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HomeMy WebLinkAbout43266-Z I ��gUFFQdK Town of Southold 10/1/2020 a P.O.Box 1179 a 53095 Main Rd Southold,New York 11971, CERTIFICATE OF OCCUPANCY No: 41486 Date: 10/1/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1220 Old Farm Rd., Orient SCTM#: 473889 See/Block/Lot: 25.4-11.10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/22/2018 pursuant to which Building Permit No. 43266 dated 12/3/2018 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: single-family dwelling with trellis covered deck, semi-enclosed deck with trellis over, deck and covered deck as applied for. The certificate is issued to Morton,Keith of the aforesaid building. i SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0084 8/12/2020 ELECTRICAL CERTIFICATE NO. 43266 7/20/2020 PLUMBERS CERTIFICATION DATED 9/24/2020 Nonps ast Plu g \" d th rize ignature saFEot TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . SOUTHOLD, NY „kpl.� dao BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43266 Date: 12/3/2018 Permission is hereby granted to: Morton, Keith 700 Orchard St Orient, NY 11957 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1220 Old Farm Rd., Orient SCTM # 473889 Sec/Block/Lot#25.4-11.10 Pursuant to application dated 10/22/2018 and approved by the Building Inspector. To expire on 6/3/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,000.00 CO -NEW DWELLING $50.00 Total: $2,050.00 Buil spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. /0 New Construction: Old or Pre-existing Building: (check one) — Location of Property: /dao (w.) /_,�" 12.7 House No. Street Hamlet -- Owner or Owners of Property: I<e—r J­-� Jc d fr P'y?pr)I--— Suffolk County Tax Map No 1000, Section a5 Block Lf Lot b Subdivision Filed Map. Lot: Permit No. �Dateof Permit. Applicant: Health Dept.Approval: Underwriters Approval:: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 6D /V), Applicant Signature so Town Hall Annex2Telephone(631)765-1802 54375 Main Road ,y Fax(631)765-9502 P.O.Box 1179 sean.devlin(c�town.southold.n us Southold,NY 11971-0959 y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Keith Morton Address: 1220 Old Farm Rd city:Orient st: NY zip: 11957 Building Permit# 43266 Section 25 Block: 4 Lot: 11.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Promaster Electric License No: 59226 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Gas Duplec Recpt 60 Ceiling Fixtures 17 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 17 Smoke Detectors 3 Main Panel 150X2 A/C Condenser 3 Single Recpt 2 Recessed Fixtures 41 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt 50A Ceding Fan Combo Smoke/CO 4 Transformer Step Lights 5 Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 60 4'LED 4 Exit Fixtures 11 Pump Other Equipment. Hood, Convection Oven, W/D, DW, Fridge, Mini Fridge, Radiant Floor Heat-2, Micro, Cook Top Notes: Inspector Signature: Date: July 20, 2020 S.Devlin-Cert Electrical Compliance Form.xls 16 so � a Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Ql BUILDING DEPARTMENT _ TOWN OF SOUTHOLD D SEP 8 2020 CERTIFICATION 'BUR DING DEPT. c GI TITI Date: Building Permit N-_ Owner: M b ri-a n (Please print) Plumber: All Po i n+s F sr Ourn6,na (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum ers Signatqre) Swom to before me this 2 y� day of Isepie rn br L' 20-Z o SUSAN A.RIZZO Notary Public;State of New York �1 No.01 RI6183459 Notary Public, c% �i�/' County Qualified in Suffolk County Commission Expires March 17,20;0� Z ---------- 50Ul�° TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�'' 765-1802 INSPECTION ' ' [ F UNDATION 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: DATEINSPECTOR of sou # TOWN OF SOUTHOLD BUILDING DEPT. Coum". 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ VOUNDATION 2ND [ ] INSULATION [A FRAMING /ST Apps [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR - * * TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 -1 NSPEC ION { ] FOUNDATION 1ST [ ROUGH PLBG. ] FOUNDATION-2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-&. CHIMNEY [ "] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -[ - ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLTIO N [ ] PR �C/O REMARKS: ( Q ` DATE lov v yw L INSPECTOR �j� — I �; fes,2-6 �6 # # TOWN OF SOUTHOLD BUILDING DEPT. °`yroum, 765-1802 INSPECTI-ON = [ ] 'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL = -- [ ] FIREPLACE &-CHIMNEY°- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR r `-------•-'-_ /� _ pf Solp, b `�u V — ,`oa�/ * # TOWN OF SOUTHOLD BUILDING DEPT. io 765-1802 _ INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL - [- ] FIREPLACE & CHIMNEY- [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) / -va [ ] CODE VIOLATION f PRE C/O �' REMARKS: 2 � a MOMllg4 Ic!!!::':'!':';l 1111�111��j 1 , �a `-a xs eco V-2alUz DATE D Zd INSPECTOR w OF SOUTHp� w4 u (o I Z zo ® re". # # TOWN OF SOUTHOLD BUILDING DEPT. `yrou►m,��' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION)CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ' ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY,INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I NAV tUCCIT t 6+- WJ-P(,e�W A,�- o L� DATE INSPECTOR _ W SOUIyoL6 - - - # # TOWN OF SOU LD BUILDING DEPT. �O • io �yco 765-1802 - INSPECTION [ ] FOUNDATION 1ST ' [ ] ROU PLBG. [ ] FOUNDATION-2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 4 [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION - [ ] PRE C/O REMARKS: [ V�rvd,�� n 0+ S'• v �A_Al vt7p� vMh,� L kIWAAM du * G j6d�� DATE yAvvo INSPECTOR On Jun 23,2020,at 9:54AM,William S Ryall<bill@ryallsheridan.com>wrote: Dear Mr.Jarski: I am the architect for Keith Scott-Morton. Thank you for the inspections you have been doing there in preparation for Keith getting his C.O. Attached below i ower door test result,which converts the tested numbers to the measurement f CH(ai changes per hour). Our numb r 's 1.47 ACH, d the maximum allowable by the NYS Code is 3.0 ACH. So our blower t t hows that ith has something which is twice as"tight" as New York State requires. I am sur that you must be dealing with many projects in which this new requirement is driving contracto s and the owners crazy. The only way that we are able to get these excellent results is because for the past ten years we have been designing and building to Passive House standards which are now the required building code for the entire EU. If we were going for those standards,would have required to achieve 03ACH per hour!!! Keith is at 1.47ACH,and NYS requires 3ACH. Please feel free to call any time if you have some questions. Bill Ryall William Lyall FAIR PO Box 57 Orient, NY 11957> 174 Fifth Avenue e 300 New York, IVY 10010 cell: 646.379.4055 http://www.ryalisheridan.com Manual S Com liance Report Job: DSR ENGINEERING,P.C. P P Date: Aug 03,2020 Entire House By,. Michael Cole ReVirea ReVireo!DSR Engineering 200SoUhAveEast Sute303,Qarford,PJ07016Pture:888-568-5459 Emtpem'Lg@eweommWekvmuuievireomm N ' • • • For. 1220 Old Farm Accessory Structure,Ryall Sheridan Architect 1220 Old Farm Road,Orient,NY 11957 •• • • • Design Conditions Outdoor design Da 82.0°F Sensible gain: 4850 Btuh Entering coil DB: 75.3°F Outdoor design WB: 71.6oF Latent gain: 1233 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 6083 Btuh Indoor RH: 50% Estimated airflow: 542 dm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Fujitsu Model: AOUG09LZAS1+ASUG09LZAS Actual airflow. 542 drfr Sensible capacity: 8263 Btuh 170%of load Latent capacity: 1323 Btuh 107%of load Total capacity: 9586 Btuh 1581/6 of load SHR: 861/o Heating'EqUipmeht Design Conditions Outdoor design DB: 18AoF Heat loss: 11327 Btuh Entering coil DB: 68.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Fujitsu Model: AOUG09LZAS1+ASUG09LZAS Actual airflow: 542 cfm Output capacity: 16797 Btuh 148%of load Capacity balance: 19 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements ofACCA Manual S. wrightsof t, 20204kW-03110829 AkL •r ��, mghtSuO udvesa1201919D20RStp7928 Page 1 �'�� UbaL6 KEaKWipW 122001dFaun MmiJSnp Cats=UM FmrtOoorfaaes S Load Short Form Job- DSR ENGINEERING,P.C. Date: Aug 03,2020 Entire,House By. lichael Cole ReVlrea ReVired DSR Engineering DSR ENGINEERING, P.C. Daryl Strom Professional Engineer 200 SodhAve East Stiite 303,Orat•tra,w 97016 Phme s88 56s 54ss 6nwT pwnft&uwhw mmwebr wwwjevffmmm P.E.#10022 DSR DW—Ing PC 200 S Ave E,Suite 303,Cmffard NJ 07016 908 274 3838 Project • of NEw For. 1220 Old FannAamssoryStructure,Ryall arAdanArchiteds �P����R ST yo 1220 Old Farm Road,Orient NY 11957 to oP� 90 9 ^, Daryl Strom rCc /Yl/yp 2020-08-0314:14: 2 < 2 58 `�Fo 70022-2- Design 00222D ' • Ifiform6tion SsIO�P� Htg Clg Infiltration Outside db(°F) 18 82 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD(DF) 52 7 Fireplaces 0 Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 44 35 HEATING EQUIPMENT COOLING EQUIPMENT Make Fujitsu Make Fujitsu Trade FUJITSU Trade FUJITSU Model AOUG09LZAS1 Cond AOUG09LZAS1 AHRI ref 204740066 Coil ASUG09LZAS AHRI ref 204740066 Efficiency 14.2 HSPF Efficiency 18.0 EER,33.1 SEER Heatinginput Sensible cooling 25200 Btuh Heating output 12000 Btuh@47°F Latentcooling 10800 Btuh Temperature rise 20 OF Total cooling 36000 Btuh Actual airflow 542 drr► Actual airflow 542 cfm Air flow factor 0.053 dmlBiuh Airflowfactor 0.115 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point=19 OF ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (F) (Btuh) @1uh) (clm) (clm) bath 65 1730 483 92 56 closet 39 337 78 18 9 living area 301 8179 4143 433 477 Entire House d 405 10246 4704 542 542 Other equip loads 1081 147 Equip.@ 1.00 RSM 4850 Latent cooling 1233 TOTALS 405 11327 6083 542 542 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Wrightt soft® 2020-ALO-0311.0829 .,�� r�gr�sil>Ourr,etaat�1919D20RS12PM A Page 1 _NDg>t5WKEaf6LpQNWiriF=A122001tiFarm NM►ISnQ GIC=MB FrmtDoDrEDes S 4 I� SEP 2 8 2020 PUTIT 'ATN T BEET. T ' 9 i ti t lit :A _ 2015 IECC Energy Efficiency Certificate ..-weir MIME n.r Rv"++; Et.or OM _. Cam"1 R..f M w wiMo. &IS •.Y .- Dow all 0.40 rpt a.0 Wli "So"* C..".sr".w+LlAM&KM. Im SLER w.w+wt.r:lnc i1 BHT 4•.44 OF S E P 2 8 2020 BUR.DING DEPT. TOV1 ,i'7Ot Tl:t s 2015 iECC Energy 1 Efficiency Certificate SMS ♦M •.! �•- 1a.7707tI. 0-Y aL{ r.r 020 BUILDING TOWN �w FR t� .+• *' '• y a � � ay r _ FOUNDATION (ISTr t.yJ i . ',A ROUGH'FOUNDATION (ZND) PLUMBING __ irk.� •�1 INSULATION • ENERGYSTATE • 1 M Of •' k 0 W lAll lWAam _ . Ay1IANOM �.�. p j�3 f yr 1 u'� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ' Survey Southoldtownny.gov PERMIT NO. �- Check Septic Form -N-Y.S.D.E.C. trustees • C.O.Application -mood Permit Examined 120 0 Single&Separate . Truss Identification Form D . Storm-Water Assessment Form /y OCT 2 2 2018 Contact: Approved ,M ® ela rK J�Q1'! a. Disapproved a/c BUMDINGto, TOWN® '50 Phone: Expiration 20 n ector APPLICATION FOR BUILDING PERMIT Date /U /�a , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition,as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applica(t or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer general contractor electrician, plumber or builder Z40,-/ —a-s a6• C Name of owner of premises / 1 G/-M Jo 0-J4 }�n� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 4-13 9O 7 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section (�5 , y B16'ek ", -,, Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy z4r�? - y'_r o-•� L 1 b. Intended use and occupancy / 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Costou� Fee ",(To, e, afd do filing this application) 5. If dwelling, number of dwelling units g -. P Nurrkbi`of dwellin' unrts`ori tach floor If garage, number of cars , 6. If business, commercial or mixed,occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear-, a; Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front� /IC/t_ Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises l�"-A S' t"')V' Address es 13)( Phone No. 9/7' 9-73- 5.'/Of Name of Architect /?y a// - ,Sheri-%dog,,.. Address Phone No Name of Contractor Address S'�-A- o rcAo,4 SLPhone No. 6 s I.97or-70 Y2 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 RE D. 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 sury 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SFal S COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 601 (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this rA day of 201S TRACEY L. vveY Notary Public NOTARY PUBLIC,STATE OF NEW YORK•Signature of Xpplicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY OOMMISSION EXPIRES JUNE 30,2020. Scott A. Russell ,��°SU S ST(0 R IAWAT)ER SUPERVISOR N[A\lam AG)EM[]ENT . SOtir FOLD TOWN HALL-P.O.Box 1179 L` 2 53095 Main Road-SOUTHOLD,NEW YORK 11971 'lfp'D Town of Southold CHAPTER 236 - STORMWATER MANAGEM OCT 2. 2 2018 ( TO BE COMPLETED BY THE APPLIC�P) "9�9 DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes NO (CHECK ALL THAT APPLE � �� ' i BMDIN ®�� ; PT Q A. Clearing, grubbing, grading or stripping of land whj�Wc� re ,.._, � than 5,000 square feet of ground surface. I ElQ B. Excavation or filling involving more than 200-cubic yards of material i within any parcel or any contiguous area. ❑QAC. Site preparation on slopes which exceed 10 feet vertical rise to ❑[r/ 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard ,area. E112/E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of -any watercourse. i - Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and,a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date #: f r ,..n District NAME: ,7 I� rJ • �•itlY�-oN l3 53 J__ �w„n0 . Section Block Lot /6gnetar1 ""� FOR BUILDING DE-PJ'1RT,%4ENT USE E ONL Contact Information �/ /��y ✓ G/�/ MkpAonc LmOcrr ` Reviewed By: Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — _ Approved for processing Building Permit. 0)0 Q 11 tormwater Management Control Plan Not Required. O )-fe�* /�y ��9r? ( Stormwater Management Control Plan'is Required. (Forward to Engineering Department for-,Review.) FORM SMCP-TOS MAY 2014 APPLICANT- S.C.T.M. #: 1000 s CHAPTER 236 (Property Owner,Design Professional,AgentContractor Cher) ���� 0c/ 4-to Stormwater Management Control Plan CHECK LIST NAME: `�WVR' °- section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Ylenc Pnnl • Date: * The applicant must provide a Complete Explanation and/or Reason for not providing �lynaw�� /'Tckpinne Nun,Eeof Y all Information that has been Required by the following Checklistl 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST `IES If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries i b. Total Site Acreage. c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. EROSION &SEDIMENT CONTROLS e'. Limits of Clearing & Area of Proposed Land Disturbance, Shall include but not be li f. Existing& Proposed Contours of the Site (Minimum Z Intervals) 7-177 A well maintained g. Location of all existing& proposed structures, roads, Wire Backed Silt Fencing, driveways, sidewalks, drainage improvements &utilities, Seeding of ex h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). INSPECTIONS I. Location of proposed concrete washout area(s). n act OS Engineering M. Location of all proposed erosion&sediment control measures. Sackfill, OR Provide Engineer's 2, Stormwater Management Control Plan must include Calculations showing Mat the drainage - kl5idiie , that the stormwater Improvements are sized to capture,store,and infiltrate CQup on-site the run-off from all impervious surfaces generated by a two(T)Inch L rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: nEP a. Erosion & Sediment Controls. b, Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) D . d. Leaching Structures (e,g, infiltration basins,swales,etc.) I OWN OF SOUTH®LEO ".' I'(')1Z ENGIN1 CFZIN EP ,NT USE ONLY El Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: /Z I SMCP has been approved by the Engineering Department. I FORM * SWCP h k List -TOS MAY 2014 EFQ� BUILDING DEPARTMENT- Electrical Inspector x6ds �® TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 a� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roper.richert(a town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION ZEQUESTED BY: - doirw cr-- rI G,.. Date: ,C) .Aompany Name: f0m . r c ric• Jame: Haas o �,�GZ. -icenseNo.: �S9226 � � email: rornas crc �C f/ ' address: bDk y2S 6kcnPor 119yt/ rA 'hone No.: Gcll 973 S 0 3 N-111 o ►cc• M 277 4 9059. JOB SITE INFORMATION: (All Information Required) dame: 09,0140 0 1\ddress: 17,7-0 m, Ai Of /cn .ross Street: ?hone No.: Bldg.Permit#: (/3 2 6 6' email: Tax Map District: 1000 Section, Block: Lot: BRIEF D)ESCRIPTION OF WOR le e Pri Cle Pecv 300 Mp. r� Y) , v� cr �4Un� r21 "erv/�(, an Ouse . 4u ill •CircleA111 That Apply: Is job ready for inspection?: YES /J�;Q ) h I Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size: gt9y A # Meters -�' Old Meter# e Servi Fire Reconnect- Flood Reconnect- Service Reconnected gvzder rou - Overhead # Underground Laterals 1 2 SE2rame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs FW BUILDING DEPARTMENT- Electrical Inspector �ds TOWN OF SOUTHOLD Town Hall•Annex -, 54375-Main Road - PO Box 1179 � o Southold, New York 11'971-0959 a Telephone (631) 765-1802 - FAX (631) 765-9502 . roger.richert(),town.southoId.ny.us APP NEATSONcOR-ELE-C—TR 1,G4L—ENSP--EETI-ON ------------ ZEQUESTED°BY: — tf1ll�` s rl:C,.. _ Date:- - ;ompany Name: r1CCtr1,C. dame: -icense No.: S q 226 - � email: rorn a�s crc eC ry . Cc�m %ddress: 0 ,box y2S 6fen, Qr- UY /79yy 'hone No.: GCI 973 SM111 o )'cc. 63/ 3-7*�, 80Sq. JOB SITE INFORMATION: (All Information Required) ,4ame: IP6,400 6,ddress: /2 SO m, icrn gross Street: 'hone No.: Bldg.Permit#: KI q3 2 6KZ 66Za b8 email: Tax Map District: 1000 Section: , Block- Lot:' r BRIEF D. -SCRIPTION OFIWOR le e Pri Cle y) l//7`��r �4UnlJ� cr�cn. c-/_uf 040uqn in . JZ Circle Al! That Apply: Is job ready for inspection?: YES /1�0;) h I } Final Do you need a Temp Certificate?: YES NO Issued On , �erttp-lnformatiott - -----------(All-infarrnationrequired)__ __ Service Size 1 Ph 3 Ph Size: .SOD - A '# Meters -1' Old Meter# eServi Fire Reconnect- Flood Reconnect-Service Reconnected 4BZer rou - Overhead # Underground Laterals 1 2Frame Pole Work done on Service? Y N Additional'Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form-As (2— W-73 — W- 73 4 PERMIT# d r S. Switches - Outlets � � G t! - GFI's (-� --- — - - — - --- - - - - Surface Sconces Hr H H's 00A LIC Lts Fans Fridge HW W , Exhaust Oven Ci NVd!11101) Dryer , Q� Smokes DW Service Carbon Micro- Generator ve , AC /A AH Mini Special: Comments 6t r e. rl 1 ko.� I . _ v G/ s�ca /1 cJ7 PY A 40�_ IA ' f&/, rQ 41 C- ONLee o�g�fFO(,,_COG BUILDING DEPARTMENT-Electrical Inspector w TOWN OF SOUTHOLD o� w Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # 64 Date u� ? 2019 Customer Name oU Electrician Name eGe-, Address 12,W Phone 651— 77- 90 e-mail e-mail Phone License# Size__7360 A Phase Overhead Underground #of Meters_ Remarks 0i-Doe&4/&1- L #of Underground Lateralsi 11 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is vali r90 d a# eve. Authorized by F F Town Hall Annex 1 Telephone(631)765-1802 54375 Main Road ;' `.Z" g' Fax(631)765-9502 P.O. Box 1179x s ` ; r, Southold, NY 11971-0959 rti 4zr, O�� - -B-MULLG—DSR FVT --- - - - - - NOT?ICi .OF UTILIZATION OF TRUSS..- VYRE..60A'sTRUCTI®N PRE-ENGINEER5.D WOOD CONSTRUCTIONNbER CONSTRUCTION Owner-•:" Ic v/-11,far 'r;i i LocaV'ori:o f Property: Please,t Ike tire that the`�i*66k.§ lfc-bie:00i 6.): :. :New commerc l�' t°> 'Waritl&F%ructure` '' 4 "-Atldition to eX S' omm Wi-&-residential struc0ttr+e , • .•�„ ;.- :.;, gra;----•. .,; t' E hab' � iii ran`eAstinercial ord resied to be�constru+ (rMPerformed at the subject property reference above.wi�`t�t ' (check ap able-Ainej.-.,-- • - � moi: T ss tr-ji$truction (TT) � Pre7engII66d&&ttVbit ,6w;skr..uction,(PW). Timber constrddfier6rt',G��' k in the following location(s) (check applicable line): Floor framing, including girders and beams (F) oof framing Floor and roofF ng;(l=R) n Signature: Name (person submitting this form): Capacity(check applicable line): /Owner t/ Owner representative TrussReg15.docx Effective 1/1/2015 Jarski, John r i From: Keith Scott Morton <keith@keithscottmorton com> Sent: Monday,June 22, 2020 7:13 AM To: Jarski,John Cc: Kaffaga Mark Subject: 1220 Old Farm Rd Orient Building Permit Extension John, I am requesting a 6 month extension for the following building permits located at 1220 Old Farm Rd Orient #43266 Dwelling #43267 ISP #43268 Acc Bldg Please let me know this is granted Thank you Keith Scott Morton PO Box 134 Orient NY 11957 917-923-5494 www.keithscottmorton.com keith@keithscottmorton.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. J�— 1 AY MOMIJ /0 _ DECO 7 2018 SCOTT-MORTON/CHURCHILL ORIENT HOUSE STEEL OR WOOD FENCE POST Q 10' MAX STEEL OR WOOD FENCE POST @ 10' MAX SPACING W/WIRE SUPPORT. SPACING W/WIRE SUPPORT.36" MAX 36" MAX HEIGHT HEIGHT GEOTEXTILE FILTER FABRIC GEOTE)MLE FILTER FABRIC'SECURED TO UPSTREAM SIDE OF SECURED TO UPSTREAM SIDE POST/TOWARDS EARTH DISRUPTION REVISION DATE OF POST/TOWARDS EARTH APPROVAL OF STORMWATER MANA EMENfi DFILING 10.08.18 DISRUPTION CONTROL LA -To n Code C r REVISED 12.04.18 Q _ Mate: 2 3 o0 Approved by: -� 11=IIII=IIII=u�l=uUll= _ =�—ui�=ul 1111_1111=leu=u�l= . z 1111=1111— IIII=1111=Iu1=1m=�I u�1=lm—�-IIII=u =u�1=1�1I=1�1I=�1 -- � =1111=III =IIII=IIII=IIII=TUI= � =1�II=111�Iu1=1�I1= -u�1=1111=1111= 111=1111IIWIII-1111 11 N =IIII= —IIII=IIII= - IIII-IIII=IIII= N 1111111 —IIII=1�I1=1111— 11-11�I-1111- IIII=1111 III=11��=""_" 4"X6"TRENCH W/COMPACTED Illy�=11° "_ —'1 DRAINAGE INSPECTIONS ARE REQUIRED =IIII= I—IIII- —IIII=1i�1111= 3/4" MIN.DRAIN,ROCK Q =11 BACKFILL IIII=1111 IIII=11 Contact TOS Engineering at 765-1560 before ffiIIII =IIII=111=1111= =1 =1111= IIII=IIII=IIII=11 Backfill, OR Provide Engineer's Certification IIII=IIII=IIII=11 =iiu=iui=uii= ,Chat the drainage has been installed to Code. =ilii—mi-im= TRENCH DFIAIL INSTALLATION W/O TRENCH NOTE: EROSION &SEDIMENT CONTROLS 1. SILT FENCE SHALL BE PLACED ON SCLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 2. INSPECT&REPAIR FENCE AFTER EACH STORM EVENT&REMOVE SEDIMENT WHEN NECESSARY. MAINTAIN 9"MAX RECD STORAGE HT Shall include but not be limited to: 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE&CAN BE PERMANENTLY A well maintained Construction Entrance, SITEPLAN KEYNOTES STABILIZED Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. 1. FRENCH DRAIN CONNECTED TO WIRE BACKED SILT FENCE DETAIL DRYWELL 2 j not to scale rb ' 1 O r v EROSION CONTROL NOTES (r 1 THE RROPOSEDEROSICNCOM POL&%kWRESSHOWNON IM RAW SFNLLBE INSTAll®PRIOR TOME STARTOFCONSIRUOIgN ADDR�OWy61 ^CCMROLMAYBE NECESSAFY,BASED UPON FHD CONDIDNNS THATMAYD&aOPAS OUr, UC1 F`ROGRESSFS ANDAS MAYBE REQUIRED INPiE TOWN OF EAi13THAMPTCN.THE FOILO,y�NGBB�T?LCONDIIIONSSFW-L BEOBSERVW A E)OSTPIGYECETATIONTO F MMaj j,EE PROIECi®AND REMAIN URIDISRIRM B CI.EARMAND GRADING SI-ALLBESD 1®SO AS TO wCAPETHE SIZE OF D63OSEDAAFASNo THE LENGFR OF TUE THATAFEASARE 71 C TRfr LB4MHAND MEEMMS OFqZqIED SUES SHALL BE MIJPA®TO REDUCE RUNOFF VEDGMESANDOUVOMS 17 D RUNOFFSFWIBEDNEfiR®FROMq 'SLOPES E S�ABJTSHALLBETFi�`PP®ONTl�=`�J,�' I xrtur.X4 X— STOCKPILE I I I S FENCE , X231 I s� Q-tii OCATION I xn. 34.1' w �/ ^ I 7 , DI DoT o GATE 10 I IN. of 'ROP. 1 STY. II 0 is MIN. ACCESSORY/GARAGE IL—X—x—x X— —x STRUCTURE 'AVERS �AND� SSB BUILDING I I N Q � I DW _ FF.16.8_ ENVELOPE + I I ZS.0. z CREENE J / I•, PORCH m 10 MI I I c 17.9 13 " 0 e (` (�► I N o 16.6' a o � I U CO 9 1 . ��Q r: I o PROP. 1-1/2 STY. i i I ' Q'i / 1 31 6.9' DWELUNG rri M i I l Z V / VACANT FF=16.8' CO 1 I LPI j- 11 n a'i �1N\ST^ f FYI I I m m PROP. _4i�vL ♦_./I I J J ! `` 2.9' LINE WASTE ♦_/ y 2 f COVERED +N � IN-GROUND WOOD DECK DW (� 16 WELL 0J9� PROPOSED N `£ DRIVEWAY CE7VVELAo / E EpCF OF PAVEIAGRAVEL E34T IKEA orLAC (yNIM O+ ci NGS zo \16 1 X322' a ' WTH S»� POPE O / �d N/OLF WELL Q� MARIANNE FAHS / c ELIZABETH THOMPSON DWELLING ry1 i �o w \ �YyWi AREA OF SEP71C SUFFOLK COUNTY DEPART MEN T OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A I SHINGLE FAMILY RESIDENCE AND ; GaYg e DATE Z� H.S.RE;-*. ilio. V q _00 APPROVED Tw,L MAXIMUM BEDROOMS EXPIRES THREE YEARS FROM DATE F APPROVAL Water Line(s) MUST Be Inspected,Sy,The- Suffolk Count/ Dept. Of Health Services. Call 852-5700, 48 Hours In Advance', To schedule Inspection(s). OF NEW FO MEPZG �3r LOT NUMBERS REFER TO "MAP OF ORCHARD STREET FARM" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON FEB. 23, 20OZ AS FILE NO. 11498. l � / _ .S. LIC-_N0. 49618 ' )AREA = 43,655 SO. FT. �, PECONIC SURVEYORS, P.C. (631) 765-5020 FAX (631}'-,�5-1797 n n onv nnn — - C4 rk, do SANITARY DESIGN / Q� a MARIANNE FAHS 4 BEDROOM DWELLING / c ELIZABETH THOMPSON j � \ DWELLING (1) 1250 GALLON SET1C TANK \ (2) 8' DIA. x 6' DEEP LEACHING POOL (LP) \ (1) 8' DIA. x 6' DEEP EXPANSION POOL (EP) OZ `� \ LOT ry moo, KEY VACANT Q = REBAR i \ ® = WELL X40• \ A = STAKE = 7EST HOLE • = PIPE ,AREA ■ = MONUMENT OF- SEPnC j = WETLAND FLAG -• – fi clQ, = UTILITY POLE = HYDRANT I)RAINgGE INSPECTIONS KIND S?R Contact TOS Eng, ARE REQUIRED ,T Backfill, OR Provide g at 765-1560 before that the n Engineer's Certificatio TEST HOLE DATA drainage has been installed to Code. • McDONALD GEOSCIENCE EROSION 03-09-16 &SEDIMENT CONTROLS 16.0' Shall include but not be limited to: DARK BROWN LOAM OL A well 0.5, maintained Construction Entrance, Wire Backed Silt Fencing, stabilization 3' BROWN SILT ML _ Seeding of exposed and/or inactivesod BROWN FINE TO COARSE SAND SW 1o, PALE BROWN FINE MEDIUM SAND SP i APPROVAL OF STORMWATER MANAGEMENT f4.4' CONTROL P N -T n Code t 6 WA7ER /N PALE BROWN FINE MEDIUM SAND SP ®ate: Z 3 Approv d y: 17' NOTE. WATER ENCOUN7ERED 14.4' BELOW SURFACE •tSo EW rO C�o �,MErZGf- SITE PLAN LAYOUT DESIGNED BY "RYALL SHERIDAN LOT NUMBERS REFER TO "MAP OF ORCHARD STREET FARM" `p ARCHITECTS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ELEVA 77ONS & CONTOUR LINES ARE REFERENCED TO NA VD 88 ON FEB. 23, 2007. AS FILE NO. 11498. ANY AL7ERA77ON OR ADDITION TO 7HIS SURVEY IS A WOLA7701V Jyp 49 18 • OF SEC77ON 7209OF 7HE NEW YORK STA TE EDUCA77ON LAW. N.Y.S LIC. NO. 49618 EXCEPT AS PER SEC770N 7209—SUBDIVISION 2. ALL CER77FICA710NS ww�� CC �• , HEREON ARE VALID FOR THIS MAP AND COPIES ]HEREOF ONLY IF AREA - 43 655 SQ. f-" 1 . PE N UR EYORS, P.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ' (631) 765-5020 FAX (631) 765-1797 WHOSE SIGNA7URE APPEARS HEREON. OR - 1.006 ACRES P.O. BOX 909 TRAVELER STREET 16-020 SOU7HOLD, N.Y. 1 971 SURVEY OF PROPERTY a t ORIENT TO WN OF SO UTHOLD N fY , SUFFOLK COUNTY, N. Y, 1000-25-04-11.10 LOT ,10 SCALE.- V=40" VACANT MAY 11 , 2016 JUNE 27, 2016 (REWSIONS) MAY 14, 2018 (PROPOSED HOUSE) i I. MA Y.25, 2018 (WELL LOCA TED) JUNE 5, 2018 (CO DETAIL) JULY 26, 2018 (SCDHS COMMENTS) i AUGUST 9, 2018, (REWSIONS) N8740'40"E 173.66' °''•"` OCTOBER 10, 2018 (SITE PLAN) PROPOSED WELL12' 40' Pool SAFETY o x ACCESSORY STRUCTURE x OCTOBER 18, 2018 (SITE PLAN) 'EXISITING TEST WELL I 1—P x FENCE W — — �m�I REAR YARD SETBACK SOIL / o ST l I m I OCKPILE / I II o ::E >i LOCATION / /P O OS D J pry 4 I ECHANICA Q J� O� �x fOOLXSAF C PAVER ED, c _ �v Feu I POft GATE �x EQUIP I 00 1 N PROPOSED 15.0' Q FRENCH DW W, ACCESSORY h // O r — DRAI►,L .. — $ �7Rt7C•f�RE _/-25,°. LOT(j) 1 / C J WJ I IN-GROUND ` z o VACANT = I I WOOD a W H MI SLATE OR OTHERS70PPER END Co A� $ WTABL 00101 rcuc 1 I -� / /� J 1s.o' u �o = O VACANT v 0cli 20 0 N m m GAS LP TANK /Q (� '6 CO a LP / (o �WE � Y I 1 ST ��N �, 1 o 9), R <1 / a O �/ \ M, MW / 1 fP LP E / 1N� COVERED J FRENCH s WOIN OD OUND 0 DRAT l DECK MI WA / •�/ ( \ �� BO i CLEAN OUT DETAIL 'pN2 i2 j1 I m •h)NYS \ \ wEu NOTE:• 1 1 92�� SOF X SUBSURFACE SEWAGE DISPOSAL e� B!//LD/NG E 0`" / i c o SYSTEM DESIGN BY- NVELgoE JOSEPH FISCHETTI, PEisO0. ZF �y Ma of PAVEM�17 HOBART ROAD ,�� I / +ti0' SOUTHOLD, MY 11971 n �Alv� .O^ 00 (631) 765-2954 N80'S2 X40�,w 4t RM ROAD SURVEY OF PROPERTY t�5.���.��U C-3, a t ORIENT TOWN OF SO UTHOLD ;} V ).�4 SERVICES SUFFOLK COUNTY, N. Y. -�- 1000-25-04-11.10 LOTai SCALE: 1 =40) VACANF MAY 11 , 2016 JUNE 27, 2016 (REVISIONS) MAY 14, 2018 (PROPOSED HOUSE) MAY 25, 2018 (WELL LOCA TED) JUNE 5, 2018 (CO DETAIL) JULY 26, 2018 (SCDHS COMMENTS) N87'40'40'E 173.66 o.rw. AUGUST 9, 2018, (REVISIONS) a n.�__ 5 PROPOSED WELL 0.d't �� `` ti ACCESSORY STRUCTURE o "EXISITING TEST WELL W W REAR YARD SETBACK _ PROP.X4' WIRE z SOIL Ixl Sj FENCER—XSTOCKPILE / 231 s. 0.n•1 \ LOCATION / / x N �cp ��, () x� 34.1' w vi / FAvaN �A� N �i I'\DW -�t;OT� I / • PROPOSED GATE 101x o, ROP. 1 STY. / IN-GROUND -x—x—x x— II. ACCESSORY/GARAGE a Ca ?, . � / SWIMMING POOL PAVERS `>TRUCTURE / IN dAND� 40.1' e DW SLAB BUILDING "25. / y Y 7Lr.• = a, I FF 16.8_ ENVELOPE p ��pR ��• QS2 �Q y . .o'er tion oo I = "ESSlLOTT z CREENE J Q 1 1 PORCH 10 I N /O /� Q VACANT / 1 'g 1Z9 MIS 15.0' / o N i oI Ai Sine OR OTHER STOPPER END �' u I / " 5.4o I CO j �e� e4 Su1IAa OIER aePtuc I v PROP. 1-1/2 STY. I / /�� J / / - 3 BEDROOM I 1s.9' DWELLING I / /Q� O VACANT / O a/ 41 /O FF=16.8' CO I IS I LPA V 1 th �N�STS 1���I/ SEKR PIPE H 1 I5 a PROP.\ �,Lv`, 17,1/ 2 ILP 4 so Eteow iIC4 19 22.9' LINETE civ I COVERED f •N I I IN-GROUND I I WOOD DECKor a eo wre •d• I I DW / CLEAN OUT DETAIL e I _ �� I ~ I 16�-' 000 NOTE.• i I J9oe F ; SUBSURFACE SEWAGE DISPOSAL PROPOSED SYSTEM DESIGN BY euicoIroc Evwtop" r"j GRAVEL DRIVEWAY EDGE OF PAVEMENT JOSEPH F/SCHET71, PE AREA or ' - so O HOBART ROAD baa s�"'>fn °' �'�L SOUTHOLD N.Y. 11971 L oi / � 00 J7r r.. (031) 765-2954 - -- �"�'44 gO04, hj vj• � .A�VA ���D 133 22' -' CA GUA 0. WIN SANITARY DESIGN / QPa MARIANNE FAHS WEU 4 BEDROOM DWELLING / c ` \ ELIZABETH THOMPSON (1) 1250 GALLON SETIC TANKDWELLING (2) 8' DIA. x 6' DEEP LEACHING POOL (LP) I \ \ (1) 8' DIA. x 6' DEEP EXPANSION POOL (EP) LOT1 KEY ACA� Q = REBAR NT ® = WELL I �� �• \. A = STAKE = TEST HOLE • = PIPE .ARE,% ■ = MONUMENT OF ; ' = WEMAND FLAG SEPTIC c0_.) = U77UTY POLE = HYDRANT UFI`�^�K v,u':�`QEEPARR-mlE;IT ID HEALTH 3_RVlC�v •K111rG ST.R E✓'Erti'h.�il";`�}�+�i�r^sS��.r:-�L�li��� r'• i}�'.��i�f}P,��7��i E�i T I c;•, y,E F.A,.r�Lv�? •�•�-;f�;�Fe►�rQ TEST HOLE DATA MCDONALD GEOSC/ENCE ©^,TE 1 GS� I�. .`;s`.;, ,��• �6 -1 �I '��,gY 03-09-16 _ 16.0' fyFPrZO✓ED DARK BROWN LOAM OL 0.5' TOtr^L�v1/1,::t.411�J;�cCic�O"vt3 , BROWN SILT ML EXPiRkS T4REE YEARS FROM DATE 6F APPROVAL BROWN F7NE TO COARSE SAND SW 10' PALE BROWN FINE MEDIUM SAND SP 14.4' V%later Llne(s) OUST B e Inspected BY Tete W47ER IN PALE BROWN FINE MEDIUM SAND SP Su , Gc k C c u% v Ent Of 4ea`:.n Serwt:re� 17' s Cei,i 8152- 700, 48 HoL,rs In Adva..nce', NO 7E.- WA7ER ENCOUNTERED 14.4' BELOW SURFACE To SC.:CCfule Inspection(s). pF NE1if yQ ct� -A I. Pt t T?n r o, v� LOT NUMBERS REFER TO "MAP OF ORCHARD STREET FARM" } st �� FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON FEB. 23, 2007. AS FILE NO. 11498. ELEVA77ONS & CONTOUR LINES ARE REFERENCED TO NAVD 88 r.• ANY ALTFRA77ON OR ADD/77ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209OF THE NEW YORK STA7E EDUCA77ON LAW. , .S LIC. NO. 49618 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77F7CA77ONS ��43,655 CC HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY/F AREA a '37 655 S0. FT. PECON/C SURVEYORS, P.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR + (631) 765-5020 FAX (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. OR - 1.006 ACRES P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y 11971 16-020 SURVEY OF PROPERTY a t ORIENT - TOWN OF SO UTHOLD N SUFFOLK COUNTY, N. Y. 1000-25-04-11.10 LOTQ) SCALE: 1 N-40' VACAVT MAY 11 , 2016 JUNE 27, 2016 (REVISIONS) ow MAY 14, 2018 (PROPOSED HOUSE) MA Y 25, 2018 (WELL LOCA TED) JUNE 5, 2018 (CO DETAIL) JULY 26, 2018 (SCDHS COMMENTS) AUGUST 9, 2018, (REVISIONS) N87'40'40"E 173.66' o.W. OCTOBER 10, 2018 (SITE PLAN) PROPOSED WELL t 12'x40' SAFETYp x ACCESSORY STRUCTURE "EXISITING TEST WELL" PROPOSED FENCE I REAR YARD SETBACK — I 3 1—POOL � z,�,�� SOIL / - m �` o I o I STOCKPILE d x I rn K( LOCA71ON x ir PROPOSED I a I pOply 4 ECHANICA � SWIMMINGIN-GROUPO 3/-- OLxSAFTY NC PAVER EQUPL GATE EQUi + ' POO _ X __7co PROP�g}D �1 I FRENCH DW 1 w ACCESSOPY _ 0 DRAIN N1 _ oa FF_17_5" (n I I 4 l 3 Ct I � f. LOT O Q 1 IN-GROUND Ew a I o`� � e O VACANT = I I DO( 3a a i � O 1,j `F O 1I III ~ 1 10' MIN. � Q SLATE OR 07HER STOPPER ENO , U 1 I •'7 Co u v 00; SU,TABL COVER Plus 15 c o s �I ��� o v !' VACANT l 20 li A C LP TA,,K � Q I � I I o o o I IW Sr SEN£R PIPEti La A/ I m EP 30'ELBOW c I I COVERED / FRENCH DRAIN WOOD IN-GROUND 0' MI DECK 'y l •n/ 60•WYE � w II I w W `c<'A .; Q I .. J Ir) WELL CLEAN OUT DETAIL NTS I I / F A� i •} NOTE' I I Js�o � r z N'�'- 16.4' EL. SUBSURFACE SEWAGE DISPOSAL B�,LOIN �`�/ L _ ENVELOPE SYSTEM DESIGN BY E _ c _ 600 6^ �y> EDM OF pAVEMENT JOSEPH FISCHETTI, PE - - _j O HOBART ROAD Q a0. o AREA plc SOUTHOLD, N.Y 11971 N8 0' N �sAP N RM ROAD (631) 765-2954 52 4n"u� -._ 1, �., - p X16 133.22' p )� CArnX a/AR r �Y w�37Ea PIPE f.' r to ls9s. N/0/F SANT TARY DESIGN P MARIANNE FAHS WELL r' � ELIZABETH THOMPSON 4 BEDROOM DWELLING DWELLING (1) 1250 GALLON SETIC TANK (2) 8' DIA. x 6' DEEP LEACHING POOL (LP) f (1) 8' DIA. x 6' DEEP EXPANSION POOL (EP) QQ LOT0 1 1h f KEY VAC �' ;• �<. ANT Q = REBAR ® = WELL I &o- A = STAKE ; " Srclgyy = TEST HOLE • = PIPE AREA 0 = MONUMENT OF ' SEP17C % = WETLAND FLAG �Q, = U77LITY POLE = HYDRANT KI.nrG S,TRE ET TEST HOLE DATA MCDONALD GEOSCIENCE 03-09-16 16.0' DARK BROWN LOAM OL 0.5' BROWN SILT ML 3' BROWN FINE TO COARSE SAND SW 1o' PALE BROWN FINE MEDIUM SAND SP 14.4' WATER IN PALE BROWN F7NE MEDIUM SAND SP 17' NO 7E.- WATER ENCOUNTERED 14.4' BELOW SURFACE �F OF SITE PLAN LAYOUT DESIGNED BY "RYALL SHERIDAN LOT NUMBERS REFER TO "MAP OF ORCHARD STREET FARM" ARCHITECTS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ELEVATIONS & CONTOUR LINES ARE REFERENCED TO NA VD 88 ON FEB. 23, 2007. AS FILE N0. 11498. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION $! UC. NO. 49618 OF SEC77ON 72090E THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER7IFICA770NS ��ee�� car PECONIC:SURC�E•YORS;, C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA - 43 6W SO. FT. w r" " SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR (631) '965 ...5020,FA (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. OR - 1.006 ACRES P.O. BOX X09 -"-' SOUTHD, MY 11971 T 16-020 bp 6 JAN — 3 2019 SURVEY OF PROPERTY, _J0. a t ORIENT " �owi or, sotrr 'L TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-25-04-11.10 LOTG1 SCALE: 1"-40' VACANT MA Y 11 , 2016 JUNE 27, 2016 (REWSIONS) _ MAY 14, 2618 (PROPOSED HOUSE) MAY 25, 2018 (WELL LOCA TED) JUNE 5, 2018 (CO DETAIL) JULY 26, 2018 (SCDHS COMMENTS) AUGUST 9, 2018, (RENIS/ONS) N87'40'40"E 173.66' _ ar. q 17.4 - OCTOBER 10, 2018 (SITE PLAN) PROPOSED WELL axf j ACCESSORY STRUCTUREOCTOBER 18, 2018 (S/TE PLAN) -EXISITING TEST WELL" — — — — — q — . REAR YARD SETBACK —7 r — I JANUARY 4, 2019 (FOUNDATION LOC.) ci I / I Q PROPOSED IctI 0 { U IN-GROUND / SWIMMING PO00 ^d Y, 1-1 1� r a-��n �K— 17.6�e.2' Or 1 loc VACANT 28.1 SLA 7r OR o>~ER STOPPER ao � � l SVIr.�ec cro�Ex ar Pluc W 15.0' I 1 s.<'^ 3.4'N� I /UQ OJ VACANT l O � 17.7' 9.2 20.0 Z/ M SEWR PIPE y y/ I FOUNDATION N Q/ / TOP OF FOUND. 19.2' aol ELBOW d• o 60,WYE CLEAN OUT DETAIL y i ► zo 4)► / ?��, NOTE. M SUBSURFACE SEWAGE DISPOSAL ` B�/�/Ncx"16'4 SYSTEM DESIGN BY- — _ Lopr 60 O EDGE OF PAVEMENT JOSEPH FISCHEM, PE p' — — J HOBART ROAD �rs.01 c pR� Or ,/i\� p SOUTHOLD, N.Y. 11971 N8 p �s a 11I RDAD (631) 765-2954 5 2 40"yy ,+ ` h ' a�� - R QTS 13322, + �CAr7tr«� a y� > P/p£ 0 SAN/TARY DESIGN / Q� a MARIANNE FAHS "E" 4 BEDROOM DWELLING / ` \ ELIZABETH THOMPSON (1) 1250 GALLON SERC TANK / .� DWELLING (2) 8' DIA. x 6' DEEP LEACHING POOL (LP) \ (1) 8' DIA. x 6' DEEP EXPANSION POOL (EP) OO i ti LOT 1 KEY `v VACANT Q = REBAR ® = WELL �� do- \ ?s � = STAKE � \ 1toy y� — TEST HOLE • = PIPE -- ® = MONUMENT OFF = WETLAND FLAG sEPnc j cQ-) = U77UTY POLE = HYDRANT KING ATR TEST HOLE DATA McDONALD GEOSC/ENCE OJ-09-16 16.0' DARK BROWN LOAM OL 0.5' BROWN SILT ML 3' BROWN FINE TO COARSE SAND SW 10' PALE BROWN FINE MEDIUM SAND SP 14.4' WATER IN PALE BROWN FlNE MEDIUM SAND SP 17' NOTE.- WATER ENCOUNTERED 14.4' BELOW SURFACE g'`� 4,-q'•est_ �� SITE PLAN LAYOUT DESIGNED BY "RYALL SHERIDAN LOT NUMBERS REFER TO "MAP OF ORCHARD STREET FARM" y)'" ARCHITECTS FILED IN THE SUFFOLK COUNTY CLERKS OFFICE F ELEVA77ONS & CONTOUR LINES ARE REFERENCED TO NAVD 88 ON FEB. 23, 20OZ AS FILE NO. 11498. ; ANY ALTERATION OR ADDITION TO THIS SURVEY IS A V/OLA77ON OF SEC77ON 7209OF THE NEW YORK STA 7E EDUCATION LAW. - C. NO. 49618 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77nCA77ONS •`- "" HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA = 43,655 SQ. FT. PECONIC-SlYRVEYORS, P.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ^ c' (631) 765-5020 FAX (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. OR = 1.00^6 ACRES P.O. BOX 909 STREET12.30 TRAVELER SOUTHOLD,, N.Y. 11971 16-020 RECEIVE) JUL s 7 2020 FOLK COUNTY DEPARTMENT OF HEALTfi SERVICES SURVEY OF PROPERTY APPROVAL OF OONSTRUCTED WOWS FM a t ORIENT A VINME FAMILY RESIDENC*AND --�gp -, 0 Gakau- TOWN OF SOUTHOLD DetAUG 1 2 2020 N.S.' —Rikf—.No.u-- Lo-T,&-ocsA 7ft semV. s dj~wid water W�j Mc lies 19 INS WAIWI to"been SUFFOLK COUNTY N. Y kwoeeM andlor cerood tP/ft-143 DeFmmn"-dand ted d to 1000-25-04-11.10 be 32#*ctory FOR TOTAL M.Ayj-r�um WMEEDROOMS. .9— 0tOTC0 SCALE: 1 v-4 6 VACANITCraig Knepyr, P.E., Chief MA Y 11 , 2016 rnt.,-Ar A.A JUNE 27, 2016 (REWSIONS) MAY 14, 2018 (PROPOSED HOUSE) MAY 25, 2018 (WELL LOCA TED) JUNE 5, 2018 (CO DETAIL) JULY 26, 2018 (SCDHS COMMENTS) FE AUGUST 9, 2018, (REWSIONS) N87'40'40"E 173.66' 0r1j. OCTOBER 10, 2018 (SITE PLAN) 17.f OCTOBER 18, 2018 (SITE PLAN) WELL JANUARY 4, 2019 (FOUNDATION LOC.) Nt JUNE 26, 2020 (FINAL) JULY 23, 2020 (HD REWSIONS) 0. 2 WATER LINES �)( IN ONE TRENCH Y5 4 EACCESSOR,- ST clq Q� WELL LOCATION E BUILDING SEPTIC LOCATION SLAB -' DW E-18-4- c4 wAv vB C, :Q CLEANOUT IV ST 26' 24' 113.8' 131.8' FR. tq WOOD R/O AROUNDP OPALLANE Ln 2Z6' 38.6' DECK 1 TANK IDW cy) LP2 38 =22' kDECK1 9.6 3.9. v v WOOD 1 9. v s WALL LOT@ 29.0' (LEAN UT Q +/ / v �� �� j / SLAT OR 07HER SrOAlYR END A UAITS 0 N —5.5 -0 2.6-io C N;. PAD SUMABL C01111 VACANT cli OR PlU0 Q. .I VACANT WOOD -13 wBv WALL 17-9' b Zt c'j, !LZ �P2 0.7 Le Lj, GRAVEL SNER PIPE TIMBER 0 EDGING cli cn 2: c*4 s 22.6' 30'ELBOW ARBOR TRELLIS W LPI OVER DECK SEMI ENCLOSED WOOD DECK WITH ARBOR OVER 8 TEST vo*Wfr '10. HOLE 1w, EL16 -0 CLEAN OUT DETAIL "61NELL N7S ELEClR'C METER NOTE. SUBSURFACE SEWAGE DISPOSAL - SYSTEM DESIGN BY• META - GATE EDGIE, OF PAVEMENT JOSEPH nSCHET77, PE HOBART ROADQao. ARFA cr SOUTHOLD, N.Y 11971 --?s2z6 -.1 (631) 765-2954 *,52' 0- fGs ) cv, RM ROAD -- 16 13.3 22' r,* --11 CA rnx 0.?T 4 s Rype 4V N10,1F ML MARIANNE FAHS ELIZABETHELLITHOMPSON DWNG LOT(D KEY REBAR VACANT WELL A = STAKE do. = TEST HOLE • = PIPE AREA = MONUMENT of I - WETLAND FLAG SEP17C,,,' c0-.) = U77UTY POLE - HYDRANT SET TEST HOLE DATA McDONALD GEOSCIENCE 03-09-16 16.0' DARK BROWN LOAM OL 0.5' BROWN SILT ML j, BROWN FINE TO COARSE SAND SW 10, PALE BROWN FINE MEDIUM SAND SP 14.4' WATER IN PALE BROW FINE MEDIUM SAND SP 17' NO 7E.- WATER ENCOUNTERED 14.4' BELOW SURFACE OF . v A - SITE PLAN LAYOUT DESIGNED BY "RYALL SHERIDAN LOT NUMBERS REFR TO 'MAP OF ORCHARD STREET FARM" TAr- ARCHITECTS" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON FEB. 23, 20OZ AS FILE NO. 11498. ELEVA 77ONS & CONTOUR LINES ARE REFERENCED TO NA VD 88 ANY AL TERA 77ON OR ADD177ON TO THIS SURVEY IS A WOLA 77ON OF SEC77ON 7209OF THE NEW YORK ST47E EDUCA77ON LAW 9618 EXCEPT AS PER SEC7701V 7209-SUBDIVISION 2 ALL CER70CA 77ONS LIC. NO. 4 HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY F AREA - 43,655 80. FT. PECONIC4 SUR VE--Y0l?'$,'�',P.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF ME SURVEYOR (631) &51-'i'��,020',P,� (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. OR = 1.006 ACRES P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y 11971 116-020 r SCOTT-MORTON/ CHURCHILL ® ORIENT HOUSE -� REVISION DATE FILING 10.08.18 REVISED 12.04.18 Q fy' r r„,,„ N, >.. _- "o -'"'»""'--.•, r 'f�" ,rte+~ ,,' I' t; i I' I -r - I p[pF$ -- ,'' .{' 1:— �`•,.^'+. �"i-- .. _ - 'f ,r . • .. , ._ _ r _ 'tea.. •.„`f -_ -e '_ NOTES " /'' - ,( 'i' �•„p,.,,,,,w,,,,„,,,,,..,,,...,.-.rn•wp 3 n-.�^"•..w�s�e «-.,_.__ >.....,,,.«-__., ... ....._.._..__ ,-,.,.„., ,.,. i -_.- --� i �'»--�-, -_ - -., ... _ _ 3 ,'F r-d sco MOR �ON CHURCm mILL , OR i"Im ' ml Kim HOUSmm Er�='c L I oft No% Sr�m i - - I I C t PROJECT LOCATION PROJECT INFORMATION DRAWING LIST - i R ADDRESS: 1220 Old Farm Rd Orient, NY 11957 PROPOSED CONSTRUCTION: New Detached Single-Family Residence ARCHITECTURAL APPLICABLE CODE: A000 COVER PAGE&DRAWING LIST 2015 Residential Code of NY State A001 NOTES&ABBREVIATIONS 2015 ECCCNYS A002 NOTES&ABBREVIATIONS -= A003 SCHEDULES TOWN OF SOUTHOLD A004 SITE PLAN INCL. DRAINAGE +GRADING ZONING DISTRICT: R-80 A100 FIRST FLOOR PLAN HEIGHT- A101 SECOND FLOOR PLAN A' 2 Stories. A102 BASEMENT PLAN A103 ROOF PLAN SUFFOLK COUNTY TAX MAP NO. 1000-25-04-11 .10 A200 HOUSE EXTERIOR ELEVATIONS A201 HOUSE EXTERIOR ELEVATIONS LOT AREA PER TOWN CODE: A300 SECTIONS 1.006 acres 43,655 ft2 �/ ,. ^' '�i s ” .. " ✓" �, �, .� A500 DETAIL WALL SECTIONS �' BUILDING SQUARE FOOTAGE: D IF ! NET SF GROSS SF / E100 FIRST FLOOR ELECTRICAL PLAN 1 % E101 SECOND FLOOR ELECTRICAL PLAN �, DEC O %r House E102 BASEMENT ELECTRICAL PLAN i./ Basement: 887 ft2 Basement: 887 ft2 / Ground Floor: 1718 ft2 Ground Floor: 1936 ft2 M100 FIRST FLOOR MECHANICAL PLANS - Upper Floor: 498 ft2 Upper Floor: 734 ft2 / M101 SECOND FLOOR MECHANICAL PLAN TOWN ORIENT Total: 3103 ft2 Total: 3557 ft2 \ M102 BASEMENT MECHANICAL PLAN 0 1 r i,- �. .- �'•. .. �' _. ®e ... STRUCTURAL RYALL SHERIDAN ARCHITECTS S-1 FOUNDATION PLAN 174 5TH AVENUE, SUITE 300 1220 OLD FARM ROAD S-2 FIRST FLOOR FRAMING PLAN NEW YORK, NY 10010 S-3 SECOND FLOOR FRAMING PLAN 646-809-4343 www.ryallsheridan.com S-4 ROOF FRAMING PLAN PROJECT#: 1801 DRAWN: NC d� �M=.Qr�' +01 CHECKED: WR DATE: 12.04.2018 IPA �0 ors 0A Or N, 'IOP SCALE: N/A CE=C'�Rir pjl,�, p � f..� COVER PAGE & ORIENT, NY D DRAWING LIST Not To Scale DEC 10 2018 DD r TOWN OFSOUTUCL D A 000 i ABBREVIATIONS TYPICAL WALL TYPE SECTIONS TYPICAL FLOOR TYPE SECTIONS ENERGY CODE COMPLIANCE SCOTT-MORTON/ CHURCHILL ADJ ADJACENT INTERIOR AFF ABOVE FINISHED FLOOR 3/4"wooD FLOOR OVERORIENT HOUSE ALUM ALUMINUM 3/4"PLYWOOD SUBFLOOR Generated by REScheck-Web Software AMPS AMPERES ANOD ANODIZED APPD APPROVEDCompliance Certificate A-V AUDIO-VISUAL 5/a GWB f 3/4"PLYWOOD SHEATHING BD BOARD 2X4 WOOD STUD Q 16"O.C. ALL SEAMS TAPED W/ B.O. BOTTOM OF BOT BOTTOM BATT INSULATION BETWEEN STUDS 9 1/2"TJI BSMT BASEMENT Project Scott-Morton Churchill House CIP CAST IN PLACE 1/2"X3"PAINTED WOOD TRIM BATT INSUL.FOR SOUND ATTENUATION REVISION DATE CJ CONTROL JOINT Energy Code: 2015 CL CENTER LINE IECC FILING 10.08.18 CLG CEILING Location: Southold, New York CLG CLEAR 5/8"GWB Construction Type: Single-family REVISED 12.04.18 Q CMU CONCRETE MASONRY UNIT Project Type: New Construction COL COLUMN Wi TYP.INTERIOR 2X4 PARTITION Fi NP.WOOD FRAMED FLOOR Conditioned Floor Area: 2,216 ft2 CONC CONCRETE Glazing Area 39% CONT CONTINUOUS Climate Zone: 4 (5572 HDD) CPT CARPET Permit Date: CT CERAMIC TILE Permit Number: DBL DOUBLE DEMO DEMOLISH OR DEMOLITION Construction Site: Owner/Agent: Designer/Contractor: DIA DIAMETER DIM(S) DIMENSION(S) 5/8 GWB DN DOWN 2X6 WOOD STUD Q 16"O.C. DR DOOR REINFORCED CONC.SLAB DTL DETAIL BATT INSULATION BETWEEN STUDS _ DWG DRAWING EA EACH 1/2"X3"PAINTED WOOD TRIM - VAPOR BARRIER Compliance. 44.5%Better Than Code Maximum UA: 838 Your UA: 465 Maximum SHGC: 0.40 Your SHGC: 0.39 EL ELEVATION The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. o^ It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. NOTES ELEC ELECTRICAL04 ELEV ELEVATOR OR ELEVATION � XPS RIGID INSUL. Envelope Assemblies EPDM ETHYLENE PROPYLENE DIENE M-CLASS(ROOFING) - EQ EQUAL EXIST EXISTING /W2\ INTERIOR 2x6 PARIIIION EXT EXTERIOR FIXT FIXTURE 'a' COMPACTED,COARSE GRAVEL FILL ILII=illi ILII 1111-1111=ILII-II!i=111-1111-1111 _ „- �_ �, _ w _v u �y� s 4uMS AL . f uAui FLR FLOOR GALV GALVANIZED EXTERIOR 1111=1111-1111=1111 Illi ILII ILII III! II,=11 Skylight:Wood Frac ILII Illi I�� ILII-1111-1111 ILII Illi II -I. Bilin GA GAUGE III'-1111 ILII ILII-II -1111 III LII 1111- 9 g (no attic) 1,775 48.0 20.0 0.015 26 L.� ILII ILII-1111 III II ILII ILII ILII ILII me 24 0.420 10 GWB GYPSUM WALL BOARD =1111=1111=NII=1111=1111,=1111=1111=1111=!'1!=11 SHGC:0.23 HM HOLLOW METAL =1'11=1111=1111=1111=1111=1111=1111=1111=1111=!111= Skylight:Wood Frame HR HOUR BLOWN-IN DENSE-PACKSHGC:0.23 HT HEIGHT 18 0.420 8 CELLULOSE INSULATION 3/4"PLYWD SHEAIING Skylight:Wood Frame 18 0.420 8 HVAC HEATING, VENTILATING, AND AIR CONDITIONING i SHGC: 0.23 ILO IN LIEU OF EXTERIOR WATER-RESISTIVE BARRIER F2 BASEMENT SLAB FLOOR INSUL INSULATED OR INSULATION i SOLITDC FRONTA QUATTRO WIND/AIR-TIGHTWall:Wood Frame, 16"o.c. 3,731 22.0 15.0 0.029 64 INT INTERIOR WRB(VAPOR OPEN)-TAPE ALL SEAMS W/ Door#3: Solid Door(under 50%glazing) 35 0.140 5 JT JOINT ` TESCON INVIS TAPE(BLACK) LBS POUNDS 3"XPS RIGID INSUL. Door#26: Solid Door(under 50%glazing) 21 0.140 3 MAX MAXIMUM INSULWEB NETTING Door#10:Glass Door(over 50%glazing) 98 0.180 18 MO MASONRY OPENING SHGC:0.40 MECH MECHANICAL VERTICAL FURRING Door#5: Glass Door(over 50%glazing) 51 0.180 9 MEMBR MEMBRANE % HORIZ•WD SIDING SHGC: 0.40 MFR MANUFACTURER 2X6 WD STUD Door#4: Glass Door(over 50%glazing) 38 0.180 7 MIN MINIMUMSHGC: 0.40 MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD 51/2" (R22) 3" (R15) Door#8:Glass Door(over 50%glazing) 155 0.180 28 MTL METAL SHGC: 0.40 MW MILLWORK TYP.EXTERIOR WALL Door#7: Glass Door(over 50%glazing) 229 0.180 41 NIC NOT IN CONTRACT W3 SHGC: 0.40 NO NUMBER Door#30: Glass Door(over 50%glazing) 32 0.180 6 NOM NOMINAL SHGC: 0.40 OC ON CENTER Window#2:Vinyl Frame 78 0.180 14 OH OPPOSITE HAND SHGC: 0.40 OZ OUNCE PERP PERPENDICULAR PL PLATE II!I=I'II=11 Project Title: Scott-Morton Churchill House Report date: 11/16/18 1111=111!= Data filename: Page 1 of10 PLAM PLASTIC LAMINATE � =' = DAMPPROOFING PLUMB PLUMBING -1111-1111- 1111=11'1=!I. PLYD PLYWOOD D ILII I-1111=11 CONT.DRAINBOARD COVER PT PRESSURE TREATED a PNT PAINT _ - -7111 17, IIIL PTD PAINTED =11!1=1111= XPS RIGID INSUL. PVC POLYVINYL CHLORIDEILII I�ILII II II RAG RETURN AIR GRILLE - _ = REINFORCED CONCRETE WALL 1111=1111= RBR RUBBER III=_III_ II RCP REFLECTED CEILING PLAN - =ILII-TIL_ w r RD ROOF DRAIN 11" 3 (R15) ' ,t READ REQUIRED RM ROOM4. Fw.•...._......- .. _. . 4 _w ._ w �il _ SCLU STRUCTURAL CEILING LEVEL(UNDERSIDE) Window#12:Vinyl Frame 16 0.180 3 SHT SHEET W4 TYP.BASEMENT WALL SHGC: 0.40 SIM SIMILAR Window#13:Vinyl Frame 31 0.180 6 SPEC SPECIFIED OR SPECIFICATION SHGC: 0.40 SPK SPRINKLER Window#14a:Vinyl Frame 32 0.180 6 SSD SEE STRUCTURAL DRAWINGS SHGC:0.40 SSTL STAINLESS STEEL Window#14b:Vinyl Frame 113 0.180 20 STC SOUND TRANSMISSION COEFFICIENT TYPICAL ROOF TYPE SECTIONS SHGC: 0.40 STL STEEL Window#15:Vinyl Frame 33 0.180 6 STRUCT STRUCTURE OR STRUCTURAL SHGC:0.40 T&G TONGUE AND GROOVE Window#11:Vinyl Frame 40 0.180 7 TEL TELEPHONE SHGC: 0.40 T.O. TOP OF Window 12:Vinyl Frame 28 0.180 5 TOC TOP OF CONCRETE SHGC: 0.40 TOS TOP OF STEEL SNAP LOCK STANDING SEAM METAL ROOF Window#21:Vinyl Frame 16 0.180 3 T/D TELEPHONE/DATASHGC: 0.40 1/2"POLYISO COVERBOARD UNO TYP UNLESS NOTED OTHERWISE Window#19:Vinyl Frame 128 0.180 23 U/S UNDERSIDE SHGC: 0.40 ¢ 0 'C Energy Window#18:Vinyl Frame 64 0.180 12 V VOLT 4"XPS RIGID INSULATION SHGC: 0.40 • VAV VARIABLE AIR VOLUME VIF VERIFY IN FIELD Ef �CI��C ®I L� I �Ce Window#17:Vinyl Frame 64 0.180 12 3/4"PLYWOOD SHEATHING �/ ��rr SHGC: 0.40 W/ WITH ALL SEAMS TAPED W/ WD WOOD Window#16:Vinyl Frame 51 0.180 9 WP WATERPROOF 0 SHGC:0.40 WRB WATER-RESISTIVE BARRIER 11 7/8"TJI Window#6a:Vinyl Frame 42 0.180 8 SHGC:0.40 . pP Window#6b:Vinyl Frame 21 0.180 4 BLOWN-IN DENSE-PACK SHGC:0.40 RYALL SHERIDAN ARCHITECTS CELLULOSE INSULATION Above-Grade Wall 37.00 Window#4b:Vinyl Frame 17 0.180 3 174 5TH AVENUE, SUITE 300 SYMBOLS T INSULWEB NETTING Below-Grade Wall 15.00 SHGC:0.40 NEW YORK, NY 10010 Lf Window#5b:Vinyl Frame 24 0.180 4 646-809-4343 www.ryallsheridan.com Floor 0.00 SHGC:0.40 KEYNOTE 1/2"FINISH GRADE PLYWOOD Ceiling / Roof 68.00 Window#20:Vinyl Frame 5 0.180 1 SHGC: 0.40 Ductwork (unconditioned spaces): Window#28:Vinyl Frame 44 0.180 8 PROJECT#: 1801 00 DOOR TAG R1 STANDING SEAM METAL ROOF �r • , SHGC:0.40 180 3 Window#29:Vinyl Frame 15 0 . ♦� Ilr pAkD A - ..' a.. ��.� if '�6 (% Window 0.18 0.40 SHGC: 0.40 DRAWN: NC EXTERIOR WINDOW/ Basement: Solid Concrete or Masonry 887 0.0 15.0 0.043 38 00 DOOR TAG WHITE EPDM MEMBRANE Door 0.18 0.40 Wall height: 7.8' Skylight 0.42 0.23 Depth below grade: 7.8' CHECKED: WR 1/2"POLYISO COVERBOARD Insulation depth: 7.8' XX-0 MATERIAL TAG tUO)�«yR,.Y� �I Al e +Jy 1'y ( c o- Y Crawl: Solid Concrete or Masonry 1,019 0.0 15.0 0.054 37 - i Wall height: 3.0' DATE: 12.04.2018 A �y c Heating System: Depth below grade: 3.0' 9� - 01 Q,+ C14 4"XPS RIGID INSULATION Insulation depth: 3.0' p f N f W .40 Cooling System: SCALE: N/A X d Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other 3/4"PLYWOOD SHEATHING Water Heater: ELEV REFERENCE (DWG #/SHT#) calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in AXXX ALL SEAMS TAPED W/ REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 11 7/8"TJI Name: Date: r` Name-Title Signature Date NOTES & X BLOWN IN DENSE-PACK Comments ABBREVIATIONS SECTION REFERENCE (DWG #/SHT#) � CELLULOSE INSULATION AXXX T T INSULWEB NETTING DETAIL REFERENCE (DWG #/SHT#) -•-�-T•-•-- -9•y --- r- _ ___.�. 1/2"FINISH GRADE PLYWOOD Project Title: Scott-Morton Churchill House Report date: 11/16/18 all Data filename: Page 2 of 10 R2 EPDM ROOF 002 EXTERIOR DOOR/WINDOW SCHEDULE # LOCATION - (WIDTH -- _- -- HEIGHT- R.O. WIDHT 1R.O. HEIGHT- _-�- -U-FACTOR I DIVISIONS_ EXT LAMINATED I INT. TEMPERED- NOTESCO -TTMO TON/ R 2 KITCHEN 161611 - 419 5/8" Y N LIFT&SLIDE WINDOW CHURCHILL 3 ENTRY __ - - _ 43 1/2 _ 71-0 7/8"- - _ ___ -_ _ -_-_ - -__ -N/A --- N/A INSULATED WOOD DOOR - OUTSWING 4a LIVING/DINING 3'9 1/2" 8'3" - - Y Y GLASS DOOR - OUTSWING ORIENT HOUSE - LIVING/DINING - 3'9 3/8" 4'4 1/2 --- -- -- - - YI -- N - FIXED -- Y - Y 5a LIVING/DINING _ -- I- - GLASS DOOR - OUTSWING __- --- - --- --_ ._ 5b LIVING/DINING_ - 3'9 3/8" 4'4 1/2" - -_- - - — - -�- - --Y N FIXED _ 6a (LIVING/DINING - -_ 4'3" 813" Y Y FIXED - - 4 3 6b LIVING/DINING-- ,- -_ _ -___- 44 1/2"->57 1/4" Y N FIXED_ 8'3" Y - - -- Y _ - SLIDINGTWO OPERABLE, ONE FIXED _DOOR - _ - 7 LIVING/DINING -- 25 2 1/4 - -- - -- -- - - - - - - - 8 1LIVING/DINING- 162 1/8" 8'3" _ _ — Y Y SLIDING DOOR - REVISION DATE 9 (BEDRM 1 3'5 3/8" 8'2" - Y - - - - Y FIXED - - - FILING 10.08.18 10 '0 1 1 1 0 - - -8- Y2 Y - - Y - LIFT&SLIDE _1 1 _jBATH BATH 1 - 6'0 1/4" 6'1 - Y - REVISED 12.04.18 - FRENCH WINDOWS Q 12 IBEDRM 3 4'01 4'0" - -- - - - -Y - --- N --TILT/TURN 13 BEDRM 2 - - ---81011----- - 41011 -- - -T- -- ---- --- ---- --Y - N- - TILT/TURN-W/ FIXED_ 14a STAIR 3'11" 7'6 5/8" — ---- ------ - -- - 1 I Y ---- - ---- - -- N-- - - FIXED-- 14b STAIR 14'6 1/4" - -_-_- 7'6 5/8" _-' 1 Y--_- -)_ _N FIXED ----- - - - -- - --- -- - - - -. . . . --- 15 - --- ENTRY- 4'8" -- - - -7'3 3/8°--- -- Y N FIXED - - 16 LIVING/DINING 8'6" 5'7 1/4"->8'0" --- - -Y N — FIXED ------ ----- g�61� 8�0� -- -- - - - - Y N17 --- FIXED-- - -- --- -- -- - - 18 LIVING/DINING 816" 8'0" Y N FIXED_ 19 LIVING/DINING 16'2 1/8" 81011 -- - - - -- - ---1- ---- - ---- - Y------- ------ --N----- ----1 FIXED-- - - -- - - 11 -- --- - 1 11 --'-- - - - --- ---- ------ ------- - - ---- --- -- Y I Y ITILT/TURN 20 _ BATH 3 1 8 I __1 8 _ 21 BEDRM 3 -_-__ 3 0 I 3 6 (TILT/TURN _ ♦- 2-""6 e f-'�-`KIT HEEN . ®N/Q� % - e EES "r` 0L N/A �N UI.•.h 00r),CAD rWG LF ( $ODE;R . 28 Y Y FIXED .. NOTES _ 900 _ - - - 1 Y N FIXED 30 OFFICE 3 /� -- -- �0.1 7- ---1- �0��--- - ---- ---- ! ------ ---- ----__ - --- -- - -- --- - N/A --- � - -N/A --- INSULATED INSWING DOOR---- ---- - --- 1 29 OFFICE _— � _ 2 -- 1 - - - - - -- - --- ----- - --�- - --- e,► � a '... .►A+r s� r. r .11, .01, s.•/ .01 w /� r. /ems /� ` .. �� �. 0 `. e1� sA.. ..�� w ^wY ...'��r .n./� ... /� ... �'1 .,,. /� wl� � /Ss ��Y .e I �se�s ®�'�. .�^w r/sem/� �w /�► .� /e .��'� /�� /v� SKYLIGHT SCHEDULE # LOCATION I WIDTH (HEIGHT- R.O. WIDHT I R.O. HEIGHT -- (MATERIALS_- U-FACTOR (NOTES - -- 1 _ BATH 1 1 310" 6'0" __fDouble pane, wood frame 0.4 - 4 1 BATH 3 6'1 1/2" 1 2'1 3/8 I. Double ane wood frame 0.4 X2 3 BATH 2 I_ 2 1 1/2 4 1 1/2 Double_ ane _wood frame 0.4 I INTERIOR DOOR SCHEDULE LOCATION # I WIDTH- - --I HEIGHT I R.O. WIDHT I R.O. HEIGHT MATERIALS ---_ - HARDWARE 1 NOTES 1 MUDROOM 3'0" 7'0" I 1 3/4" SOLID CORE WOOD - PREHUNG-FLUSH-PANEL _I 3 LAUNDRY 2T611 71011 1 3/4-1-1-SOLID- /4" SOLID CORE-WOOD PREHUNG FLUSH PANEL 4 BEDRM 1 31011 1 7 1 3/4 SOLID CORE WOOD- --I PREHUNG FLUSH PANEL t 11 - - �0�� i 3/-4" 5 BATH 1 —2'6" _- 71011 __ 1-3/4" SOLID CORE WOOD PREHUNG FLUSH PANEL - - 6_ LIVING/DINING I 8'611 I 8'0" -- 1 3/4" SOLID CORE WOOD - . _ -_ ISLIDING_FLUSH-PANEL 7 BATH 2--- - -- 261t 7011 -- - - - 1 3/4" SOLID CORE WOOD PREHUNG FLUSH-PANEL 8 _ BEDRM-2 - --- 21611 I 7 0 JI- __ __ 11 3/4" SOLID-CORE WOOD - PREHUNG FLUSH-PANEL 9A BEDRM 3 2'6" 71011 11 3/4" SOLID CORE WOOD PREHUNG FLUSH PANEL 9B BEDRM 3 - _ 2'6" 51011 1 3/4" SOLID CORE WOOD PREHUNG FLUSH PANEL 10 BATH 3 2'6" 710" 1 3/4" SOLID CORE WOOD PREHUNG FLUSH PANEL 11A BASEMENT 3'0" 3'0" - 1 3/4-_11 SOLID CORE WOOD- _ _ FLUSH PANEL --- - - - 1 1 B BASEMENT I _ 3'0" - 3'0" 1 .3/_4"_SOLID-CORE WOOD_- _ __ 1 FLUSH_PANEL- PLUMBING FIXTURE SCHEDULE TBD LIGHT FIXTURE SCHEDULE TBD Y RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 MILLWORK SCHEDULE 646-809-4343 www.ryallsherdan.com TBD PROJECT#: 1801 aE D �b�s aRoti DRAWN: NC Qb' Ar�� #� CHECKED: WR `/ 1F DATE: 12.04.2018 9�, ~� 0150A� �- AOR NEW r O SCALE: N/A SCHEDULES SCOTT-MORTON/ CHURCHILL ORIENT HOUSE STEEL OR WOOD FENCE POST @ 10' MAX STEEL OR WOOD FENCE POST @ 10' MAX SPACING W/WIRE SUPPORT. SPACING W/WIRE SUPPORT. 36"MAX 36" MAX HEIGHT HEIGHT GEOTEXTILE FILTER FABRIC GEOTEXTILE FILTER FABRIC SECURED TO UPSTREAM SIDE OF SECURED TO UPSTREAM SIDE POST/TOWARDS EARTH DISRUPTION REVISION DATE OF POST/TOWARDS EARTH EAVE DISRUPTION FILING 10.08.18 REVISED 12.04.18 Q =Illi =1 f � u II 4'-0" }I_ r �I z III II' IIII II II I� Ifl II IIII IIII '�III 'I 1 B = 1111 Ijlll_4 ` =111 1111 _ z II I J=1 2-0 �I_ r �I III 1111 II III -1, N -IIII I =IIII IIII II PI_))IIII 1= IIII -II _ I 4"X6"TRENCH W/COMPACTED 1h 61 II BACKFILL IIII it rfl _1 3/4 MIN. DRAIN ROCK IIII I�IIIIIImill IIIIIIIII ' :i ~+' Y , ,ti,z, GEOTEXTILE FABRIC: MIRAFI 140N - ,''IIII ill�l III = IIII IIII=III � �'`" ` r IIII 11' i-IIII-III Al 1/2" DIA.PEAGRAVEL TRENCH DETAIL INSTALLATION W/O TRENCH =IIII=IIII=IIII=1fJ=IIII=IIII-IIII=IIII=IIII =1111 IIII=IIII_=I'I=IIII=III IIII=II i=IIII=IIII=IIII=IIII=III'=PiII -----------�DL---- ------0------------9 SCOTT-MORTON/ CHURCHILL 4 ORIENT HOUSE C? -------------------------------------- ;Li-------- - ----------------------------- ----- REVISION I DATE FILING 10.08.18 REVISED 12.04.18 A300 coL————————————————————— ———————————— 3 FLOORPLAN KEYNOTES co F—————————————————————————————————— 1. FOUNDATION WALL 04 2. CONIC. PIER SUPPORTIN COLUMNS 1 3. SONCTUBE PIERS 4. WOOD FRAMED DECK ABOVE 5 5. INSULATED CRAWL SPACE W/RAT SLAB FLOOR 6. ACCESS TO CRAWL SPACE <\ EXPOSED CONCRETE SLAB 71-911 ——————————————————————————————————-L ————————————————————————————--i r 3- r————— —————————— ——— —————— ————————————————————————————— 6 4 -L Z/�A 3�NOO CA) tf- BASEMENT r------------------i Fi-il F -8'-7 1/2" ——————————-- 04 —————————— ————— ———————————————————————— I!C=)l F-——————I r- FC=)] co 184'�-o---------------------- T 3 -4 5 to p ip L-———————————————————- ————————— r---I FM L--------------------------- ----------------------- ZKA3\00 ol co 4 12'-6 3/4" _j wo .0 o- oo RYALL SHERIDAN ARCHITECTS A300 ——————————J 174 5TH AVENUE, SUFFE 300 2 NEW YORK, NY 10010 646-809-4343 www.ryallsheridan.com [C:13 fT*\ 04 I PROJECT#: 1801 2 %ol Al?o Oft S Rt— IDRAWN: NC 04 CHECKED: WR 60 IDATE: 12.04.2018 0- 01 Z� -40 C. 21'-10 1/4" 1 SCALE: 1/4'=V-0" F=-1 L-——————————————————————————j BASEMENT FLOOR PLAN r-------------------------------I &�BASEMENT PLAN iEd ' A 10 �2 ��OO n SCOTT-MORTON/ CHURCHILL ORIENT HOUSE REVISION DATE 4 ` jl FILING 10.08.18 REVISED 12.04.18 A300 '; , �; i co 3 FLOORPLAN KEYNOTES co 1. METAL CHIMNEY FLUE 04 2. TRIPPLE PANE SKYLIGHT. 3. SOLAR PANELS ON OFFSETS OVER EPDM MEMBRANE. 2 i 1PII 4. ZINC COATED COPPER GUTTER W/ FRENCH DRAIN BELOW. 6. IPE PERGOLA. SNAPLOCK GALVANIZED STEEL STANDING SEAM ROOF PANELS ------------------ ------ ----------- ------- ------- 0 ---------------------------------------------- -------------------- =---77------ -77-7----- ------ w.w ..a. ......* . . .. ....... w a IeA300 . .. ..... .... . ....... .... ...... ------------- . ....... ........ --- -------- ......... q .. .. ..... . A200 I ...............—... .. ........ ... . --------------- -------------- ------77-77-7- ---------- w0:.: ......— . .. ........ .. ........... .. ......... .. ... ... zt .. .. . .. .... ....... ........ .. .... . ..... ..... .. ..... ....... .. .. cr) --—------------ - - ------- - ------ ....... 0 ... ... .... .... . . ..... .. .................. ....... ............ ....... .......mr. ..... ....... . .. .... c\I ............ ...... ...I..... . ........ ........ . ......... -------------- ----------- ------- ------ ------- ------- -- ------ --------------------------------------------------- ......... .. . ...... .... ... i' c . ....... .. . ji 2 ° ii 'e --------------*-*-::----*�'-*-*�-* ------------------------------ A�300 4 A300 RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 2 cl 646-809-4343 www,ryallshoddan.com - 0 V PROJECT#: 1801 0 4Q 0 DRAWN: NC S. f N CHECKED: WR DATE: 12.04.2018 I.J1. 0- 0150 N 0 pp* 21'-10 1/4" SCALE: 1/4"=T-0' \wv 140 ROOF PLAN J V I -A ROOF PLAN i 1/4'1=1 1011 N SCOTT-MORTON/ CHURCHILL ORIENT HOUSE REVISION DATE FILING 10.08.18 REVISED 12.04.18 ELEVATION KEYNOTES 1. ZINC COATED COPPER GUTTER PROJECTING 2' FROM FACADE 2, METAL FLUE 3. IPE PERGOLA/SCREEN ------------------------------ ------------------ Second FIr Ceiling ----7�v PAINTED/STAINED, SQUARE +16'-8" EDGE IX6 CEDAR BOARDS WD 6 PAINTED 1X6 T&G BOARDS 13 SNAPLOCK GALVANIZED STEEL P STANDING SEAM ROOF PANELS 00* Second Level FIFE —------------ +9'-2" ------- - WD 5 </D-5 2 A IWD-6> Entry Level FFE 01-01, (+1ASQ� 1 EAST ELEVATION 2 Second FIr Coiling +16'-8" RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 14b 646-809-4343 www.ryallsheridan.com PROJECT#: 1801 Second Level FFE `g EFtED q c1 +9'-2" S. 4 I DRAWN: NC CHECKED: WR <WD-5 DATE: 12.04.2018 01W / ----- --------- ---- --- —1 -------- -------- -- - O 4a 5a Op NEW 14 0 SCALE: 114"=1'-0. li Entry Level FFE 0'-0" (+17'-9" ASL) EXTERIOR ELEVATIONS doo 2 NORTH ELEVATION An A 0 0 SCOTT-MORTON/ CHURCHILL ORIENT HOUSE REVISION DATE FILING 10.08.18 REVISED 12.04.18 Q ELEVATION KEYNOTES 1. ZINC COATED COPPER GUTTER 2 PROJECTING 2' FROM FACADE 2. METAL FLUE 3. IPE PERGOLA/SCREEN I I + - _ —' ' �—" � ------------------- - ------------- -------------------- ---- Second Fir Ceiling--"-- — -" -- --- — — — — — — — — — PAINTED/STAINED, SQUARE O EDGE 1X6 CEDAR BOARDS WD-6 PAINTED 1X6 T&G BOARDS <v L v O SNAPLOCK GALVANIZED STEEL W 19 MTS 1 STANDING SEAM ROOF PANELS SecondLev I : -- -- — -- -- -- -- -- -- — -- -- -- -- --- —T — — — =' aT = -- -- -- -- — — -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ---- -- --- — — e FFE u -- V - - -- -- - - - - - — t bo - ->t 30 -5 _ -_ �OA'u-- WD � 3 --,WD-6> -- Entry Level FFE � � '® . �e ,,, s s q r`*.� a�r. .." ... .•"/ 0'-0" (+17'-9" ASL) 1 SOUTH ELEVATION — -- -- -- -- -- — -- __ -- -- -- -- -- -- -- -- -- -- — -- Second Fir Ceiling - - -- +16'-8" 20 �' ---- ----- - - -_ -_- RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 646-809-4343 www.ryallsheridan.com 16 17 18 ' 6b - 21 r- 2 PROJECT#: 1801 , ----------- —------— _ — — — Second Level FFE ti r v 4 A II9-2 - -- - - L- - -- - - --- - - - -- - -- - -- DRAWN. NC gw� r�� 'j►A ------------------ ---1 - — - - - - - - - -- - - -- - - --- - . .. - CHECKED: WR 1 �. W 5 DATE: 12.04.2018 i O 6a ( )7 26 9 O� SCALE. 1/4"=1'-0" I i i I i ;-- F-- -- ---- --� -- I -- - - - - ---------- ---- - ---- ---- � ---- ---1 t --- -- - Entry Level FFE I -- ------------------------------------------ ------------------ - - - --- --- EXTERIOR ELEVATIONS 0'-0" (+17'-9"ASL) 2 WEST ELEVATION 1/4"=1'0" SCOTT-MORTON/ CHURCHILL ORIENT HOUSE LL REVISION DATE D j I FILING 10.08.18 REVISED 12.04.18 0 / I � ! I I j I I \ j ERV Boosr j I j A ELECTRICAL PLAN KEYNOTES I \ GR / EXTERIOR ROLL DOWN SCREENS AE)GFI \ ❑ p DW \ ROLL-DOWN SHA ES i GFI / a LL \ /----'�/---- —\-\ -- --------- \ - /(2k\ Cc D Z:z:: ---- \ \\ D I \ co � I 1 ZI I I 0 LuI t D \ ❑ \ `\ / O 1 ERV BOOST w I - / \ TO FIXTURE — / --- -- -- ------i \ ABOVE ( TO FIXTURE \ / ® \ 1 , BELOW � r,#I p \ 1 /Y I II I I - I I GFI ___- _ i RYALL SHERIDAN ARCHITECTS - - 174 5TH AVENUE, SUITE 300 i NEW YORK, NY 10010 / 646-809-4343 www.ryallsheridan.com I / / PROJECT#: 1801 'C ER k'O AA / DRAWN: NC CHECKED: WR t DATE: 12.04.2018 9 �� 01e0� Op RIExv ,4 I p SCALE: 1/4"=1'-0" I FIRST FLOOR ELECTRICAL PLAN i I EWA i HOUSE FIRST FLOOR ELECTRICAL 1 ' 1/4"=1'0" 00 N Q----------- OL-----------Q------------0 SCOTT-MORTON/ CHURCHILL I ORIENT HOUSE I I I i I I � I I � I I , I L-----------------------------------------I REVISION DATE FILING 10.08.18 REVISED 12.04.18 Q ELECTRICAL PLAN KEYNOTES LIEU it II I I II jj � II II II I � II II II � I I II II I II I � I II II I II II I � � I II II ,, 0 I e { ; I ` ` I e t I DFEP r I � / I I RYALL SHERIDAN ARCHITECTS I 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 I 646-809-4343 www.ryallsheddan.com I mI Q PROJECT#: 1801 , `g�ERe.D qqc� I DRAWN: NC b� '��p� S. R� I CHECKED: WR DATE: 12.04.2018 a oleo P4 f OpHgW rSCALE: 1/4"=1'-0" BASEMENT -------------b ELECTRICAL PLAN 10 (:DBASEMENT ELECTRICAL Fl� Pom N ------------ -------------Q-------------g SCOTT-MORTON/ CHURCHILL ORIENT HOUSE I I I I I I i REVISION DATE FILING 10.08.18 ® REVISED 12.04.18 Q ll ERV EX 24 cfm ERV O OA 24 cfm ------ MECHANICAL KEYNOTES f- MECHANICAL EQUIPMENT &SPECIFICATIONS DN HEAT PUMP: Mitsubishi PUMY-P60NKMU-BS w/1 branch box FRESH AIR INTAKE MIN.36" DN f- Mitsubishi PUMY-P36NKMU-BS ABOVE GRADE AHU-1: UP DN Mitsubishi PEFY-P30NMAU-E3 AHU-2: CP Mitsubishi PEFY-P18NMSU-ER2 ERV AHU-3: 12 cfm ——DN Mitsubishi PEFY-P18NMSU-ER2 THERMOSTATS: DN Mitsubishi MHK1 (3 total). Leave set for space temperature sensing at t-stat, do not use return air. O -------- DUCTWORK: 26 gauge galvanzied sheet metal w/1/2" liner I (unless noted otherwise).Submit shop drawings for review& coordination. I I I I ERV OA 24 cfm I ENERGY RECOVERY VENTILATION ERV Zehnder ComfoAir 350 I I I DUCTS Interior Distribution: 3" Zehnder ComfoTube ERVI I Exterior Supply/Exhaust 5/6" Comfotube (per EX 36 cfm I I manuf.) '/_. ,�/ .. ., ✓ . Ov.. ..v.• •• ..' • `�. `,, ...` \------ / O ___?� � DIFFUSERS 0 \ / I Supply Zehnder KE 125 t a Return Zehnder STB-1 Housings Zehnder TVA 75 (2/3 I DN I pod) UP CONTROLS ( sense Controller 3) Remoote Control Timers (boost) I I ERVC e I OA 24 cfm ! j GRILLE NOTE: I I IP O I REFER TO RCP & INTERIOR ELEVATIONS FOR ! 0 �` I II I GRILLE/REGISTER DIMENSIONS DN FRV / IX 24 cfm I II I GRILLES TO BE TITUS LINEAR BAR DIFFUSERS. ERV I FRAME/BORDER TO BE CONFIRMED. OA 24 cfm I L-------JI I � i > I f I I I � I I � I I / I I l I I I I I I I RYALL SHERIDAN ARCHITECTS i I 174 5TH AVENUE, SUITE 300 I I NEW YORK, NY 10010 646-809-4343 www.ryallsheddan.com O I o I I PROJECT#: 1801 I I DRAWN: NC add 0 S. Ry,� CHECKED: WR tt I I � I I DATE: 12.04.2018 B� OltO�oQ,4► , b O I SCALE: 1/4"=1'-0" Opp- I I I I I I I I FIRST FLOOR MECHANICAL PLAN I I (D I I I I I HOUSE FIRST FLOOR MECHANICAL I O I 1/4"=1'0" I-------------------------------------- ———————— M 100N QL------------C L-----------0------------0 SCOTT-MORTON/ CHURCHILL ' ORIENT HOUSE I I I I I I I � I I I I I I I I I L-----------------------------------------I REVISION DATE FILING 10.08.18 REVISED 12.04.18 0 MECHANICAL KEYNOTES MECHANICAL EQUIPMENT &SPECIFICATIONS HEAT PUMP: UP up Mitsubishi PUMY-P60NKMU-BS w/1 branch box Mitsubishi PUMY-P36NKMU-BS AHU-1: Mitsubishi PEFY-P30NMAU-E3 AHU-2: Mitsubishi PEFY-P18NMSU-ER2 AHU-3: Mitsubishi PEFY-Pi8NMSU-ER2 THERMOSTATS: Mitsubishi MHK1 (3 total). Leave set for space temperature sensing at t-stat, do not use return air. --• - - - --- - —————————————� DUCTWORK: 26 gauge galvanzied sheet metal w/ 1/2"liner (unless noted otherwise).Submit shop drawings for review& I I I I I coordination. II II I II ERV W co I I I I *EE<12 cfm I ENERGY RECOVERY VENTILATION II M m = I I I ERV Zehnder ComfoAir a II I 350 I II I I I I DUCTS II jj Interior Distribution: 3" Zehnder I I ComfoTube I I Exterior Supply/Exhaust 5/6" Comfotube (per I I I manuf.) y U I DIFFUSERS '� . ,�' �y►a \�. .`VSA "+SSS' _ aO ® `„n. a.. "a ,A la Supply Retturn 5 Zehnder STB-1 I I I I j Housings Zehnder TVA 75 (2/3 port) e I I I j I CONTROLS ! I I I Q I (1) Comfosense Controller II I I (3) Remote Control Timers I I I (boost) GRILLE NOTE: ! �` O❑ © ® � j REFER TO RCP & INTERIOR ELEVATIONS FOR GRILLE/REGISTER DIMENSIONS s ! ERV j GRILLES TO BE TITUS LINEAR BAR DIFFUSERS. OA 12 cfm I FRAME/BORDER TO BE CONFIRMED. LA 0 � I t t I t , I 1 � 0 r t I FEE � I I f I I I I RYALL SHERIDAN ARCHITECTS I 174 5TH AVENUE, SUITE 300 I NEW YORK, NY 10010 646-809-4343 www.ryallsheridan.com 0 � I I I PROJECT#: 1801 �/,�ERcD 44 c'�'.� , DRAWN: NC Q �w I CHECKED: WR I I � DATE: 12.04.2018 Op I—II SCALE: 1/4"=V-0" I I I I BASEMENT ----------------b MECHANICAL PLAN 1 BASEMENT MECHANICAL 0 � 1/4"= 102 1'0" ❑ N STRUCTURAL STEEL EDWARD ARMUS FLOOR SYSTEM o 1. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL CONFORMING TO ASTM ENGINEERING PLLC -t-- - SPECIFICATIONS. AFFIDAVIT TO BE FILED WITH BUILDING DEPARTMENT ' 4' NEW FOUNDATION WALL: 10"THICK � UPON REQUEST. EDWARD ARMUS, PE - 4" INTERIOR LEDGE FOR POURED CONCRETE WALL WITH#4 SIMPSON HDUB 36 DEER RUN " " REBAR AT 24"OC HORZ WOOD FRAMING, 5/8x8NERTICALHOEDOWN AT CORNER. SIMPSON HDU8 2• ALL STRUCTURAL STEEL FABRICATION, ERECTION,AND CONNECTIONS �•.• --WOOD STUDS INSTALLED HOLDOWN AT CORNER SHALL CONFORM TO LATEST AISC STANDARDS AND SPECIFICATIONS WATER MILL, NY 11976 24 BOTH SIDES OF COLUMN ANCHOR BOLTS TYPE 2 CONSTRUCTION EXCEPT AS NOTED. 631-804-6267 4 Q 3. ALL FIELD CONNECTIONS TO BE 3/4"DIA.MACHINE BOLTS UNLESS - - INDICATED OTHERWISE. SHOP CONNECTIONS TO BE EITHER MACHINE 00 BOLTED OR WELDED. ALL BOLTS TO BE A-325 FRICTION TYPE. 00 CONNECTIONS SHALL BE PER TYPE 1 CONSTRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE MOVEMENT AND SHEAR CAPACITY. ALL REMAINING STEEL F" 10" TO HAVE TYPE 2 CONNECTIONS. A-307 BOLTS MAY BE USED FOR HSS COLUMNS TO HAVE16" THRU HOLES MINOR CONNECTIONS WHEN ACCEPTABLE TO ENGINEER. 24" FOR CONNECTION OF WOOD FRAMING, FOOTING:(4) CONTINUOUS 24"x10" �. 4 POURED CONCRETE SLAB ON FOOTING WITH (4)#4 LONGITUDINAL 4. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS HOLES TO BE CENTERED WITH COMPACTED GRADE WITH WWM TO THE ENGINEER FOR APPROVAL. ERECTION OF STRUCTURAL STEEL PROPOSED WALLS, 4" FROM TOP AND REINFORCING BARS AND#4 TRANSVERSE BARS 2' FOOTING SHALL NOT PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. AT 48"OC WITH 18" LONG#4 +. BOTTOM OF COLUMN, 24" ON-CENTER DOWELS AT 24" 6 STEM CRAWLSPACE 5. ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. ALONG LENGTH OF COLUMN -= - - VARPOR 10"WALL THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM 2'-0" 4" LEDGE U' ALTERING ANYTHING ON THE DRAWINGS 4" BARRIER, 6 MIL PLASTIC I AND/OR THE ACCOMPANYING Q SPECIFICATIONS,UNLESS ITS UNDER THE TYPICAL HSS COLUMNS Q DIRECTION OF A LICENSED PROFESSIONAL SCALE: NITS ONS ARE TYPICAL FOUNDATION WALL DETAIL N O MADE,THE PROFESSIONAL ENGLL ENGINEER,MERE SUCH INEER EIER MUST NOTE: SIGN,SEAL,DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE 1. FRAMING-DO NOT PLACE FLOOR JOISTS OR ROOF RAFTERS DIRECTLY OVER PARALLEL DRAWING AND/OR IN THE SPECIFICATION SCALE: NTS NON-LOAD BEARING INTERIOR WALLS BELOW,WALL TOP PLATE SHALL BE ACCESSIBLE FOR (NYS ED.LAW SECTION 7209-2). M.E.P.'S. 7— _ _7 2. FRAMING MEMBERS ILLUSTRATED ON THE PLANS ARE FOR GENERAL DIRECTION AND ARCHITECT: INTENT. USE FRAMING NOTES FOR FRAMING SIZES,SPACING AND ASSEMBLIES. RYALL PORTER g" TOP OF WALL SAME AS LEDGE, PROVIDE ANCHOR 3. CONTRACTOR MUST COMPARE STRUCTURAL PLAN TO ARCHITECTURAL DRAWINGS AND SHERIDAN ARCHITECTS BOLTS AT 2'OC NOTES PRIOR TO START OF CONSTRUCTION-CONTACT ARCHITECT WITH ANY - - _ __ _ - - - DISCREPANCIES OR CONFLICTS 45 WEST 21st STREET, 4th FL FLOOR SYSTEM NEW YORK, NY 10010 'T —1 DOUBLE FJ AT PANEL WALL AND o _ 4. ALL DIMENSIONS ARE PER THE ARCHITECTURAL DRAWINGS, REFER TO AND VERIFY WITH 212-254-1175 '� '�' �' , '•) .�. INSTALL THRU JOIST FLANGE TO _____ _._- - THE A-DRAWINGS PRIOR TO THE START OF FRAMING. NEW FOUNDATION WALL: 10"THICK DOUBLE WALL PLATES WITH MIN. 4" SLAB AT CRAWLSPACE DEPTH ! SIMPSON SDWS LAGS AT 16" OC- 4" INTERIOR LEDGE FOR POURED CONCRETE WALL WITH#4 HSS 4X4X COLUMN ON 5.ALL STRUCTURAL STEEL W-SECTIONS SHALL HAVE TOP, BOTTOM AND WEB HOLES. ALL I WOOD FRAMING, 5/8'W" „ REBAR AT 24 OC HORZNERTICAL. 5X11X3/4 BASE PLATE HSS COLUMNS TO HAVE SIDE THRU HOLES FOR WALL CONNECTIONS. TYPICAL ANCHOR BOLTS 10 = b ! Oo L III •) M STEPPED FOOTING O STEPPED FOOTING .- ! FOOTING(4) CONTINUOUS 24'x10' z I"I . I I' 5/8" CDX PANELS FASTENED WITH 8d 4"POURED CONCRETE SLAB ON FOOTING WITH (4)#4 LONGITUDINAL FULL BASEMENT 1- J FULL BASEMENT GALV. COMMON NAILS AT 3" OC AT COMPACTED GRADE WITH WWM BARS AND#4 TRANSVERSE BARS TO CRAWLSPACE O Q TO CRAWLSPACE REINFORCING O ALL STUD AND PLATE LINES -TYPICAL AT 48"OC WITH 18"LONG#4 LL I• �. I. I DOWELS AT 24" N o VARPOR I 'I' o STUD WALL AS PER PLANS BARRIER, 6 MIL PLASTIC 2,-0„ LLI �.I COLUMN HSS 10X4X1/2 ON - - -- -- - - COLUMN HSS 5X2X1/4 ON--' 12X11X3/4 BASE PLATE TOP OF WALL TO LEVEL 6X8X1/2 BASE PLATE WITH CRAWLSPACE SLAB SS 5X5X3/8 COLUMN ON TYPICAL OF 5 TYPICAL CRAWLSPACE WALL DETAIL i 6X12X3/4 BASE PLATE SCALE: NTS 2' FOOTING 5 REVISED PLANS 11/28/1 I• DOUBLE STUDS AT HOLDOWNS ! 6 STEM „ 4 REVISED PLANS 11/6/18 10"WALL SPREAD FOOTIN PIPE COLUMN WITH 8x8x5/8"BASE PLATE 3 PLAN REVISION 10/16/1 TYPICAL BASEMENT COLUMN:3x3xl/4 10"THICK WITH , GLUE AND ANCHOR BOTTOM PLATE SIMPSON HDUB 4" LEDGE (5)#4 BOTH WAYS 2 2 AND 4x8x1/2"TOP PLATE[C1-2] 2 PRICING&PERMIT 9/25/18 WITH MIN. 4" SIMPSON SDWS LAGS AT HOLDOWN AT CORNER N N Ek-COLUMN 1 SCHEMATIC 6/26118 16" OC -TYPICAL DOUBLE FJ UNDER WALL _ (4)STUD POST U HSS 10X4X1/2 ON No. Revision/Issue Date TO 2ND FLOOR -� 12X11X3/4 BASE PLATE HSS 4X4Xj COLUMN ON 0 ,n a I 0- 5X1lX3/4 BASE PLATE CO TYPICAL INTERIOR SHEAR WALL DETAIL O � � - - z J FULL BASEMENT � M TOP OF WALL TO BE LEVEL :_- ~O SCALE: NTS o o m WITH CRAWLSPACE SLAB o d 0- � LL J a FULL BASEMENT ` iv o ��.JI T of O o O �1.. � 8" _ Lu 2 " DIAMETER 3 500 C LUMN HSS 10X4X1/ _ COLUMN HSS 10X4X1/2 ON p ♦ ♦ �- ROOF COLUMN PIERS 8 D I 12X11X3/4 BASE PLATE p V ^ O 12X11X3/4 BASE Q ' ♦W^ z SIMPSON PSI POURED CONCRETE SONOTUBE PIER FULL BASEMENT P TE SLAB AT CRAWLSPACE DEPTH L� ` v♦ ABU44 - -' Q 0 = Z • WITH THREE #4 VERTICAL REBAR ON STEPPED FOOTING Z 0 w BIGFOOT BF20 FOOTING BASE - BOTTOM Ho oOWNATCORNER FULL BASEMENT ON HDU8STEPPED FOOTING v TOP VIEW MINIMUM 36" BELOW FINAL GRADE - WITH To CRAWLSPACE FULL BASEMENT 0 O • z 5/8" ANCHOR BOLT FOR CONNECTION TO To CRAWLSPACE , o \\ �/ GIRDER - SEE DETAIL 9\-COLUMN M HSS 10X4X1/2 ON _ i i\ • 12XllX3,/4 BASE PLATE U �� \\ BIGFOOT FOOTING FORM CO 12XllX3/4 BASE PLATE BF 20 FOOTING SS 5X5Xa COLUMN ON 6X12X3/4 BASE PLATE 20 TYPICAL SONOTUBE DETAIL I = SCALE: NTS COLUMN HSS 10X4X1/4 ON Q z4� w TOP OF WALL TO BE 6" COLUMNI HSS 10X4X1/4 ON (� 12X11X3/4 BASE PLATE i O LOWER THAN INSIDE LEDGE 12X1lX3/4 BASE PLATE f o u_ 0 24x BAR DIA. SAME SIZE AS CONT. REINF.X6'-0. IF SIZE N Z SAME SIZE AS CONT. REINFAF SIZ FOR T&B. OF CONT. REINF-CHANGES USE LARGER OF CONT. REINF. CHANGES USE CONT. REINF. SIZE. PROVIDE#4X6'-0 @ 12"BETWEENCL LARGER SIZE FOR CORNER BAR. T&B REINFORCEMENT 10x BAR DIA. PROVIDE#4X6'-0 @12"BETWEEN i SLAB AT CRAWLSPACE DEPTH z T&B CONT. REINFORCEMENT 0 �C LL - ° z w _ ° � O °.., _ ____ _ 1 " p O W Q p Q m W -- - _ - — �,� OLUMN NSS 1DX4X1/4 DN - -- - 0 J COLUMN HSS 10X4X1/4 ON � � W o �p / 12X11X3/4 BASE PLATE - 12X1lX3/4 BASE PLATE �- • e- Q Z • • m F-: O0 O N 2,-0„ GR. BM. REINF. N v GR. BM. REINF. Uj • THIS DETAIL IS APPLICABLE TO ALL CONCRETE WALLS AND MUST o BE REPEATED ON CONCRETE REINFORCEMENT SHOP DRAWINGS. O CORNER DETAIL INTERSECTION DETAIL PIER DETAIL I ° PROJECT NO. SHEET M 18-23.1 REINFORCEMENT LAPPING DETAIL I L COLUMN HSS 10X4X1/4 ON 12Xl lX3/4 COLUMN HSS 10X4X1/4 ON 18 ORIENT BASE PLATE ? ! 12X11X3P4 BASE PLATE d �_—___. 9 9r — _ - ._-.___- - SCALE: NTS FOUNDATION P AN (BASEMENT SHOWN) - .__ _. _ '-4" _ - DATE JUNE 2018 - S1 SCALE: 1 /4" - V-011 g c SCALE AS NOTED r� o — --- - FRAMING NOTES - �- I JOIST MAY BE SHIFTED UP TO 3" I I IF FLOOR PANEL EDGE IS 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- SUPPORTED AND SPAN RATING LARCH STRUCTURAL GRADE NO. 1 OR BETTER. EDWARD ARMUS IS NOT EXCEEDED. DO NOT CUT 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8"MIN.THICKNESS. ENGINEERING, PLLC JOIST FLANG S. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, EDWARD ARMUS, PE PLUMBING DROP I 3/4" MIN.THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON 36 DEER RUN SOLID BLOCKING. GLUE AND NAIL ALL SHEETS. WATER MILL, NY 11976 4. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE 631-804-6267 — 4 - T L DOVER WITH TRIPLE UPRIGHTS. (ALL UPRIGHTS o TO BE GLUED WITH PL PREMIUM AND NAILED.)ALL HEADERS SHALL r (2)FLUSH 11-7/8"LVL HEADER BE A MINIMUM OF(2)2X8 OR AS SHOWN ON DRAWING. i 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR FULL HEIGHT SHEAR WALL-SEE TYPICAL DETAIL o BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'4"O.C. MIN. PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOFS. • = 6. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS, STAIRS, ETC.) a FJ: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4 T&G SUBFLOOR r OR AS NOTED ON DRAWINGS. I I 7. TRIPLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS ADDITIONAL JOIST IS REQUIRED OR AS NOTED ON DRAWINGS. TOILET IF FLOOR PANEL EDGE IS 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED UNSUPPORTED OR IF SPAN GALVANIZED METAL CONNECTORS BY"TECO"OR APPROVED EQUAL. RATING IS EXCEEDED. THE EDUCATION LAW OF THE STATE OF NEW Ell9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS YORK PROHIBITS ANY PERSON FROM A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND ALTERING ANYTHING ON THE DRAWINGS ND/OR TE ACCOMPANYING PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. SPECIFICAATIO SH UNLESS IT'S UNDER THE *MINIMUM AD FROM DIRECTION OF A LICENSED PROFESSIONAL a-" 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 4"O.C. EXTERIOR ENGINEER,WHERE SUCH ALTERATIONS ARE BEARING SHEAR WALL ABOVE, PROVIDEOVE EDGES AND 6D @12"O.C. INTERMEDIATE. MADE,THE PROFESSIONAL ENGINEER MUST FJ: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR JOIST AND SOLID BLOCKING DOWN TO `\ SIGN,SEAL,DATE AND DESCRIBE THE FULL 11. FINISH TO BE SPECIFIED BY ARCHITECT, FLASHING AND WATERPROOFING EXTENT OFTHEALTERATION FI THE - FOUNDATION WALL BELOW WITH ANCHORING �6„ DRAWING AND/HE W THE SPECIFICATION �yBY GENERAL CONTRACTOR. (NYS ED.LAW SECTION 7209-2). 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD OPEN ABOVE WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"TECO"OR ARCHITECT: APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE FULL HEIGHT SHEAR WALL-SEE TYPICAL DETAIL j HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. RYALL PORTER SHERIDAN ARCHITECTS 1 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPISERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 45 WEST 21 st STREET, 4th FL I I GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED NEW YORK, NY 10010 SQUASH BLOCKS !i AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS 212-254-1175 USE 2X4 MINIMUM SQUASH BLOCKS TO SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS,AT A HSS 4X4Xa COLUMN TRANSFER LOAD AROUND TJI9 JOIST HSS 4X4Xi COLUMN MINIMUM. A SINGLE 1-3/4"LVL RIM JOIST SHALL BE REQUIRED AT t: — • FLOOR PERIMETERS. HANDLING, STORAGE AND ERECTION OF FJ: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OFITRUICTURAL SCREW I (SDS)AT 12"OC THRU LAMINATIONS AS PER MANUFACTU RERS SPECIFICATIONS _ 15. ALL FLITCH BEAMS TO HAVE 2 ROWS OF 1/2" DIA. GA V. 1 MACHINE BOLTS @ 18"O.C.AND (2) BOLTS 3"FROM EACH END. SS 5X5X3/8 COLUMN I HSS 5X5X3/8 COLUMN I i 3 W - - ----- - -- - ------ - - 0 - - -- --- FRAMED WALL r i I C c cn c I w 3 OPEN ABOVE I _ DOUBLE JOISTS TO HAVE WEB FILLERS-TYPICAL L`- � m I 5 REVISED PLANS 11/28/18 LINEAR REGISTER LOCATION D D 4 REVISED PLANS 11/6/18 FJ: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR III I 3 PLAN REVISION 10/16/1 0 0 (4)STUD POST U to (4)STUD POST D I 2 PRICING &PERMIT 9/25/18 HSS 4X4Xj COLUMN 1 SCHEMATIC 6/26/18 _HSS 4X4Xa COLUMN .! ,�— (3)STUD CORNER POST No. Revision/Issue Date FJ: 11 7/8"TJI, 560 SERIES AT 16"O.C, 3/4"T&G SUBFLOOR OPEN ABOVE i w m I I Q K ---- m7, , / _ � > IIIo FJ: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR FJ: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR ; I OPEN ABOVE OPEN ABOVEF- V L _ r _cn _HEApER(2)2X1. � O O V W z : j v♦ w w LL M z o o CD LINEAR REGISTER LOCATION I 1"� O w TOILET � OPEN ABOVE Z W w O ° h I cc CL G FJ: 11-7/8"TJI, 560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR 91,u j I (4)PLY STUD POSTS TO O _ I 2 �— - 2 - - - - - - - - - - - - - - - - - — - ♦ ♦ ROOF GIRDER ABOVE co FIRE PLACE ABOVE FIREPLACE FLOOR FRAMING I v/ I DOUBLE 9.5"LVL BOX AND 1 \\-HSS 5X5X COLUMN SIMPSON HDU8 HOEDOWN SS 5X5X4 COLUMN _ JOISTS AT 12"OC, ON ATALL 4 CORNERS OF - 2X10 SILL PLATE AND 3/4" CHIMNEY _ f SUBFLOOR I - -I - PERIMETER 11-7/8"LEDGER FRA E -ll TO TIE INTO SURROUNDING I I ' TJI FLOOR JOISTS J FJ: 11-7/8"TJI, 560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR TALL WALL CHIMNEY FRAMING,STACKED 1OFT TALL e W 2X6 STUD WALLS WITH DOUBLE PLATES BETWEEN I I I SECTION AND PAIRS OF SIMPSON DTT2Z TENSION TIES ATTACHED TO SIDES FOR CONNECTING UPPER AND LOWER WALDL SECTION THRU PLATES O WITH THREADED ROD, USE(2)PAIRS OF TIES PER CHIMNEY SIDE,APPLY 3/4 CDX SHEATHING TO ALL I 1 Q SIDES OF CHIMNEY AND NAILED WITH 8d COMMONS Iii r I AT 4"OC FOR FULL HEIGHT-TYPCIAL W z I I 9 r 11 /4 FJ: 11 7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR ® n ' 10 9 ico - --- - - — lJ - — ------------— - -- ` -- O LL �C �- - - - - - - - - �- - - - - - - - - � LL I I I I --- -- ------ -- — _ ______ PROJECT NO. SHEET FLUSH W10X19 HEADER 18-23.1 S-MC ORIENT s y _, yy -- DATE 1 ST FLOOR JOISTS PLAN (1 ST FLOOR SHOWN) L- -- 1 - I - 1ST FLOOR FRAMING PLAN (1ST FLOOR SHOWN) �____-____ _____ � - ; U JUNE 2018 -2 SCALE: 1/4" = V-0" B C SCALE: 1/4" = V-0" g C SCALE AS NOTED i I ,J EDWARD ARM US ENGINEERING, PLLC III EDWARD ARMUS, PE 36 DEER RUN II li I I I WATER MILL, NY 11976 - - - - — 631-804-6267 4 ~— FLASH AND BLOCK FOR CONCEALED GUTTER I I WITH SPACERS FOR TRELLIS LEDGER pit zk o I I SLOPED HIGH CEILING ABOVE THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM -- ALTERING ANYTHING ON THE DRAWINGS J — AND/OR THE ACCOMPANYING eo I I-- I --—-- ---- - — SPECIFICATIONS,UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,WHERE SUCH ALTERATIONS ARE MADE,THE PROFESSIONAL ENGINEER MUST SIGN,SEAL,DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED.LAW SECTION 7209-2). G c 1 `y I OPEN BELOW sHF.A?wn�� sr'GARwP11_ sy�e I ARCHITECT: :f\ \ FULL HEIGHT SHEAR WALL-SEE TYPICAL DETAIL RYALL PORTER OPEN BELOW FJ. 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR SHERIDAN ARCHITECTS 45 WEST 21 st STREET, 4th FL NEW YORK, NY 10010 i 212-254-1175 I J HSS 4X4X4 COLUMN J eo c I I w e p I z v i I z Q co HSS 5X5X3/8 COLUMN FJ: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR HSS 5X5X3/8 COLUMN I I FLUSH HEADER 3 __ _ _ a - - - — \/ - --- HSS 5X5X1/4 COLUMN HSS 5X5X1/4 COLUMN p CONTINUOUS MID HEADER HSS 5X5X1/2 UP TO RIDGE COLUMN HSS 10 4X1/2 UP TO RIDGE C—i � 1 . J- 5 REVISED PLANS 11/28/18 LLI o 4 REVISED PLANS 11/6/18 p j 3 PLAN REVISION 10/16/18 FJ: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR �`- LL - _ I I 2 PRICING&PERMIT 9/25/18 OD I I LU x = ` w OPEN BELOW 1 SCHEMATIC 6/26/18 ,� \ COLUMN HSS 10 4X1/2 No. Revision/Issue Date c=n -----"' OPEN BELOW w i RIM:(2)9.5"LVL J r \ / O CONNECT MID HEIGHT HSS 5X5 _ _- _ t --- - - _ UTER HSS 1 OX4 Oto COLUMNS WIHEADER TO OTH HOR ZONTAL 4X4X$ , ( __Q I I \ TUBE STUBS, FULL PERIMETER LINE OF LOW JJ \ \ J HSS 4X4X4 C LU ( WELD BOTH ENDS-TYPICAL ROOF BELOW J - -- i IILL DOUBLE LVL RIM AS HEADER , 'i'DOUBLE LVL RIM OVER DOORWAY Z X /— LL RR: 9.5"TJI,230 SERIES AT 16"O.C, LL = 2 I COI UMN HSS 10X4X1/ V3/4"T&G SHEATHING : 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR N OPEN BELOW ;i w % _ _ h. � w _ (. w p COLUMN HSS 1 X1/2 p �- - a LOW ROOF BELOW - . - / - W Z 0 4 AT TOP OF STEEL COLUMNS-CONNECT UPPER 06 zy/ - - --- --- _ I � � FLUSH WINDOW HEADER TO 10X4 COLUMNS WITH I� w j -� Fz-• 1OX10X28 PLATES FOR BOLTED CONNECTION,WITH Q O W J z �' HORIZONTAL 4X4X1/4 TUBE STUBS BETWEEN z O P N BELOW III COLUMN AND PLATE, FULL PERIMETER WELD BOTH W ENDS-TYPICAL. SEE ARCHITECTURAL PLANS AND w O O - __, OPEN BELOW DETAILED WALL SECTIONS FOR ADDITIONAL 0 � I I I I INFORMATION, ! a RR:9.5"TJI,230 SERIES AT 16"O.C, - 3/4"T&.G SHEATHING f I r __._......_.__.. _ - _ �- - - - COLUMN HSS 10 4X112 - ---------------------------------- V _--__ RIM IS FLUSH HEADER ABOVE 2 I RIM:(1)11-7/8"LVL I I COLUMN HSS 10X4X1/ ♦^ - RIM: (1)9.5"LVL i I � v♦ HSS 5X5X3/8 COLUMN HSS 5X5X4 COLUMN I - - _ — - GIRDER ABOVE GIRDER ABOVE 5.5X11-7/8 APB 5.5X11-7/8 APB FRAMED CHIMNEY F NE I I ED I I 1 FRAMED CHIMNEY I _..•, ; - - ; _ � ,_" _. --_.. _, __ � . . ♦/11 Old � V COLUMN HSS 10X4X1/4 COLUMN HSS 10 4X1/4 W w (' O m � O I I I Q UL0 O Q LL O I I I O y _ "1 U �I ;% _l- 9 COLUMN HSS 10 .4X1/4 0 -- ----- - - 10 l / 1 ---- - ----� U i � J I I I I I I HEADER BELOW I. - PROJECT NO. SHEET 18-23.1 COLUMN HSS 10X4X1/4� COLUMN HSS 10X4X1/4 S-MC ORIENT l —� DATE �5 _ �� ,; 2ND FLOOR FRAMING PLAN (2ND FLOOR SHOWN) 7 L— — --- ; — — i ' c ) --- -- —-- -- JUNE 2018 S-3 2ND FLOOR JOISTS PLAN (1ST FLOOR SHOWN) — --- SCALE SCALE: 1/4 = 1 -011 B C SCALE: 1/4" = V-0" AS NOTED J I L- _rl - -- -- --� -{_- - - -- ALLOWABLE HOLES - HEADERS AND BEAMS ALLOWABLE HOLES - TJI® Joists 1.55E TimberStrand® LSL Headers and Beams LA ! 1Y2"hole may be cut Min.distance from Table A Min.distance from Table B anywhere in web out- 2 x diameter of the EDWARD ARMUS I DO NOT side of hatched zone, h largest hole(minimum) ENGINEERING, PLLC cut or notch flange. 1 j ! j j dept Allowed hole zone EDWARD ARMUS, PE ❑ o I' s" 0 6° - ----- -- ------- 36 DEER RUN -- j WATER MILL, NY 11976 �i--- (2) 11-7%8"LVL HEADER OVER WALL BELOW 6" L1 2 x D1 D1 Closely grouped round L2 2 x L2 DZ 6,. 6„ U 0 " o 0 1.55 E TimberStrand®LSL holes are permitted if 631-804-6267 No field cut minimu minimum No/field cut Do not cut Header or Beam Maximum Round DOlsTt37^ holes In (applies to all holes the group perimeter holes in holes larger Depth Hole Size cut holes in cantilever hatched except knockouts) meets requirements for hatched than 1%2"In reinforcement. zones round or square holes. zones cantilever 8" 8" t s 11/a 11 /a 3/a TABLE A - END SUPPORT 14"-16" 4%" MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT General Notes See illustration for allowed hole zone • Allowed hole zone suitable for headers and beams with I JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Tileuniform and/or concentrated loads anywhere along the member. DEPTH 2" 3" 4" 5" 6y" 7" 87/s' 11„ 13,• 2•, 3,• 4„ 8„ 6Yi' 7" 87/e• 11„ 13„ f • Round holes only 110 V-D" r-6" 2'-0" 3'-0" 5'-0" V-0" V-6" 2'-6" 3'-6" 4'-6" • No holes in headers or beams in plank orientation. 9y„ 210 V-0" V-6" 2'-6" T-0" 5'-6" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" \J1Jr1 230 V-6" 2'-0" 2'-6" T-6" 5'-6" V-0" Z-O" T-0'• 4'-6" T-0" r, OTHER TRUS JOIST® HEADERS AND BEAMS `l 360 1'-6" 2'-0" 3'-0" 4'-0" 8'-0" 1'6" 2'-6" 3'-6" 5'-0" 5'-6" 560 V-6" 2'-6" 3'-6" 5'-0" T-0" 2'-0" 3'-0" 4'-0" 5'-6" 6'-0" 110 T-o" 1'-O" T-6" 2'-0" Z-s" T-0" 5'-6" 1'-0" 1'-6" T-0" Z-6" 4'-6" 5'-0" 6'-0" MICROLLAM(D LVL -! 210 1'-0" 1'-6" Z-0" 2'-0'• 3'-0" 3'-6" 6'-0" 1'-0" 1'-6" 2'-6" T-0" 5'-O" 5'-6" 6'-6" 1.3E TIMBERSTRAND® AND PARALLAM 1= 11'/" 230 V-0" V-s" T-0" 7-6" V-0" T-6" V-s" 1'-0" 2'-0" 2'-6" T-6" 5'-6" 5'-6" 7'-0" LSL HOLE ZONE PSL HOLE ZONE 2 X DIAMETER OF THE Y3 DEPTH o LARGEST HOLE THE EDUCATION LAW OF THE STATE OF NEW M 360 1'-6" 2'-0" 3'-0" 3'-6" 4'-6" 5'-0" T-0" 1'-6" 2'-8" 3'-6" 4'-6" 6'-6" 6'-6" T-6" 660 V-6" 2'-6" T-0" 4'-0" 5'-6" s'-0" 8'-0" 7-6" T-6" 4'-6" 5'-6" T-O" 7'-6" 8'-0" (MINIMUM) DO NOT CUT,NOTCH OR DRILL YORK PROHIBITS ANY PERSON FROM (j 110 1'-0" T-0" T-0" T-0" V-6" 2'-0" T-0" 5'-6" 1'-0" 1'-0" T-6" 2'-0" T-6" 4'-0" 6'-0" 8'-0" HOLES IN HEADERS OR BEAMS ALTERING ANYTHING ON THE DRAWINGS I O _ 1 210 1'-0" V-0" V-0" V-6" 2'-0" 2'-6" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" T-6•' 4'-0" 4'-6" 6'-6" 8'-6" D --- - ---, EXCEPT AS INDICATED IN AND/OR THE ACCOMPANYING 0 0 14" 230 1'-0" V-0" V-0" V-6" 2'-6" Z-6" 4'-0" 7'-0" 1'-0" 1'-0" 2'-0" 3'-0" 4'-0" 5'-0" 7'-0" 9'-0" L_-_ ---J o o ILLUSTRATIONS AND TABLES. SPECIFICATIONS,UNLESS ITS UNDER THE 360 V-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-0" 5'-s" 8'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-0" 6'-6" 8'-0" 9'-s" .01 0 o DIRECTION OF A LICENSED PROFESSIONAL Q ENGINEER,WHERE SUCH ALTERATIONS ARE Q 660 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 6'-6" 9'-0" 1'-6" 3'-0" 4'-0" 5'-0" T-0" T-6" 9'-0" 10'-0" MICROLLAM® LVL V) W 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" T-6" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 6'-6" 8'-0" 11'-0" AND PARALLAM® Other Trus Joist®Beams (4)SIMPSON HRS12 STRAPS EQUAL CONTINUOUS OUTER STEEL TRACK WITH WOOD PACK FOR MADE,THE PROFESSIONAL ENGINEER MUST W - SPACED,INSTALLED OVER DOUBLE TRIM INSTALLATION AND SOFFIT,5.5"WEB DEPTH X 2"LEG SIGN,SEAL,DATE AND DESCRIBE THE FULL 1'-0" 1'-0" 1'-6" V-6" T-O" 4'-0" T-0" 1'-0" 1'-0" V-0" 2'-0" 3'-6" 4'-0" T-0" 9'-0" 11'-0" PSL ALLOWED HOLE Header or Beam Maximum Round W W 16" JOISTS AND FIELD BENT TIGHT TO WIDTH,16 GA.,USE WOOD TO STEEL DRILLING SCREWS FOR EXTENT OF THE ALTERATION ON THE 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-6" s'-6" 9'-0" 1'-0" 1'-0" 1'-6" T-0" 5'-0" 5'-6" 9'-0" 10'-0" 11'-6" ZONE Depth Hole Size SIDES,FASTEN WITH 2)1-1/4 SELF U) ( ATTACHING SHEATHING AND WOOD PACKOUTS DRAWING AND/OR IN THE SPECIFICATION O 560 1%0" l'-0" 1'-0" V-0" 2'-6" T-0" 5'-0" T-6" 10'-0" 1'-0" 2'-0" 3'-0" 4'-6" 6'-6" 7'-0" 10'-0" 11'-0" 12'-0" MIDDLE Y SPAN 43/8' 1" DRILLING SCREWS PER SIDE (NYS ED.LAW SECTION 7209-2). -O M D 1 3E TfMBERSTRAND®LSL ALLOWED HOLE ZONE D SYz 1%a" 3'-10" _ -<> - - - - - - - - } 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" 4'-2" FULL HEIGHT BEARING I =� -' 360 V-0" 1'4' 1'4' 1'-0" 7-D" 4'-a' S'-6" 10%0" r-0" V-6" 3'-0•' 4'-6" 6'-0" 10'-0" IT-0" 13'-6° 7Ya' 20" 2" H ~ 18„ See Illustration for Allowed Hole Zone ARCHITECT: WALL BELOW - 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" T-0" 11'-0" 2'-0" 3'-6" 5'-0" 6'-6" 8'-0" 11'-0" 12'-0" 14'-6" j 0° 4'-0" T-0" 10'-s" 1'-a' r-0" V-6" T-0" 4'-6" V-o" 1r-s" 14'-0" 15'-6" GENERAL NOTES !' --- 20" 560 V-0" V-0" V-0" V-0" V-0" 2'-0" 4'-6" 9'-0" 11,_6" 1'-0" V-6" 3'-6" 5'-0" T-0" 10,_6„ 13,_0, 14,_6„ 16'_0„ C ADD WEB FILLER T'0 (2) 11-7/8' LVL HDR • Allowed hole zone suitable for headers and beams with uniform loads only. N N,i RYALL PORTER CARRYLVL'S TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT • Round holes only SHERIDAN ARCHITECTS Of • No holes In cantilevers. (2)SIMPSON H8 TIES FASTENED TO EACH SIDE OF DOUBLE OVERHANG FRAMING:DOUBLE 5.5" p 0 MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT • No holes in headers or beams in lank orientation. JOISTS WITH(3)1-1/4"SELF DRILLING SCREWS PER TIE AND STEEL STUDS,5.5"WEB HT X 2.5" ILL! W p FLANGE WIDTH,16-GA.,14FT LONG 45 WEST 21 st STREET, 4th FL I a I ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE SDS LAG SCREWS INTO BUILT-UP RAFTERS-TYPICAL AT 3 D- O JOIST TJI® LOCATIONS PER JOISTS NEW YORK, NY 10010 O J DEPTH 2" 3" 4" 5" 6Ys„ 7" 8�/e„ 11„ 13„ 2„ 3„ 4„ 8„ 6Y„ 7•, 8��•, 11„ 13„ i 212-254-1175 Vr U 110 7-0" 2'-6" 3'-6" 4'-6" 7'-6" V-6" 2'-6" 3•-6" 5'-6" 6'-6" ZO O 9y., 210 2'-0" 7-6" T-6" 5'-0" 8'-0" T-0" T-O" 4'-0" 6'-6" T-6„ J J 230 7-6" T-Ul 4'-O" 5'-6" 8'-6" 7-0" T-6" 4'-6" 6'-6" 7.6" TYPICAL ROOF OVERHANG SECTION 360 T-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" T-6" 8'-0" 560 V-6" 5'-0" 6'-0" T-6" 10'-0" 4'-0" 5'-6" 6'-8" 8'-0" 9'-0" SCALE: NTS I 110 V-0" 1'-0" V-6" 2'-6" 4'-0" 4'-6" 8'-6" 1'-0" V-6" 2'-6" 4'-0" 7'-0" T-0" 9'-6" 210 T_O„ 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" 8'-0" B'-0" 10'-0" I 11'/" 230 V-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 10'-0° V-0" 2'-6° s'-o° 1o'-s° OVERHANG FRAMING: 360 Z-0" T-0" 4'-0" 5'-8" T-0" T-6" 1V-0" T-a' T-s^ 5'-0° T-o" s'-s" s'-s° 1r-o° DOUBLE 5.5"STEEL STUDS Sso r-s" 3'-0° a'-s° 5'-s° s'-0° e'-6° 12'-0° 3'-0° a'-s^ s'-a" 6'-0^ 10'-6° 1r-o° 1r-o° I 5.5"WEB HT 2.5"FLANGE WIDTH j 16-GA., 14FT LONG, PAIR SET 16"OC END TRACKS TO CAP STUDS I I I I I I j I 5.5"WEB DEPTH X 2"LEG WIDTH W10 X 49 RIDGE BEAM,WOOD PACKED WEBS W10 X 49 RIDGE BEAM,WOOD PACKED WEBS j (2)11-7/8"LVL OUTER RIM BOLTED TO DOUBLE HIGH COLUMNS , 16-GA CONTINUOUS ALONG LENGTH OF OVERHANG - - -- Z ! 0 j CONTINUO INNER STEEL TRACK -t - - -' T - - I 5.5"WEB DE fH X 2"LEG WIDTH, 16 GA. I OVERHANG FRAMING: DOUBLE 5.5"STEEL STUDS X I j I r 5.5"WEB HT X 2.5"FLANGE WIDTH, 16-GA., 14FT LONG 17 ov I O o I U I j I II; (---I - -1 = - = = -1 - 5 REVISED PLANS 11/28/18 � --- - -- - - - - - - - - -�- - - - - - - - - - -- -� -- - - -�- -0- - --L ---_ - - -- - i ( j O �� - -- -� - - - j - - - 0 - -I - --j - ( --I- i= -_L- I -- - - I 4 REVISED PLANS 11/6/18 L I w l ¢ I- I Q I Q ! -- --._ .-... -- -- Q I j Q j I = - - I j 3 PLAN REVISION 10/16/1 LU Q Q (2)11-7/8"LVL Q LL O _ J to to I w to cn I to I cn - LU LU J J I O _ I jUJ W 2 PRICING& PERMIT 9/25/18 tWn (/W) - --(2) 11-7/8"LVL ---I' 0 > cWn � I - U) j twn --- - - ! W I = -- _ __ _ _ _ _ = = =J' r` 1 SCHEMATIC 6/26/18 0 0- - - o 00 o _ �' _ - o - I LU co -j-- ---I -M-i_- M i-- -'I, - (0 - M L - - -- -- - - -roi - - (0 - o M - r -- rr -- -- - - o -- - - - - - - - - - -o - - -I- - -- - - a -I -- - -- - - -�- - - - I- L -- � _ _ j _ I- !-� =rt-- No. Revision/Issue Date --- I J co - - ---- - ------- -- ------ -- - n i > i M r v I i I `o - -�- +- - - -+ - - - - - - - J I J t I LU ROOF BELOW I - - - - - - - - I - -- - -I - - - I- -- - .._ .- -- - -- - -- -- - - - --- -- - - - - --' - --_J_, _ LINE OF LOW - - - ° - - I W t - j 1 �- - - of - p.- O JW j -«- - - - --1= - --- - - - -- - -- ri- - -Ii� I l - - - - - - 9I J OVERHANG FRAMING: DOUBLE 5.5"STEEL STUDS _I J g ! g g I oo l I g I g g I I g 5.5"WEB HT X 2.5"FLANGE WIDTH, 16-GA., 14FT LONG W I I ( PROVIDE EXTENDED STEEL WEB j BEAM FOR CONNECTIONSTIFFENERS ON BOTH TO OF r ! I � I _ -- - - - - - - -- - -' - - - - �j - - - - T J - - BUILT-UP LVL RAFTERS-TYPICAL FLUSH 3 11-7/8"LVL GIRDER RIM: 1 11-7/8' LVL Wo W10 X 49 RIDGE BEAM,WOOD PACK WEBS I WOOD PACKED WE - - - - I RIDGE END CARRIED BY I 0 X 49 RIDGE BEAM, BS -- - = - - - - - - - Q - - - - _ _ -_ LOW ROOF BELOW W - - -- - - I >- N - - - EXTERNAL COLUMN BELOW I ------- - ------- - - - I J -- = 1- - - - - - - - - - - Q . W Z V♦ ------- -- - - = --- -- -----DOUBLE RAFTERS AT BOTH ---------- J -I - - - - - - - - - - - - -� cWc Z J -______-_.__ > -- - - -- - -- -- I G Z DOUBLE RAFTERS AT BOTH J SIDES OF OPENING,ADD WEB j ______-.-_-_._L� SIDES OF OPENING,ADD WEB - ________ j - - -- - I Z O O W FILLERS PER MANUFACTURER _ ---- -.----MANUFACTURERJ - �- -` - -- - �- - - - _ __ __ _ _ H l- -_-- -1 ---_--- 00 ! -- -=FILLERS PER w O r` O-- --- - - - DO I DO ! I I f1 I I j p LVL JOINTS TO LAND AT COLUMN FLAT RR 11-7/8"TJI 360 SERIES AT 16"OC t FLAT RR 11-7/8"TJI,360 SERIES AT 16"OC CENTERLINE, STAGGER LVL JOINT MINIMUM ONE COLUMN APART ---- - OVERHANG FRAMING: DOUBLE 5.5"STEEL STUDS _ ---- - -- - - - --- - -- - I ----- --- - _ _--- -- - --- j 5.5"WEB HT X 2.5"FLANGE WIDTH, 16-GA., 14FT LONG V RIM: (2)11-7/8"LVL (HEADER) RIM:(2) 11-7/8"LVL I I I I FULL HEIGHT BEARING WALL - I - WITH DROP GIRDER BELOW CONTINUOUS OUTER STEEL TRA WEB STIFFENER ATTACHMENT CK 6 - G - WITH WOOD PACK FOR TRIM 1_ "MI IMUM INSTALLATION AND SOFFIT,5.5" 2Y4'M IMUM - - . r1 / 9 } \ ) ! i= �\� - - - - - _ - - - - - (1Yz"FOR TJI® lJ FULL HEIGHT BEARING WALL - - M Z M -- -- ------------- - ---- -- o cL`O O j - - - - - - - - - - - o W W LVL (0 1 o Z �_`; }- Q WEB DEPTH X 2"LEG WIDTH, 16 GA. NAILIN SEE SIZES BELOW. I' 560,560D) WITH DROP GIRDER BELOW �j J _ - -,- .� - - U U (� I - - - � - -- -- - _ � U Zo - - ---� i0 O c I 0 - ------- -- -- - - - -- - (nI WEB STIFFENER BOTH *WITH POINT LOAD FROM ABOVE, _ -.-- U SIDESEE SIZES BELOW. AND NO SUPPORT BELOW,INSTALL X /� WEB STIFFENER TIGHT TO TOP Q Q Q ~Q -d' /-1 TIGHT FIT* FLANGE(GAP AT BOTTOM FLANGE) M ! Q Q NAILING REQUIREMENTS w � rn w u_ w = w w ch TJI®JOIST DEPTH MINIMUM WEB w W w Cr O Cr ! ! IN. STIFFENER SIZE NUMBER NAILSLU W SERIES (IN.) TYPE N U) F- - - -'- - _ __ __ _ _ END INTERMEDIATE I 0 D I o o j - T - - - - 110 ALL X 25 6"I" M Cn M M M H M M 'OVERHANG J FRAMING: DOUBLE 5.5"STEEL STUDS 210 ALL 3/4'X 25/te°cq 8d =� LL LL p - I- 1-- H H to 5.5"WEB HT X 2.5"FLANGE WIDTH, 16-GA., 14FT LONG -� 230&360 ALL $„x 2%s'"' (0.113"x 2�") 3 3 bo J w J to j 16d r r > n > Go � j - - -=- - - - - - - - �I 560 A,II 2x4`2' J J w T ? = =1- - - - - - - - - - Z (0.135"x3%") izz 18" 4 4 16d 5 5 0 - - - - - 560D 20 13) 2x4 a LU 0.135"x 3)/") 6 11 ! a a J a H W 0 - 22" O (1)PSI OR PS2 SHEATHING,FACE GRAIN VERTICAL I - I - � ao Z ( Z ( J O J I J ! (D (2)CONSTRUCTION GRADE OR BETTER (3)WEB STIFFENERS ARE ALWAYS REQUIRED FOR 22"AND 24"TJI®560D JOISTS Z Z Z Z Z Z J I - O O O O Z Z U. J J J J 0 O N U U r` -, FILLER AND BACKER BLOCK SIZESU. TJI®JOISTS 110 210 230 or 360 560 =__7 _ 7 - -I- -_ -_ DEPTH 9Y2"or 14' 9Y2"or 14"or 9Y2"or 14"or 18"or 14"or 18"or T - - - - - - - Will 11/a 16" 11/e 16 20 16 20 I Ij � _OVERHANG FRAMING: DOUBLE 5.5"STEEL STUDS ! +3 " 3 ° + + + 5.5 WEB �I FILLER BLOCK I f 2x6 /a 2x8+/a 2x6 Yz" 2x8 YZ' 2x12 YF Two Two Two j HT X 2.5"FLANGE WIDTH, 16-GA., 14FT LONG O (DETAIL H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 _ CANTILEVER 2X6 2X10 2X6+%" 2X10+%" 2X6+Y2" 2x10+Yz' Not I I I _T7 FILLER 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable j (DETAIL E4) long long 4'-0"long 6'0"long 4'-0"long 6'-0"long BACKER BLOCK I 111 I - (DETAfL F1 5/8'or%4' 3/4'Or 7/8" T/g"or 1"Net 2X6 2X8 2X12 " a OR H2) -- -- -- -- -- - - - - - --�_-- JJ PROJECT NO. SHEET FIILLER AND BACIFNECESSARYKER INCREASE OCK DIMENSIOILLER NS SHOULD ACCOMODA TE REQUIRED NAILI G WITHOUT SPD BACKER BLOCK HEIGHT FOR FACE MOUNT HANGERS LITTING TTI G(12"MINIMUM FOR BACMA WTAIN!11'GAP AT TOPOF KER BLOCKS AND 24 18-2 3.1 • MINIMUM FOR FILLER BLOCKS). -� -"// 9 - 7 (-�)9 5 .I -I 9 j i_�'9 9 / / - / _J -MC ORIENT TE MAIN ROOF FRAMING PLAN (ROOF SHOWN - OVERHANG FRAMING PLAN ROOF SHOWN - - JUNE 2018 S-4 SCALE SCALE: 1/4" - V-011 SCALE: 1/4" = V-Ort C AS NOTED PLUMBING RISER DIAGRAMS GENERAL NOTES PROTECTION OF OPENINGS SCOTT-MORTON/ CHURCHILL CONTRACT DOCUMENTS Per R301,21,2 of Residential Code of NY State wood structural panels w/a minimum ORIENT HOUSE The Contract Documents shall consist of the Agreement,the Project Specifications, and the Drawings that are cooperative and thickness of 7/16" and a maximum span of 8 feet shall be provided precut to cover continuous. items and/or work indicated, called for, or reasonably implied in any of the Documents shall be supplied as though glazed openings with attachment hardware provided. Fasteners shall be installed at 3"VTR fully covered in each. opposing ends of the wood structural panel in accordance with Table R301,2.1.2 of the Residential Code of NY State shown below, SCOPE OF WORK ' The Contractor shall provide and pay for all materials, labor, tools and other items necessary to complete the work. All materials shall be new and both workmanship and materials shall be of good quality. All workmen and subcontractors shall be skilled in their I trades. I The Contractor shall be responsible for safe, proper and lawful construction; and shall construct in the best and most workman REVISION DATE I , like manner in a complete structure and everything properly incidental thereto, as shown on the Plans or reasonably implied. WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE I , FOR WOOD STRUCTURAL PANELS 3„ The Contractor shall protect the work and be responsible for any damage or injury due to his act or neglect,The Contractor shall (from IRC Table R301.2.1.2) I keep the premises free from accumulation of waste materials at all times, I Measurements must be taken on the job before erection or fabrication. FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT <4 FOOT <PANEL SPAN <PANEL SPAN <6 FOOT <8 FOOT -------'--- J Extra compensation will not be allowed because of differences between job and Drawings that have not been brought to the attention of the Architect prior to starting the work. 4 1/2"#6 16" 12" 9" BATH 3(10) i WOOD SCREWS QUALITY STANDARDS LAV I Materials, equipment and workmanship of all trades shall conform to recognized standards of good quality of the respective 4 1/2"#8 16" 16" 12" i grade, WOOD SCREWS we TUB I ' +27'-5"ASL SECOND FLOOR LEVEL Materials and equipment shall be new, sound, of good quality and suitable for the specific applications. _ Vertical members shall be plumb, horizontal members&surfaces shall be level and true to plane.Workmanship shall be neat, 31, 1 1/2" 11 clean and true to line and dimensions. NOTES 3" Finish materials shall be free of tool marks,flaws and blemishes. O C.O. O Joinery and connections shall be accurate close fitting and well made. O O Tolerances by recognized national trade associations will be the minimum acceptable standard of the respective trade work, a) - --- E All products&materials used by the Contractor shall be applied, placed, erected or installed in strict accordance with the a? O--------- -- r BATH 1 (05) ; BAHT 2(07); ; K,TCHEN(02) Iu4UNDRY(03) manufacturer's specifications, instructions&recommendations, O / O LAV I i i LAV CODES I LAV ; ( LAV Conform to all of the latest editions of all building and zoning codes and regulations having jurisdiction over this project, including c, 0 wood grain we we Dw WSHR International Residential Code, Local Zoning Ordinances, Fire Code and applicable Mechanical and Electrical Codes. aa) SHWR SHWR FWWR] +17'-5"ASL FIRST FLOOR LEVEL Construction shall conform to the 2015 edition of the International Residential Code as modified and adopted by Suffolk County, Cn O O 3" 11/2" 11/2" 11/2" I I 3" 11/2" 11/2" 11/2" 11/2" 11/2" 2° SMOKE & CARBON MONOXIDE DETECTING DEVICES 0 0 3" 3" 3" 3" / 3" 3" 3" / 3" 3" 3" 3" l Smoke&carbon monoxide detcting devices shall be provided according to Section 313 of the 2015 IRC. 4" C.O. C.O. ENVELOPE NOTES TO SEPTIC SYSTEM (SEE SURVEY FOR 4„ Work shall comply with IECC 2015 as adopted by New York State SIZING&LOCATION) H.T. Air Barriers,weather barriers &thermal insulation to be installed per manufacturer's instructions. Blown insulation to be marked every 300 sf. Blower Door Test-Contractor to arrange for Certified Blower Door test, House shall demonstrate an air tightness of a maximum of 1 air changes per hour at 50 pascals.This air tightness requirement exceeds the 2015 IECC requirement of maximum 3 air HOUSE PLUMBING RISER DIAGRAM changes per hour at 50 pascals as adopted by NY State, - rNTS ENVELOPE PERFORMANCE VALUES: See REScheck Compliance Certificate MECHANICAL/PLUMBING NOTES All Mechanical&Plumbing work to comply with 2015 IECC as adopted by New York State. Heating&Cooling equipment to be sized per ACCA Manual S bassd on loads calculated per ACCA Manual J. Ducts to be sized per ACCA Manual D, Building cavities shall not be used as ducts or plenums. Automatic or gravity dampers shall be instElled on all outdoor air intakes and exhausts. Refrigerant piping to be insulated with protected insulation with R-3 minimum. Hot water piping to be insulated to R-3 minimum, Contractor shall provide manufacturer manials for mechanical and water heating systems. HIGH-EFFICACY LAMPS Excepting low voltage lighting, 75%of lamps or fixtures shall be high efficacy lamps per 2015 IECC 404,1 RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 646-809-4343 www.ryallsheridan,com PROJECT#: 1801 DRAWN: NC <,.: F .'r_� C� CHECKED: WR DATE: 10.08.2018 \T9 �o. 015 _AO� \� OF NES SCALE: N/A NOTES & ABBREVIATIONS ABBREVIATIONS TYPICAL WALL TYPE SECTIONS TYPICAL FLOOR TYPE SECTIONS ENERGY CODE COMPLIANCE SCOTT-MORTON/ CHURCHILL ADJ ADJACENT INTERIOR 3/4"WOOD FLOOR OVER ORIENT HOUSE AFF ABOVE FINISHED FLOOR ALUM ALUMINUM 3/4° PLYWOOD suBFLOOR AMPS AMPERES ANOD ANODIZED APED APPROVED ,, \�_X1 Generated by REScheck-Web Software 5/8"GWB r ` ■ A-V AUDIO-VISUAL K BD BOARD 2X4 WOOD STUD 16"O.C. 3/4" PLYWOOD SHEATHING Compliance C e rt'f'c a,�I,,,w B.O. BOTTOM OF �. ALL SEAMS TAPED W/ `�,+ BOT BOTTOM BATT INSULATION BETWEEN STUDS k / 9 1/2'TJI BSMT BASEMENT CIP CAST IN PLACE 1/2"X3" PAINTED WOOD TRIM } t,T } BATT INSUL. FOR SOUND ATTENUATION REVISION DATE CJ CONTROL JOINT CL CENTER LINE �Pro ect Scott-Morton Churchill House CLG CEILING CLR CLEAR 5/8"GWB Energy Code: 2015 IECC CMU CONCRETE MASONRY UNIT Location: Southold, New York COL COLUMN 11 TYP. INTERIOR 2X4 PARTITION r1 TYP.WOOD FRAMED FLOOR Construction Type: Single-family CONC CONCRETE Project Type: New Construction CONT CONTINUOUS Conditioned Floor Area: 2,026 ft2 CPT CARPET CT CERAMIC TILE Glazing Area 41% DBL DOUBLE Climate Zone: 4 (5572 HDD)DEMO DEMOLISH OR DEMOLITION Permit Date: DIA DIAMETER Permit Number: DIM(S) DIMENSION(S) 5/8"GWB DN DOWN 2X6 WOOD STUD Q 16"O.C. REINFORCED CONC, SLAB Construction Site: Owner/Agent: Designer/Contractor: DR DOOR DTL DEI-AIL BATT INSULATION BETWEEN STUDS DWG DRAWING EA EACH 1/2"X3" PAINTED WOOD TRIM - Q VAPOR BARRIER EL ELEVATION ELEC ELECTRICAL _ ....... _... . ....,. ..._ ._.__ . .. _ ,.� ._.,,. _ ..... __.. _ . . ._,.._. ,.0 .,..,. c�I Compliance: 44.5/°Better Than Code UA: 794a Your z NOTES O { P ° tur UA: 4418 Maximum SHGC:�0.40 Your SHGC:"0.39 ^ ELEV ELEVATOR OR ELEVATION o� XPS RIGID INSUL. The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. EPDM ETHYLENE PROPYLENE DIENE M-CLASS(ROOFING) 1 It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. EQ EQUAL EXIST EXISTINGtA►� INTERIOR 2X6 PARTITION Envelop e Assemblies EXT EXTERIOR - - - COMPACTED, COARSE GRAVEL FILL p FIXT FIXTURE FILE FLOOR1111 III=11 VIII-1 ='PI=1111=1111=''ll=illi-ll!i- 11= ='1=1111=1111=1I I=1111=1111=111=1111=1111=11 GA GAUGE IIII-1111 I-1111-1111 -IIII-1111-1111-1111= I:Y} x� Y . GALV GALVANIZED EXTERIOR -I_I-IIII=III 1=IIII=IIII=1'll-IIII=IIII-II � _ y 1111=1111-I I-1111=1111-III-IIII-III-1111-IIII GWB GYPSUM WALL BOARD _-IIII IIII IIII IIII IIII-IIII IIII-I Ceiling: Cathedral Ceiling (no attic) 1,775 48.0 20.0 0.015 26 HM HOLLOW METAL =IIII=IIII=111=IIII=IIII=IIII=IIII=IIII=11'=1111= HR HOUR BLOWN-IN DENSE-PACK Skylight: Wood Frame 24 0.420 10 HT HEIGHT CELLULOSE INSULATION SHGC: 0.23 HVAC HEATING, VENTILATING, AND AIR CONDITIONING " 3/4" PLYWD SHEATNG Skylight: Wood Frame 18 0.420 8 ILO IN LIEU OF ' r BASEMENT SLAB FLOOR SHGC: 0.23 EXTERIOR WATER-RESISTIVE BARRIER- F2 INSUL INSULATED OR INSULATION SOUTEX FRONTA QUATTRO WIND/AIR TIGHT Skylight: Wood Frame 18 0.420 8 INT INTERIOR WRB (VAPOR OPEN)-TAPE ALL SEAMS W/ SHGC: 0.23 JT JOINT TESCON INVIS TAPE(BLACK) Wall:Wood Frame, 16"o.c. 3,342 22.0 15.0 0.029 55 LBS POUNDS _.. 3"XPS RIGID INSUL. Door#3: Solid Door(under 50%glazing) 35 MAX MAXIMUM INSULWEE' NETTING 0.140 5 MO MASONRY OPENING ? r VERTICAL FURRING Door#26: Solid Door(under 50%glazing) 21 0.140 3 MECH MECHANICAL / MEMBR MEMBRANE HORIz.wD SIDING Door#10: Glass Door(over 50%glazing) 98 0.180 18 I SHGC: 0.40 MFR MANUFACTURER 2X6 WD STUD Door#5: Glass Door(over 50%glazing) MI 51 0.180 9 SHGC: 0.40 5 1/2" (R22) 3" (R15) Door#4: Glass Door(over 50%glazing) MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD MTL METAL SHGC: 0.40 38 0.180 7 MW MILLWORKW3 TYP. EXTERIOR WALL NIC NOT IN CONTRACT Door#8: Glass Door(over 50%glazing) 155 0.180 28 NO NUMBER SHGC: 0.40 Door#7: Glass Door(over 50%glazing) 229 0.180 41 NOM NOMINAL 9 9 OC ON CENTER SHGC: 0.40 OH OPPOSITE HAND Window#2: Wood Frame 78 0.180 14 OZ OUNCE SHGC: 0.40 PERP PERPENDICULAR _ III-IIII- Window#12:Wood Frame 16 0.180 3 PL PLATE � ' - IIII=IIII=III SHGC: 0.40 - IIII=IIII- ELAM PLASTIC LAMINATE DAMPPROOFING Project PLUMB PLUMBING _ =IIII=Illi= PLYD PLYWOOD IIII=IIII=III Title: Scott-Morton Churchill House Report date: 10/16/18 CONT. DRAINBOARD COVER Data filename: PT PRESSURE TREATED 111 IIII II;I III III Page 1 of 2 ' = ENT PAINTXPS RIGID INSUL, PTD PAINTED CI - IIII=III IIII= PVC POLYVINYL CHLORIDE ----" -IIII=1111111 RAG RBR RUBBER AIR GRILLE IIII _ REINFORCED CONCRETE WALL --« III=1111 III III1111 1.1ol RCP REFLECTED CEILING PLAN ' RD ROOF DRAIN READ REQUIRED 11 3" (R15) Window#13:Wood Frame RM ROOM 31 0.180 6 SCLU STRUCTURAL CEILING LEVEL (UNDERSIDE) SHGC: 0.40TYP, BASEMENT WALL Window#14a: Wood Frame � SHT SHEET W4 32 0.180 6 SIM SIMILAR SHGC: 0.40 SPEC SPECIFIED OR SPECIFICATION Window#14b:Wood Frame 113 0.180 20 SPK SPRINKLER SHGC: 0.40 SSD SEE STRUCTURAL DRAWINGS Window#15:Wood Frame 33 0.180 6 SSTL STAINLESS STEEL SHGC: 0.40 STC SOUND TRANSMISSION COEFFICIENT TYPICAL ROOF TYPE SECTIONS Window#11: Wood Frame 40 0.180 7 STL STEEL SHGC: 0.40 STRUCT STRUCTURE OR STRUCTURAL Window 12:Wood Frame 28 0.180 5 T&G TONGUE AND GROOVE SHGC: 0.40 TEL TELEPHONE Window#21: Wood Frame 16 0.180 3 T.O. TOP OF SHGC: 0.40 TOC TOP OF CONCRETE Window#19: Wood Frame SNAP LOCK STANDING SEAM METAL ROOF 128 0.180 23 TOS TOP OF STEEL SHGC: 0.40 T/D TELEPHONE/DATA, 1/2" POLYISO COVERBOARD C EnemyWindow#18: Wood Frame 64 0.180 12 UNO UNLESS NOTED OTHERWISE 2015 " : . TYP TYPICAL SHGC040 Window#17:Wood Frame 64 0.180 12 U/S UNDERSIDE Efficiency SHGC: 0.40 V VOLT 4"XPS RIGID INSULATION 51 0.180 9 Window#16: Wood Frame VAV VARIABLE AIR VOLUME j SHGC: 0.40 VIF VERIFY IN FIELD -- 3/4" PLYWOOD SHEATHING Window#6a: Wood Frame - W/ WITH y - \ ALL SEAMS TAPED W/ 42 0.180 8 WD WOOD WP WATERPROOF -;" Window#6b: Wood Frame 21 0.180 4 WRB WATER-RESISTIVE BARRIER \ 11 7/8'TJI /A///z Above-Grade Wall 37.00 Window#4b:Wood Frame \\ , � SHGC: 0.4017 0.180 3 %: '� BLOWN IN DENSE PACK Below-Grade Wall 15.00 CELLULOSE INSULATION Window#5b: Wood Frame24 0.180 4 RYALL SHERIDAN ARCHITECTS SYMBOLS r / Floor o.00 SHGC: 0.40 174 5TH AVENUE, SUITE 300 `' " 't Window#20:Wood Frame INSULWEB NETTING Ceiling / Roof 68.00 5 0.180 1 NEW YORK, NY 10010 { u SHGC: 0.40 646-809-4343 www.ryallsheridan.com "- Ductwork (unconditioned spaces): Basement: Solid Concrete or Masonry 1,114 0,0 15.0 0.043 48 X KEYNOTE 1/2"FINISH GRADE PLYWOOD Wall height: 7.8' : `„ `o`:• - : � '..' Depth below grade: 7.8' .�..�..,�....,�.:�.;�..":.�...�.�..,.M::h. .:... .. x�• �x,,..,.u„w„,.e:..��; Insulation depth: 7. \ Window 0.18 0.40 00 DOOR TAG R�1�- Crawl: Solid Concrete or Mason PROJECT#: 1801 STANDING SEAM METAL ROOF Masonry 807 0.0 15.0 0.054 29 Wall height: 3.0 C Door 0.18 0.40 g ��c��' h• Depth below grade: 3.0' X14, ,��th1 S• Rye-� i� EXTERIOR WINDOW/ Skylight 0.42 0.23 Insulation depth: 3.0' DRAWN: NC F(� ;�_,: . 7: "r,::.;..,',_>.F°, Compliance fit DOOR TAG WHITE EPDM MEMBRANEF!__-W . • •..;:x'. • s • (: ::_: .,:.:: . " 'vv :'1Statement: The proposed building design described here is consistent with the building plans, specifications, and other *' : ;..•y �W a :: : ..- :: ..:W a:::w:..: calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in CHECKED:g y WR Heating System: REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 1/2'' POLYISO COVERBOARD XX-0 MATERIAL TAG DATE: 10.08.2018 �1 0 Cooling System: q '41". �O E C\1 4 f Water Heater: Name-Title signature Date n� ,10 m XPS RIGID INSULATION _. SCALE: N/A ELEV REFERENCE (DWG #/SHT#) 3/4'' PLYWOOD SHEATHING Name: Date: AXXX ALL SEAMS TAPED W/ Comments X � x ' 11 7/8''TJI BLOWN IN DENSE PACK X >^ �. NOTES & SECTION REFERENCE (DWG #/SHT#) f CELLULOSE INSULATION XX ABBREVIATIONS INSULWEB NETTING X X , " • Project Title: Scott-Morton Churchill House � � DETAIL REFERENCE (DWG #/SHT#) j Report date: 10/16/18 /X> CqJ AXXX `_) 1/2''FINISH GRADE PLYWOOD Data filename: Page 2 of 2 EPDM ROOF R2 EXTERIOR DOORNVINDOW SCHEDULE # 'LOCATION 'WIDTH HEIGHT_ __...... - R.O. WIDHT R.O. HEIGHT U-FACTOR DIVISIONS EXT LAMINATED INT. TEMPERED I NOTES „ _ _ _ _,....,_.__...._. ..................._... SCOTT-I�ORTOII�J -2 - !KITCHEN - 16.6 y 4'9 5/8 __ _ - - _ Y N LIFT&SLIDE WINDOW CHURCHILL 3 !ENTRY 4 3 1/2 ; 7'10 7/8" N/A N/A INSULATED WOOD DOOR - OUTSWING a ORIENT HOUSE — — — _ 4a LIVING/DINING 3'9 1/2" 8'3" _Y GLASS DOOR - OUTSWING _.. . -- 4b 1 LIVING/DINING 3'9 1/2" 4'4 1/2" - -_ ; Y N FIXED - --- .--- - - ---- - - ---- - - I- ---- ' Y 5a LIVING/DINING 3'9 3/8 8'311 Y GLASS DOOR - OUTSWIN i 5b - LIVING/DINING_ -_ 3'9 3/8 44 112" N FIXED - -- - Y ! Y 6a LIVING/DINING 4,3„ 8.3.. _ FIXED---- - _ -- _ - ---- ----,--- -- --- --- - - ,� -- ------ - -- - Y N 6b LIVING/DINING 413" 4'4 1/2" ->5 7 1/4 -- 7 LIVING/DINING 25'2 1/4" I 8'3" j Y Y_____�SLIDWG DOOR TWO OPERABLE ONE FIXED _ _ _ 16'2 1/8" I 8'3" _ _---_-- SLIDING DOOR REVISION DATE LIVING/DINING - -- ------ - - ------ - - - ---- - - „ Y Y FIXED - - 9 BEDRM 1-- -- 3'5 3/8" 8 2 - --�--- -- --- - -- ---- - - 10 BEDRM 1 11 '0" 812" Y Y ;LIFT&SLIDE 1 1 BATH 1 6'0 1/4" 61111 _ . _.... - -_--- Y I FRENCH WINDOWS ---------------- 12 BEDRM 3 4 " Y N TILT/TURN 0 4'0 _ _........... . .......... ; . 13 j BEDRM 2 - _ 8'0" 410" Y N TILT/TURN W/ FIXED 14a STAIR 3111 " 7'6 5/8" Y _. N _ FIXED ......... ............... - ... 14b __ STAIR 14'6- 1/4" - ;----_--- 7'6 5/8" - --- -� --- -_--1 Y N-- - _FIXED - Y..- N FIXED 15 ENTRY 4'8" 7'3 3/8„ 16 LIVING/DINING 8'6T' 7 5 1/4"->8'0” Y N FIXED --- --- - - --- --- - ----- ' 17 LIVING/DINING 8'611 810" ! Y N FIXED - --- --- - ----------- -- - 81011 Y FIXED 18 - - �LIVING/DINING 8 6 --- - - 1 I Y - N FIXED n n LIVING/DINING16 2 1/8 8 0 y ---- -��---- BATH 3 - --------��8�� 1,8„11 Y ---� ---Y TILT/TURN --- --- -------- -- ---- 21 BEDRM 3 3 0 3 6 _ . . ...... ---- i I _ ... - __ _ -- i. ........... TILT/TURN Y Y T -- 26 _I KITCHEN -- ---1 3 0-- --- -- -- 7 1D - - -- ----- -- N/A N/A INSUL. WOOD CLAD OUTSWING DOOR 180 DEGREES --- -- -- - -- -- - - - NOTES SKYLIGHT SCHEDULE # LOCATION - WIDTH HEIGHT R.O. WIDHT R.O. HEIGHT MATERIALS U-FACTOR _ NOTES 1-_-_- -- BATH 1 310" 6'0" „ Double pane, wood frame 0.4 3 - BATH 2 2'1 1/2” ! 4'1 112" _- - _ Double pane, wood frame 0_4 _ X2 4 BATH 3 6'1 1/2" 11 2'1 3/8" Double pane, wood frame 0.4 INTER1013 DOOR SCHEDULE # LOCATION_- _WIDTH HEIGHT R.O. WIDHT- R.O. HEIGHT -I MATERIALS HARDWARE -NOTES 1 - MUDROOM - -_ 310" 710" 1 3/4" SOLID_CORE_WOOD PREHUNG FLUSH PANEL 3 - LAUNDRY 2'6" 710" _ 1 3/4" SOLID CORE WOOD PREHUNG FLUSH PANEL 4 BEDRM 1 3110" 710" 1 3/4" SOLID CORE WOOD ! PREHUNG FLUSH PANEL -_ 5 - BATH 1 216" - 7'0" _ _ 1 3/4" SOLID CORE WOOD -___ PREHUNG FLUSH PANEL - - _ SLIDING FLUSH PANEL 6 LIVING/DINING 8'6" 8'0" 1 3/4" SOLID CORE WOOD 2 6 7'0" 1 3/4" SOLID CORE WOOD PREHUNG FLUSH PANEL 7 - 8 BEDRM 2 216" 710" 1 3/4" SOLID CORE WOOD !PREHUNG_FLUSH PANEL 9A BEDRM 3 BEDRM 3 2�2'611 7'0111 3/4" SOLID-CORE WOOD -_ PREHUNG_FLUSH_PANEL_ _ ___ 2'6" 5'0" 9B ! 1 3/4" SOLID CORE WOOD PREHUNG FLUSH PANEL- BATH 3 I 2'6" 7'0" 1 3/4" SOLID CORE WOOD T ._ _ _PREHUNG FLUSH 10 PANEL- 1 1 A ,BASEMENT - 3'0" 3'0" 1 3/4" SOLID CORE WOOD FLUSH PANEL 1 1 B BASEMENT 3'0„ - - -3,0„ — - -- - - - -- - __.__- 1 3/4 SOLID CORE WOOD FLUSH PANEL PLUMBING FIXTURE SCHEDULE TBD LIGHT FIXTURE SCHEDULE TBD RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 MILLWORK SCHEDULE 646-809-4343 www,ryallsheridan.com PROJECT#: 1801 TBD DRAWN: NC CHECKED: WR DATE: 10.08.2018 qr �o. 01500 - 1,114 SCALE: N/A SCHEDULES ---- --. -------- T _1— ----------- -- CHURCHILL 7— —o - - - -2 —�i,I!i— IIjjIjjjIIjjIjjIIijj jIjjjIj —! iII!I Mas�t.xe,r r:�Bedroom droomDpfiec1"k4 ` � 061jIjiI I I Ijjj iiIjjIjIII IjIIj( I I IIII —IIi — I 3 S I iIiI 2j — i II II 'IiIjijtIIijIIi I �IiIIi , 9i i �IIII Ii `IIiIIIjIIIjI IIII j IIIIIII ,l 3 A22o 411 OOORIENT H O ��( \ U Sr�\E REVISION Ptir � a�Ste u. R. R +D�b -A T E BEDRM 1 I FFE 0'-C"(+17-FASQ BATH 1 10 Cl) I 0260o A300 3 FLOORPLAN KEYNOTES m 1, STONE PAVERS ON GRAVEL BASE 2, MASONRYCHIMNEY 3. WOOD FRAMED DECK SUPPORTED ON CONC, PIERS, 4, WOOD SCREEN. IPE POSTS + LAUNDRY CEDAR BOARDS 5, IN-FLOOR A/C GRILLE 17'-2 5/8" 9'-1 1/2" 6. 5/8" STEEL LANDSCAPE EDGE W/ PEA W/D GRAVEL FILL OVER FILTER FABRIC- SEE D�AILS 7, FRENCH DRAIN -SEE DETAILS8 Lo DW KITCHEN PLAN LEGEND 00 WIDE PLANK SOLID WOOD FLOOR UNFINISHED IPE DECKING W/5 A030 CONCEALED FASTENERS EXTENSION11177 REF. 2"THICK STONE HEARTH LIVNG ROOMx O FFE MUDROOM 0'-0"(+1T-5ASL N !———— ----------- -- - 01 2 1 DN OF � W3 ----------------- A0 16'-5 3/8" 5'-51/2 A00 2 RYALL SHERIDAN ARCHITECTS _------ 174 5TH AVENUE, SUITE 300 ............................................------ ----------------- --------------- . .................... I NEWYORK, NY 10010 645-809-4343 wwwryallsheridan.mrn O Covered Deck PROJECT#: 1801 CV over crawl space 00 4 DRAWN: NC CHECKED: WR DATE: 10.08.201821 '-10 1/4u N° 0150o SCALE: 1/4'=1'-0' co FIRST FLOOR PLAN ----------------- --------- --- ----HOUSE FIRST FLOOR PLAN --- --�oW 6a 1 I 19'-2 5/8" 1/4"=1'0" NII 2 7 17 -7 7/8 ' A2oo 22'-8 3/4" SCOTT-MORTON/ X01 CHURCHILL ORIENT HOUSE 4 i 2 I \ REVISION DATE . I I \ i i i -OPEN TO- - -_OPEN TO---- ---- i 0,-) - BELOW--- _-__------ BELOW— _ Co 00 I A300 N I \\'OPEN TO' ! I 3 FLOORPLAN KEYNOTES i ,BELOW ) I 1, MASONRY CHIMNEY W/ALUMINUM CAP i Attic i 2. IPE PERGOLA 3. OUTLINE OF ROOF OVERHANG ABOVE i 4, ZINC COATED COPPER GUTTER W/ I pg I FRENCH DRAIN BELOW, j I 5, EPDM ROOF MEMBRANE i I 21 i BEDRM 3' 19 i TTT ti 20 i ---- `�' II II I BATH 3 II 12 I II , PLAN LEGEND II WD 1 WIDE PLANK SOLID WOOD ,'' IIIi�IIII17 IIIIIIIIIIIIIIIIIIIII III A2A2d 3110 0 O FLOOR SNAPLO CK GALVANIZED STEEL 3 MTL-1 STANDING SEAM ROOF PANELS C3 BEDRM 2, OPENTO BELOWO FEE +9-11 5/8 OPEN TO BELOW ---------------------- --------------------- W3 -----------------------------------------W3 DN—OPENTO'� –BELOW--_ 02— ` iiIIiiiIIIIi I I o\ \ jI s1b6 IIIIIIIIiIIIIIIIIIIIIIIIIIIIIIiIIIIII III II 4b 16-4 3/4" 4'-7" A300 2 RYALL SHE' RI DA.N' .'��'4FA^ nRFh C-P H�.F1 R Vy"I.y T 'Y `E�Q C� 4� 'T\ S 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 646-809-4343 www,ryallsheridan,com PROJECT#: 1801 N DRAWN: NC CHECKED: WR DATE: 10.08.201821 '-10 1/4° 9r01500 SCALE: 1/4'=1-0 SECOND FLOOR PLAN K HOUSE SECOND FLOOR PLAN 1 I 25'-1 5/8" i f N 171-77/811 2 A2oo ------------0---- -------0--------- --� i i 1 SCOTT-MORTON/ 4 I A201 CHURCHILL 00 ORIENT HOUSE F�i---------------------------------------i-�, IIr----------------------------------� tl I I I REVISION DATE I i I I I I j I I j l I i i ii ► ( I I ii I I I I l i I I i t l i I I I I Ij I i jI co iI i i l 00 1 1" 1 5 1 1 1 A300 ~ I i I I i t 3 FLOORPLAN KEYNOTES N I I 1 j 1 I I 1 I 1, MASONRY CHIMNEY i 1 2. CONC. PIER SUPPORTING FLITCH I I I COLUMNS I I I I i t 3. SONOTUBE PIERS I I 1 4. WOOD FRAMED DECK ABOVE I I I I 1 1 5. INSULATED CRAWL SPACE W/RAT SLAB FLOOR I i I I I I 6. ACCESS TO CRAWL SPACE k t I 1 1 I 7. CANTILEVERED CONCRETE SLAB ABOVE I I I I I I I I G I I I I ( T-9" DCC EXPOSED CONCRETE SLAB j I I j I i 777, �— I J r--- --— 1 ---- ——————————————————————————— i r—J I I I 1 I I I l i I i I 1 1 I I I I i t I I I I I I 4 I I j l I I j I I I & ► i 1 1 I II I A �A3,00 I I 1 j BASEMENT I l i I 11 ��—— — � I 1 I I i I I I � 8'-7 1/2 I I I I I I A2oo � I i I O I CV i t I I i t I A2o1 r------------- I L— --r-- I I I t i I I I I I o0 I I I I i I I m I i I UP I l i I I I I j I i I I 1 1 I I I I I I I 0-1 I , I � , I 7 I ► I I 02— -- - - - - - - - - - - - - - - - - - -r. —. _._._. fi- - - �-- , �— i--------___— _- - - - - I — I - - - - - - - �- -------------------------- l i I — — 1 i r- t —�- - - -�- - I {---------------}------ I j A3c00 co 4 L 0° A300 6 1 11 I I1 I I 2 �— ! I I I I RYALL SHERIDAN ARCHITECTS I I 74 5TH EW YORK, NY AVENUE,E 300 0010 I N I I I I r—J I 646-809-4343 www.ryallsheridan.com I I i O PROJECT#: 1801 O i ." N I I Iav 1 5 I ! I DRAWN: NC c'`\���` I I I J I I i I CHECKED: W co x C i4 I I I 1 I , o_ 21 '-10 1/4" 1 1 I i I DATE: 10.08.2018 s�T N-0�-OI513a0 I I I 1 SCALE: 1/4'=1'-0' I I � 1 --------------------------------------------------------------------------------------�----- I a=_--_._._-____--.�._..�.-�-.�_ BASEMENT i� ---------------------------- FLOOR PLAN F-1 jI i I I II 1 1/4"=1'0" N 17'-7 7/8" Ell2 A2oo i SCOTT-MORTON/ CHURCHILL ORIENT HOUSE 2'-0" 6 - - - - - - - - - - - - - - - - - - �- - - - - - - 4L - - - - - ------- - - - j 4 j REVISION DATE ' i n I' MTL-1 j i 00I I A300 CV4 3 FLOORPLAN KEYNOTES / 1'o1. MASONRY CHIMNEY W/ALUMINUM CAP. jI 2. TRIPPLE PANE SKYLIGHT. 3. SOLAR PANELS ON OFFSETS OVER EPDM MEMBRANE, 4, ZINC COATED COPPER GUTTER W/ f I FRENCH DRAIN BELOW. 5. LINE OF STRUCTURE BELOW 6. IPE PERGOLA, i 7. ERV SUPPLY AND EXHAUSE i PENETRATIONS. SNAPLOCK GALVANIZED STEEL — — — — — — -- -� STANDING SEAM ROOF PANELS 10I ::: : :: - : - - - - ;-- ---- I' j _. . . . . . . 2: ; . .: : ` � : : : : I . �: . . . ii �r ' '. �A30O :: : : : : :. . . . . . . . . . . . . . . . . . . '' ' ' . . . . . ' . . . . . . . . . . . . . . . .: : : : ' 1 1 N 'I• I: I - ( I. 2 !' '� .I. N I� . . f A2a1 . . . . . . . . . . C i --------------i {\ II I - ( S I !i O 02 i : : A300 I I ' I i A300 I Ij I i I 2 RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 646-809-4343 www,ryallsheridan.com rI ` O I , PROJECT#: 1801 �^� DRAWN: NC ;4 CHECKED: WR 21 '-10 1/4 i DATE: 10.08.2018S 4� 0150��aQ-k- 1 —1-- — --- ---- — -- ---- — — —i—J F OF ryrV3 SCALE: 1/4•=1'-0' MTL-1 I '! ---i-- .�--- - ---i--- •-j-;--- - -�`--i--------•------- ROOF PLAN ROOF PLAN 1 1/4"=1'0" N 171-77/811 2 A2oo SCOTT-MORTON/ CHURCHILL ORIENT HOUSE REVISION DATE ELEVATION KEYNOTES 1, ZINC COATED COPPER GUTTER PROJECTING 2' FROM FACADE 2. 112"ALUMINUM PLATE CHIMNEY CAP 3. IPE PERGOLA/SCREEN Second Flr Ceiling Y , --- — --- ---- ----- _ PAINTED/STAINED, SQUARE — p - +17'-5 5/8" WD 5 EDGE 1X6 CEDAR BOARDS 13 14a O PAINTED 1 X6 T&G BOARDS OSNAPLOCK GALVANIZED STEEL STANDING SEAM ROOF PANELS -- -- —_— -- -- -- -- -- ---- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- — -- — — -- -- -- — — -- -- -- — _4- --__. . I Second Level FFE_ 02 +9'-11 5/8 - --- --- --- i - Entry Level FFE ,yam — —0'-0" (+17'-9"ASL) 1 EAST ELEVATION 1 4"=1'0" 2 -- i ----------- -------------------- +1 T-5 5/8" - RYALL SHERIDAN ARCHITECTS - I 174 5TH AVENUE, SUITE 300 lab -- 15 ---- -------- --------- -- NEWYORK, NY 10010 I I I 1 646-809-4343 www.ryallsheridan.com I I I I I I I I I I I I I C4b) i I I 5b I I I I I _ I PROJECT#. 1801 �-- -, -- — -- -- -- -- — — -- — -- -- -- — -- -- �- — -- -- — — �— -- —} — -- -- — — -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --"— — — — -- —".—Second Level FFE § +9'-11 5/8" DRAWN: NCw `���* Yql�' •�� I � -- ------i ---- -- ----- - ---- ---- CHECKED: WR it i # t vii' aF _ r i DATE: 10.08.20189 °• 0 15p ' n 0��. F nt Mrd _ SCALE: 1/4'=1'-0' I Entry Level FFE -- — — — 0'-0" (+1T-9°ASL) EXTERIOR ELEVATIONS 2 NORTH ELEVATION SCOTT-MORTON/ CHURCHILL ORIENT HOUSE REVISION DATE ELEVATION KEYNOTES 2 1, ZINC COATED COPPER GUTTER PROJECTING 2' FROM FACADE 2. 112"ALUMINUM PLATE CHIMNEY CAP 3. IPE PERGOLA/SCREEN Second Fir Ceiling -- -- — - , -t--I-�--�-- -- , --------�----�--- -- -------- --- --- --- -- ----------------------------------------------------------------------- ------------------------------ — -- --- -- — ---- --- PAINTED/STAINEDSQUARE +17-5 5/8 O EDGE 1X6 CEDAR BOARDS WD-6 PAINTED 1 X6 T&G BOARDS i! { f MTL-1 SNAPLOCK GALVANIZED STEEL 6 STANDING SEAM ROOF PANELS i I ; __:_— - - -- Tl--_:-. I -- -- — — -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- — -- — Second Level FFE _77- _'j, LI? _- it it _..._..__ r n 777777-7-M-77 8 3 -------------------------------------- ntry eve l FFE 41 0° (+ L C SOUTH ELEVATION 1/411=1 0 Second Fl r Ceiling — _ +17-5 5/8 ....... . ..... .. . �� 20 ARCHITECTS 174 5TH AVENUE, SUITE 300 ._ . .. __. _.. ... .,.__.... ._..._........._. .. . .. NEW YORK, NY 10010 646-809-4343 www Ilsheridan,com 21 PROJECT#: 1801 _i.. _ ... ___ .. . __ .._ .... e.._. _. _ _.. __ ... ... Second Level FFE ,�;�'.�. _ ..... _..__............ . .__ . .. .. +9'-11 5/8" DRAWN NC As£, S. A.yq�� ��\ F I 1' P �.......... ....... _ . ... . ... _....»... .... . CHECKED WR i trM1, DATE 10 08 2018 'I ) rF yoP SCALE: 1/4'=1'-0' 26 9Op i I : i f« i Entry Level FIFE - -- -- -411 - -1- - � EXTERIOR ELEVATIONS 0'-0" (+17'-9"ASL) 2 WEST ELEVATION 1/4"=1'0" SCOTT-MORTON/ CHURCHILL 1 3 A B C ORIENT HOUSE x500A500 11'-10" R2 — R2 I ,� _____ ____.___.._ ________.. _.—___. -----.. REVISION DATE Ceiling +, Second Flr , SII r I � I 'ng I ,----f\Y,- � -------- ----------- +17-55/8 ,r 12 OPEN 19 I I zo 19 6 -==-1II1II1II,===-=11III1-IIIIIIIIIII.t==;-<II1I;1II1II11.===-=IIIIIII.;IIIIIIIII=,-1 LIIIIJI,III_-=-=I1II1II.I.I==--I1III.1III!II1I===_=I,I1!I1I.I1I_ EPDM MEMBRANE EPDM ROOF MEMBRANE 1/2"POLYISO COVERBOARD 1/2"POLYISO COVERBOARD SCOTT-MORTON/ CUSTOM METAL ROOF EDGE PROFILE 1 1/2"X4"WOOD OUTRIGGER CHURCHILL 4"XPS INSUL. PANELS - -- i �' ORIENT HOUSE EXTERIOR WATER-RESISTIVE BARRIER- K SOLITEX FRONTA QUATTRO WIND/AIR TIGHT WRBy (VAPOR OPEN)-TAPE ALL SEAMS W/TESCON INMS 3/4"IPE TRIM TAPE(BLACK t ? EXTERIOR WATER-RESISTIVE BARRIER - v.. I i I GALVANIZED STEEL SNAP-LOCK METAL BLOWN-IN DENSE PACK CELLULOSE -- - LEDGER ATTACHED TO STANDING SEAM ROOF EXTERIOR WOOD/STEEL COLUMNS 1/2"POLYISO COVERBOARD I I I I GALVANIZED STEEL FLASHING ZINC COATED COPPER FLASHING OVER 11 7/8"TJI BAYS FILLED W/BLOWN-IN WINDOW TRIM DENSE PACK CELLULOSE REVISION DATE ® I TAPE WRB TO WINDOW FRAME W/ � I TESCON INVIS TAPE 2X10 IPE \. TRIPPLE-PANE,ALUMINUM-CLAD,WOOD 4"XPS RIGID INSUL. ® { _ kh -' FRAMED WINDOWS 3/4"PLYWOOD :] ` I I j GALVANIZED STEEL SNAP-LOCK METAL 11 7/8"TJI W/BLOWN-IN CELLULOSE INSUL. _ I I I I STANDING SEAM ROOF 1�_ 1/2"POLYISO COVERBOARD EXTERIOR WATER-RESISTIVE BARRIER- GALVANIZED STEEL FLASHING SOLITEX FRONTA QUATTRO WIND/AIR TIGHT WRB (VAPOR OPEN)-TAPE ALL SEAMS W/TESCON INVIS TAPE(BLACK) _ PRO CL IMA EXfOSEAL ENCORS TAPE AT SILJIL L I I I .h _ .; EXTERIOR WATER-RESISTIVE BARRIER- L-J2X101PE ��-"-� 1X6 CEDAR BOARDS- WRB/AIR BARRIER TAPED&SEALED 1/4"SPACING BETWEEN BOARDS. - SOLITEX FRONTA QUATTRO WIND/AIR TIGHT WRB STAINDED ON 4 SIDES r (VAPOR OPEN)-TAPE ALL SEAMS W/TESCON INMS 4"XPS RIGID INSUL. TAPE(BLACK) I SECTION KEYNOTES 3/4"PLYWOOD `---T 2X6 STUD WALL W/ I ,� � I I BLOWN-IN DENSE PACK CELLULOSE INSUL - ,: .. 1X6 CEDAR BOARDS- 3"! 1/4"SPACING BETWEEN BOARDS. ---- OO ® y. STAINDED ON 4 SIDES Y a. " SS BRACKETS WELDED TO FLITCH PLATE - -- ' SUPPORTING CONTINUOUS STEEL PLATE II I I 1 I 2X6 STUD WALL W/ I I I I 91/2° 1" 1' BLOWN-IN DENSE PACK CELLULOSE INSUL II 1X6 CEDAR BOARDS- 9 1/2"TJI 114"SPACING BETWEEN BOARDS. I{ STAINDED ON 4 SIDES LVL HEADER ;--; I I - BATT INSUL.. FOR SOUND ATTENUATION 2X6 IPE _ ZINC COATED COPPER FLASHING OVER f a = k WINDOW TRIM 2X10 IPE BOLTED TO EACH SIDE OF 5/8" ` I I I I GLAVANIZED STEEL PLATE I CEDAR TRIM {{ I I 3" 51/2" I I I 91/2" 1"41/2" I I Sti I I I I I I I I i I I I I I I I i I i I I 2X10 IPE BOLTED TO EACH SIDE OF 5/8" GLAVANIZED STEEL PLATE d COMBINATION WOOD/STEEL PLATE FLITCH COLUMNS KITCHEN MILLWORK o0 -- `' CEDAR SILL I I I I 5/8"SHEETROCK X [EXTERIOR WATER-RESISTIVE BARRIER- ' E ,c SOLJTEX FRONTA QUATTRO WIND/AIR TIGHT WRB(VAPOR OPEN)- ; { TAPE ALL SEAMS W,/TESCON!NVIS TAPE(BLACK) . XPS RIGID INSULATION BOARD UNDER KITCHEN WINDOW ONLY ® ® 3/4"PLYWOOD 3/4"VERTICAL FURRING STRIPS !' PAINTED 3/4"T&G BOARDS 'L 3/4"T&G WOOD FLOOR OVER 1 : 3/4"PLYWOOD SUBFLOOR 3/4"T&G WOOD FLOOR x +' (<: COR-A-VENT ALONG RAINSCREEN PERIMETER - METAL SILL PAN BLACK EPDM MEMBRANE OVER I TO CONCRETE WALL W/ PRO CLIMA EXTOSEAL ENCOR TAPE TAPERED XPS ® ® j�, MEMBRANE NVIS ADE&TESCON PRIMER RP 10" 71 1 =IIII=IIII=IIII_ a°' =!III=iI=!III I ° a ; STEEL EDGING - W. " IIII=1p. IIII111 !111= "" p .f CEMENT BOARD " !�- ® — DECK FRAMING-SPANNING IIII=IIII=111=111=IIII=1111 a =III=IIII=IIII=1 a �- IIII=1' f IIII=1111 IIII II IIII=1111 RIVER ROCK W/FILTER FABRIC BELOW -=i _ ; �. - Q f = BTW CONC. PIERS =111=1111=I! =III=IIII=11!1 — — =IIII=IIII=IIII=1 =1 : P " 1i 1=1111=IIII=IIII=11!1=IIII =_I=IIII=IIII=IIII=1111 SCOTT-MORTON/ CHURCHILL ORIENT HOUSE D) REVISION DATE I I 1 \ ERV BOOST i ELECTRICAL PLAN KEYNOTES I / ELECTRICAL SYMBOL LEGEND RECEPTACLE RE:,EPTACLE GFG RECEPTACLE ONE SW71CHED OUTLET -® \ GR RECEPTACLE 4-PLD( I RECEPTACLE 220V e� FLOOR RECEPTACLE JUNCTION BOX O SIAOY.E/CO DETECTOR DATA OUTLET p— GFY \\ a \ TELEPHONE OUTLET D-- / C7 S / TV/CABLE OUTLET o- THERMOSTAT p SWITCH •f{} SWITCH,3-WAY SWfiGH,4-WAY t}} - ( EXTERIOR ROLL-DOWN SCREENS SWTT0H,W/DIMMER GFl \ ERV D(WIUST BOOST-MOMENTARY SWITCH, ' / •LOW VOLTAGE WIRING TO ERV UNITS DW \I ROLL-DOWN SHAPES RECESSED DOWNUGHT 0 RECESSED WALL WASHER WALL MTD FV URE ot CEIUNG MTD R+QURE CEIUNG PENDANT Y� RECESSED WALL TD(TURE a LINEAR FLUORESCENT GELING MTD FD(TURE GFl FIN \ rD ; L {-4- D I D \ ERV BOOST7A Hcx 1 / ----------- TO FIXTUREI / \ jIXT ABOFURE ELOW ! f \ I I i ! I I I GFI I I I r RYALL SHERIDAN ARCHITECTS / 174 5TH AVENUE, SUITE 300 j p / NEW YORK, NY 10010 646-809-4343 www,ryallsheridan.com PROJECT#: 1801 i ,_$ALID A� DRAWN: NC C'Ai S. RYgC CHECKED: WR I p / DATE: 10.08.2018 SCALE: 1/4'=1'-0' r o,15 'I0 I , 1 � FIRST FLOOR ELECTRICAL PLAN 1 HOUSE FIRST FLOOR ELECTRICAL 1 14!"=l0" T N SCOTT-MORTON/ CHURCHILL ORIENT HOUSE REVISION DATE —- -- -----------. .................�.................... ----- ... ----- - -- - .__.. ELECTRICAL PLAN KEYNOTES \ 1 I ELECTRICAL SYMBOL LEGEND RECEPTACLE RECEPTACLE GFG RECEPTACLE ONE SWTICHED OUTLET -® RECEPTACLE 4-PUE)< RECEPTACLE 220V � FLOOR RECEPTACLE JUNCTION BOH 0 SMDYE/CO DETECTOR DATA OUTLET D-- TELEPHONE OUTLET �— TV/CABLE OUTLET o- THERMOSTAT O SV TrH -ff} -� SWITCH,SWAY SWITCH,4-WAY {}} SWITCH,W/DIMMER �} ERV EXHAUST&--)CST-MOMENTAR'f SWITCH. LOW VOLTAGE WIRING TO ERV UNrFS \\ ( RECESSED DOWNLIGHT 9 ERV 8006T RECESSED WALL WASHER WALLMTD FMRE 0} \I ! CEILING MID FDcll1RE CEILING PENDANT / RECESSED"REL FIXTURE LINEAR FLUORESCENT -CEILING MTD RKRIRE I D I I I I ' 1 ( i I I ' I I ' I ' II I I I I ' I I 1 ! D I I N-1 i I � � I � 1 I i I ��l O i I ' I I I I j i I I i i RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 ! p NEW YORK, NY 10010 646-809-4343 www.ryallsheridan.com I PROJECT#: 1801 `r 7 L D AgcFY DRAWN: NC �� M S. f Yq�! F I CHECKED: WR I O DATE: 10.08.2018to �h No pQp --- -- ----- -- - -- - - --...- -- ---------- - -- SCALE. =1 0 : 1/4• I i i ' � I SECOND FLOOR I ELECTRICAL PLAN I & OUS HE SECOND FLOOR ELECTRICAL 1/4"=1'0" N -------0------------0------------0 SCOTT-MORTON/ CHURCHILL ORIENT HOUSE I I I I I I I I I I REVISION DATE ELECTRICAL PLAN KEYNOTES ELECTRICAL SYMBOL LEGEND RECEPTACLE RECEPTACLE GFCI RECEPTACLE ONE SWTFCHED OUTLET -® RECEPTACLE 4-PLEX RECEPTACLE 220V aQ FLOOR RECEPTACLE JUNCTVDN BOX O SIvY_VT/CO DETECTOR DATA OUTLET p— TELEPHONE OUTLET TV/CABLE OUTLET �-- THERMOSTAT O SWITCH {f} SWITCH,S-WAY -69- SWITCH, U}SWITCH,4-WAY -F} SWITCH,W/DIMMER ... ..' ———————————— LOW VOLTAGE WIRING TO ERV L MTS JH. . E EXHAUST B,'�C6T MOMENTARY SWTTr' RECESSED DOWNLIGHT 9 RECESSED WALL WASHER WALL MTD FDITURE Oh I CEILING MTD FIXTURE 0R CEILING PENDANT M RECESSED WALL FIXTURE a LINEAR FLUORESCENT a -CEILING MTD FIXTURE I I I Li \ \ Y I � I � I 1 � I � I I I I 1 I I / I I � I I / I / / l / / I � / I / I I I I I I -------------i I I I I I I I I I I I I I RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 I NEW YORK, NY 10010 646-809-4343 www.ryallsheridan.com 1 I I l PROJECT#: 1801 I DRAWN: NC /��4D A.R': i YIt ✓ATF CHECKED: WR DATE: 10.08.2018 I 'ti =. o N SCALE: 1/4'=1'-0' �9� 0. 01508 I \FOF A� I I ----------=--- b BASEMENT ELECTRICAL PLAN 1 BASEMENT ELECTRICAL a a 1/4 =1 0 N ------------ ------------- ------------pi SCOTT-MORTON/ CHURCHILL ORIENT HOUSE I I I I I ® REVISION DATE ERV EX 24 cfm ERV O OA 24 cfm DN MECHANICAL KEYNOTES DNDN MECHANICAL EQUIPMENT&SPECIFICATIONS HEAT PUMP: �— Mitsubishi PUMY-P60NKMU-BS w/1 branch box UP Mitsubishi PUMY-P36NKMU-BS I AHU-1: I Mitsubishi PEFY-P30NMAU-E3 -J N F- AHU-2: �ERV EK Mitsubishi PEFY-P18NMSU-ER2 — --- --- AHU-3: OC2E=DN DN Mitsubishi PEFY-P18NMSU-ER2 THERMOSTATS: Mitsubishi MHK1 (3 total). Leave set for space temperature Q sensing at t-stat,do not use return air. F DUCTWORK: 26 gauge galvanzied sheet metal w/1/2"liner I I I ERV I (unless noted otherwise). Submit shop drawings for review& -- ERV cfm I coordination. I I ENERGY RECOVERY VENTILATION ERV Zehnder ComfoAir 1 350 I I I I DUCTS =Rv j j Interior Distribution: 3"Zehnder EX 36 cfm —————— O I ComfoTu be Exterior Supply/Exhaust5/6" Comfotube(per ® / manuf.) � / I DIFFUSERS DNI Supply Zehnder KE 125 UP / Return Zehnder STB-1 / Housings Zehnder TVA 75 (2/3 /X� �-- I port) CONTROLS (1) Com os nse Controller (3) Remote Control Timers / I (boost) I I II GRILLE NOTE: ~ ERV I EX 24 cfm REFER TO RCP& INTERIOR ELEVATIONS FOR �I ERV GRILLE/REGISTER DIMENSIONS OA 24 cfm I GRILLES TO BE TITUS LINEAR BAR DIFFUSERS. --- J--- JI FRAME/BORDER TO BE CONFIRMED. _ y I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I RYALL SHERIDAN ARCHITECTS I 174 5TH AVENUE, SUITE 300 1 Q NEW YORK, NY 10010 I 646-809-4343 www.ryall3heridan.com I I I I I I PROJECT#: 1801 DRAWN: NC CHECKED: WR ti DATE: 10.08.2018 � 015 oQ`t' 0 O p ry I I SCALE: 1/4'=1'-0' I I I I I I I I FIRST FLOOR I 1 MECHANICAL PLAN I 1 I I I HOUSE FIRST FLOOR MECHANICAL L------- 1 -- -------------------- 1/4"=1'0" M, 1019 N SCOTT-MORTON/ CHURCHILL ORIENT HOUSE i REVISION DATE I I I I I II i i I I� I, x MECHANICAL KEYNOTES MECHANICAL EQUIPMENT&SPECIFICATIONS HEAT PUMP: Mitsubishi PUMY-P60NKMU-BS w/1 branch box Mitsubishi PUMY-P36NKMU-BS DN DN AHU-1: ERV Mitsubishi PEFY-P30NMAU-E3 OA 12 cfm I AHU-2: Mitsubishi PEFY-P18NMSU-ER2 AHU-3: Mitsubishi PEFY-P18NMSU-ER2 THERMOSTATS: ------------------------- _ Mitsubishi MHK1 (3 total), Leave set for space temperature ————————— , sensing at t-stat, do not use return air. DUCTWORK: 26 gauge galvanzied sheet metal w/1/2"liner (unless noted otherwise). Submit shop drawings for review& —' ERV ® � coordination, EX 24 cfm I ENERGY RECOVERY VENTILATION I ERV Zehnder ComfoAir 350 ><— I DUCTS Interior Distribution: 3"Zehnder ComfoTube —• 0 Exterior Supply/Exhaust5/6" Comfotube(per manuf.) DN j DIFFUSERS Supply Zehnder KE 125 Return Zehnder STB-1 ERV I Housings Zehnder TVA 75(2/3 OA 12 cm port) I CONTROLS (1)Comfosense Controller (3) Remote Control Timers (boost) I DN GRILLE NOTE: j I REFER TO RCP& INTERIOR ELEVATIONS FOR I I GRILLE/REGISTER DIMENSIONS GRILLES TO BE TITUS LINEAR BAR DIFFUSERS. FRAME/BORDER TO BE CONFIRMED. I I I I I I I I I I O I I I I I I I I I I I I I I I I I I I I I I RYALL SHERIDAN ARCHITECTS I 174 5TH AVENUE, SUITE 300 p I NEW YORK, NY 10010 I I 646-809-4343 www.ryallsheridan.com I I PROJECT#: 1801 /tip ,��Pen S. R,.h DRAWN: NC CHECKED: WR Yr' S� DATE: 10.08.2018 9� �o. 0, (3 N13 s O oQ, NF SCALE: 1/4'=l'-O' _ i SECOND FLOOR MECHANICAL PLAN i I I ) HOUSE SECOND FLOOR MECHANICAL J/ =1 0 N -----------0------------(D------------0 I SCOTT-MORTON/ I CHURCHILL I ORIENT HOUSE I , I , I I I I I I REVISION DATE MECHANICAL KEYNOTES EXHAUST MIN, 10' MECHANICAL EQUIPMENT&SPECIFICATION , FROM INTAKE HEAT PUMP: Mitsubishi PUMY-P60NKMU-BS w/1 branch box Mitsubishi PUMY-P36NKMU-BS AHU-1: Mitsubishi PEFY-P30NMAU-E3 AHU-2: Mitsubishi PEFY-P18NMSU-ER2 AHU-3: ® Mitsubishi PEFY-P18NMSU-ER2 FRESH AIR INTAKE MIN.36"—Y THERMOSTATS: ABOVE GRADE _________ temperature ___ ^ Mitsubishi MHK1 (3 total), Leave set for space empera ure ZT,! sensing at t-stat,do not use return air. DUCTWORK: 26 gauge galvanzied sheet metal w/1/2"liner 1 (unless noted otherwise). Submit shop drawings for review& 1 coordination. w co I N LL = m a a I ENERGY RECOVERY VENTILATION I ERV Zehnder ComfoAir 350 I DUCTS I Interior Distribution: 3"Zehnder ComfoTube I Exterior Supply/Exhaust5/6" Comfotube (per manuf.) I DIFFUSERS Supply Zehnder KE 125 Return Zehnder STB-1 m = 'i' Housings Zehnder TVA 75 2/3 L.L = port) a I CONTROLS (1) Comfosense Controller 1 (3) Remote Control Timers ERV (boost) EX 12 cfm , �ERV OA 12 cfm i GRILLE NOTE: REFER TO RCP& INTERIOR ELEVATIONS FOR I GRILLE/REGISTER DIMENSIONS GRILLES TO BE TITUS LINEAR BAR DIFFUSERS. I FRAME/BORDER TO BE CONFIRMED. I I I � I I I , I I I I I I I I I RYALL SHERIDAN ARCHITECTS 1 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 I 645-809-4343 www.ryallsheridan.com I I PROJECT#: 1801 ED qHC\ DRAWN: NC d,��y /\ Rq � CHECKED: WR DATE: 10.08.2018 \T��0. 015 01, SCALE: 1/4'=1'-0' -q0 I --------------� BASEMENT MECHANICAL PLAN 1 BASEMENT MECHANICAL F-1 a 1/4"=1'0" N ry 6" c*K STRUCTURAL STEEL FLOOR SYSTEM EDWARD ARMUS s 1 ALL STRUCTURAL STEEL SHALL BE A-36 STEEL SPECIFICATIONS. AFFIDAVIT O BE FILED WITH BUNFORMING TO ILDING NG DEPARTME T ENGINEERING, PLLC NEW FOUNDATION WALL: 10"THICK 4" INTERIOR LEDGE FOR POURED CONCRETE WALL WITH#4 I UPON REQUEST. EDWARD ARMUS, PE WOOD FRAMING, 5/8"x8" REBAR AT 24"OC HORZNERTICAL, 22'_4" 2. ALL STRUCTURAL STEEL FABRICATION, ERECTION,AND CONNECTIONS 36 DEER RUN WOOD STUDS INSTALLED ANCHOR BOLTS SHALL CONFORM TO LATEST AISC STANDARDS AND SPECIFICATIONS WATER MILL, NY 11976 24 BOTH SIDES OF COLUMN TYPE 2 CONSTRUCTION EXCEPT AS NOTED. 631-804-6267 1 — 3. ALL FIELD CONNECTIONS TO BE 3/4"DIA.MACHINE BOLTS UNLESS -- b INDICATED OTHERWISE. SHOP CONNECTIONS TO BE EITHER MACHINE co w BOLTED OR WELDED. ALL BOLTS TO BE A-325 FRICTION TYPE. I bo CONNECTIONS SHALL BE PER TYPE 1 CONSTRUCTION PER AISC FOR c I 10" PORTAL FRAMES AND SHALL BE DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE MOVEMENT AND SHEAR CAPACITY. ALL REMAINING STEEL ffyf HSS COLUMNS TO HAVE 16" THRU HOLES TO HAVE TYPE 2 CONNECTIONS. A-307 BOLTS MAY BE USED FOR FOOTING:(4) CONTINUOUS 24"x10" MINOR CONNECTIONS WHEN ACCEPTABLE TO ENGINEER, 2�" FOR CONNECTION OF WOOD FRAMING, 4"POURED CONCRETE SLAB ON FOOTING WITH (4)#4 LONGITUDINAL 4. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS � COMPACTED GRADE WITH WWM HOLES TO BE CENTERED WITH REINFORCING BARS AND#4 TRANSVERSE BARS TO THE ENGINEER FOR APPROVAL. ERECTION OF STRUCTURAL STEEL PROPOSED WALLS, 4" FROM TOP AND AT 48"OC WITH 18" LONG#4 2' FOOTING I SHALL NOT PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. „ DOWELS AT 24" I 5. ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. BOTTOM OF COLUMN, 24 ON-CENTER ,/ - ALONG LENGTH OF COLUMN _/ � 6" STEM CRAWLSPACE BARRIER, 10"WALL THE EDUCATION LAW OF THE STATE OF NEW BARRIER, 6 MIL PLASTIC YORK PROHIBITS ANY PERSON FROM 2�-0 4" LEDGE z ALTERING ANYTHING ON THE DRAWINGS J AND/OR THE ACCOMPANYING SPECIFICATIONS,UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL O Q ENGINEER,WHERE SUCH ALTERATIONS ARE TYPICAL HSS COLUMNS TYPICAL FOUNDATION WALL DETAIL ° O � MADE,THE PROFESSIONAL ENGINEER MUST SIGN,SEAL,DATE AND DESCRIBE THE FULL SCALE' NTS N j EXTENT OF THE ALTERATION ON THE NOTE: SCALE: NTS �� co bo 1. FRAMING-DO NOT PLACE FLOOR JOISTS OR ROOF RAFTERS DIRECTLY OVER PARALLEL NON-LOAD DRAWING AND/OR IN THE SPECIFICATION BEARING INTERIOR WALLS BELOW,WALL TOP PLATE SHALL BE ACCESSIBLE FOR M.E.P.'S. (NYS ED.LAW SECTION 7209-2). n1 N 2. FRAMING MEMBERS ILLUSTRATED ON THE PLANS ARE FOR GENERAL DIRECTION AND INTENT. USE FRAMING NOTES FOR FRAMING SIZES, SPACING AND ASSEMBLIES. ARCHITECT: TOP OF WALL SAME AS 3. CONTRACTOR MUST COMPARE STRUCTURAL PLAN TO ARCHITECTURAL DRAWINGS AND NOTES RYALL PORTER — — C 'I ! LEDGE, PROVIDE ANCHOR PRIOR TO START OF CONSTRUCTION-CONTACT ARCHITECT WITH ANY DISCREPANCIES OR CONFLICTS SH ERI DAN ARCHITECTS _-____ BOLTS AT 2'OC FLOOR SYSTEM �N v 4. ALL DIMENSIONS ARE PER THE ARCHITECTURAL DRAWINGS, REFER TO AND VERIFY WITH THE 45 WEST 21st STREET, 4th FL --=:� —�—^�• _�• -- — DOUBLE FJ AT PANEL WALL AND INSTALL o _ I A-DRAWINGS PRIOR TO THE START OF FRAMING. NEW YORK, NY 10010 THRU JOIST FLANGE TO DOUBLE WALL NEW FOUNDATION WALL: 10"THICK 5.ALL STRUCTURAL STEEL W-SECTIONS SHALL HAVE TOP, BOTTOM AND WEB HOLES. ALL HSS 212-254-1175 I, ( PLATES WITH MIN. 4" SIMPSON SDWS 4" INTERIOR LEDGE FOR POURED CONCRETE WALL WITH#4 COLUMNS TO HAVE SIDE THRU HOLES FOR WALL CONNECTIONS. LAGS AT 16" OC -TYPICAL WOOD FRAMING, 5/8"x8" REBAR AT 24"OC HORZNERTICAL. HSS 4X4X;COLUM SLAB AT CRAWLSPACE DEPTH L.I I •I 10° I 00ANCHOR BOLTS - 9 I c) �r • �, I I FOOTING:(4) CONTINUOUS 24"x10" I,' 4" POURED CONCRETE SLAB ON FOOTING WITH 4 #4 LONGITUDINAL STEPPED FOOTING z STEPPED FOOTING 5/8" CDX PANELS FASTENED WITH 8d COMPACTED GRADE WITH WWM BARS AND#4 TRANSVERSE BARS FULL BASEMENT J FULL BASEMENT GALV. COMMON NAILS AT 3" OC AT ALL REINFORCING TO CRAWLSPACE O ¢ TO CRAWLSPACE STUD AND PLATE LINES -TYPICAL AT 48"OC WITH 18" LONG#4 I DOWELS AT 24" U- b 17'-5" '-5" I. I' I, i' I �.I• o N VARPOR� I L� • BARRIER, 6 MIL PLASTIC 3 - - I• ( I I"I STUD WALL AS PER PLANS 2'-0" -2' TYPICAL CRAWLSPACE WALL DETAIL SCALE: NTS ' i M ' DOUBLE STUDS AT HOLDOWNS r` SPREAD FOOTIN PIPE COLUMN WITH 8x8x5/8"BASE PLATE I' TYPICAL BASEMENT COLUMN:3x3x1/4 10"THICK WITH 2 2 AND 4x8x1/2"TOP PLATE[C1-2] GLUE AND ANCHOR BOTTOM PLATE WITH I (5)#4 BOTH WAYS 4 POURED CONCRETE SLAB WITH 6X6 WWM ' g" LT 2 PRICING&PERMIT 9/25/18 MIN. 4" SIMPSON SDWS LAGS AT 16" OC- • d AT MID DEPTH ON MECHANICALLY 2' FOOTING N N _� 1 SCHEMATIC 6/26/18 r. I a TYPICAL 11 COMPACTED SAND BACK FILL N I No. Revision/Issue Date DOUBLE FJ UNDER WALL -------......—'—'---------..................—' - 6 STEM (4)STUD POST U I I HSS 4X4X4 COLUM I 10°WALL TO 2ND FLOOR a cn NEW FOUNDATION WALL: 10"THICK TYPICAL INTERIOR SHEAR WALL DETAIL VARPOR POURED CONCRETE WALL WITH#4 rr 4" LEDGE FULL BASEMENT x O x O BARRIER,4 MIL PLASTIC 1 o" = REBAR AT 24"OC HORZNERTICAL. M0 co M � I N J SCALE: NTS I =&4 9 0- w a � J FULL BASEMENT FOOTING:(4) CONTINUOUS o o 24"X10" FOOTING WITH (4)#4 LONGITUDINAL BARS AND#4 - TRANSVERSE BARS AT 48"OC - 8f� WITH 18"LONG#4 DOWELS AT 24" Imo-, _`r w " SS 5X5X4 COLUMN 1'_2' Q V W z ROOF COLUMN PIERS 8 DIAMETER 3,500 i 5-10 SIMPSON ' PSI POURED CONCRETE SONOTUBE PIER 2�-0 _ I w Z = z ABLI44 z - WITH THREE #4 VERTICAL REBAR ON ; N N 0 O w BIGFOOT BF20 FOOTING BASE - BOTTOM TYPICAL SLAB ON GRADE DETAIL �, w = O TOP VIEW MINIMUM 36" BELOW FINAL GRADE - WITH O O 5/8" ANCHOR BOLT FOR CONNECTION TO SCALE: NTS i , z a \\ �� 7 j GIRDER - SEE DETAIL o J I�• • F_ co u I - - - '-5" 1 _2 BIGFOOT FOOTING FORM I 16 I BF 20 FOOTING HSS 5X5X4 COLUMN 1 CV I CV 20 I' TYPICAL SONOTUBE DETAIL. SCALE: NTS P �-- —L I ~ cn W '-5" 1'-2' o CD STEPPED FOOTING STEPPED FOOTING iQ z 24x BAR DIA. SAME SIZE AS CONT. REINF.X6'-0. IF SIZE FULL BASEMENT FULL BASEMENT SAME SIZE AS CONT. REINF.-IF SIZ `V TO CRAWLSPACE TO CRAWLSPACE OF CONT. REINF. CHANGES USE FORT&B. OF CONT. REINF. CHANGES USE LARGER N CONT. REINF. SIZE. PROVIDE#4X6'-0 @ 12" BETWEEN 0 Q LARGER SIZE FOR CORNER BAR. PROVIDE#4X6'-0 @12"BETWEEN 1'-p T&B REINFORCEMENT ��,1 SLAB ON GRADE I z 10x BAR DIA. T&B CONT. REINFORCEMENT I I Q I O Z $; I O J � J O Lu Q - a m w - 1 — "1 L I -� - -- - I-1 w Q o - m O z r-o° GR. BM. REINF. M `° �� N OU GR. BM. REINF. N _ _ _ _ _ _ o _ I N W • THIS DETAIL IS APPLICABLE TO ALL CONCRETE WALLS AND MUST o BE REPEATED ON CONCRETE REINFORCEMENT SHOP DRAWINGS. `? E 18'-2" LL i� ih co CORNER DETAIL INTERSECTION DETAIL PIER DETAIL _ PROJECT NO. SHEET REINFORCEMENT LAPPING DETAIL I S-MC ORIENT SCALE: NTS FOUNDATION PLAN (BASEMENT SHOWN) '- " I '- " DATE 4„ --- � ' -- - 99 4 JUNE 2018 S- 1 SCALE: 1 /4" = V-0" 2-4 c SCALE AS NOTED FRAMING NOTES JOIST MAY BE SHIFTED UP TO 3" IF FLOOR PANEL EDGE IS 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- � SUPPORTED AND SPAN RATING LARCH STRUCTURAL GRADE NO. 1 OR BETTER. EDWARD ARMUS IS NOT EXCEEDED. DO NOT CUT 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS. ENGINEERING, PLLC JOIST FLANG S. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, EDWARD ARMUS, PE c PLUMBING DROP , 3/4" MIN.THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON 36 DEER RUN SOLID BLOCKING. GLUE AND NAIL ALL SHEETS. WATER MILL, NY 11976 4. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE 631-804-6267 - - -------- ---- - -- - _ - TS. (ALL UPRIGHTS - - -" HEADERS SHALL -_ - --- (2)FLUSH 11-7/8"LVL HEADER TO BE GLUED WITH PL PREMIUM AND NAILED.)ALL HEA - - _� BE A MINIMUM OF (2)2X8 OR AS SHOWN ON DRAWING. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR w BEAMS AS PER N.Y.S. CODE OR AS NOTED " w 8-0 O.C. MIN. FULL HEIGHT SHEAR WALL-SEE TYPICAL DETAIL ! p @ PROVIDE 2 SPACE FOR AIR CIRCULATION IN ROOFS. Efi E�FJ: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR = 6. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS, STAIRS, ETC.) J! OR AS NOTED ON DRAWINGS. 7. TRIPLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS ADDITIONAL JOIST IS REQUIRED OR AS NOTED ON DRAWINGS. TOILET IF FLOOR PANEL EDGE IS 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED UNSUPPORTED OR IF SPAN �; - GALVANIZED METAL CONNECTORS BY"TECO"OR APPROVED EQUAL. RATING IS EXCEEDED. ( THE EDUCATION LAW OF THE STATE OF NEW 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS YORK PROHIBITS ANY PERSON FROM A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND ALTERING ANYTHING ON THE DRAWINGS ! PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. OR THE ACCOMPANYING SPECIFICAT ONS,UNLESS IT'S UNDER THE Li DIRECTION OF A LICENSED PROFESSIONAL *MINIMUM AD FROM 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 4"O.C. EXTERIOR ENGINEER,WHERE SUCH ALTERATIONS ARE .� - C� ) @ BEARING SHEAR WALL ABOVE, PROVIDE OVE �, �� MADE,THE PROFESSIONAL ENGINEER MUST EDGES AND 6D @12 O.C. INTERMEDIATE. SIGN,SEAL,DATE AND DESCRIBE THE FULL � FJ: 11-7/8"TJI, 560 SERIES AT 16"O.C, 3/4"T&G SUBFLOOR JOIST AND SOLID BLOCKING DOWN TO EXTENT OF THE ALTERATION ON THE I s) FOUNDATION WALL BELOW WITH ANCHORING 1 �� f'j 11. FINISH TO BE SPECIFIED BY ARCHITECT, FLASHING AND WATERPROOFING DRAWING AND/OR IN THE SPECIFICATION ---- - --- Y16 --'` BY GENERAL CONTRACTOR. (NYS ED.LAW SECTION 7209-2>. 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD PE ABOVEWITH GALVANIZED HURRICANE TYPE CONNECTORS BY"TECO" OR ARCHITECT: APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDERYALL PORTER FULL HEIGHT SHEAR WALL-SEE TYPICAL DETAIL HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS.(4)STUD POST UP (4)STUD POST UP 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SHERIDAN ARCHITECTS I ; I SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 45 WEST 21st STREET, 4th FL - �- --� GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED NEW YORK, NY 10010 SQUASH BLOCKS AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS 212-254-1175 USE 2X4 MINIMUM SQUASH BLOCKS TO SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A HSS 4X4XJ COLUMN TRANSFER LOAD AROUND TJI®JOIST HSS 4X4XJ COLUMN MINIMUM. A SINGLE 1-3/4" LVL RIM JOIST SHALL BE REQUIRED AT III _� FLOOR PERIMETERS. HANDLING, STORAGE AND ERECTION OF FJ: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR1 COMPONENTS SHALL BE AS PERJANUFACTURERS RECOMMENDATIONS. I 1 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF STRUCTURAL SCREW (SDS)AT 12"OC THRU LAMINATIONS AS PER MANUFACTURERS SPECIFICATIONS II.ID 15. ALL FLITCH BEAMS TO HAVE 2 ROWS OF 1/2"DIA. GALV. I (4)STUD POST U MACHINE BOLTS @ 18"O.C.AND( BOLTS 3" FROM EACH END. (4)STUD POST UP HSS 5X5X3/8 COLUMN 111 i -- —- ----- - ¢ I FRAMED WALL f m 2 2 OPEN ABOVE ILL 01 -411 m m DOUBLE JOISTS TO HAVE WEB FILLERS-TYPICAL m ml LINEAR REGISTER LOCATION W W {�I FJ. 11-7/8"TJI,560 SERIES AT 16 O.C, 3/4"T&G SUBFLOOR III O O (4)STUD POST UP I l i (4)STUD POST D m m I I 2 PRICING&PERMIT 9/25118 1 SCHEMATIC 6/26/18 l-;# _ _tl._ / No. Revision/Issue Date FJ: 11-7/8"TJI,560 SERIES AT 16 O.C,314"T&G SUBFLOOR OPEN ABOVE I' HSS 4X4Xa COLUMN t HSS 4X4Xa COLUMN w > I ) ! ) \ O it ( Q I FJ: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR I FJ: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SUBFLOOR I OPEN ABOVE OPEN ABOVE ( = U O I� \ Cl I /HEADER 2 2X10 W HSS 5X5X4 COLUMN % \ �' / HSS 5X5X4 COLUMN I 0 V z --- '� Z I— I LU TOILET ] \ i- i II Q O w �,1 — P O , Z LINEAR REGISTER LOCATION , O C ~ T — w .1.. O 0 0 I d FJ: 11-7/8"TJI,560 SERIES AT 16"O.C, 3/4"T&G SUBFLOOR r F- 2 - - - - - -I ----- - - - - 2 - - - - - - - __ - - - /O�� �II SS 5 5X4 COLUMN ; HSS 5 5X4 COLUMN — HEADER HEADER (2)11-7/8"L (2)11 7/8"LVL I 1 I - MASONRY CHIMNEY MASONRY CHIMNEY i SLAB ON GRADE LLI aO U. •{ 5"THICK POURED CONCRETE FLOOR SLAB W/6X6#10/10 WELDED WIRE MESH ON 6" I I MINIMUM MECHANICALLY COMPACTED RCA. ® z WELDED WIRE MESH TO BE LAPPED A MINIMUM 12"O.C.-TYPICAL I , A --� z LL 1 1 U) I I , PROJECT NO. SHEET FLUSH W10X19 HEADER 18-23.1 71 IE S-MC ORIENT 1ST FLOOR JOISTS PLAN (1sT FLOOR SHOWN) -- ----- l - ; ; y 1ST FLOOR FRAMING PLAN (1ST FLOOR SHOWN) _ ____ 19 _ 7 ; JUNE 2018 S_2 SCALE: 114" = V-0" g C SCALE: 1/4" = V-0" g SCALE AS NOTED ' ' WEB STIFFENER ATTACHMENT ALLOWABLE HOLES - HEADERS AND BEAMS 1.65E TimberStrandD LSL Headers and Beams 2%"MAXIMUM ALLOWABLE HOLES - TJR Joists IY2"hole may be cut (IY2"FOR TJI1D 2 x diameter of the Min.distance from Table A Min.distance from Table B anywhere in web out- 560,560D) NAILING: SEE SIZES BELOW. largest hole(minimum) EDWARDARMLIS DO NOT side of hatched zone Y3 depth cut or notch flange. WEB STIFFENER BOTH WITH POINT LOAD FROM ABOVE, Allowed hole zone ENGINEERING, PLLC SIDES.SEE SIZES BELOW. AND NO SUPPORT BELOW,INSTALL WEB STIFFENER TIGHT TO TOP TIGHT FIT* h 0 T FLANGE(GAP AT BOTTOM FLANGE) 6-IN 0 36 DEER RUN NAILING REQUIREMENTS 0 0 0 0 0 1.55 E TimberStrandl&LSL WATER MILL, NY 11976 2) 11 V �2 6" TJI4D JOIST DEPTH MINIMUM WEB -7/8"LVL HEADER OVER WALL BELOW 6' Closely grouped round NUMBER NAILS F= holes are permitted if SERIES (IN.) STIFFENER SIZE TYPE Header or Beam Maximum Round 631-804-6267 No field cut minimum minimum No Do not cut END INTERMEDIATE Depth Hole Size holes in the group perimeter holes larger 110 ALL x 25/16"�') 94"-9y2" 3" 4 —DO hatched (applies to all holes meets requirements for hatched than IY2"in 8. cut holes in cantilever except knockouts) 8 zones zones cantilever 210 ALL 3/4"x 2 V, Eld reinforcement round or square holes. 1 14"-1 1 3%" TABLE A - END SUPPORT General Notes See Illustration for allowed hole zone MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT 560 All I?x4(2) 16d (0.135"x 3Y2") 9 Allowed hole zone suitable for headers and beams with JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 181, uniform and/or concentrated loads anywhere along the member. DEPTH Tile 4 4 e Round holes only (1)PS1 OR PS2 SHEATHING,FACE GRAIN VERTICAL 01. -01, SPECIFICATIONS,UNLESS IT'S UNDER THE 2x6 2x8 DIRECTION OF A LICENSED PROFESSIONAL LU I Not PSL ALLOWED HOLE Header or Beam Maximum Round MADE,THE PROFESSIONAL ENGINEER MUST 11-01, FILLER 4'-0" 6-0" sheathing sheathing sheathing sheathin Not applicable ZONE )epth Hole Size SIGN,SEAL,DATE AND DESCRIBE THE FULL W 660 1,-0") 1'-0" 1'-0" BACKER BLOCK DRAWING AND/OR IN THE SPECIFICATION FULL HEIGHT BEARINU 360 1'-0" l'- A-141 See Illustration for Allowed Hole Zone V-0" 2'-0" 4'-0" 5'-6" 10'-0" 11-01, V-6-1 3-0"" 4'�6" 6'-0"11 13-4-1 IF NECESSARY,INCREASE FILLER AND BACKER BLOCK HEIGHT FOR FACE MOUNT HANGERS AND MAINTAINX GAP AT TOP OF:JOIST SEE DETAIL W WALL BELOW 560 �u 1'-0" 2'-0" 4'-6" T-0" 1 V-0" 2'-0" VUERAND BACKER BLOCK DIMENSIONS SHOULD ACCOMODATE REQUIRED NAILING WITHOUT SPLITTING(12'MINIMUM FOR BACKER BLOCKS AND 24' GENERAL NOTES 00 MINIMUM FOR FILLER BLOCKS). ARCHITECT: 20" 360 1'-0- V-0" V-0" V-0" 1'-0" Z-0- 4'-0" T-O" 1 V-0" 9 Allowed hole zone suitable for headers and beams with uniform loads only. ADD WEB FILLER TO — * Round holes only TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT * No holes in headers or beams in plank orientation. SHERIDAN ARCHITECTS MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT UJ LU 45 WEST 21 st STREET, 4th FL (L li 1 1 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 5.5"WEB HT X 2.5"FLANGE WIDTH 16-GA., 14FT LONG, PAIR SET 16"OC END TRACKS TO CAP STUDS 5.5"WEB DEPTH X 2"LEG WIDTH W10 X 49 RIDGE BEAM,WOOD PAC 16-GA,CONTINUOUS ALONG LENGTH OF OVERHANG KED WEBS ROOF RIDGE A IF 1 CONTINUOUS INNER STEE 'CK 5.5"WEB DEPTH X 2"'LEG WIDTH, 16 A. OVERHANG FRAMING: DOUBLE 5.5"STEEL STUDS LU LL W LU UJ No. Revision/issue Date izoz OVERHANG FRAMING: DOUBLE 5.5"STEEL STUDS LL STIFFENERS ON BOTH SIDES OF L —I 4 BEAM FOR CONNECTION TO BUILT-UP LVL RAFTERS-TYPICAL I W10X 30 RIDGE BEAM WITH WOOD PACK IWI 0 X 49 RIDGE E WOOD PACKED WEBS co HSS 5X5X 3/8 COLUMN RIDGE END CARRIED BY 00 FLAG CONNECTION EXTERNAL COLUMN BELOW Uj Z TO GIRDER 06 SIDES OF OPENING,ADD WEB UJ I r < 0 00 FILLERS PER MANUFACTURER 0 FILLERS PER MANUFACTURER IJU DOUBLE RAFTERS AT BOTH UJ C2 17L 0 00 0 LVL JOINTS TO LAND AT COLUMN FLAT RR 11-7/8"TJI,360 SERIES AT 16"OC CENTERLINE,STAGGER LVL JOINT FLAT RR 11-711"TJI,360 SERIES AT 16"Or, MINIMUM ONE COLUMN APART Sc 8 LD'a't'e 61 [IL36 T-0' 5'-0" 5'-6" V-0" 10'-0" 11'-6" 71 2 1 OVERHANG FRAMING: DOUBLE 5.5"STEEL STUDS-5.5"WEB TX 2.5"FLANGE WIDTH, 16-GA., 14FT LONG A FULL HEIGHT BEARING WALL BELOW-BOTH SIDES CONTINUOUS OUTER STEEL TRACK WITH WOOD PACK FOR TRIM ADJUSTABLE RAFTER INSTALLATION AND SOFFIT,5.5" u_ HANGER, SIMPSON LSU5.12 (o MASONRY CHIMNEY OPENING WEB DEPTH X 2"LEG WIDTH, 16 GA. ^ (4)SIMPSON HRS12 STRAPS EQUAL CONTINUOUS OUTER STEEL TRACK WITH WOOD PACK FOR FULL HEIGHT BEARING MASONRY CHIMNEY TRIM INSTALLATION AND SOFFIT,5.5"WEB DEPTH X 2"LEG — — — — —— WALL BE LOW-BOTH S I D ES (5 SPACED,INSTALLED OVER DOUBLE — — — — — — — 0 (2) 11-7/8"LVL HDR JOISTS AND FIELD BENT TIGHT TO WIDTH,16 GA.,USE WOOD TO STEEL DRILLING SCREWS FOR� 0 SIDES,FASTEN WITH(2)1-1/4 SELFDRILLING SCREWS PER SIDE -4(0 ATTACHING SHEATHING AND WOOD PACKOUTSco LL LU Uj LL LU "0 6 I-_ — I OV' ERHA'ING FRAMING: DOUBLE 5.5"STEEL STUDS LL OVERHANG FRAMING:DOUBLE 5.5" (2)SIMPSON H8 TIES FASTENED TO EACH SIDE OF DOUBLE CD Uj (0 JOISTS WITH(3)1-1/4"SELF DRILLING SCREWS PER TIE AND STEEL STUDS,5.5"WEB HT X 2.5" 0 f=5.5"WEB TX 2.5"FLANGE WIDTH, 16-GA., 14FT LONG SDS G SCREWS INTO BUILT-UP RAFTERS-TYPICAL AT 3 FLANGE WIDTH,16-GA.,14FT LONG U.1 LU 0 TYPICAL ROOF OVERHANG SECTION LU U) 00 Z LL Ul 0 OVERHANG FRAMING: DOUBLE 5.5"STEEL STUDS PROJECT NO. SHEET 18-23.1 S-MC ORIENT DATE JUNE 2018 —4 MAIN ROOF FRAMING PLAN ���s�Ho�wN� OVERHANG FRAMING PLAN (ROOF SHOV"lliill -1 7 7 UQ S