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HomeMy WebLinkAbout43268-Z g�FFOI Town of Southold 12/28/2021 a P.O.Box 1179 0 W m 53095 Main Rd y1j�� �ao� 4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42646 Date: 12/28/2021 THIS CERTIFIES that the building ACCESSORY Location of Property: 1220 Old Farm Rd., Orient SCTM#: 473889 Sec/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. 43268 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: accessory non-habitable, non-sleeping unheated garage/pool house with half bath and outdoor shower stall as applied for. The certificate is issued to Morton,Keith&Christine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0084 8/12/2020 ELECTRICAL CERTIFICATE NO. 43268 9/16/2020 PLUMBERS CERTIFICATION DATED .9/24/2020 NAII PojrAs East P tubing thori 0 Signature TOWN OF SOUTHOLD �gUFFO;,�Co BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE "oy • � �� SOUTHOLD, NY . dip��bati�u 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#: 43268 Date: 12/3/2018 Permission is hereby granted to: Morton, Keith & Christine 700 Orchard St , Orient, NY 11957 To: construct accessory garage 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: ACCESSORY $481.20 CO -ACCESSORY BUILDING $50.00 ELECTRIC $125.00 Total: $656.20 it inellkspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: V Old or Pre-existing Building: (check one) Location of Property: / a,acs cud FaV1+ House No. 1 ,_ �Street J Hamlet Owner or Owners of Property: Kf 1T71 SCMo I`� Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. !r Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ .4�� 1 Applicant Signat re OF SO(/T�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 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#: 43268 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: 59276ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 8 Ceiling Fixtures 4 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 5 CO2 Detectors Sub Panel $Qq A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches LiQ 4'LED Exit Fixtures Pump Other Equipment: Mini Split AC Notes: Garage Inspector Signature: �.� 1 Date: September 16, 2020 S.Devlin-Cert Electrical Compliance Form.xls oF saoT,y�� , Town HaU Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 11790 ® O Southold,NY 11971-0959 Y , E Cly 1 1 BUILDING DEPARTMENT l TOWN OF SOLTMOLD - SEP 2 8 2020 ' BUH',DTr4G DEPT. CERTIFICATION Date: Building Permit No. 2 6 8 Owner: rh_ (Please print) Plumber: All &YAc Earl- e/ut»l 'hg (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this L� dayoi sep-�Crn&r , 20 ZO 49 kl4v ` SUSAN A.RIZZO Notary Public,State of New York No.01 R16183459 Qualifiedin Notary Public,``%� ��County ires Mach 17 Commission Exp 200- JU /� 50U1yo6 V* # TOWN OF SOUTHOLD- BUILDING, DEPT. �o • �o 765-1802 I.NSPECTION - [ FOUNDATION 1ST [ ]- ROUGH PLBG. [ ] UNDATION 2ND [�/INSULATIOWCAULKING - 4 FRAMIN /STRAPPING [ ] FINAL [ ] FIREPLACE`&-CHIMNEY [ j FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] PRE 10 REMARKS: d� TTbuv�,4AOn,_ fi ve- c)� vt 14. Nk �' �3 gqan DA v/ DATECD � INSPECTOR OF SOUTyO� 7 2.L C , LTJ a AG l * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY f ]' -FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION EllELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) , CODE VIOLATION f [ ] PRE C/O REMARKS: � 1tiow n IA a -3'�T h ov d� DATE r d Z� INSPECTOR �" �o��OE SOUIy°� �'077 L& # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [: ] 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 � N`( [ ] PRE C/O REMARKS: F DATE42,00 INSPECTOR ` ,f S0(/lyo� 4 324 0 1 v / J dF—" # # TOWN OF SOUTHOLD BUILDING DEPT. �y�ouxn ' 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: iN ����� DATE 0 INSPECTOR (0 F SOUIy� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT-ION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING _ . [ ] FRAMING /STRAPPING [ ] FINAL , [ ] FIREPLACE &-CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:601 �Q[4� R Apt I ly,= DATE Ilk ANSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG: [ ] -FOUNDATION 2ND ,[a ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION :[ ] FIRE RESISTANT PENETRATION [ _] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A DAVE INSPECTOR 1 1 • • ' Ii. COMNMNTS FOU NDATION(IST) 'FOUNDATION (ZND) [ [ ►�=0MM PLUMBING rNSULATION • ENERGY .D d71 L�. M ,, , �. ADDITIONAL • MOM ------------ 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 v 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 / Survey Southoldtownny.gov PERMIT NO. Check Septic Form DV -Y.S.D.E.C. v D -Taistees R C.O.Application --l�sod Permit Examined 20 OCT 2 2 2018 Wigle&Separate -mss Identification Form BUILD1NO`DEPT. Storm-Water Assessment Form TOWN OFSOUTHOLD Contact: Approved ,20 Disapproved a/c Expiration 20;J r B spector APPLICATION FOR BUILDING PERMIT Date /d , 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 appli&rffor name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises k� (As on the tax roll or latest deed) If applicant is corporation, signature of duly authorized officer A-A.- `l_o,6ss owrn r (Name and title of corporate officer) Builders.License No. 1/3 90 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 U County Tax Map No. 1000 Section `j L �'?B1'ock 'i t} �r 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 b wC/(rz� b. Intended use and occupancy JL 3. Nature of work(check which applicable): New,Building,' :-,Addition Alteration Repair Removal Demolition `V OtliergWork O-e ache r� (Descr tion) 4. Estimated Cost Fee• , , /I (To be paid on filing this application) 5. If dwelling,number of dwelling units / Number of dwelling units on each 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 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 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 J 14. Names of Owner of premisesS , t4,L, 4- Address 60 X /3 Phone No.°/ 7 Name of Architect ??Cv 0/1 -sl-7"-rd' Address Phone No Name of Contractor' "a- AddressPhone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_,Z * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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 as day of OC-bb EK 20Sk / TRACEY L. DWYER Notary Public NOTARY PUBLIC,STATE OF N Signature of A plicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2©&R. Scott A. Russell ,� SUPERVISOR z NIA\NA\ Gf]ENUENT SOUTHOLID TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEWYORK 11971 O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ---- — — -- 1- .......... DOES THIS PROJECT ECT INVOLVE ANY OF THE ]FOLLOWING: (CHECK ALL THAT APPLY) ` Yes .No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. i ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. I� C. Site preparation on slopes which exceed 10 feet vertical rise to �� 100 feet of horizontal distance. E]Lam'D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[YE. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. f 1 : Installation of new or resurfaced impervious surfaces of 1,000 square f eet 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 a� District i NAME: Me 41� cJ • 10"4_111V Section Block Lot FOR BUILDING DEPART --ENT USE ONLY Contact Information a'a,ph—N�,,,,W•, Reviewed By: Date: Property Address/ Location of Constlyction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. /aao Q L 1� /r��yv� ✓ tormwater Management Control Plan Not Required. f rtiy✓� /- ��� Stormwater Management Control Plan is Required (Forward to Engineering Depzrtment for Review.) FORM 4 SMCP-TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road L,:P C 1. - c) Southold, New York 11971=D969 Telephone (631) 765-1802 - FAX (631)�765jffU 2 2020 roger.richertCcbtown.southo Id.ny.us jrj,7, APPLICATION FOR ELECTRICAL INSPECTION '."(,- N LV Date- :�EQUESTEUBY-"'-' company Name: \Iame: -icense No.: .4y,f- email: 'kddress: s 1<4 0- o2.r Al:f- Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: -e- Cross Street: Phone No.: Bldg.Permit#: 2 0/g email: Tax Map District: 1000 Section: Block: Lot: ff/ BRIEF DESCRIPTION OF WORK(Please Print Clearly) Aeeq!!.-,Pgd Circle All That Apply: Is job ready for inspection?: YE / NO Roug In Final Do you need a Temp Certificate?: YES /00 Issued On Temp Information: (All information required). yIvo Service Size I Ph 3 Ph Size: _A #Meters Old Meterff New Service-Fire Reconnect- Flood Reconnect-Service Reconnected/Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional"Information: PAYMENT DUE-WITH APPLICATION Request for Inspection FormAs r BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD �l Town Hall Annex - 54375 Main Road ;PO9!!''' "° 1v Southold, New York 11971-Q,99 Telephone (631) 705-1802 - FAX (60`1) 765- 02 ', J� -:2 2020 roger.richert cx.town.southold.ny.us ; APPLICATION 'FOR ELECTRICAL INSPECTION __ E�ESTED"Bl�:�-- . ..�•er�z'm �� - _- - - ... .Dade _*ompany Name: e, Vame: Q v P icense No.: 29 ! - K° entail: T Mdress. 9=6 o2 . Phone.Nb.: JOB SITE INFORMATION:` (All information.Required) Name: Address: 22-,e r Cross Street: Phone No... qs �1d- 'Perm.it'#: : 2 email: 'Tax Map District: .' 1000ectian:: . .: Dtvcfr Lo. , BRIEF DLCRIPTIO�fF 1NC�i IC Piee!'tint Cterly�-- ----- - -"------: 4�C4. I t�1 .-- circle Ali That-apply: .I.$Job ready for inspection?: `. __, YE / NO Rcug in Final Do.you need a Temp Certificate?:. 1CF / a Issued On Temp Information: (All inforntatidn retluireel�. . OV g Q�,✓,C. Service Size --- -1 Ph 3 Pn--- --Size: New-Service-Fire Reconnect-Ploo' d.Reconnect Service Reconnected Underground-Qverhead . Pole . Wark done on Service? Y N:- Undergro�i[td.Laterals '[ . 2 H Frame - Additional-Information:' PAYMENT i31JE WITH APPLICATION Request for inspection FormAs /n r PERMIT# Address: Switches Outlet""'° I� 1 GFt's -- - ' -- Surface 6�. Sconces I I 1 ,HH's UC Lis " �1 Fans Fridge HW Exhaust ( Oven Dryer Smoke DW Carbon Micro . Generator ---Cumb I-- ----------�— --�- - -- -Cooktop--- -- ..._ - -. - - -----------Transfer- — -- ------- AC ((' ( . .... . .. Mini N J Special: Comments: Jarski, John 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. SURVEY OF PROPERTY a t ORIENT TO WN OF SO UTHOLD N SUFFOLK COUNTY, N. Y. 1000-25-04-11.10 LOT( SCALE: 10=40' VACANT MA Y 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) AUGUST 9, 2018, (REVISIONS) N87'40'40"E 173.66' o.r. OCTOBER 10, 2018 (SITE PLAN) PROPOSED WELL t 12x40' SAFETY o " ACCESSORY STRUCTURE E�17'K "EXISITING TEST WELL ED FENCE WAR YA �I RERD SETBACK OCTOBER 18, 2018 (SITE PLAN) P�II _ _ — — —7 OOL STOCKPILE I ' h I ' j c >j LOCATION / I 1 I P OROSED ! a I IV 4 i I ''2 ECHANICA Q /Iq OI.LND 'L—x f2OLXSA lY F NC PAVER POOL EQUI Q � I It 'PO — EQUIP..�n / h —x N Q 00 PPO / 15 0. FRENCH Dw GA W AC E SOROSED _ 4j _ DRAM — a TPM''TGRE 7--2;.0 c; CIV LOTT I I :CO)(ERED ' .. i 3a C /� ` (� I / IN-GROUND I a 0 u I .ICY 4Q VACANT WOOD DEc!ic 3 a. I��r O v J MIN CO u I�rns�c c°o'rER iar s�> PLUG END I -0I /iu 00 a� / O / VACANT C GAS 6 IQV�a Q V 0 20.0 cn my LP TANK 'a a CO �i V v SEI4£R PIPE Sr /J ao•ELBOW I IW EP LP I I p COVERED / RANCHIN DECK OUND 0• MI yl I •�1 �� •� w60*WYE 19 .CLEAN OUT DETAIL r.c) NO TE. FYI 9 F N 1 SUBSURFACE SEWAGE DISPOSAL ` �a�/ o SYSTEM DESIGN BY Q' au/cD1Nc E^'►�zoP£ �� soo I `n o O EDGE OF PAVEMENT JOSEPH FISCHET77, PE HOBART ROADcv o MEA }/ •tib SOUTHOLD, N.Y. 11971 N80'S to a 'yA^O RM ROAD (631) 765-2954 ?40 W_ L --- ,�j h �,p� 16 1 v '' CATnr Ih1H S1EE� PIPE / � J Wi•pb �J9J• d / /F SAN/TARP DESIGN / Qua MARIANNE FAHS "s"' 4 BEDROOM DWELLING / \ ELIZABETH THOMPSON (1) 1250 GALLON SETIC TANK l \ DWELLING (2) 8' DIA. x 6' DEEP LEACHING POOL (LP) \ (1) 8' DIA. x 6' DEEP EXPANSION POOL (EP) OO f \ \ h• I KEY LOTO VACANT Q = REBAR � \ ® = WELL A — STAKE ' 00.)c — TEST HOLE = PIPE ■ = MONUMENT OF = WETLAND FLAG sEPnc % c'QL.) = U77UTY POLE = HYDRANT KI�rG STR E•E'T TEST HOLE DATA MCDONALD GEOSC/ENCE 03-09-16 16.0' DARK BROWN LOAM OL 0.5'. BROWN SILT ML 3' BROWN F7NE TO COARSE SAND SW 1o' PALE BROWN FINE MEDIUM SAND SP 14.4' WATER IN PALE BROWN F7NE MEDIUM SAND SP 17' NOTE: WA7ER ENCOUNTERED 14.4' BELOW SURFACE 04 SITE PLAN LAYOUT DESIGNED BY "RYALL SHERIDAN LOT NUMBERS REFER TO "MAP OF ORCHARD STREET FARM" `' 7`0, 1 ARCH/TECTS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON FEB. 23, 2007. AS FILE NO. 11498. ELEVATIONS & CONTOUR LINES ARE REFERENCED TO NA VD 88 ANY ALTERATION OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. N.YS. LIC. NO. 49618 EXCEPT AS PER SECTION 7209 SUBDIVISION 2. ALL CER70CAPONS ECONLG�SURVEYORS P.C. (�3 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA >= 43,655 SQ FT. SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR ♦ 1) `765—",5020 FAX (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. OR = 1.006 ACRES P.O. BOX 909 1230 TRA VELER S TREE T SOUTHOLD, N.Y. 11971 16-020 ;I kWFOLK COUNTY DEPARTMENT OF HEAL114 SERVMS APPROVAL OF OONSTRUCTED WORKS FOR A$ M INME FAMILY AND . fip .} _ lJ IJIJ.` � AUL11 1 1010 14.6.RO..ND._ ��D.�.� J 3@WW,dSp0W.8W waterwpfiilq fklties-at ft tceation tq"r been ecled arWor cefurw by No D,epranerd or agoppdm and faxed 10 sfectory FbR TQ7ALjwMUM.OF BEDROOMS. . I ' i i Craig Knepp 'r, P:E.', Chief aw Q `3331 •� ^ / • FALL DP NE. / r L Rs / ` .: VACANT __60ELL 1 I .1 l - ' SANITARY DESIGN Q� d MARIANNE FAHS 4 BEDROOM DWELLING / c \ ELIZABETH THOMPSON (1) 1250 GALLON SET1C TANK / DWELLING (2) 8' DIA. x 6' DEEP LEACHING POOL (LP) \ (1) 8' DIA. x 6' DEEP EXPANSION POOL (EP) KEY VOTO ti ACANT Q REBAR l \, ® = wELL 1 O ! �°•x\. A = STAKE = 7EST HOLE = PIPE �` AREA ■ = MONUMENT OF = WETLAND FLAG ;SEP71C cZ).) = U77U7Y POLE HYDRANT ?, SUFFOLit COU-.%ITY DEPAP.TMENT O;HEALTH SERVICES KING STR PERMIT FOR APPROVAL OP CONSTRUCTION FOR A S-NG .0 FAmmy RESIDENCE AND �cc Yq,w TEST HOLE DATA �j - McDONALD GEOSCIENCE DATE Z b H,S,�.r��, ;�0, 6 Q 0�/ 03-09-16 � APPFcOiI€D � y 16.0' DARK BROWN LOAM OL a5' TOTAL MAXIMUM BEDROOMS fT BROWN SILT ML EXPIRES THREE YEARS FROM DATE6F APPROVAL 3' BROWN FINE TO COARSE SAND SW 109 PALE BROWN FINE MEDIUM SAND SP 14.4' Water Line(s)MUST Be Inspected=By Tbe- WA7FR IN PALE BROWN f1NE MEDIUM SAND SP Suffolk Count/ Dept. Of Health Servies& 17' Cali 852-5700, 48'Hours In Advance; NOTE: WATER ENCOUNTERED 14.4' BELOW SURFACE To Schedule Inspection(s). i Sof NEW YO SAF' M-E LOT NUMBERS REFER TO "MAP OF ORCHARD S7REET FARM" sic FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON FEB. 23, 2007.x, AS FILE NO. 11498. ELEVA 77ONS & CONTOUR LINES ARE REFERENCED TO NA VD 88 , - ANY AL7ERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209OF 7HE NEW YORK STATE EDUCATION LAW. .S. LIC. NO. 49618 EXCEPT AS PER SEC77ON 7209—SUBDIWS/ON 2. ALL CER77nCA77ONS HEREON ARE VAUD FOR THIS MAP AND COPIES ]HEREOF ONLY IFAREA w�!! 80PECONIC SURVEYORS, P.C. SAID MAP OR COPIES BEAR 77-IE IMPRESSED SEAL OF THE SURVEYOR - 7� . �. (631) 765-5020 FAX (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. OR - 1.006 ACRES P o. BOX 909 �^ 1230 TRAVELER STREET SCOTT-MORTON/ CHURCHILL ORIENT HOUSE REVISION DATE DO NOTPRIXEEDWITH FRA11N 3 WITI!SURVEY OF FOUNn.,knoft!LOCATI01',' HA3 BEEN'APPROVED. X NOTES --------------- APP 0V EDASNOTED DATE: FEE: BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 A TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ---------- 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4* FINAL , CONSTRUCTION MUST HE BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE Livk"�= 400-1 U F N 7 REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR FA "I"M r= 11A DESIGN OR CONSTRUCTION ERRORS. 1. &A 7 ,Rm, 0"UP-vE FUL COMPLY WITH ALL CODES OF NEW YORK STATE & TOVv',Nl CODES AS REQUIRED AND CONDo-! i,',DNS OF PROJECT INFORMATION PROJECT LOCATION DRAWING LIST u0i nTOwN BA -F D ADDRESS: 1220 Old Farm Rd Orient, NY 11957 PROPOSED CONSTRUCTION: Single story Accessory Structure ARCHITECTURAL APPLICABLE CODE: AOOO COVES PAGE & DRAWING LIST 2015 Residential Code of NY State A001 NOTES& ABBREVIATIONS Must provide OCCUPANCY OM 2015 ECCCNYS A002 NOTE& ABBRBAATIONS A003 SCHEDULES D, i and S as per USE IS UNLAWFUL TOWN OF SOUTHOLD A004 SITE PLAN INCL. DRAINAGE+ GRADING NYS Energy Code T , I ZONING DISTRICT, WITHOU I CERTIFICA I L v16 R-80 A100 FLOOR PLAN HEIGHT. A101 ROOFPLAN OF OCCUPANCY 1 Story. A200 HOUIcE EXTERIOR ELEVATIONS SUFFOLK COUNTY TAX MAP NO. 1000-25-04-11.10 A300 SECTDNS BIOS.rer door t iork LOT AREA A500 DETAL WALL SECTIONS and ducts" PER TOWN CODE: testing required. 1.006 acres DRAINAGE INSPECTIONS ARE REQUIRED 43,655 ft2 E100 E-EC-RICAL PLAN Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Cetrtification BUILDING SQUARE FOOTAGE: M100 FRSTFLOOR MECHANICAL PLANS that the drainage has bren Installed to Code. NETSF GROSS SF STRUCTURAL -ABIDING 11,EONMEn PLAC All exterior ligghtIng Garage: 491 ft2 Garage: 541 ft2 S-1 FRAPING PLAN TRUSo Conditioned space: 352 ft2 Conditioned space: 404 fit? S-1 replaced or Total: 843 ft2 Total: 945 ft2 repaired chall,conform ORIENT to Chapter 172 ELECTRICAL of the Town Code INSPECTION REQUIRED RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 1220 OLD FARM ROAD NEW YORK, NY 10010 646-809-4343 ryallsheridan.com PLUMBER CER TIFICA TION ON LEAD CONTENT BEFORE PROJECT#: 1801 CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER DRAWN: NC i v` s. is SUPPLY SYSTEM CANNOT 4Z' EXCEED 2110 OF I% LEAD. CHECKED: WR DATE: 10.08.2018 tP SCALE: N/A OF NEW 140 L TUSTING BEFORr-- COVERING COVER PAGE & ORIENT, NY DRAWING LIST Not To Scale PLUMBING RISER DIAGRAMS GENERAL NOTES PROTECTION OF OPENINGS SCOTT-MORTON/ CONTRACT DOCUMENTS Per R301.2.1.2 of Residential Code of NY State wood structural panels w/a minimum CHURCHILL 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 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, 3"VTR 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 trades, The Contractor shall be responsible for safe, proper and lawful construction; and shall construct in the best and most workman REVISION DATE 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 FOR WOOD STRUCTURAL PANELS 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) keep the premises free from accumulation of waste materials at all times. 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 " Extra compensation will not be allowed because of differences between job and Drawings that have not been brought to the <6 FOOT <8 FOOT attention of the Architect prior to starting the work. 4 1/2"#6 16" 12" 9" WOOD SCREWS QUALITY STANDARDS 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" grade, WOOD SCREWS ______-_r____ Materials and equipment shall be new, sound, of good quality and suitable for the specific applications. WC 1 (13) Vertical members shall be plumb, horizontal members&surfaces shall be level and true to plane.Workmanship shall be neat, 71 clean and true to line and dimensions. NOTES we Finish materials shall be free of tool marks, flaws and blemishes. O +17'-5"ASL FIRST FLOOR LEVEL ° Joinery and connections shall be accurate, close fitting and well made. 3„ Tolerances by recognized national trade associations will be the minimum acceptable standard of the respective trade work. � O O 1 1/2" E All products&materials used by the Contractor shall be applied, placed, erected or installed in strict accordance with the a O 3" 3" / manufacturer's specifications, instructions&recommendations. a) O 2 CODES 1= O Conform to all of the latest editions of all building and zoning codes and regulations having jurisdiction over this project, including r wood grain O 4" International Residential Code, Local Zoning Ordinances, Fire Code and applicable Mechanical and Electrical Codes. aa) Construction shall conform to the 2015 edition of the International Residential Code as modified and adopted by Suffolk County. C.O. C.O. O O TO SEPTIC SYSTEM (SEE SURVEY FOR 4„ SMOKE & CARBON MONOXIDE DETECTING DEVICES ° O SIZING&LOCATION) JH.T O Smoke&carbon monoxide detcting devices shall be provided according to Section 313 of the 2015 IRC, ° 1 ACCESSORY�STRUCTURE PLUMBING RISER DIAGRAM ENVELOPE NOTES NTS Work shall comply with IECC 2015 as adoptec by New York State 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 Ortified Blower Door test. House shall demonstrate an air tightness of a maximum of 1 air changes per hour at 50 pascals.This a tightness requirement exceeds the 2015 IECC requirement of maximum 3 air changes per hour at 50 pascals as adopted Q NY State. ENVELOPE PERFORMANCE VALUES: See REScheck Compliance Certificate MECHANICAL/PLUMBING NOTES All Mechanical&Plumbing work to comply wit1'2015 IECC as adopted by New York State. Heating&Cooling equipment to be sized per CCA 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 installed)n all outdoor air intakes and exhausts. Refrigerant piping to be insulated with protectei insulation with R-3 minimum. Hot water piping to be insulated to R-3 Tinimun, Contractor shall provide manufacturer manualsfor mechanical and water heating systems. HIGH-EFFICACY LAMPS Excepting low voltage lighting, 75%of lamps ofixtures 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 /`;NN.E - gRcy DRAWN: NC ( / Q CHECKED: WR L DATE: 10.08.2018 s� �a. 0150A� P \CF' NEW -40 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 AFF ABOVE FINISHED FLOORORIENT HOUSE ALUM ALUMINUM 3/4" PLYWOOD SUBFLOOR AMPS AMPERES ANOD ANODIZED APPD APPF30VED l A-V AUDIO-VISUAL 5/8 GWB �, ` 3/4'' PLYWOOD SHEATHING BD BOARD 2X4 WOOD STUD @ 16"O.C. V > ALL SEAMS TAPED W/ B.C. BOTTOM of `„T, Generated by REScheck-Web Software BOT BOTTOM BATT INSULATION BETWEEN STUDS \ 9 1/2” TJI BSMT BASE_=MENT ✓� QIP CAST IN PLACE 1/2"X3" PAINTED WOOD TRIM '/ :. ` e- BATT INSUL,FOR SOUND ATTENUATION Compliance C e 'f'C ata REVISION DATE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLR CLEAR 5/8''GWB CMU CONCRETE MASONRY UNIT Project Scott-Morton Churchill Accessory Structure COL COLUMN W1 TYP. INTERIOR 2X4 PARTITION Fl TYP.WOOD FRAMED FLOOR CONIC CONCRETE Energy Code: 2015 IECC CONT CONTINUOUS CPT CARPET Location: Southold, New York CT CERAMIC TILE Construction Type: Single-family DBL DOUBLE Project Type: New Construction DEMO DEMOLISH OR DEMOLITION Conditioned Floor Area: 352 ft2 DIA DIAMETER 5/8"GWB Glazing Area 14% DIM(S) DIMENSION(S) Climate Zone: r 5572 HDD) DN DOWN 2X6 WOOD STUD C� 16''O.C. REINFORCED CONC.SLAB DR DOCK Permit Date: DTL DETAIL BATT INSULATION BETWEEN STUDS _ Permit Number: DWG DRAWING EA EACH 1/2" VAPOR BARRIERX3" PAINTED WOOD TRIM � - � � Construction Site: Owner/Agent: Designer/Contractor: EL ELEVATION 1220 Old Farm Road ELEC ELECTRICAL ELEV ELEVATOR OR ELEVATION I Orient, New York 11957 NOTES EPDM ETHYLENE PROPYLENE DIENE M-CLASS(ROOFING) I ! 1 XPS RIGID INSUL, EQ EQUAL 'v EXIST EXISTING INTERIOR 2X6 PARTITION l e�..... • - :': ":k,; "j®;`�.' __ Compliance: 3.3/a Better Than Code Mawmum UA: 184 µ «Your UA:.178 MaximumSHGC W2 - - - -. COMPACTED,COARSE GRAVEL FILL " EXT EXTE=RIOR P 0.40 Your SHGC: 0.40 FIXT FIXTURE J ` The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. FLR FLOOR `III=IIII=IIII=IIII=III=IIII=IIII=)(I=III=1 I= It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. FL GAUGE =11!=IIII=1111=111'="11=IIII=IIII-=IIII=1111=II IIII=IIII=IIII=!II=1111 GALV GALVANIZED EXTERIORSIIII=1111=IIII=-IIII=1`1= Enyelo e Assemblies GWB GYPSUM WALL BOARD =II'1=IIII=IIII=IIII=IIII=IIII=IIII=111=IIII=11 p HM HOLLOW METAL =1111=IIII=1i'J=IIII=IIII=IIII=IIJ=IIII=IIII=III'= BLOWN-IN DENSE-PACK HR HOUR HT HEIGHT CELLULOSE INSULATION p ali � } " PLYWD SHEATING HVAC HEATING, VENTILATING, AND AIR CONDITIONING 3/4BASEMENT SLAB FLOOR Ceiling: Cathedral Ceiling (no attic) ILO IN LIEU OF EXTERIOR WATER-RESISTIVE BARRIER F2 404 48.0 0.0 0.022 9 INSUL INSULATED OR INSULATION SOLITEX FRONTA QUATTRO WIND/AIR TIGHT Wall:Wood Frame, 16"o.c. 188 22.0 0.0 0.056 11 INT INTERIOR WPB (VAPOR OPEN)-TAPE ALL SEAMS W/ JT JOINT TESCON INVIS TAPE(BLACK) Wall: Wood Frame, 16" D.C. 252 22.0 0.0 0.056 7 LBS POUNDS a �. j Window: Wood Frame MAX MAXIMUM t 125 0.250 31 � INSULWEB NETTING SHGC: 0.40 MO MASONRY OPENING •,. VERTICAL FURRING Wall: Wood Frame, 16" o.c. MECH MECHANICAL � � HORIZ,WD SIDING MEMBR MEMBRANE 252 22,0 0.0 0.056 12 I Door: Solid Door(under 50%glazing) 21 0.140 3 MFR MANUFACTURER 2x6 WD STUD Door: Solid Door(under 50%glazing) 21 0,140 3 MIN MINIMUM MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD 5 1/2"(R22) Wall: Wood Frame, 16"o.c. 298 22.0 0,0 0.056 16 MTL METAL Window: Wood Frame 13 0.250 3 MW MILLWORK W3 TYP. EXTERIOR WALL SHGC: 0.40 80 20.0 1.042 83 NOM NOMINAL NIC NOT IN CONTRACT Floor: Slab-On-Grade (Unheated) NO NUMBER Insulation depth: 0.0' OC ON CENTER Compliance Statement., The proposed building design described here is consistent with the building plans, specifications, and other OH OPPOSITE HAND calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in OZ OUNCE _ = REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the RES 1,eck Inspection Checklist. PERP PERPENDICULARIIII IIII III IIII= PL PLATE — --I, IIII Name-Title Si nature Date - PLAM PLASTIC LAMINATE DAMPPROOFING 9 PLUMB PLUMBING = =IIII=III= PLYD PLYWOOD � � --- ....-._.. III=IIII= CONT, DRAINBOARD COVER PT PRESSURE TREATED U III=IIII=11i PNT PAINT - -_-_ >=IIII=1111= �-IIII=1!11= XPS RIGID INSUL, PTD PAINTED �� _._ II=IIII=III Project Title: Scott-Morton Churchill Accessory Structure Report date: 10/08/18 PVC POL'Y'VINYL CHLORIDE I III=1111= Data filename: RAG RETURN AIR GRILLE _, EXTERIOR DOORMINDOW SCHEDULE # LOCATION WIDTH � HEIGHT � R.O._WIDHT_— R.O.-HEIGHT _— U-FACTOR C _ _-_-- .- — _---- Y-- _ -INT. TEMPERED PERED]NOTES --- -__—_-- ------------__---- SCOTT-MORTON/ DIVISIONS EXT LAMINATED LIFT & SLIDE — — _-___ ____-_--___. CHURCHILL - — -- — — a---- --0.2-5-— —— — !-- -- - -.. .. - 22 POOLROOM 14 4 8 0 _ _ _ ORIENT HOUSE 6 0 2 0 _ 0.25 N AWNING ------- - - -- ---- 23 WC 1_ 161011 81011 N/A — - N/A I SEGMENTED WOOD CLAD GARAGE DOOR_„ _ 24 GARAGE:---- N/A - 25 GARAGE:---- .- -----1 - - 3,0„ — 8'O° - — ------- -— 0.15 -- --N/A -- - -- ---N/A — INSUL. WOOD CLAD INSWING DOOR---- -------- -- ---- - -- -- -------- 27POOL ROOM - -... 310��_...— — -- 8101 - ---- — - ---- ---0.15 ---- -- N/A _N/A _INSULATED INSWING DOOR -- -- -- --- --...-- _ - - ---- — 31 GARAGE: 3'0" 2'0" 0.25 Y 1 N !INSULATED INSWING DOOR INTERIOR DOOR SCHEDULE 12 POOL ROOM 3'0" 7'0" —_ _ — FIRE RATED, INSULATED METAL — _ PREHUNG FLUSH PANEL _ - --- - -� --------- ._... -- -- - -- - - REVISION DATE 13 WCl__ 2'6" 7'0" ! 1 3/4 SOLID CORE WOOD PREHUNG FLUSH PANEL 14 GARAGE: 2'6° 7'O° '1 3/4" SOLID CORE WOOD PREHUNG FLUSH PANEL PLUMBING FIXTURE SCHEDULE TBD NOTES LIGHT FIXTURE SCHEDULE TBD MILLWORK SCHEDULE TBD RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 646-809-4343 www,ryallsheridan,com PROJECT#: 1801 DRAWN: NC , ^ CHECKED: WR y;x Q ,t, DATE: 10.08.2018 d SCALE: N/A SCHEDULES SCOTT-MORTON/ CHURCHILL ORIENT HOUSE STEEL OR WOOD FENCE POST 110' MAX STEEL OR WOOD FENCE POST Q 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 CC) 4'-0' VIII III .I 1 AIR III; Irl 11 z 1= IIII; II =1111 !i ;= I = 11 'I III 'III -ll �2'-0' II I'I, IIII I ; JII NI,' II III_! iI'' =1 I�!a 1=== III IIII VIII III' -ii �' IIII, IIII - I IMI III 'r -11- ull�'rI-IIII- BACKFILilli "tY III TRENCH W/ COMPACTED 3/4" MIN, DRAIN ROCK IIII III, *t ,..t * '•t,;�. *�,*I.^c'*� ^s. IIII IIII IIII III)IIII III ``'"`� t '``" �' f n �`• �,� '�'� �•` GEOTEXIILE FABRIC: MIRAR 140N I IIII- IIII I II p,l IIII I II IIII TVI -IIII- , ' III - IN,,. III III -II II IIII=1tl -_1111_ 1 IIII II'I 11zo 1= `. �, — -IIII ( IIII IIII l = 1/2'DIA. PEAGRAVEL TRENCH DETAIL INSTALLATION W/O TRENCH I=IIII=;1= IIII=IIII===IIII=-'II==IIII==1111=IIII=1'1=IIII--_ -IIII=111'1=IIII-=IIII=IIII=III IIII=1 7111IIII=IIII=IIII III IIIIIII=IIII=IIII=IIII=II,I 1111=IIII IIII=II!'I' lln =!SII=111=1�u-1�Il_IIIc__IIII__cl�l! 1i1!-_IIII-cIIII—II, -IIII=IIII=IIII—IIII=ISI NOTE: 1. SILT FENCE SHALL BE PLACED ON SCLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 4"DIA. PERFORATED SDR-35 PIPE, 2. INSPECT& REPAIR FENCE AFTER EACH STORM EVENT&REMOVE SEDIMENT WHEN NECESSARY. MAINTAIN 9" MAX RECD STORAGE HT INSTALL HOLES SIDE DOWN. 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE&CAN BE PERMANENTLY STABILIZED SITEPLAN KEYNOTES 1. FRENCH DRAIN CONNECTED TO FRENCH DRAIN SECTION DETAIL WIRE BACKED SILT FENCE DETAIL DRYWELL 3 not to scale 2 not to scale O 1 ey""'-•+..e,•,^•17 EROSION CONTROL NOTES � C7� 1. IHR PROPOSED EIOSKt.CONTROLMFASURFS`�H(TNN ON IHIS IT_NN SHALL BF INSINIH7 PHR.4H TO THE j .0 w CONDITIONS THAT MAY DEVELOP AS CONSTRUCTION PROGRFSSES AND AS MAY BE REQUIRED BY THE IRE SIDE y�D `� ` START OF OONSTFNCTICN ADDITIONAL EROSION CONTROL MAYBENECESSARY,BASED UPON FIELD CK TOWN OF EAST HAMPTON.THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED `` THE I E NGHT OF TIME THAT AREAS ARE DQ'OSED OIY,lSE(�/ _ A. STING VEGETATION TO FIREMAN SHNl-BE PROTECTED AND F�AA1N UR D. Lo 1, C.THE LENGTH AND STFH NFSS OF CLE/37ED SLOPES SWJl BE MNIMLIFD TO REDUCE PoJNOFF I ®w�E YID S / "` ` �`y\� `_`` /1�N ��T A' B.CLEARING AND GRADING SWU L SCIHHJLILFD SO AS TO MINIMI THE SIZE OF D6�SED AFL-AS AND w CK —�l_J E )Ji SAND ANTIIEA1I_BE TP FS ON HEST E -- D RUNOFF SHALL BF DMFRTED FROM CLEARED SLOPES //•\ -"•-,,,-w I ._._-4_ ` SPECIFIC METHODS AND MATERIALS FMPLOYFD M THE Nil I ANON AND MAINTENANCE CF BROSION \\V i �..._ _ CONT MEASURES SHILL CONFORM TO THF"NFW YORK STANDARDS AND SPECIFICATIONS FOR \o EROSION AND SEDIMENT O NJTROL' / "� 2. SEDIMENT BARRIERS(SII T PENCE,TI HAY RAL FS IP NCFSAM411M FIALL)SHAD_RF IND TAI FD PRIOR TO N / _\�`` \ I -e,,,, 6 _ ---.___-�^•t, '^+.� ��..�_ `_ GRADING WY%iD ALONG THF LIMITS OF I�SR7URANCFS AND SHN_LBE MNMNrJED FOR THE WRAI ON OF ^ / \ \ -'^w. I - \ \ '' -„y`\ _ _ O THE WOW No NO SEgMENT FFTq�n THF$IIF SHAT HF PFRMITTI-D TO WASH ONTO ADJACENT f�TOPERTIEs, 1 / \ _ I "",;.,, •I // WETLANDS OR ROADS. 3. GRAND D AND STRIPPED AFiFAS AND STOCKIVS SHALL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY/(n I \ I I `'^• ( DW 3 SEEDING AS RE=QUIRED SFE IMMURES SHAIL BE IN ACCORDANCE WITH SCAT CONSERVATION // O ! I i 4� �_ �"^.��\.\ _ SFRVICF RFCOMMFNDATIONS / t \ \ \�\ { yfly-� - ^...,,-r __-_______--. "^-_.. 4. DRNNACI-MLFTS I,STALLED AS PART OF THFPRGIFCT SHALT EF PROTECTED FROM SFDIMI NT BUILDUP I .\ \ `�/ \ - -_--_-_- ,": THROUGH THF USE OL SHAMFNT RWRIERS,SEDIMHNT TRAPS,ETC AS RFOARFD I SOIL STOCKPILE I -..,_..,_ I ""..-- -_.._---_ ~' � 5. PROPER MAINTENANCE OF EROSION CONIq"7L MEASURES 6 TO BE PERFORM®AS INDICATED BY FERACDIC LOCATION �� I PROPOSED GRA�/Q ,_ w1' INS LMPECTKKV AND AFTER HEAVY OR PACLONGR7 STORMS.MNNITENANCE MEASURES ANCWDF,BUT AAF NOT .\\ DR `-` LIMITED TO,CLEANING OF SEDIMENT BASINS OR TRAPS,CLEANING OR REPAIR OF SEDIMENT BARRFEll DRIVEWAY... -�--\ "`® CI EANING AN)REPAIR OF FIT PAS AND IRMFLOONS AND CLEANING AND RH'NR OF INLET PROTECTION APPROPRIATE MEANS SFA L BE USED TO CONTROL DUST WRING CONSTRUCTION. \y nl •� - ^~-.'"^ -- STPBIS THE COMSIRJCI KNV MIIRANR'F SHALL BE MAMAANED LAV TIL 11# SITE UCTION ENTRANCE 6 PEFHMANI3VTLY UGFD 7 BEING IH4C�Y1�7(JfNI�O L.00:N ROAD' SRJl BE MAINTAINED 10 PREVENT SOI AND LOOSE DEBRIS FROM -� I( \\ •\ \ I( '-_•�PRO�_S GASUNE — ' e MHEIR SHIA REMAIN M PLACE UNTR RND DIRAWASAREPERRMNFABIVFAT�R SIABILIZAION,M/FDAREASSEA LL• N CLEANED AND OPPRNMF SYSTEMS CLEANED ND H USHI AS NEGFSSAAPROPOSED �--- A 1 Z �••_�-.�. ° �—�� •- � � - 5 � 9 N t 12 AND 1 3 SLOPE AREAS WILL BE PRGTICIID AG4INST EROSION IX1RMG CONSTRUCTION AND -€--- _ Po2L ACCESSORY L TAMC ' ' STABILZED Ct7J"UGRON m PERMANENT GROUND CO/FR SHALL BE S(KAH THAT EROSION WILL L B PRFVFNIFD NECESSARY MEASURES 0 I ''-�-. FENCE 1 f� s '^ '. I - ' F SHALL INCLUDE,BI IT NOT BE I"PIED TO,HAY BALES,SILT IIENCE,SII I TRAPS,JUTE MESH,HYDF20SFFDING, - -- STRUCTURE - 1' r : 0 YP 7 ETC.AND SHALL HF MNNT/VWD FOR THF DURATIOr l CF CONSTRLrTION AS WHL AS FOIOJNNC`THF ,j� g (W 1 t I ■ ' 9 A� r- (n - CV - _ .. „� CCMPIETICN OF THE CONSTRUG RON UNTIL SUCH TIME THAT THE PROPOSED PLANTINGS HAVE BFCOMF m _J ( •�.----___. _ ACCIXvfD/FSTABUSHED AS DETERMINED BY THE TOWN OF EAST HAMPTON. I PROPOSED WATER UNE `— -- I I PROPOSED W --�_. ( $ _ _ l ASTE UNE : STRUCTION ENTRANCE ----------------- 50'-0' MIN ' ' \ (z -•• F . __---_ - TO CONSIST SE R MINM,Rdf 7}HIOC I Q I / STAfRiLIZED CION 1. OF COARSE AGGREGATE . 1 5-0" •_ 2 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT W1 i.PRFvFNT TRACKING OR FLOWANG OF ... •, / SFDMENT ONTO PUBLIC RIGHT-OF-WAYS THIS MAY REQUIRE TOP ORFSSING REPNR AT JD/GR CLEANOUT OF 75'-0' 0 I / AIN MEASURFS USED TO TRAP SEDIMENT. 3 WHEN NECESSARY,WHEELS SHALL BE OENAD PRIOR TO ENTRANCE ONTO PUBLIC RIGHT GF-WAY. 1 / 4 WHEN WASHING IS RF0 IIFD,R SHALL BE WALE ON AN AREA STARH.UFD WITH CRUSHFD SIONE WHAT { NE A (g( \ 3 � I ���..�wA�=_ ? DHNNSINfOAN APPR(7v1-D SEDIMENT TRIM OR SEDIMENT BASIN I I ,L LEGEND I IN GROUND WOOD DECK I PROP1�3E0 uN DW 2 / �'/�'/��'/ SOIL STOCK BE E n 4 AAAA . OP _... GROUND I #' ElECIRIC I / - _ _ I I� ____----._-- I _----- -.------ ,• .. --_ `— TEMPORARY GRAVEL CONSTRUCTION ENTRANCE cp — — 'I I PROPOSED II HOUSE / / / FRENCH DEAN/ o PROPOSED. LIMIT OF USTUR BANCUS ILT PENCEZ - _ELEGI __. / SURFACE FlLJAIROW Z z4 DWHTORAEDcoNGFEDR A3.L � 6I \ ` iCOD DECK lo,DW1 L i q� I Lu 10, HDPE STORM RPE 12x40'. _. i °I c I / B-, BORING LOCATON PROPosE� ► s ING IN GROUNDWOOD I 1 --- I \ 1 fI -------- ------ ; II POOL / ( RYALL SHERIDAN ARCHITECTSDRN DRAINAGE NOTES -- NAGF CONCRhDFCR1 RNNHALLVOUAF 174 5TH AVENUE, SUITE 300 RUNOFF 1.0 POOL CI 17 o.s NEW YORK, NY 10010 m GREOwAIEv 646-809-4343 1 allsheridan.com DRAINAGE STRUCTURES INC[LEE NW,0DIA PRECAST DTRONDRM RAGS NHAGOC _J N L ROOF DRANA.GF PIPING SHAL.BE 8'DIA MIN HDPE.SLOPED AT 2%UNLESS OIHFRMSFNOTED /cp� p/r 20'-0' / DRAINAGE CALCULATIONS PROJECT#: 1801 D,� -w DRAINAGE DESIGNEDFOR 2'RAINFALL VOLUME T•' '1 C� /' �' TRIBIITAAYPAEA 1 PoohSAFET "--^-_._ Q ' / ROOF 125'SFXIXOn 214 OF DRAWN: NC /4z, <✓ FO -- -----_" Y Fr?VCE / I -_i ��/ co f / tura VOLUME R F w D = 214 OF j S 're ��I •1 _ '��,__- '�_•'�..:J �.�/-'�-�-- w-� __sv_ I / ``` w / STORAGE PROVIDED BY N1)1 IT DIA.X 4VF DRANIli 27368 OF (1(Y DIA.FONG-6842CFAIFCAPACFM CHECKED: WR 501-0■ '� i'' `""'---..® ! ~/ -`-----.•_,_,__ \``-� O / TRIBLTAAYAPFA2 -/ HOU —+.. �I / ROOF 120Q9F X,X0,,7 = 204 OF CONSIRUCTI —_ N 7' _ _ ES/DE y, S``^- // TOTAL VXUMPRFam D = 204 OF DATE: 10.08.2018 l\.9, '16' 015D0.� /1 NUMmNG�� ACCES~' CK I STORAGE PRONDEDBYV1)10•DIA.X4VFDRYWRL 2736BOF �Q I ( -,,,— ' (10'DIA PING=6842CFA/F CARROTY) ♦, I HIBU INiY P1+EA3 ' E SIYA►�p 3 ——� _ SCALE: 1/16"=1'-0" DE ""'-+-w / ROOF 973SF X1 X0.17 i6`�CF 1501-0• '/ CK w~_'�- _ ' TOTAL VOLUME REQUIRED 165 OF J / STORAGE PROVIDED BY 10'DIA X 4VF DRYWELL 273 FA CF / (10'DIA.PING=68.42CFNF CAPAOTY SWIIAMING KwA- (X7]6'DIA X 4VF 8H,9 OF 76 SITE PLAN 1 SITE PLAN N 1/1 6"=1'W SCOTT-MORTON/ CHURCHILL ORIENT HOUSE REVISION DATE FLOORIPLAN KEYNOTES c� 1. MINI-SPLIT HEAT PUMP 2. GAS POWERED GENERATOR 3, LP TANK 4. WOOD FENCE 5. OUTDOOR SHOWER ------ 6. POOL EQUIPMENT L 4 L ............. 1/4"/1'-0"SLOPE > GARAGE PLAN LEGEND <'EXC 24 WIDE PLANK SOLID WOOD FLOOR EXC EXPOSED CONCRETE SLAB OSNAPLOCK GALVANIZED STEEL STANDING SEAM ROOF PANELS 6 Ll 14 23 27 —(14 wc 1 Storage 5 13 POOL ROOMA�300 12 1 - ------- RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 646-809-4343 www,ryalisheridan.com PROJECT#: 1801 A Re DRAWN: NC 4 3TTRYq1f 20'-4 3/4" .k" CHECKED: w DATE: 10.08.2018 A200 qr °• 0 0 -to O F T,' SCALE: 1/4'=1'-0' ACCESSORY STRUCTURE PLANS 2 ACCESSORY STRUCTURE ROOF PLAN N N SCOTT-MORTON/ CHURCHILL ORIENT HOUSE TL-1 REVISION DATE its ------ D-5 25 24 — a c� _ 5 ELEVATION KEYNOTES 1. CONCEALED GUTTER AND LEADER 1 SOUTH ELEVATION EAST �ELE�VAT�ION�....../4 =1 0 2WD-5 PAINTED/STAINED, DARDS 1/4"=1'0" MTL-1 SNAPLOCK GALVANIZED STEEL STANDING SEAM ROOF PANELS 31 D-5 22 3 NORTH ELEVATION WEST ELEVATION RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 646-809-4343 www.ryallsheridan,com PROJECT#: 1801 DRAWN: NC (F P£D.ARCA'i W �P CHECKED: WR I DATE: 10.08.2018 1 " �A No• 50AO SCALE: 1/4'=1'-0' qrf 01 0 Op M1.Fv"4 ACCESSORY STRUCTURE ELEVATIONS SCOTT-MORTON/ CHURCHILL ORIENT HOUSE REVISION DATE SNAP-LOCK METAL STANDING SEAM ROOF CUSTOM METAL ROOF EDGE PROFILE 9 1/2" TJI W/ BLOWN-IN DENSE PACK CELLULOSE INSUL "`�k'V`aa^"h..a1r\,�r..��a``r '•ia.X}".��\�.�ty co 4k. SECTION KEYNOTES �j z fry.. . 2X6 STUD WALL W/ BLOWN-IN DENSE PACK CELLULOSE INSUL >X 1X6 T&G CEDAR BOARDS- STAINDED ON 4 SIDES ; : \1 5 1/2" 2 3/4" PLYWOOD r— 1 5/8" SHEETROCK , EXTERIOR WATER-RESISTIVE BARRIER - SOLITEX FRONTA QUATTRO WIND/AIR TIGHT WRB (VAPOR OPEN) - TAPE ALL SEAMS W/TESCON INVIS TAPE (BLACK) ED 3/4"T&G WOOD FLOOR I 00 \^ OVER 3/4" PLYWOOD SUBFLOOR FOLDED METAL FLASHING TO PROVIDE REINFORCED CONIC, SLAB PROTECTION TO RIGID INSULATION VAPOR BARRIER XPS INSUL. BOARDS IIII\li U <°. 3.. a - _ _ =IIII=II'I=III =!111 11 41 SCOTT-MORTON/ CHURCHILL ORIENT HOUSE REVISION DATE ELECTRICAL PLAN KEYNOTES 1 MOTORIZED GARAGE DOOR OPENER ELECTRICAL SYMBOL LEGEND RECEPTACLE RECEPTACLE GFCI RECEPTACLE ONE SWTIC1iFD OUTLET RECEPTACLE 4-PLD( RECEPTACLE 22CV F-r)OR RECEPTACLE JUNCTION E30X 0 SMOKE/00 DETECTOR DATA OUTLET TELEPHDNE OUTLET T//CABLE OUTLET THERMOSTAT G SWITCH 3 SWITCH,3-WAY 6M SW70H,4-WAY SWITCH,W/DIMMER yt u ERV C13-AUST BOOST-MOMENTARY BATCH. LOW VOLTAGE WRING TO ERV UNITS RECESSED DOWNLrHT RECESSED WALL WASHER WALL MTD FMRE 04 CEILING MTD FIXTURE COILING PENDANT RECESSED WALL FDaIRE LINEAR FLUORESCENT CEILING MTD PXR-RE Tr Ll W 11 JL---L li: RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 Jr 1 646-809-4343 wm,ryallsheridan,com PROJECT#: 1801 S. R DRAWN: NC CHECKED: WR DATE: 10.08.2018 0. 510 Qrf OF NFNO A SCALE: 1/4'=1'-0* ACCESSORY STRUCTURE ELECTRICAL PLAN SCOTT-MORTON/ CHURCHILL ORIENT HOUSE 4 REVISION DATE MECHANICAL KEYNOTES MECHANICAL EQUIPMENT&SPECIFICATIONS HEAT PUMP: Mitsubishi PUMY-P60NKMU-BS Mitsubishi PUMY-P36NKMU-BS AHU-4: Mitsubishi PEFY-P12NMSU-ER2 THERMOSTATS: Mitsubishi MHK1 (1 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&coordination, GRILLE NOTE: REFER TO RCP& INTERIOR ELEVATIONS FOR GRILLE/REGISTER DIMENSIONS GRILLES TO BE TITUS LINEAR BAR DIFFUSERS. FRAME/BORDER TO BE CONFIRMED. Q W 2 d a F- W 2 �r JL IE FB AHU-4 �7 RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 645-809-4343 www.ryallsheridan.com PROJECT#: 1801 DRAWN: NC ��� �\AM S. RYn/� ✓ E`� CHECKED: WR . �• - `', DATE: 10.08.2018Nk SA �• 015 y art OF 4V E%N r4 SCALE: 1/4'=V-0' ACCESSORY STRUCTURE MECHANICAL PLAN 1 HOUSE FIRST FLOOR MECHANICAL N 3 EDWARD ARMUS ENGINEERING, PLLC EDWARD ARMUS, PE loe 46'-4" 36 DEER RUN WATER MILL, NY 11976 5.5 X 11-7/8 ANTHONY POWER BEAM HEADER(2-SPAN, GARAGE AND SWING DOOR) 631-804-6267 I I � j j I I o PROVIDE SAWCUT EXPANSION JOINT I I '0 FULL WIDTH OF LA ( I o THE EDUCATION LAW OF THE STATE OF NEW 04 YORK PROHIBITS ANY PERSON FROM I N ALTERING ANYTHING DRAWINGS AND/OR HEACCOMPANYING N I I SPECIFICATIONS,UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,WHERE SUCH ALTERATIONS ARE L - - -- - - - - - - - - - - - - - _ - - - _f MADE,THE PROFESSIONAL ENGINEER MUST SIGN,SEAL,DATE AND DESCRIBE THE FULL _ EXTENT OF THE ALTERATION ON THE 12" HAUNCH I DRAWING AND/OR IN THE SPECIFICATION (NYS ED.LAW SECTION 7209-2). 8" FOOTING I 5"THICK POURED CONCRETE SLAB WITH MONOLITHIC PERIMETER HAUNCH-SEE ARCHITECT: TYPICAL DETAIL — RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21 st STREET, 4th FL 5.5 X 18 ANTHONY POWER BEAM HEADER (2)2X12 HEADER NEW YORK, NY 10010 I..,.,..._ 212-254-1175 I ILOCATIONS OF DIRECT LOCATIONS OF DIRECT BURIAL FENCE POSTS j BURIAL FENCE POSTS 6X6 MINIMUM 24"BURIAL DEPTH,WOOD SPECIES AS PER ARCHITECT i GARAGE FOUNDATION PLAN GARAGE HEADERS PLAN _ SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1'-0" 2X6 WALL FRAMING WITH PLATES SEALER, " TERMITE FLASHING, PRESSURE TREATED 5" POURED CONCRETE SLAB ON SILL PLATES, 5/8"ANCHOR BOLTS COMPACTED GRADE WITH WWM� REINFORCING 3 PLAN REVISION 10/16/1 No. Revision/Issue Date 45y ' r. VARPOR BARRIER, / i 6 MIL PLASTIC1'-0" " 2X12 SUB FASCIA SOILS UNDER SLAB TO BE FREE DRAINING GRANULAR SANDS, EXCAVATE AND NOLITHIC FLOOR SLAB WITH REPLACE AS FIELD CONDITIONS DETERMINE RIMETER HAUNCH, (4) CONTINUOUSINNER 2X12 TREATED FORM TO REMAIN AND REBAR AT HAUNCH, 2 HIGH/2 LOW I I BURIED IN-PLACE FOR CONCRETE POUR - \1 I co FOTYPICAL GARAGE SLAB DETAIL . . Z . i. . . . . . . . . Z . _ . . � . SCALE: NTS Q V W z W Z F— U I U U I U �U U U Q O Z co O I O O I O O p U UJ O I. _ I. _ _ o O (V CV <V CV <V Q - - - ¢ Q Q Q Q N N N N N N N F- W W W W W W W O 0' w w W t . W . LL 2X12 SUB FASCIA UU GARAGE ROOF FRAMING PLAN �, F_ SCALE: 1/4" = 1 '-0" z Z W �( P 3: � V W PROJECT NO. SHEET 18-23.1 S-MC ORIENT i DATE JUNE 2018 S-5 a SCALE AS NOTED