. -THE SPECIFIED NAILING APPLIES TO BOTH SIDES 'OF A 3-PLY BEAM. -7" WIDE BEAMS MAY NOT BE LOADED FROM bNE SIDE ONLY. THEY MUST BE LOADED FROM BOTH SIDES AND/OR TOP LOADED. -LOAD DURATION FACTORS MAY BE APPLIED TO THE LOADS LISTED ABOVE. KAM mm PREMIERBUILDERSnumam NY NOTE: r a � CEO a WM=of=Wr MM PC nm Epm APPLICABLE BUILDING CODES: ' � t4 , W7 Pa Pa 171w r(57p, *,196 o, 2015 IRC; 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2015 UCS-NYS wwry��m� mwot_1mte�R THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / OBRIEN MAINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/4/2016 UNDER SYSTEM #M1387-2016-06L ■■WARNIIVG: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 08�22�1 LVL INTERCONNECTION DETAIL PUN 318 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Dw DgM TO ALTER THIS ITEM IN ANY WRY. DRM 06-06-17 PE X1/4"=1'-0" 324.55_000 2M2/2014;IRC TABLE R3DI.Z7.2 XmAs Ui Hi st�CABIs Pam Rm=Me m Cm OF Imm FD��.LAwfa. FASTENER FASIERE71 SPOOR 1.111TL (1) :E OF 711E �. aim t.R1'E .I E Tim L mix DmPAML WM e<PAM-,SPM r PAIFL.SPAN QLD Ls=MPPH"rnC� TWE <DA_t <IEI-dr <aH.a 2.IN ArEAS MM THE ULM=DESM M SM IS 1 JUTH 1r OMATE - rra 8.0001D scREw easEu• < WIND-BORNE DMIS•OPEwrG PR07ECM]OPTION& EDkANCHOR y2" 1.. <PRE-ENGINET M VMb"/DDOR PROIEOTDRS MAY BE:,INSTAUFD ON-97E BY �8 T� TM OTHERS.O&W MEET ALL STATE&"LOCAL CODE REQUIREMENTS) Na 10 WOOD SCREN _ z W006 STRUCTURAL PANEI.S'WITH A MNWM THICKNESS GF illi'AND MAX PANEL BASED ANCHOR.W7H -SPAN OF it SHALL.BE PERMITTED FOR COMING PROTECTION 1N ODE:AW TOUT EMBEDMENT LENGTH' STORY BULDNGS.PANELS STiALL BE PRECUT SD THAT THEY SHALL BE ATTACHED Ile LAG.SCREW BASED TO THE FRAMING SURRWNDNG THE OPENING CONTAINING THE PRODUCT WITH THE tl�ACHORR WIH 2Q. 1B' 16' 18 GLAZED OPENINGS PAUEL ATTACHMERM'SHALLBEDESIGNED,70 RESIST_THE COMPONENTS AND LIADDNG LOADS DETERMINED IN ACCORDANCE TATH THE PROYISNINS'OF ASCE Z.ATTACHMENT IS PERMITTED ACCORDING 10 FASTENING L OMMERi diLL RE 116rk0 GN MPO R16-0 of 11E tom smucmMALPMM UM ON THIS PW FOR BUILDINGS 1Wlfi A MEAN ROOF HEIGNT OF 4W 0 LFA 2 FASREREAB S LL E inl AM A W Cf f'RM IEE EDGE DF IM PNREL_, I: T 1 B1 3 MOM SU E L=DUN 10 PF1E7■UIIE IMM 11E Ex RM W ) MMM A U111F 1'KID MLMS FAME FAM70M WALL BE LOCI®A W DF 2r mm 7w EDGE W COMM HOC[DA t1lIOiETE 4 NN WM ARE ATTA9ED 10 WL901i1Y tR ASOIRYi5tR00D;M SAL E` - 1z3 FRAME BOARD )MAM UMM 4�L1110N-AF35TANT.ANOM HANK A IN KMWAUL, INSIDE DRENSION TO BE L.ATLM THAN GPA , IW* OUTSDE DIMEN510N,,,OF TW VANDOW,FRAME. AND FAMED-TO SOLID FRAM MEMBER- MIND SIDING. 'OSB PIN. WIND BORNE bEB06 PROTECTION"DETAIL x ,4�. r NOTE: PREMIERBUILDERS NY A 590 M CF MNCr NO== APPLICABLE BUILDING CODES 07 Pa Rt Mny. Pe 171758 *61oJ6 41W 1 -A [_m.A.---n- 2015 IRC' 2015 IECC' 2014 NEC - ALL AS MODIFIED BY THE NYS 2016 UCS-NYS �� www.p�w*r-bl,f�l�mm► THE PLANS AND SPECIFICATIONS OF THE PERMIT SET PRE DERIVED FROM AND CONSISTENT 08/22/17 mAo A WITH THE PLANS AND SPECIFICATIONS R550CIATM WITH THE APPROVAL ON FILE WITH TURN KEY / OBRIEN MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/4/2016 UNDER' SYSTEM-*M1387-2016-06L ■■WRRNm. IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, WINDBORNE DEBRIS PROTECTION PLArI 318 UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, DW U; , DM �e ,M.�,� ER TO ALTTHIS ITEM'IN ANY WRY. DRM 08-02-17 PE 1/4"=1'-0" 324-55-000 2-iBd NAILS THRU SHEATHING INTO TRUSS HINGE STRAP a 4Ei" O.C. ALUM. DRIP EDGE ALUM. FASCIA PERFORATED VINYL SOFFIT L25•40ga STEET STRAP w/ 7-OJ,31.'WH NAILS ER END lOd NAILS a 5' O.C. d 2-0131'50" NAD..S TOED. MTSl6 EACH TRUSS CONT. RIDGE VENT 2-10d NAILS FROM PLYWOOD DIRECT TO STUD L26520911 STEEL STRAP w/ 7-0131"x-T NAILS ER END PRE-MANUFACTURED WOW TRUSS': HM753214 U5/12, 16' O.CJ & 2-0181"x30" NAILS TOED. SEE SEALED TRUSS DESIGN AND TRUSS INSTALLATION U45TRLJCTIONS MTS12 ER TRUSS FOR ANY REQUIRED BRACING IN5TALLRTIOPL MANUFACTURER SUPPLIES RIDGE FASTEN w/7 100 xLB' PAILS ER END 6 VENT FOR FIELD D45TFLLATION 2-0131'x3.0' NAILS TOED ER TRUSSFIBERGLAS OR SELF SEALING SHINGIY. BY OTHERS TIONAS S PER MANUFACTURERS TYPE 15 FELT WITH 18. OVERLAP FASTEN RAIL TO ION( ST OR *55 SIMPLE)( SHINGLE UINDERLAYMENTT OR EQUAL 39'W/ 4-.0131 O' NAILS 12 THAT CONSIST OF AT IASTB0 LAYERS ARRIER OF UPDERLRYMENT CEMENTED TOGETHER ING 5 OR OF R SELF-fDFERING POLYMER MODIFIED 2-160 NAILS THRU SHEATH INTO TRIM BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENTT APD SHALL 7/16 OSB ROOF SHEATHONC EXTEND FROM THE ERVE'S EDGE TO R POINT AT LEAST 24 IN. INSIDE THE 2x8 RAIL EXTERIOR WALL LINE OF THE BUILDING IN%L BAFFLE TO PROVIDE AIR SPACE FOR ATTIC VENTILATION wA4I D-WRSH ONSU RTION DAM] FIRESACK BETWEEN MODULES ON-SITE BY OTHERS PER STATE AM LOCAL CODES 5/Er' GYP BD CONT. SM' 058 STRIPS JOIST HANGEIR CONT. 5/8" OSB STRIPS DBL TOP PLATE DSL TOP PLATE R-38 FIBERGLASS INSULATION 7/16. 058 SHEATHING R-38 TO WARM SIDE 2x3 SPF •1/*2 m 16" O.C. C3 CLEAR SPAN ROOF BERMS LOCATED OVER FLUSH aC o CEILING AREAS SHALL BE SECURED TOGETHER 2x6 SPF •L�2 a 16 O.0 R-21 FIBERGLASS INSULATION LSTR18 e48 0.C. USING 2 ROWS OF 160 NAILS OR •8 x 2S' LIZ GYPBO w/VJI TO WARM SIDE W/5 lOd NAILS ER LEG SCREWS AT 24" D.C. 1/2' GYPBD R-30 FIBERGLASS INSULATION 5DM E BOTTOM PLATE 19/32" 058 SHEATHING SINGLE BOTTOM PLATE w/V.E TO WARM SIDE, BY OTHERS 3-2x10 SPF *1/+2 CENTER GIRDER PER HALF (6 TOTAL) LSTRiB a48° O.C. 2-2x)0 SPF •1/x2 FLR RAI- w/5 10d NAILS ER LEG 2x10 SPF •1/•2 m 16" D.C. JOS HANGER SHEATHING NAILED w/8d NAILS a 5"o0 TO RIM JOIST 6 SILL ENTIRE PERIMETER SILL PLATE. 2x8 min O'RES'SURE TREATED) SILL SEALER ET IM TOE-NRILEQ 6. O.C. NOTE: 1? 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FIR'=10: >3/4'=S. 13 2612-2DIS IECC-EA'r'HL`?}w'RSH-BCFFTES Rw d FT FCTRTrP wV'1TE� FrTPira ea'rrra trQNWr 30355 029 472 343 CAeSf 5900 - VUTR Z4.2DIZ-2015'IECC-WHOLE Hf3U5E MECHINIL'TL YENTItATION SYSTFA Regd TO MEET S=CTICk1 eIS97 REd11RN,ENTS. R � ZS 2MZ-2015 IECC-Yltt FRI'EFFICA-Y PE{ULRMF1tT5 FOR-.'ECM 51 STEMS-SEE TABLE h110351 FEL.Orl 1. WtEtl'CIRCUITS REORRED wilt???T PIT EI A SD:.LE 2 n.EL BOX,A SU3-FEED WFLL B= 17.2009-2011 TEE-GFCI P,2DTECTiCh 15 REDD W/I A 6 FT RADIUS FRO9 ThE EDGE OF ALL 306513 EGRESS 0.29 6B 6.24 CS"VIT 10750 62 VINYL 20,2015 IECC,ATT16 P-CESS DOORS INN WALLS TO t=%01T1a.£0 SIXES Y.AY BE U 032 w-OR R-32 mi ECUIREO.SEE S T EFL 5U.KS EXCLUD M. THE KITO-0.SUM. _ 5660 EGRESS (129 15.71 111) C%LIT 1°S_?8 61 Vvm 05-025 n•DUCT TEST).'^-.TO 8=PERFORMED a437TE'BY OTf ERS•FER 2015 IRC SECTION N110333 WHEN DUCTWORK IS 2 LAI.tORY CIRCUITS AR£STF cARa IN Cp=L,SPFcE LmTS• 18.2014 LEC-CCC!PROTECTION 15 REDD WIT R 6"T'T`�iDI(iS f'ftT)`fTtE FDG_"OF SLG. OUTSIDE TY-`itEo.YFL Rl:'1rPE. 3. CPTSD.,7 L C-cILUr.LITES 02 FR4 LITES('SAY REPLACE SWITCHED RECEPIFICLES. CEILINS SUPS- THE DISM.CSSHER 1146T GFCL FFOTECTEM 5460 EGRESS 029 2357 ISS CS"T 294.63 61 VII(L PIC-050 FAN LITES PAY REPLACE CEILING LITES PROVIDED TFE LIGYT 15 SWITCH VIRED 3S-200-2014 t.EC-5WITCKD RECEPIPC-LES MUST HOVE CS.LY 1-10UTL.ET OF 11-E W-CEPTFYXE I CEFEN)F•J4TLY'.DF 7tE FAIN MOTOR SWFTCtEO TO OLK'LIFY FOR A REOULRED'RECFPTRCLE FDP.RECfj TXLE SPFiCIr. 4. CIRCUIT St)EW_E REFLECTS ELECTRIC R'FLIRCES-W'Eft GAS FMIRYE5 RM USED, P.00JIREO Or COTE. 9280 1 031.-n7q 25.46-25519 519-U31 PIC-SH-OH 15475-151.75 - 9VUL THE WlkE BREAKER FG'O POLE FWAMETERS USED S PLL 54 THE-rSR".E AS FOR A V:J Erd-' 20-2003 t.-,C-GL'COMES.PORCHES,RO DECKS OVER 2D 57 FT S4ALL B=PROVIOED WITH 713 ILLUMIN97Ia4 CIRCUIT OR VRLEF�CTURERS VSTALLATIOH INSTRUCTIONS, FN OUTDOOR RECEPTACLE 2011 t+C,'ALL"BR-Cat1E5•POROES,RA)DECKS SfioLL BE 5. SEE DRAWING 38 FOR F001110*1L ELECTRICAL PATES. PROVIDED WITH AN,OUTDOOR RECEPTACLE 71114 tEC THE RLDARED RECEPT CG£S NOT AW3212 b2a LO13 Ft.77NUr 1250 - VIrtL 032 SPA!-F-RESER'V'ED FOR 7PE A£W YAC STAMP OF FPMaL S. ID"c1 SMOKE FLFI2'1S SH LL P>,9T 6E.PLACED ai BRVICH CIRCUITS PROTECTED BY ARC-FFY.LT HAVE TO BE WIT THE CaFI.ES OF THE OE"PUT MUST Er FACCZ551BLE FROM THE DECK. CIRCUIT RTE-RRU.PTE2.FCL'''ASE FLF3Y.M5 SELL BE:SCA PLIED BY ERR%*(CIRCUITS 2L ZC>36-2014 LEC-ALL CEILV%LIGHT bOXES.T0 BE RATED FOR$0 LB, EXCEPTIai 844812 aza is I 21 r?OND 20D - vvm MDICRTEO TO 540=5 ALARM ECUI,0(I AY•9 SHALL DE MEDmICALLY PROTECTED BY FOR UTILIZATION EOUIPM.04T Illi:SMOKE DETECTORS)WEIG411G 6 LOS OK.LE55,R =137 ELE•H1.c7;.CSt'VYS=CASEPFJFT:PICT=PIGTIA2E. 9/2-6/15LOCK-aN DEVICES, STD BOX MARY BE USED 2014 201E hER BOXES RATED FIT>50 LB P.UST BF.LFEiELiD U?BOX SH=SFNFiLE-F'1kF.,.DH 1. GM17 S M FLRRMS 5-4-L NOT BE PLACED ON ORPtul.CIRCUITS.PROTECTED BY F Rr-FFY.LT 22.ZOLO-2014 h-r,-ALL ln"VOLT,15 Am 20 ALP RECEPTACLES I45THLLED IN DWELLING. H,7RSBER AT LEFT IH?1CATES SDJO.E•H4.C,YS MLLES tAk'£+£R At RIGKr 1TDICgTE5 DOUBLE-MIRY`VALUES- �,�J [txA43l£hTOFSTATE DEC ULGA EDIT I=CE,PLW P-RM EQUIPMENT. NOT 5'Y{L K'S,PPLTED BY�.CH CIRCUITS OT REDD FOR RECEPTACLESSTFNT RECEPTACLES-ES OR GRERTrR-RF'F,ORIF1 -19-THE RECEPTACLE.}5 r,4Rr ��VEPlT M F.MSS ht7TF�' 1t� 1''^ p}ts TJOFG+Jt11v35TAWLv,F33{:D[4^ES & (MAI TU£'t2"ERATIOU OF A SIII-E GFCI'DEVICE SPSALL HUT CEt7,ERG=ALL LIG.4Tlfs OF THE LLVJMIRE CR q-tmFr;:E. L EGRESS WDENda CLEAR OPETBt&z MIN WIDTH 213•,MR4 CLEAR FEIG.ii 24;MITI.OPEN 57 SF OUTLETS IN A GIVEN AREA. 23.2M-201+h:.0-ALL 011WELLING UNITS SH71.L MYE A COY d1'FICATia a CULLET. 17?0T Z FE,GRECAIE GLAZI?r-AREA OF HiSITRBLE SAES(LIWNG,SLEEPING,EATING RZ COCCM) 5t Sn^getAAadkn 3Jd+sa,t-w}e4Gexe.o-H 2 2!X17/2005 h_C-AL1..Fi'2ATY.m CIRCUITS"T SUPPLY In-VOLT,15 R&20 APP OUTLETS PROVIDED BY MA%fAACT1FZM IT WILL BE PROVIDED ASU DSTRLLED ON-SITE BY OTHERS. SL1YJ_11E 8Z[k-TAi FLCOR,AREA NIRA 4Z O'e&r-,FOR VLTATILATIat 3 �+0'{3�T 25713-061 IN1042016(g STALLED IN DWELL=LIST ICCRD0MS S'i�1L BE PROTECTED BY A;4 ARC-FAULT CIRCUIT 24,2COS-2014 HEC-Ht02D•t'7ASS9GE T4'BS 74frURLPOD-52>,FLL RECEPT1 WITHIR.5 FT OF 3-FOR TGE FLFa'gSc OF P=2E:RMINItG LTGHT FM VL?i3TLATIO N REWREMI3{T5.Rff ROOM 5541-..1 INTERRUPTERtSL TTE I2SIDE WALL OF THE TLB UCLL BE GFCI PROTECTED. IF THE WHTRLPOCL IS 'TE CC43MCERED AS A PORTION OF Fit F"114INC.ROOM WtEN AT LEAST 1/2 of RE AREA"f1= IihahcxrasNz fi �>tt)x Ond1APc i 10.2()`8/2011 HEC-RLL•SRMrH CIRCUITS THAT SUPPLY 125-+(ALT.15011087/PLUG Ca:.ECTED,TI-E WILEY MUST BE RFR7ILY 4)CCESSm F•Wl"I 12'OF THE Coe.-ON WALL 15 a"A•,O t1NOB5TRUCTED.ANO PROnMs A'1 OFENING OF NOT LESS TW; 4a 21 MAK£T[u4-a+yiW�kor6bucemr4as-udtet>sA 1aae7 F-0 20 AP CUTLETS INSTALLED IT O.{cLLI:r UNITS$HALL tat PROTECT£O BY A �T3€ACCE55.FACI.VT TTE ACCESS, LID DE THE FLOOR FREA OF TrE INTERIOR Room-BUT hDT LESS THA:25 5OLr--E FEET.MMAINTAIN 0 ell-. b t.+Tsy+r3sit+}1`-.t --lad---L4+ditb* P --=".b*A. CGV9I gTRttt-TTFE RRC-FR.LT CIRCUIT I NIEAc'LPTERIS). EXCPTNS E.'5f1: .'TS, 25,270.2014 tEC-LRP HOLDERS IHSLEO TALIt WET CR DRMP LOCATIONS Vt l.BE OF 4-OPERABLE wIOOWS LOCATED MORE TH VI 72'ABOVE FINISHED OMDE MUST MAI NTAIN.THE - P�S227iIf� a� `��t��rytr3..arxrr s-0a ,KITCHENS-UP-RAGES,6 EATMR00MS. XITCHETS RQ LIYI*w,R`Y AREAS MUST ALSO BE TIE-WATEFTMf TYPE HE LOWEST PART OF TWD=W CIEAR-CFEUR7i A PW&AM CF 24`FeOVE THE FITIt5HE0 Nss e01Cr��Sy.s eNa4n sytNht rwr[•t_«:»-etucat. PRC-FFYJT PROTECTED PER THE 2014 REG 26.2011-MI4 WEC-FOYERS C@ERTER M-FN'EO 50 FT MIST HSAWi-Z A R'ECEPTAME AXI EACK FLOOR OF THE ROOM IN WHICH T}'E WDCCW I5 LOCATED. IF THE WINDOW(LEAR•TPENItr •'! 11.EXTERIO?RECEPTACLES: WALL'SPACE 3 FT OR LARGER, DOES wr MEET THESE PERAMETERS.THE EUZLOER S11LL 6E RESPO-.SFELE FOR COL:`WXE a)SMLL DE USTFLLED AT Tt£•rWa ASO REAR CP THE CUTLLIr, 27.2011-2014 t£c-i,w-xE SWwx cs CONTROL LiGIfMr,LUl3l5 A NEUTRAL SHxLL BE WITH SECTIaI 86132(2000 IRCL 86122 t2O03 IRCI OR R312(2012.15 IRC) '-T- b)$t'ACL BE COVERED BY RI•I4-U SL WEERTTERTOOF ect-ORRE. FOR 2014 t5C PROVICEO RT MCH SWITCH LOCATIat 2014 AEC-MY ME)ON SWTTCH-La RECEPiS. S ACL i INW45 IRC 147038)6 2015 IRC CR7054),FAN FILP&MG Ragd 2F 2012-2015 IRC TF6LE h110351 107"4 +x*4��70.s�r OSAt2st.a5as,FA M'TLIR`.Cr..Re E10MOSURE MUST ALSO BE LABELED F;S-FXTRR DUTY'. 28.2011-2014-NFC.-REICaITIFIED SWITCH L='5-CAN EE USED G_Y FOR THE SUPPLY TO INSTRUCTION'S F.c^E tY)T PROYID-cD. MIL ALR ttlK EFFICACY MAX RIR -3 5YF.LL CE TA•PER-RE5ISTA?tNT BD WFATt ER RESISTANT 12,13-2014 WPC). RE VRITCH BUT TOT AS A RETURN C(XUJCTOR F.4,D"2 THE SWITCH TO TH£OUTLET 6 WIF}O',{5/pCY.1ZSJ5CYLI(IfTS 24 BUILDINGS TN W11C6CRNE DEBRIS REGIMS STML BE PROTECTED FROM LOCATION MIN AIR IN.E F ICA FLOW fAIR m 5k-;LL BE GFCI PROTECTED fIE.LIG"lT br RECEEPTA CLEC WIE�BODE D=8215, YATERIALSICOuSTRUCTION BY"BUILDER PER Cts OF Il£FQLLD2tAG YET1iJG$ o)SCALL DE ON A GEM77AY_ILLUj,,,TIDN CIR-M. A-STOR SKJTTERS MEETING ASTM E ILQ5 HY•.7 ASTM E SC'.-0 REDMTS iNSTLO PER MA'N',F D45TRI3CTIa. MCIE HF.t.7O ANY 2b Fut f)SITY,L NOT BE O4 A CIRCUIT THRT HRS'RECEPTACLES FOR IRTTROa"S DR R EXTEP.IO2 DOOR MO WUL�,P IP P.ATPZ REQUIREMENTS D-PGE7.,T RATED WOOD STRUCTLR•F-L MCLS.111N THUS 7/16:MAX 6 FT SPAY FALLQNAR..E FOR YRHf it4ithE FF7N iVNY 28 AYf MASTER SERIES SMALL 13 FURCE Cl;=41- 2014 hEC-NOT ON A GARAGE'CIRCUIT AS WELL wiALL 1{ItO MRri b¢P WUO wU.C7�PRE5, Fn.A 4 DR* 33 FT.PRELS TO BE PRLCLrG SIZED To FLLO,P ATTAACHL,ENT TO Ti£FRAMED 0'51307 I3ATH6 F RM la Li 290 iz FRAY BE 1 ADDED EXiAS FIN RECEPTACLES OTHER ttsri TP€75£REtXriRtD Br THE Hoc sTrer Zai D7oe3/+hAO POJ. PRESSURE REDO. GRADE OOTOW4Ur TT£GLAZED Q-0-'Ita PfV ZLS TO BE SECURED WITH THE ATTRCWZ NT Hi'RFP T;2E PROVIDED RLL MODELS ruxr 20 wc rb FGA !fRAOEY 2.-49.15 W,PVWt--TER ATTACI-TeE FT SHALL BE WITH a WOOD SAWS AT tT•�E Dia'WOOD SCREWS BATH,UT Rn 913 28 ArAr 13.DOOR 014 PEC-AEP GCLES �,ST BE MUST BE 6FCf 71-C GFCr G4 AGE 1tU142 d23 36 259 30 AT gpc,m WITH 1/4'{A;5 q 15 w.FFSTE?RS TO SE LOCATED A MVI OF 1-FRAY PFta EDGE DOCK OP AY RECEPTACLES MST IN (HCI LDr. CTEa..BUT ESS BILI FUTEGTIW 4 310!342 123 136 30-4 3i �'S�L PEPETRAT£Z'IWrO-W'RLL FRAMI:G P.ELON'EKT.WALL CO'lERING. 5CHEOULES & NOTES o£Y1cE Gar tzar ea I.z7RLFD I!tt£LT iLBr OLE TO ACCESSIBILITY 1200155 123 20 582 4O C-ME-TFm SILL 07 A MYED BY TRE AHl SEE SECTION 30!212"TP.&LE 3D32-12 WRLL COVERING SCHEDULE 14-2014 W-C-R DEDICATED CIRCUIT 15 REOD FOR�CEPTS/L'IMiT5'CCHIAD.ED'MV Iot- I 241/130 129 242 3RD 35 T.1110EMC DEBRIS REGIDVM 2003-63 IRC&YA AREAS WIT HLRRICf`E•Pz'-Q�_REGICHS WIT 1-MILE OF THE G a�RECEPT lOrL PER Ve9CLE BAY IN GCR, ; s 110/342 113 291 373 46 COASTRL,MEAN MGH WRIER11n£IN BRSICtPnKDSL WI;0 FIRERS>Lex=110 PPH OR 3N ALL IM MFH WDLL COVEP.Ihv STUD SPFlCING t'1UNCY HOMES, INC. 15.2014 l C-ELECTRIC YEt4Li-E CF^..RGpr.,OUTLETS 411011 Cz O`N R DEDICATED CIRCUIT. 120/155 ]23 34.7 44.8 45 r`°'EAa• 2012 IRC'-REP WINCMENE DEBRIS MAP FIG R3MA4JC. 1JY irtYJQ PH.EL]t.Ta` � I6'OC. 1567 Pf? 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OfITF375E tS.'1E EGDVE a+V G CODE � �� MJL 3-22-SL N4rVE 6-O1-2D16 6a • 3"VTR VgCUUM RELIEF VALVE REQUIRED ON THE SUPPLY-SIDE NOTES OF WATER HEATERS FOR MR AND ME 2005-2015 IRC L FOR APPLICRBLE NOTES,SEE 5HT 3b PERIMETER O TAR OR RUOF VENT LK AROUND 6 NY-VRCUUM RELIEF VALVE REOUIRED ON THE SUPPLY- 2. R PIPING FOR RE=VALVE,FIELD INSTALLED AND SIDE OF"BOTTOM-FED"WATER Fi'=ETERS. INSPECTED: SLEEVE OR SELF- WITH SPRCE-TO EXTEND ABOVE FIRST FLOOR RNO ON WITH S HIM AIR GRP VALVE BRSEMENT-TO EXTEND BELOW FIRST FLOOR RND CAULKING RUBEIER SHUT-OFF CPVC OR COPPER T&P DISCHARGE PIPE(5AME DIAM. DIRECTED SAFELY TO EXTERIOR WITH DIRECTION B00T 12"MIX TYP FLASHING EXPOSED AS VALVE OUT--ETI DRAINED TO PAN 2009 IRC. DOWNWRIZO&6'MIN OR 1B5TO 24"V VENT PJID EXTENDS ON DOWN SIDE 2015 IRC-1°PIX OK FOR 3/4'T6P OUTLET, EL FIN gpEOURTELY RATED TEMP. PRESSURE RDIRECTEDSUURSAFELY 12'BELOW ROCF. TUB OR SHOWER DRAW T6P DISCHARGE PIPE MUST ORRIN INTO AN INDIRECT 70 BASEMENT DRAW WITH 6"MIN.RIR GRP. DRYWALL COMPOUND VALVE IS TO BE PROVIDED. USED FlT ALL PIPE lx2(RLL 4 SIDES) WASTE RECEPTOR MOT INTO THE PAM FOR MR 6 NJ. 02D ALL VENTS SHALL PEIT FILL IDNS C.LOCATION OF WRTER HEATER: EXTEND 3"IN DIA• - FASTENED TO DECKING 3/4° WASTE RECEPTOR DRHIIJ PIPE MHY BE PVC. CRAWL SPRCE-WATER HEATER IN UNIT.CPT. BElOWIr OVE R00FN0 24" ."'. BASEMENT OR RAISED RANCH WATER HEATER W ALLATION IN EISMT OR RR UNITS SEE FLOOR PBS�T. TYP.FLOOR DECKING 00 5 STALLED BY hiERASTATES FMgY MR,Z' TI-�T6P D SCHARGE 2"AIR GAP TAP FOREXCEPT: WtL OUTSIDE THE ORRIN PAN AS DESCRIBED FOR MR 6 NJ 3. SEE SHEET 6n FOR TYPICAL FIXTURE CLEARANCES (MEl 3'VENT EXTENDS -6'R02 GAP FOR NY 4 CONNECTION OF PLUMBING BELOW FLOOR TO BE 24"ABOVE ROOF 4nW r�3°to 2"OR 1-LT REDUCER -2015 IRC-6"MFlX.2x PIPE MW.002SD',249 GALVANIIEO STEEL PAN. ACHIEVED W FIELD BY BUILDER IN ACCORDANCE WITH AND EXTENDS 12°BELOW TYPICAL FOR 2015 IRC, DIRK MIN. GOVERNING CODES ROOF(mm). REDUCER TO OCCUR 12"INSIDE TYP.FLOOR JOIST ELECTRIC WRTER HEATERS RLLOWED W A HIGH- S. WDIVIDURL PLUMBING SCHEMATICS gVHD_RBLE UPON MY)3°VENT EXTENDS THE THERMAL ENVELOPE 12"MIN.ORYWPoI FIELD IMPACT PLASTIC PAN D036°MIN THICKNESS AS fW REQUEST FOR COMPLETIO IN ffD MT PBL U pPPROvfu 1/Z'MIN. BY OTHERS AFTER FIE.FLOOR OPTION. PAN LS"DEEP MIN CI"MW.FOR MA) 6. INDIVIDUAL FIX"R1RE SHUT-OFF VALVES ARE OPT.OR AS 10"ABOVE ROOF.IF ROOF ALUM PRN AT 0.0236°7}pXNS ALLOWED FOR 2015 IRC. CODE REQUIRES, _ 1.2 FRAMING IS SECURED TO 1'PVC ELL USED FOR ASSEMBLY, DECKING 1"MW.CPUC 7 FROST-FREE EXT HOSE BIER PRACTICALFVCEILING. OPT. O AS REOD. VENT TO EXTEND T S. INTERCONNECTION ABOVE VENTS TO G. FACTORY MAGE ABOVE THE ROOF. C l VENT TM2U ROOF DFTR71 FIRF STOP AT TUR RND SHOWER- FTFl 0 �1 I 9 1JiTH G VQ ERNWG CODES. WHEN GONE W ACCORDANCE —f//' M I IIJDDZECTLY TO R HFlZARD FREE FRCTORY INSTALLRTION - - LOCRTION TO BE APPROVED BY 10 7W}�2 STORY UNITS,PLUMBING SYSTEMS RRE SEPRRRTE NES STAIRS PRE NOT CONNECTED TO VENT SEE ALSO PLUMBING NOTE e35.BHT 36 TSUPPLY LOCAL BUILD TIONOFFICIAL ) q�pgCT�„cIII ENT OOFr7.f Smq VIU SLINES WNST SO PL�U�MBIIJA G mRE ENTRANCE FIELD) UTf�IN.C�R BELOW P�MBIL NG LINES BLEDORA FIELD CLG FIN.AFTER PLUMBING IS WSTA I cn �. 3/4°ff'lEIJ1l 3/4”IMJ=T FIELD) PER LO(0aL CODES. IL FOR STATES SUELIECT TO FROST CLOSURE, MRW SHUT- VENTS TO BE CONNECTED TO 3•VENT STACK OR OFF(FIELD) EXPANDED TO 3"VTR AT LEAST 12"BELOW ROOF. CONNECTION TO SINK FIXTURECONNECTION TO WC WRTTl2 H G]TFR SI(PPI Y - PR, NY, TRC INTTR 12. ROCESSIBLE TRAPS ONLY SHALL BE REMOVRBLE WITS( UNION W TRAP SEAL OR HAVE CLEANOUT OPENING SAME SHUT-OFFS AND FRCTORY d FTELn TNSTRI I RTION SIZERS 0.TRA.OU SA C SS'L1P JOINTS.APS SHALL NOT HAVE WASHER HOOK-UPS FOR WRTER HEATERS FACTORY TNSTRI I Fn UNIONS, WHEN VINYL I5 IN5TRLLED ON FLOORS IN BATHS OR NOTES. UTILITY AREAS,VINYL CRULICING IS APPLIED AROUND OPT SHUT-OFFS 12" OPT.SHUT-OFF 1-FUEL-FIRED WRTER HEATERS SHALL NOT BE WSTRII WRTER CLOSET, AND EITHER 6 FOOT HIGH FIBERGLRSS IN A SLEEPING ROOM,BRTHROOM OR A CLOSET ACCESSED SHOWER 6 BATH(WITH SHOWERY WELLS OR 5 FOOT THROUGH R 5LEEPING ROOM OR ERTHRDCPL HIGH MOISTURE FES15FINT GYPSUM WALL PROVIDED 114 2-W5TRLLRTION SHRLL BE PROTECTED FROM FREE2MG. FACTORY FOR SITE APPLIED TILE OR 5 FOOT HIGH 12° PRESSURE TEMPERATURE RELIEF VALVE SHRLL PIPE TO A VISIBLE MOISTURE OI 0 REY. VINYL NT GYPSUM WALL )ZNG 5 APPLIED VIDE[)AROUND IN AIR GAP RT FLOOR IN THE SAME SPACE RS WATER HEATER. 1/2' 3-WHEN WH IS ON FIRST OR SECOND FLOOR A PAN SHALL BE PROVIDED BATHS,A P Ef WATER 4 CCIL MIN. ET CAULKED ED W7L UNDER LAIN 6 ITS DRAW SHRLL PIPE BELOW FIRST FLOOR(ORRIN PROVIDED W THEN CARPET IS INSTALLED. FIN.FLOOR OPT SHUT-OFFS FW.FLOOR PLANT FOR SECOND FLOOR UNITS).DRRW SHALL PIPE 6 DISCHARGE INDIRECTLY TO R HRZRRQ FREE POINT 14 DRAW SIZE FOR 3 WATER CLOSETS SHALL BE 41 MLN. FAL FLOOR ITHE PAN SHRLL NOT BE LESS THAN 1 L/2"DEEP 1S, QRC)POTASLE WATER SUPPLY OUTLETS SHALL HRVE H C AND SHRLL BE OF SUFFICIENT SIZE AND SHAPE TO THE OUTLET EDD SPACED A DISTANCE ABOVE THE FW.FLOOR H i RECEIVE ALL DRIPPING OR CONDENSATE FROM THE WATER HEATER. FLOOD-LEVEL RIM OF THE FIXTURE OR RECEPTRCLE,TO C H i , 4-TRNKLESS WH DOES NOT REQUIRE R PAN(2012-15 IRC) PROVIDE AN AIR GAP COMPLYING WITH P290231 O 16 IN ONE-FRMILY CRAWL SPACE FIELD SUPPLIED), C TWO-FAMILY OR MULTIPLE DWELLINGS,THE KITCHEN SINK AND I RVRTORY SLIPPY Y IR/SHOWER SUPPI Y WASHER SUPPLY WRTER CI 04FT SUPPI Y WATER SUPPLY PIPING SHALL BE EQUIPPED WITH ONE FgcTORY TNSTRI I RTTON FRCTORY TNSTRI LRTTON FRCTORY INSTALLATION FACTORY TNSTRI I AT-EON VALVE TO SHUT OFF THE WATER SUPPLY TO PIPING FIXTURES RNO EQUIPMENT IN EACH DWELLING UNIT WITHOUT INTERFERENCE WITH THE WATER SUPPLY TO OTHER DWELLING UNITS,OR OTHER PORTIONS OF THE BUILDING SUCH DWELLING UNIT CONTROL VALVES SHALL 3'VTR BE LOCATED WrrH]N THE DWELLING U 17. QRC1 AIR AOMITTANCE VALVES SHRL OCONTROLLED COMPLY WITH SECTION P3114 18. DRC)VENTS FOR FUTURE FIXTURES SHRLL COMPLY ' WITH SECTION P31046, i 3°VTR 3'VTR ' 18'HW.42"MAX I I �1 L2" 18"ty�' NEMAMAISi 2"STANDPIPE t 1 12° j i SFW.TEEa FIN.FLOOR i i FIN.FLOOR � RL$�C SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL TRIP LEPER I I SAN.TEE 6"TO 18° i WASTE 1 j OPT.DBL BOWL FOR MRINE SRK TEE �-t< SRM TEE 11/2"P-TRAP P P-TRRP FIN.FLOOR r L 3/2" FIN.FLOOR O 2„ T 11 ' 2° .'i P-TRF? RP 1 1/2'P-TRAP -070,�.3'1 SHOWER DRRTN R VFNT RRTHTUR DRRTN d VENT LRVRTORY ORRIN d VENT WRSHFR ORRIN 6 V NT FESTA•�� FRCTORY TNSTRI-1 RTION FACTORY TNSTRI I FD FRCTORY TNSTRI I Fn FRCTORY TNSTRI 1 FD 3'VTR 3'VTR 3°VTR DISHWASHER IDPH]DRAIN LOOPED VENT d DRHW LINES i FUTURE VENT MAY BE I DEPARTMWOFSTATE UEIDER CT.OR THRU RIR GAP FROM 2nd FLR ON SITE I DELETED WHEN (RSTCLOTHES I PER MgNUF.WSiRUCTI0N5 BY BUILDER AMI RRE NOT i 3"VTR FROM I WASFIER IS ON FIRST ORS DIVISION OF e�u�NY 1AN0AR0'AND CODES 4� i TO BE TIED F NT FVo NRES ''�UE FLR.FIXTURES I SECOND FLOOR i 2" Y I I 2"MIN. 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DfITF23i5E np� MJL 3-22-91 SIiG4.Rd 6-01-2015 7k O7\7k # (3)10d NAILS,16"OC ON SITE RIDGE TO RIOGI #7 nFTRTl #1 ° FIELD WORK FIELD WORK RK 4 6 5/12(28W( �cnN LSTR36,209 STRAP OR 4 6 5/12¢BW MfUO' SIMPSON LSTR36,209 STRAP OR - EQUAL OVER RIDGE d FLiP�ItllfdiBOrL m 448�o.c EOURL OVER RIDGE d FLIP CONNECTION®48°oc RIDGE BERM 16d NAILS m 3 1/2 OCI MAX WITH(5)lod NAILS PER LEG DV ITE) RIDGE BERM CONT.��VINs'SFE NOTE•1 MRK WITH 19 10d NAILS PER LEG DUO TRUSS(SITED (3)10d NAILS 16°OC ON SITE RIDGE TO RIDGE HORIZ.PLATE TE 7/12[RLL W)6 5/12(31W): SIMPSON LSTA18, g OR 7/12(RLL W)6 5/12(3114% SIMPSON LSTA18.209 STRAPS OR ES(SITE) ECURL OVER RIDGE d FLIP CONNECTIONS s 4B'o.e. 7x4 SPF s3 OR EOURL EOURL OVER RIDGE d FLIP CONNECTIONS m 4B"o c CONI.RIDGE VENT,SEE NOTE al MAX.WITH(5)10d NAILS PER LEG(SITE) k4 MAX WITH(51 lOd NAILS PER LEG(SITED 2x4 SPF-3 OR EOURL (By OTHERS) W000 (BY OTHERS)R R 24°OC RET.CONNECTION FOR 4 L 5/12¢MW MAX)ROOFS: IPO OF THE RET.CONNECTION FOR 4 6 5/12 MW MAXI ROOFS: IPI OF THE SEE ONS MANURE RIDGE STRAP,R 2.4 COLLAR TIE 2x BE DVINUOUS N/(4)HOd 1 12"OC PLATE TO PLATE(SITE] RIDGE STRAP,A 2x4 COLLAR TIE MAY BE INSTALLED W/(4)IOd Sz4 USS DESIGN DRAWINGS —RIDGE NAILS EACH END JUST BELOW THE 7x4 COr1TIr1000S PLATE WHERE NAILS EACH END JUST BELOW THE 2x4 CONTINUOUS PLATE WHERE yx4 THE FLIP AND TRUSS TOP CHORD MEET. — KNEE WALL THE FLIP AND TRU-95 TOP CHORD MEET, lOd ALT.CONNECTION FOR 7/12[FILL W)6 5/12 f31W)ROOFS: LPA ————— CONTINUOUS LR G TO BE ALT.CONNECTION FOR 7/12(ALL W)6 5/12(3114)ROOFS LP.O —--— TO PLATE THE RIDGE STRAP,R 2x4 COLLAR TIE MAY BE INSTRII m EQUALLY SPACED,RTTRC NAILS THE RIDGE STRAP,A 2x4 COLLAR TIE MAY BE INSTRLLED —- — (SITE) CONTINUOUS LATERAL BRACING TO BE W/(4)10d NAILS EACH END JUST BELOW THE RIDGE BROS W/(4)SOd NRILS EACH END JUST BELOW THE RIDGE BROS EOURLLY SPACED,ATTACH WITH¢)8d NAILS TRUSS HINGE,SEE DETAIL-6 TRUSS HINGE,SEE DETAIL-6 AS R SUBSTITUTION FOR THE STRAP CONNECTING THE AS R SUBSTITUTION FOR THE STRAP CONNECTING THE TRUSS TOP CHORD TO THE FLIP RAFTER,R 2x4 PRE-MANUFACTURED WOOD TRUSS 5 TOP CHORD TO TFiE FLIP RAFTER,A 2x4 COLLRR-TIE MAY BE INSTALLED W/(4)10d (BY OTHERS)AT 16",192"OR 24"OC CO Y BE INSTALLED W/[4)IOd FOR FASTENING. 2x3 BRACE(FACTORY) SOLE PLATE FOR FASTQNIIG, NAILS EACH END JUST BELOW THE 2x4 SEE DETAIL all SEE SPECIFICATIONS MANUAL FOR NAILS EACH FLOW 2x3 BRRCE SEE DETAIL-11 12 SIMPSON MT512 RAFTER CONT PLATE WHERE THE FLIP AND __ (SITE) KING POST _ TRUSS DESIGN DRAWINGS COr1T PLATE WHERE TH (SITE) TIECED 4 OR E(SIT TR U55 TOP CHORD MEET. __ —_——_——____= n'u —_ _——_— _——_— 12 TRUSS TOP KING POST —�41 5 OR 7 SPACED 48"0 C[SITE) —l4,S OR 7 Mn ——_—— --I———_ _ KNEEWgLL KING POST �,d• KING POST KNEEWALL SIMPSON MTS12 OPT.CRTHEDR FOR 24'AND 25'WIDE J ROOF INSULATION FOR 24'AND 26'WIDE (WHEN NO RAFTER TIE OR 1/2"OR 5/8"GYPSUM BOARD ROOF 1/2"OR 5/8 GYPSUM BOARD CONT PLATE UNIT OVERHANG DETAILS, KING POST EQUAL m 48" INSULATION UNIT OVERHANG DETAILS, D45ULPITION BAFFLE TYP. 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KING POST NRiLS FIEL CONNECTION TYPICAL ON SITE FASTENING DETRILS - 4 5 OR 7/12 OPTIONAL OFFSET ROOF SITE FASTENING DETAILS - 4, 5 OR 7/12 TY I[;RL ON SITF'FI1°F�6ISp DF__TRIS SCALE:3/6"r-l" SCALE 3/e°=1'-0" SCRLE� NTS �� DFTATI #3 # DETRTL #5 DETRIL #6 IN N BAFFLE TO PROVIDE AIR SPACE FIBERGLRS OR SELF 5EALING SHIINGLE, FIELD WORK FIELD WORK FOR THE GABLE OVERHANG BLOCK TO RAKE CONNECTION OR FOR R TION TYPE 15 FELT WITH 18"OVERLAP OR FIELD WORK GABLE OVERHANG INSIDE RAKE TO TRUSS CONNECTION SEE NOTE-h FIBERGLAS OR SELF SEALING SHINGLE, n55 SIMPLEX SHINGLE UNOERLAYMENT SEE FASTENING SCHEDULE. TYPE 15 FELT WITH 1B"OVERLAP OR OR EQUAL 3fi WIDE RN ICE BARRIEf2 INSULATION BAFFLE TO VIDE RIR SPACE I•� SEE SET-UP INSTRUCTIONS FOR EXTERIOR SOFFIT, -SS SIMPLEX SHINGLE UNDERLRYMENi THAT CONSISTS OF RT LEAST¢)LAYERS FOR ATTIC 2° OR EOURL 36"WIDE AN ICE BARRID2 SEE NOTE a4 FASCIA.J-RRD_AND DRIP EDGE TO OVEW-IRNf,S SITE WORK THAT CONSISTS OF AT LEAST(7J LAYERS OR OFRASELFY�OHERM13 0 YTMER MOD IFIED TRUSS OF UNDERLAYMENT CEMENTED TOGETHER BITUMEN SHEEP,SHALL BE USED IIN LIEU TRAP Hgti ROOF SHEATHING OR OF R SELF-RDFiERRING POLYMER MODIFIED 8•'0C IND OVERHANG IS LIMITED TO 12"MAX. OF NORMAL MTBE:RYMENT AND SHALL MEN SHEET,SHALL BE USED IN LIEU IN HIGH WIND ZONES MOTE-3) O A 0 MRL UNDERLRTMENT FIND SHALL POINT AT FROM 22EIN.INSIDE TTHE 2x4 SPF STUD GRADE OR EOURL TRUSS AT ENOWRLLPOINT R OM ST EVES EDGE T� EXTERIOR WALL LINE OF THE BUILDING ONLY AT ERVE END EXTERIOR SHEATHING - - EXTERIOR W OF THE BUILDING. CONT.L2"OR 5/8"z AFTER ROOF HAS BEEN RAISED TO APPLICABLE PITCH,GO TO BREAK IN c0 1]/2"OB STRIP ROOF,LIFT UP SHINGLES d INSTALL 1x6 INSIDE FIND BREAK T HINGE POINT o RTP.RT BRG.SUPPO ¢)lEd NAILS INTO EACH TRUSS OUTSIDE RAKES DIMENSION VARIES ' m TRUSS ALUMINUM D E TRUSS HINGE FIELD WORK zx2 2�4 SCALE: 1"=1'-0" N°ax CONI.1/2" 8 TRIP -- M GRIP EDGE ----------- A lEdER NAILS TO TRUSS NOTES 1 1/2"OB STRIP - - AFTER OVERINRNG IS FAVF END (TYP.AT BRG-SUPPORTS) lxB FASCIA BDRR CIA IxS LOWERED,BY BUILDER L RIDGE BOARDS PRE INSTALLED R MINIMUM OF 1"BELOW ALUMPEAK OF ROCF.TO ALLOW FOR ATTIC 1x6 SPF a2/-1 OR EOURL GABLE TYP FLIP SECTION 2. RI SPECIFIC STRAPPING REED IN DDETRILS ID1 6T2:N OVERHANG BLOCKS AT 24°OC MAX AT RIDGE SOd NAIL DIRECT TO STUD 5/12 PI SIMPSON LSTR36,209 STRAP OR WHEN THE DESIGN LIVE LOAD EXCEEDS 50 paF, P TED SOFFIT PERFORATED SOFFIT 10 RUDDIER EOURL OVER RIDGE d FLIP CONNECTION m 48"o-c- THEN THE BLOCKS SHALL BE AT 16"OC.MAX MAX.WITH(5)10d NAILS PER LEG INTO TRUSS(5ITE1 7/12 PITCH: SIMPSON LSTAIB,209 STRAPS OR ROW OF SIDING EQUAL OVER RIDGE d FLIP CONNECTIONS m 481 IN ED BY BUILDER MRK WITH(51 Sod NAILS PER LEG(SITE) NOTE ROOF SHEATHING IS CONTINUOUS FROM TRUSSES TO END OF OVERHANG. 3. (NY)CONNECTIONS FOR ULT WAND SPEEDS(Vdt) OF>or=140 MPH 35G SHALL BE DESIGNED/SUBMITTED ON AN INDIVIDUAL BASIS 4. INSULATION BAFFLES REQUIRED ADJACENT TO SOFFIT/ ERVE VENTS AND SHALL EXTEND OVER TOP OF THE TYPICRI FRONT OR REAR GABLE OVERHANG OPTION DETAIL ATTIC INSULATION- MIN OPENING TO BE>SOFFIT VENT FREE-RIR GOALS 3'4'=1'-u' FIXED OVERHANG FOLDING OVERHRNG FIELD WO SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=VI # DETAIN- #8 DETAIL #9 FIELD CONNECTION OF LOWER ROOF TO SIDEWALL' DETAIL- #lO SITE CONSTRUCTED SECTION INSTALLED l6d NAILS is 8•'OC,2 ROWS STAGGERED FIELD W sHEATrDNG OVER ROOF SHEATHING RAFTERS FLASHING CSITE) THROUGH RIDGE BOARD TO SICI FIELD WORK FIELD WORK FIELD WORK RIDGE BERM • RIDGE VENT.5 -1 II II 11 II SIDING ROOFING MATERIAL II II II II SECOND STORY 5IDEWALL ALTERNATE 1x6 NAILER 1 II II TYPICAL TRUSSES RIDGE VENT PER IN PLACE OF 2z4 BLOfO:IING II II II 11 2x4 BLOCKING MFRS TION IINSTRUCTIOr15, DRIP EDGE II II 11 I( 5 ttl II II II I SHEATHING'UND'LAYMENT,AND SHINGLES II II I SHEATHING NYLON STRAP FOR FLIP SECTION LATERAL BRFlCING 2x3 m 16°DC II II I SIDING• DEPARIMENNTOF STATE II II I FLASHING• PRE-MRNUFRCTURED WOOD TRUSS TOP CHORD JOIST HANGER OR DIVISION OF BUILDING STANDARDS AND CODES (BY OTHERS)AT 36"'19.2°OR 24"O. LEDGER ALBANY,NY 12237-0001 II II I RIDGE VENT SEE SPECIFICATIONS MRNURL SbmpofAppmrsl for,system,8°ddor component II II I FOR TRUSS DESIGN DRAWINGS STRUCTURAL BEAMS SHEATFDNG 2x10 MIN TRuss KNEEWRLL RAILS M1387 2016-061 Vb.(A2016 II II I D ISI'fE] ICE Ths pp Na, AppTnfon No D•amym nrvd II II I I II /FOR FIELD NAILINGFLOOR JOIST NDncemoaR.wd Golanmomryaumompvenudu-faoq oROOFING MATERIAL MODULE"A° MODULE"C° FLOOR JOIST EE DETAIL-1 (M�S) �u-��T •(mat SPPROX FIRST FOOT wmNNmN-,fnxNN0ma9m+odm-onans # ��• II II I I II SITE D45TFLLm �DIAGONRL WEB `E 2.4 y"°18+f•I°rI"�rwe<gmrdquohm�yco�mEdonsNred oexal I I I I I I I ( 2.10 MIN. 2x4 MIN. By 1 t� CEILING conn, Addaio,PE AcEng Oimxbr 0`aryl Andreedv,RA II II I I TRU55 SCALE: 3/B'=1'-O" \_BOTTOM CHORD RADS CE LIG JOIST II II CEILING JOIST MASTER SERIES I I I I I vrzv/ld SITE I45TRI I ALL MODELS CEILING 111 1W111, ALTERNATE CONSTRUCTION DETAILS Cl MUNCY HOMES, INC. 1567 PR ROUTE 442 op°�/Bflj R' MUNCY, PA 17756 �-a' DRN BY DATE SCALE REV. SHT. NO. STNQl F_ X S ,B, OPTIONRI OFFSET (TWO STORY UNTTS) N SCALE: 1/Z---l'-O" SCALE: 1/2'=1'0" D95: F97\7 TRB95 NRME MJL 3-22-91 SHOWN 6-01-2016 71 07\71 T Il — PORCH OPT. #1 D L #2 NOMINAL LUMBER 2x FLOOR JOISTS OR DETAIL #8 — PORCH OPT #6 MARRIA THE FOLLOWING ROOF TYPE/HOUSE WIDTHS NOTES • SHINGLES AND FELT AT BREAK PREMFWUFACTURED WOOD FLOOR TRUSS PRE LIMITED TO 7'-0°PORCH DEPTH(maxi ARE SITE INSTALLED BY BUILDER SIDE WALL BY OTFIERS AT 16"OR 192°OC (4)ad NAIl.S PER SIDE SITE INSTALLED BY BUILDER SEE TRUSS MANUAL FLOOR 0 8'-0" (max) -5/12 28 WIDE MWOIDNO ROODS 0320/155 MP 121 MPH. L RIDGE BOARDS PRE INSTALLED A MINIMUM OF 1"BELOW METAL STRAP HINGE DESIGN DRAWINGS PEAK OF ROOF TO ALLOW FOR ATTIC VENTIlATIOR 2.PORCH CS PROVIDED IN SECT-34.6 OF APPROVED 1l PLYWOOD GUSSET SITE INSTALLED S.(NT)CONNECTIONS FOR ULT WIND SPEEDS CVW0 BY BUILDER MODULE MAY BE BUILT FULL-LENG if>-r-140 MPH SSG SHALL BE DE5IGN®/SUBMITTED 4 TO RATHER THAN THE PORCH 5PRNM NG ON AN INDIVIDUAL BASIS 12 2x4 SPF-2/-1 M 16"OC.35/60 P GSL BOTH MODULES.IF PORCH SPANS TH 2x4 SPF mg/ml M 7Z°OG 60 PSF L I-STRIP OHRN W00 GER CEILING JOIST MODULES,REPEAT SAME PORCH 4,WIND SPEEDS STATED AS—/w-THE NUMBER To THE FASTENING IN BOTH MODULES LEFT OF"/"IS NOMINAL-r BASIC WIND SPEED CV-d). NUMBER TO RIGHT OF /'IS ULTIMATE WINO SPEFO(V-It% _ >2 2x8 DIST!mW ALL BOTH REFLECT MPH,3-SEC-GUSTS. f ) S E TGO�-FLEA.OR-RIM JOIST CON-TO-STUO COLUMN E TION"E°,UMN zx3 SOFFIT 5UFFCRT ) — RLT. FLR/CLG DETAIL MODULE SEE�+ BELOW. SITE 7NSTfiLLEO SCALE 3/4�-Ilw G INTERIOR FLOOR RIM-T OUNDATION 0 2x6 5"F s2/el ,1 CONNECTION"G". SEE BELOW. 7x3 NFaLER 35/60 PSF GSL DETRIL #'t D ROOF TRUSS-TO-GIRO CONNECTION°D". SEE CHART BELOW ( ' VE FOR FIELD ICTURER NSTALLALIESTION SEE� E SEE CR-To -HFIRT-rmBELUMN CONNECTION°E°. PERFORATED SOFFIT SITE INSTALLED i PLUM.COVERED BY OTHERS AS PER MANUFACTURERS E 2x2 NR11ER,ENDS ONLY,SITE INSTALLED i ELUCKS INSTRUCTIONS _- F SND COLUMN-T OUNDATION SUPPORT COLUMNS-8'-D'MAX-3S/50 PSF GSL ) o CONNECTION' SEE CFWRT BELOW SUPPLIED PIZ FIELD INSTALLED Or) TOY BUTM R.FM AXIAL MUST BE LOAD OF�� FIELD INSTR D RTD VENT DETRTLS •1. ,1, 1792 LB AXIAL,838 LB UPLIFT SCRLE: 1 v2"=1'-0" ALL MEMBESS LL MFMPRESSURE EEq'f�� INGED PO CH ROOF FIELD WORK 5 LE: 1 vz"=1'-0" PORCH TS ,COLUMNS,FLOCPRAIL FTC THIS ROOF IS PEO FOLDED BACK UP ON HOUSE (NOTE-27 E L #5 PREMPNUFACTURED WOOD FLOOR TRUSS MAY BE PR ED AND INSTALLED BY OTHERS ROOF AND INSTR ON SITE BY BUILDER BY OTHERS AT 15'OR 192°OC MARRIAGE WR MODUL PORCH O MAY B RPR PROVIDED a INSTALLED MODULAR LED SEE TRUSS MANUAL WHOLE DETAIL #/ WALL FOR TRUSS DESIGN DRAWINGS��DECKING NOTE-5 MRNUFA REP. TYP 2ND FLOOR Nr yr Pr R OFCHARTBE-HEADER CONNECTION W'. I ( I STUD COLUMN-TO-FOUNOATII7N ERM HANGER,WOOD LEDGER I-BEST --- --- - -- CONNECTION"C'. SEF CHART BELOW OR JOIST HANGER OR JOIST FR � /�1 CEILING IST SND COLUMN-TO-FCUNDRTION(C�1--� HERDER-TO-STUD COLUMN CONNECTION"B". CONNECTION"G". SEE CHRRT SEE CHART BELOW, PR-MANUFACTUREO WOOD TRU55 _ BELOW. DIY 0 S)AT 16".192"OR 24"OC. SEE SPECIFICATIONS MANUAL WALL FOR TRUSS DESIGN DRAWINGS ND PORCH N O — V W IL) PREMANUFRCTURED WOOD FL R TRUSS SCRL : 1 v2"=1'-O" BY OTHERS AT 16"OR 192" C FASCIA SEE TRUSS MANUAL FOR TRUSS DESIGN ORR GS Zx4 OR 2xfi TOP P TE SOFFIT TYP 1ST FLOG SIDEWRLL CONNECTIONS MRTEWRLL CONNECTIONS BLOCK E—pT 1 1/2°x 9 1/ MICRO M BEAMS FOR ED PSF GSL i :ca(1['lAL�•�y RLUFL OR VINYL (3)1 1/2°x 9 1/4 MICRO qM BEAMS FOR 90 PSF GSL �,_ ROOF TRU55-TO-Fi<.fiOER CONNECTION°q" ROOF TRU55 TO-GDROER CONNECTION'D° SPEED HWIDTH CONNECTION SPEED WIDTH CONNECTIONi� Qa.S T SOFFIT[VENTED) .°i SUPPORT COLUMNS-10' 'OC SUPPLIED AND FIELDWIND j) INSTALLED BY BUILDER OL MUST BE ABLE TO WITHSTAND AXIAL LOgO 00 LH = MIL6 EACH END 0/Ilfi 26v 6 LU5210 WITH(8)Ld NAILS IN GIROEP- �( • - TTP SILL PLATE I M HANGER,W000 LEDGER 28v MT516 TWIST-STRAP WITH CA IOdx15° Q' PROVIDES BEARING SURFA OR JOIST HRNGER ¢ 1DL130 31v (4)IOd IN TRUSS TY SEC CA TRU CR R ORT = 9D/ua 31 LSTRIB STRAIGHT-STRAP WITH(7)10d 2C FN ;O WITH B]1 d x[.SNAILS CRLE: 1/2"=1'-0" STEEL COLUMN(iTPJ O MAILS EACH END Z 110/142 28v 1N GIRDER (E i0d X]5 IN TRUSS < p r-i MTSifi TWIST-STRAP WITH C/)Iodx15 �—o .�. 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Z 90/11fi 28v d GO LSTRIB STRRI STRAPS WITH U O 33v C17 10d NAILS EA END. Z 28v (21 LSTR18 STRRIGHT-STRRPS WITH C77 lOd NAILS EACH END. FLRSFiIIdG U 26v 6 121 LSTA18 Hi-STRAPS WITH Oz 110/142 31v LSTAI6 STRAIGHT RPS WITH DET L z 1Dv13D 31� C7)lOd NAILS CH END. U lOd NAILS EACH ENO D TAIL "A" z 120/ISS 28.a LSTALB STRAIGHT-STRAPS WITH -1 0 130n4z 31v d MgR.S ERCH ETD 7/12 SCR ' 1 1/2"=1'-0" i?On55 2Bv 6 (3 LSTA18 GHT-STRAPS WITH STUD COLUMN- -FOUNDATION CONNECTICN'F° 31v C/7 lOd NR EACH END. WIND HOUSE Zx4 MIN.BLOCK Ii. SPEED WIDTH CONNECTION 7/16"AGENCY RgTEO SHEAT-ENG OR EQUAL STUD COLUMN-TO-FO RTION CONNECTION°C° WIND HOUSE OPT-1 -MSTCM40 FNO STRAP TIE PRE-CUT FOR SITE INSTALLATION BY BU11D _ CONNECTION Z U SPE)]] WID111 Z WITH - D SINKERS IN COL T1-11 SIDING DR EOURL SUPPLIED PRE-CUT FO SITE OPT -MSTCM.FND STRRP TIE O 90 6 28v 6 DO]L4 2-1%T1TEN5 IN END, oFPWDMENT OF9TaTE INSTALLATION BY BUILDER 2x4 MIN BLOCK Z 41 16d So•OCFRS IN COL U 120/155 thm 31v CD 90/136 28,6 DW /4 x 2-14 T1TEN5 IN FND DPT-2-L BRJ FND HOLD-DOWN DMBION OF BOBD)NO BTalloagOS AND CODES WITH 120)8 SINKER NAILS IN COLUMN ALenm.NY)m1-00ot BLOCKING ALONG TOP CHORD F-' 101/130 31' 'OR' Stamp orAppmva)for-sy.mm,tlodei-r Component DET. DETAIL #6 U 0 s1 -ad SINE FNO HOLD-DOWN FLOOR RIM JOIST-TO FOUN TION CONNECTION"G OF TRUSS FOR SHEATHING W 1207 ad SINKER NO H IN COLUMN. - WIND HOUSE M1387 2016-061 10/04/2016 5/12 NAILER.BLOCKING IS 2x4 z 19 SPEED WIDTH CTION Mend tavfx No Apphd..No• Dem ofAppmrd FIT 16°OC MRX AND 15 z -1-MSTCM6O FND STRAP TIE NODCEIMFOR ON-SITE FA LLOUIRED FFURR R MLN. O WITH 126)16d SRllCERS IN COL Z CD FSR FNO TWi STIiRPSWITH031mam�ox�pvuCtdNet3EwYmmifaeared OF 60 SEE 5 71 U 1106142 2/IPT O4]L4 z 2-L4�T1TEN5 IN ETD. O ANCHOR BOLTS IN PER FSR 4P� 10d NAILS IN RIM%5T,O 1/Z" resp.-a97 mrammbm,a�rn Z 90h. 28v 6 mfmn�re eddo,mmn CONT. VENT DETRIL 120/155 U 0/1 31v OFND WA ONE FSR NE FSR INST0 STALLED ON THE INT ,J � �(Wa'p��ebdc-bEd-cemem ommi. CONTINUOUS VENT SEE TE-1 F SNOW WITH-287 ddSINKERR NAILS IN WLUMN. 120/155 ,./ �, . DOUBLE TRUSS EACH SIDE FORTFiE EXT OF FND WqL BY 20 OF MAXA MAX. OF 80 PSF SNOW JaIvlA Aaamo,PE,AoMg Dd. C IAndmedex RA 2x4 TRUSS TOE- 12J 2x NAILS PSF X ZONESES EXCEEDING 80 PSF LL FROM 8 TO 2x4 RAIL SHALL HAVE CD TRUSSES EACH SIDE 1)HOUSE I THAN 26 FT IN WIDTH TO USE 28 FT CONNECTICN SPECS. MASTER SERIES 22 1/2" X 22 1Z•MAX NUMBER OF TRUSSES SHALL BE 21'WORST SE"CONNECTIONS SHOWN ABOVE LESSER CONNECTIONS ALLOWABLE BASED ON SPECIFIC TRUSS,PO OF TING UPON LL RATING DEPTH 00 TIONS RLL CONDITIONS. SEE CRLC MANUAL SECTION 346 FOR SPECIFIC SIDEWRLL 6 MATEWALL RLL MODELS PA 3)SLMP N CONNECTOR VALUES USED RBOVE OTHER CONNECTORS WITH>OR=VALUES MAY BE SUBSTITUTE[)Fo THE ABOVE. FARMING DETAILS 41 SEE 4_OTE- FOR WIND SPEED E XPL FMTION n./= 51 SEE C MANUAL SECT-35 FOR P.T.DECK FLOOR JOISTS. 0 1 MUNCY HOMES, INC. DETAIL "B" 5 R 7/12 TRUSS AT "O.C. 5 OR 7/12 TRUSS AT 16" OR 192" O.C. 1567 PR ROUTE 442 SCALE: 1 1/2"=1'-0" MUNCY, PR 17756 rOFFS00 IELD WORK TYP ATTIC ACCESS RNV SKYLIGHT FRAMING DRN BY DRTE SCRLE REV. HT. NO. 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E VE0 FOR 7F.k.-NEW Y06M STFMI OF WFROVFL SPREAD EL OaR JOISTS FOR WALL p[2 RE71AZ4 REGISTERS PERT DUCT 4/HFN JOISTS BRE 16' O/O �--i a ID'FRa`1 CLG. SCFLe. C{P.'.YReMOFSTATE M1�+tOF G.QDs iC STRLV:Lo'A'A OP}S KEd7 HTN7114cp1 su�+,Irsrr�ceAx,snf�,e-4e!se ee�xw TRFrrmat COLLA. I BD e M138T 2016-061 10/04/2016 P.IGIO RS T.%8`-D STAFF?ED TI GA.C•fLV K M MILT Ifk3[E 1M e{ri;.YvIGf/OF.�a/Ibtce aevdtcbbTs1wl t0 SIR'PORr A7 3B•OC Yat. TIE-STAY TD FTFX 01.IC7 -i K 81177 LOY�CTEO itIr)F SMP•L.AP MID T SITE COh1CTi0Y L„Ls.,��ssL.yt��asn.�.arot-cceernt�v ae rsa�j. 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DATA fx EK g _g/ $!iOylN 6-OL-2016 lOb -TO\loo r ---------------------------- -- -------------------------- --------------------------------- - -- --- ------ ROOM SCHEDULE MATERIALS SYMBOL SCHEDULE 12 ROOM # ROOM NAME FLOOR ,,,�,��,�� h��.. P• ____2 EARTH/ COMPACT FILL BASEMENT I O1 7,5 BASEMENT BASEMENT POROUS FILL/ GRAVEL O � o ., _. .....:. ' . r 1' � , r. lr. ' r_•�I�'.`I_III.�...•,.�•,fu.,�s�LUNCRETE BLOCK CO AIN FLOOR) Ir DING REQUIRED TRU SFI-ACAR t. i,? 1L 10 FRONT PORCH MAN (I sr) CAST IN PLACE CONCRETE ALL I ` `' - I P".:ET IIc4c_ I . P,cO �r: rI -... ....... ....._. .... - ...... _...........__.... .. - -. .. -. ..... _ ._ REAR DECK MA ( S ) - ' _......._._ _.......: _ �T,�.xt•;�" R:�. ;- V'='�TIF KATION 101 N 1 T � VO�"I� ; �_w. i:'�.c' � }} " I FAD CONTENT BEFORE UC1 I PRE CAST C rl CONCRETE µ''"IC,aTE OF OCCUPANCY - 10 SIDE ENTRY DECK MAN (1ST) t • - n1fPLY WITH ALL CODES OF �r rn-R USED IN WATER WOOD FRAME NEW YORK STATE .& TOW CODE ;; ,';-`f=L)"SYSTEM CANNOT - CONSTRUCTION-(Small Scale AS REQUIRED A EMCEED 2110 OF 1% LEAD. _ 1 DRAWING SYMBOL SCHEDULE STONE WALLS - s4urlo�� so 111' ' PLI-IMBIr ALL PLUMBING WASTE BUILDING SECTION SCUD' EES &wATL_ LNG NUMBER TESTI;"JG EFOr7c COVERING — ._...,...._.._.................w.. .._._._.;. .. _ ..._. _..... . A-19 REFERENCE DRAW CONSTRUCTION I WOOD FRAME ' - -(Large Scale) D. • SUE ' � �� 1� �� RIGID FOAM INSULATION FSE T�;^'; STOf'�"'.�°4��T�;" P,rR • . -- .. 4r ._ All exterior lighting �_--_ —_-- ---. — FUf'c O CI�I�PTER 236 A] > REFERENCE DRAWING NUMBER l��':'11T T in replaced or _- - - REF RENC OF THE To'�"u'I� CODE. ' stalled, -- FIBERGLASS BATT INSULATION repaired shallter 1720 to Chap 16 DETAIL REFERENCE of the Town Code DRAWING NUMBER `, �`, �, EXTERIOR INSULATION AND DO NOT PROCEED WITH FINISH SYSTEM FRAMING,llNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. L-,,UN RtQuTREo ------------- J --------- ------------ ------------------ loo ENTRY HALL ROOM NAME- NUMBER EXTERIOR CEMENT STUCCO -------- SYSTEM BItn�e>�door i -„ WINDOW TYPE end ductt�,rorl� WOOD- FRAMING, ROUGH testing required. -- - -- -- - - -- -- - - -- -- - - -- LUMBER j Icc EXTERIOR DOOR TYPE �41.jFt 11':, xn�,,n s REVISED: ., -- - -- -- - - -- -- - -- -- -- - -- Q WOOD- BLOCKING t ,, z,; T;,, e I t t 7 code rA—Cn ——-------— ---—----- -- --- ------ --- ---- -- -- - - --- --- -- J s� L. �, �1 �rr,,r, �A rl F 2'x7° N 1.° INTERIOR DOOR TYPE - ---------------- ----------- - - ------- --- ---- - - - - ----- --- -- ------- --- � � WOOD- FINISH RET�,�.. 5- LEVEL LINE CONTROL POINT OR DATUM PLYWOOD-(Large Scale) OBRIEN RES 'IDENCE 2 LEG END ( FOUN ION DESIGN + ACC�" ESSORY ADDITIONS ) SCALE: N.T.S. ._ : ._: • . a, 230 LANDING LANE CLIMATE AND GEOGRAPHIC DESIGN CRITERIA GREENPORT NY, 11944 GROUNDSNOW WINDSPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM: WINTER DESIGN TEMP ICE SHIELD 49 SOUTH COUNTRY RD. FLOOD HAZARDS WESTHAMPTON BEACH, NY TOWN OF SOUTHOLD LOAD (PSF) (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY (F) UNDERLAYOUT REQ'D PHONE: 516-721-9474 EMAIL: CZARNECKIDESIGNS@GMAIL.COM 20 130 A - B SEVERE 3'-011 MODERATE TO HEAVY SLIGHT TO MODERATE 13 DEG YES TABLE OF DRAWINGS PROPOSED COVERAGE D.B. BENNETT f'ONi` `�I.TI."I'1 ' G I NGIj\ I:I'R 3 Ris RI)AI,A%m •RO,E:,,.,1,142•E:.�,i li.umr„e•TSS•11917 II I,rlRra:631-4+07-0023•n'm�c.nnR r,<rra STUD FRONT PORCH 192 SF 3 RAILROAD AVENUE, FLOOR 2 GENERAL UTILITY INFORMATION ' ' 1 P.O. BOX 1442 sruD I I EAST HAMPTON, NY 11937 TEL 631-907-0023 A-1.0 GENERAL INFO. N.T.S. SILL PLA I i STUD( EMAIL: DREW@DBB-PE.COM SIDE ENTRY DECK: 95 SF DOUBLE TOP PLATE I B I I I I I FLOOR PLANS REAR DECK 229 SF ° MAS a m I I A-2.0 SITE PLAN 1/8►' = 1'-0" RAFTER o , o STUD LBP 1/2(2x2 WASHER) TWO(2) TOTAL : 516 SF DOUBLETOPPLATE II° o H2.SA ` _ o � 0 0 ° MAS�\t'! o H4 ° ELEVATIONS + SECTION DETAILS ° °° FLOOR RAFTERS O B R I E N . ° 0 o STUD ' o BOTTOM PLAT 0 o SUB FLOOR ° , A-3.0 PLANS 1/4" = 1'-0" RESIDENCE A-4.0 ELEVATIONS 1/411 = 1'-0" ° ° 230 LANDING LANE A-5.0 SECTION + DETAILS 1/411 = 11 -011 TYPICAL RAFTER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION TYPICAL SILL PLATE FOUNDATION CONNECTION LVL RIM JOIST GREENPORT NY, 11944 SIMPSON STRONGYLE MODEL NUMBER: H-4 SIMPSON STRONG-TIE MODEL NUMBER: 2 @ H2.5A SIMPSON STRONG-TIE MODEL NUMBER: MAS AND LBP1/2 STRUCTUAL PLANS 110MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR ° ° 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR FASTENERS: TO RAFTERS:5-IOdx11/2" FASTENERS: STUDS I6"o.c. FASTENERS: MAS: LBP 1/2: S-2.0 PORCH + DECK FRAMING PLAN 1/4" = 1'-0" TO PLATES:5•1OdxI 1/7' USE 10-8dxI 1/7'NAILS @ EA.H2.5A LOCATE 3'A"o.c. LOCATE 6'-0"o.c. TO STUDS:NONE ° ° TO STUDS:6-1Od x 11/7' TO SILL:2x2 WASHER 0 ° ° o ° LTP ° ° ° ° ° ° - GENERAL NOTES: ° DOUBLE TOP PLATE o ° STUD INFO TOP PLATE 0 0 0 0 _ ... ) o n STUD ° 0 00 RSP4 0 DOUBLE ° °o STUD `o TOP PATE RAFTER SIR i SILL PLATE H8 o° A/ STUDSP1' 00 FOUNDATION ° 0 0 TYPICAL RAFTER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION TYPICAL FLOOR-FLOOR STRAP CONNECTION TYPICAL STUD-SILL PLATE STRAP CONNECTION _..................... SIMPSON STRONG-TIE MODEL NUMBER: H-8 SIMPSON STRONG-TIE MODEL NUMBER: RSP4 SIMPSON STRONG-TIE MODEL NUMBER: C520 OR LSTA30 W/LPT4 SIMPSON STRONG-TIE MODEL NUMBER: SP4 OR SPI 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR FASTENERS: FASTENERS: FASTENERS S20: LSTA30: FASTENERS S TO RAFTERS:5-IOd x 1 1 T STUDS 16"O.C.o.c. S C RS SP4: SP1: _...... . _...._......._..... .._.._..-........__._.................._._ 1 /7 USE 8 8d x 1 / NAILS �; .• — TO PLATES:5-lOd x 1 1 T STUDS�16"o c STUDS�16"o c TO PLATES:NONE TO PLATES:4-lOd LjLj ............. .......... .. TO STUDS:NONE TO STUDS:6-1Od x 1 1/T TO STUDS:6-10d x 11/T TO STUDS:6-10d x 11/7' TO STUDS:6-1Od I I 3 STRAPPING DETAILS -� OCTOBER 18, 2017 SCALE: N.T.S. N 02°55'00"E , . - 100'�� ' I , - ." - -00' ''Ill ! li ill 11 s'' : --,--,,,I { ':�' ' � I , r "d:. r 'f:.. d f _ ;<Pp: %'. ,t' :%ti �i 1: „ *, y,;' 5`- t e ba`' ^i'' , ea gz e P.. a- $• 'e >t..*1`. .i •"�,« '.s c '�` Fret^ ., xs�+ 1 (/tel :"!, 1 - . I-,.• Lo 11.0 i ` -1 " p $ - - • , .'dile - i... J .a4,t' \ "'-pi;;l _ 1. ;,>" : % `' �: ' , . `. ': IF - - i - - ' 11 I 4" III1 1 f' - 1. , , , 6 -"�""'' I h,. i�';� 1 1 p: lr�"-� .rp' +"pl, + .p. S p" 11 ;Vi ,a 1 . - 1_ 1511 _ ,`, ��o :.a' " j 11 f�� , ` ;q= 'f f fi—/ `v11_9 ` ;2-4 '.f:, s .`. ( I ISSUED: 11 1� (�'11'1 1 o I j PROPOSED DECK �,� •. 11", - I /}p 11 1. • N1 11 I' , — � I I � �� I � � . 11;�/ �g ' )b .. v - . r - ;:;,,, I 14 15 0 % a ,. ;:.;z: �It':" • . , v J. ', !,' "11 Ills 1� '' le"', 11 J' '-- , I - I ///// 11 "' , � \ I I , � - A I% . I :, 1.11 ' I I - '. , I-I-E " "I 11 , I., , -1 , I. - '8 ✓, � I 1. I - ,,, � I - , /A I, \\ \ \ ' 1 tiE, I/ ,� g' " ,,° ' -` /, . a`{•` I t , ; ' :' 't !>/ /', . . _ ((f �' .. R REVISED: I " -:` '-`��:'�"'N; , '/ I, I \ ';�':""'-� 11 ,. / - f im , I \ i ,J II e V. __ 1 ;g ` "~� - % P E STRU M �''- 1�1 \, '\BY OTHERS/. \' . I %"' �. \ • C ' �' .' 1.11 " •+� ' (Ili' v .`�I \ 1 �k ,�j , t�& ' a,dky`� � 11,7 ..� -,Xg, �} - 111 `x" /'T,, I - Ys '—y � ,t; Q -. i ,,,.; ,. �.,.,.,�.._.,.�.....—......_..,.'-- - - - . \,\ \ . I M :::_::� Z X, •'III ;e,,: 49 SOUTH COUNTRY RD. `, •:. / '. \°\ I WESTHAMPTON BEACH, NY ;: a of I ', . . 1\' "r I i PHONE: 516-721-9474 _ \ . EMAIL - Z),. \ ` / �" � ,'I : CZARNECKIDESIGNS £� 11 oo � '", G 11 9 �- ', � -- : ' 0 6 PROPOSED SCREENED - I , . I>Ak - "' PORCH 1 - qn.; 10'_0" iME;° �. . I1. � - - ' . , b � I. _ — ., • . _ _ : _ n }k. D.B. BENNETT : til X71_ sl . . ":1' C;t)I�ti(JI,'.�..[f�I(� [:[e(.;li�"I;l:'.J a ; 36'31r ',' = '. .? g '• .. � 11 ^'!;'i 3 R.w su,v,AvdNm•P.O,R—1442•Elu H�urroN-NY-1 1927 - t Tctrrun�c:631-907-0023•a'\rn•.onn-Pcu,�d : ," ��' I s'"""'o ' % j 3 RAILROAD AVENUE, FLOOR 2 :',� P.O. BOX 1442 z. 1. , ' EAST HAMPTON, NY 1 1937 r ° , . . ,:I ;a.x ':.; : ,A TEL 631-907-0023 l' Jy5$ EMAIL: DREW@DBB-PE.COM t \ e. % F.°t' Jj ' `3 — � 1. , I , 1"21�-'.,�':"r�/.-��'�" O o tx ' OBRIEN o -d o Lo ,' )", - , . , .CRUSHED;BLUESTONE Z' ' 1:41RESIDENCE 6.:;,;, DRIVEWAY©VER RGA BASE Lo A - a O : 0.s.:;; T,,,, o ;230 LANDING LANE =w,:; L - ... ' ..` °�:�::" I� GREENPORT NY, 11944 ,_, ',&J` 1 117, 1. 00 W :r5° .g- •.r.:a!» }; ,s"€" ': � a` .tA' ar rA' r .,�3.c`. s"',",s': ,><'�t .. ,.n`. ..2'.91;;' `.,P' .s�• ;5.h;rte` ^,k j. g° t -' 'a' ;; i$ a�° I. r ✓ a: `r ate: `r .N:1 14 .14 ; , a ' '"„� 11 Ill, „d a t 'r -rJ•,:' 4� r”`: r"' s'{ 1: r Jtz11 .' r'" °. s: r :s :'B W. ;.$ ,r e Y-, .r¢ :�4d.. d"; { `v', r° '' : 4.n zr::; r s? . , 100 . 00, SITE S 02055'00"W . , - I � "" - - , , . .. - , , ! . PLAN ., - --- - R if I L A N D I N G LAN E I I 1 I go a Kim '� . I %_ _.s - " "--�- . '! -.' � --- 1. 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INCH OF VENT: 10 SMART VENTS(200 I I D \ \ X` \•\ // /;j / I SQ. FT. RATED) \ ` I— — I I s� N OPNATUBE AT ASE OF 1 / 4'-0.. O 1 I STAIRS FOR SUPPORT „ L J �\ / 24')(24"12117I / n DEEP FOOTING 1 I (2)ENGINEERED FLOOD VENT BY / I I SMART VENT 1540-520,TYPICAL _ FOOTING CONSTRUCTION: o o I " 1 UNLESS NOTED OTHERWISE 20"x 12"DEEP POURED CONCRETE °o I 1 I FOOTING WITH(3) #6 CONTINUOUS - { REBAR TIED TO WALL REBAR AT 4"MIN. P?JRED CONCRETE SLAB 1 % / / \ \f �,N I BUILDING PERIMETER, PROVIDE 3 1 I // \; / �; / / -;1 ; ® . 11 OF CONCRETE COVER ON ALL _ PITCH.')TO OUTSIDE OVER b ", :'jl ° o I II o REBAR (TYP.) —I UPIDISTURBED SOIL +1 I / �! ' o }- C? INDICATES II60 `� I N \ / \\�* \' STRU -T�.BY O co - 1 II L _ J I I --- I N 49 SOUTH COUNTRY RD. WESTHAMPTON BEACH NY - I i / / . { // - -% y PHONE: 516-721-9474 54"x2412 I ��-�� -`t� �. 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BOX 1 Y 1 EAST HAMPTON, NY 11937 - ! oo /' \%�� / ;%. / --- - TEL 631-907-0023 EMAIL: DREW@DBB1 01 -PE,COM 10 I — N rn co DIA, STEEL I --- c�.> = LOLY COLUMN 11 I I i -- -- {— \. /" - •\\ -- - ---- - EW 03 OBRIEN 11 N I I ;--- ---- \,' \ �,` / - -- RESIDE ----------- / y\ / / ---------- 7 ------ NCE II I 1 I -- ---- I / ---- 1 I I _ I 230 LANDING LANE 1 II — — — — — — — — —— — J I -----------I y \\ "\ \ \ // / --------- GREENPORT NY, 11944 IL — - - -- - - - - --- - ---- - - L 1 8 x�d 8 0x6 I I --- -----J \ — — / r�--/' ---------- 0 3'-8.. 8._3.. 31-811 8._3.. 3._8.. --- ----- I - i 1 ----- --- --- _ o ^m lol SCREEN PORCH -_---- r FOUNDATION + MAIN I I I DROPPED FOUNDATION �/ (�i//� �•/� --- --- ^ _ --- I EW-o, - FLOOR PLAN 0 o WALL FOR GARAGE - ---- 10 26'-bib" 41-011 EW-03 I DOOR OPENING I I I oo I I I c� I 7:_-1 �-1 �0 - ao --- _------ \ — - -- - - - -- ---� - LJ ----------- --------------- --------------------------- — — -- ---- --- ----- eJ \ o D V V v N Z H TYPICAL 8"DIA. l.r , it 2 8" 2 SONATUBE AT BASE OF 5 32 8 52 8--521', 51-311 2 STAIRS FOR SUPPORTIff IL Ar IL 27'-b" Ir 4'-0" Ir 4'-1" 35'-7" K IL EW-Ol EW-02 EW-01 ! 35'-7" _. . 1 BASEMENT PLAN 2 MAIN FLOOR PLAN , .../ . SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" OCTOBER 18, 2017 ROOF CONSTRUCTION: ARCHITECTURAL ASPHALT ROOF SHINGLES 30 YEARS OR BETTER (COLOR TO MATCH MAIN DWELLING)OVER 30#FELT TRIM : PAPER OVER 4"PLYWOOD (FASCIA, RAKES,CORNER OVER 2X10 RAFTERS BOARDS,COLUMNS) PVC OR EQUAL QUALITY T.O. ROOF ------------------------------------------ ----------------- -- -- -- ----------- -- ----- -- - -- ----------------- --------- SITE ELEVATION: +24'-3" 12 IL JN .. ..._...............T.-. ._....--.._.. ._ ...... .. . 1 _... — — a/ RAILING : RAILING 36"HIGH COMPOSITEXXX 36"HIGH COMPOSITE T.O. FINISH FLOOR GUARD RAIL GUARD RAIL ISSUED: SITE ELEVATION: +10'-4" --� --- -- - -- I I • . 1 T.O. DECK SITE ELEVATION: +10'-3" ' T.O. FOUNDATION WALL __-__--_-__ __SITE ELEVATION: +9'-0° -------------------- __ T.O. COLUMN FOUNDATION ------ -- - ------1----- -- -- -- -- -- -------- -- ----- -- -- -------- -- -- -- -- -- -------- -- --------------- ---------- -- ------ - ----------- -- --- --- -------- - -- -- ---� ----------- ----- ---------- -- ----- - --- -- --- REVISED. SITE ELEVATION: +0'-6" 1 T.O. GRADE SITE ELEVATION: +0'-0" EAST (FRONT) ELEVATION NORTH (SIDE) ELEVATION SCALE: 1/4" = 1 '-0" I SCALE: 1/4" = 1 '-0" 17x T. 49 SOUTH COUNTRY RD. WESTHAMPTON BEACH, NY ROOF CONSTRUCTION: PHONE: 516-721-9474 ARCHITECTURAL ASPHALT ROOF EMAIL:CZARNECKIDESIGNS@GMAIL,COM SHINGLES 30 YEARS OR BETTER (COLOR TO MATCH MAIN DWELLING)OVER 30#FELT PAPER OVER d'PLYWOOD OVER 2X10 RAFTERS D.B. BENNETT �► T.O. 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ROOF r SITE ELEVATION: +24'-3" I I 4 A4.0 PRE-FAB, DWELLING BY OTHERS T.O. FINISH FLOOR __ --- -- SITE ELEVATION: +10'-4" T.O. DECK ISSUED: SITE ELEVATION: +10'-3" — iq T.O. FOUNDATION WALL _...._.-_._._-_.__.... .. __ SITE ELEVATION: +9'-0" � ,, .:'` : . -------- -------- ----- -- ------ --- \\ ----- ----- -------- ... SLAB CO TRUCTION: f. 4" POURE CONCRETE SLAB WITH 3 6x6-10/1 WWM OVER MECHANIC LY FOUNDATION WALL: 12 a COMPACTED SOIL- PROVIDE 2' \� , I ° 10" POURED CONCRETE WALL WITH f. PERIMETE EXPANSION JOINTS W/ q. r \ #6 VERTICAL REBAR @ 48 O.C. CONTRO JOINTS AS REQUIRED, BOTH WAYS ; i, q b T.O. COLUMN FOUNDATION ---------- SITE _ ---SITE ELEVATION: +0'-6" -- — — — -- — — -- — — — --------- -- �' __.. .. REVISED. T.O. GRADE _. I• ' SITE ELEVATION. +0'-0" : I •If I : �,T4 _ � I T.O. FOOTING I I SITE ELEVATION. 3-0 L — ^ — FOOTING CONSTRUCTION: 2 20" x 12" POURED CONCRETE A4,0 FOOTING WITH #6 CONTINUOUS 1 SECTION A-A REBAR TIED TO WALL REBAR AT BUILDING PERIMETER, PROVIDE 3" ,� _ ,� "' ` OF CONCRETE COVER ON ALL I SCALE: I/4 - I -0 REBAR (TYP,) 49 SOUTH COUNTRY RD. WESTHAMPTON BEACH, NY PHONE: 516-721-9474 EMAIL: CZARNECKIDESIGNS@GMAIL,COM ROOFING : ROOF FRAMING: ARCHITECTURAL ASPHALT SHINGLES 2 x 10 WOOD FRAMING ROOFING UNDERPAYMENT: RAFTER @ 16" O.C. 30 # FELT 2x12 RIDGE 3/4" PLYWOOD D.B. BENNETT C;(-).N S t1 t.'[".0 Irl Ca 3Rnu Rom)A\'rNiil•Po.RIA 1442•Eye H1 proN-NY•11937 R-30 BATT INSULATION RIDGE TruruoNT!01907-0023-wwwnsu-erw.%l 3 RAILROAD AVENUE, FLOOR 2 $" DRYWALL CEILING FINISH: P.O. 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OCTOBER 18, 2017 C. 0 c) c n c n c n c n �� 3 FLUSH 2xl 2 ACQ DECK BEAM �� 3 FLUSH)2x12 ACQ DECK BEAM �� (3 FLUSH)2xl 2 ACQ DECK BEAM _1 --- - _ I � ' L _ J L _ LIJ_J I I 11 I I Q J p a OO BACK TERRACE a 24"x24')(1 2" i o �_ N DEEP FOOTING �_ N en m I @_aACK DECK P CRUSHED BLUESTONE o o I SUBSTRATE I I I 11 I I I 11 V I r/, I D I � j 1 � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D aL m ' - 1- \� ---_ - - ---"' --- ISSUED: Fr- - I \ % -r-- ---- x :nom ---- ENGINEERED FLOOD VENT BY -� -- -----� \ ,'. ----- "SMART VENT" 1540-520,TYPICAL N UNLESS NOTED OTHERWISE 12'-11" 0 On — y" ol ZONE AE FLOOD VENT REQUIREMENTS: °O REVISED: 1196 S6�. FT. (UNFINISHED), PROVIDE 2000 OOI BASEMENT - -------- SQ. INCH OF VENT: 10 SMART VENTS(200 SQ. FT. RATED) - I RI m Z TYPICAL 8"DIA. N SONATUBE AT BASE OF y y 4'-0" O '� i I STAIRS FOR SUPPORT 24x24"12" DEEP FOOTING (2)ENGINEERED FLOOD VENT BY "SMART VENT" 1540-520,TYPICAL FOOTING CONSTRUCTION: o I I \\ �, \ 20"x 12"DEEP POURED CONCRETE «� I UNLESS NOTED OTHERWISE j FOOTING WITH(3) #6 CONTINUOUS I ;/ " / / <. / J REBAR TIED TO WALL REBAR AT �MIN, POURED CONCRETE SLAB I / /BUILDING PERIMETER. PROVIDE 3 \ i ) „ ;� `1 ' j _ PITCHED TO OUTSIDE OVER I b / OF CONCRETE COVER ON ALL �- -I UNDISTURBED SOIL +1 I ✓\ . / ,r'. \` / REBAR (TYP.) I OI— I ,� \, HA C INDICATES — . . .,.. L _ J I I �\ \\ STRU TV ,BY O 49 SOUTH COUNTRY RD. i / ' � -_ WESTHAMPTON BEACH, NY 54"x2412 - PHONE: 516-721-9474 DEEP FOOTING I I \ \ \ \ { " -; ' I /' �,'✓ °,\`� EMAIL: CZARNECKIDESIGNS GMAILCOM WALL CONSTRUCTION: (2)ENGINEERED FLOOD VENT BY \ L i --0� O r� \ I 10 POURED CONCRETE WALL I �- I I "SMART VENT" 1540-520,TYPICAL \ ; WITH #b VERTICAL REBAR @ I I19 I I UNLESS NOTED OTHERWISE 48"O.C. BOTH WAYS PROVIDE 3" I IN X. OF CONCRETE COVER ON ALL 'x\ I ( REBAR (TYP.) I OI-- -r� �� /' � � " ` ` \ i /y\ \ ; ,' [ D.B. BENNETT CC NS1Jl,TJ Nti E NGINl;l:l� / \ i \ \ / ,' \ '• �• /I 3 Rnu Moan 1vt Nnr•P.O,RoN 1442•E+u IA\IPrON•Nl"•11937 TELT P110Nr:631-907-0023•+c+m,r mn-rr.c o,+r 3 RAILROAD AVENUE, FLOOR 2 7._5.1 8.. 60 I (2 FLUSH)2x12 ACQ DECK BEA � � \ � \ , ,j � �� I' P.O. BOX 1442 EAST HAMPTON, NY 11937 T - - / \ ✓ %'Y i; `✓ TEL 631-907-0023 L -► j/ �\ ! i �; EMAIL: DREW@DBB-PE.COM \� \ � i I CL o 0. o I r / ,, / 4..DIA.STEEL I -- - - -- �' I \ \ /' z LOLY COLUMN I T (3 USH)2x12 ACQ DE K BEAIL OBRIEN RESIDENCE \' x' / 1 -------- iT ----- ) — GREENPORT N 11944 230 LANDING LANE I- - - - - - - - - - - -- - - - - - - - - ---- - - ---- I N < ✓ ; Y- 6 0 6 0 N --- --- 8 x7 8x7 -- O -_- - — — — —— —— — — — — — —— — —— — — —— 0 12) of I 1 � ----- --- DROPPED FOUNDATION --------- 2X10R.R• 2xl0R,R, - WALL FOR GARAGE c- ------- 16"O,C• 1 16"O.C, N � N DOOR OPENING ne N en N ------- MAIN FLOOR ROOF _ STRUCTUAL PLAN o Cl m a o i --- ---- i w --------- X ti -------- o o 24'x24"x12" o o 1 4 DEEP FOOTING o --------- Q ----- 2x10 R.R. 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