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HomeMy WebLinkAbout43787-Z r�UF OF tK COG Town of Southold 1/21/2021 0 P.O.Box 1179 o • 53095 Main Rd yQl �a0- Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41747 Date: 1/21/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1055 Old Farm Rd, Orient SCTM#: 473889 Sec/Block/Lot: 26.4-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/5/2018 pursuant to which Building Permit No. 43787 dated 5/23/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with finished basement, covered porch, screened porch,masonry patio with outdoor barbecue and accessory two car garage attached by breezeway as applied for. The certificate is issued to Cedar Farm LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-47-0054 1/7/2021 ELECTRICAL CERTIFICATE NO. 43787 11/16/2020 PLUMBERS CERTIFICATION DATED 11/11/2020 A Z, B Piecuch vv Au d ignature r o�SOFFatk�oTOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE o . SOUTHOLD, NY 'jjjol O�'fs; 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#: 43787 Date: 5/23/2019 Permission is hereby granted to: Cedar Farm LLC 63 N First St Brooklyn, NY 11249 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1055 Old Farm Rd, Orient SCTM # 473889 Sec/Block/Lot# 26.4-3 Pursuant to application dated 12/5/2018 and approved by the Building Inspector. To expire on 11/21/2020. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,698.80 Total: $2,748.80 1 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. lit` New Construction: Old or Pre-existing Building: (check one) Location of Property: /2 Ad �OyAell &4 House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ' 1-410 Block �f Lot Subdivision ie- Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ C51D Applicant Signature raiv SO Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviin(a�town.southold.n us Southold,NY 11971-0959 y' Own BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Cedar Farm LLC Address: 1055 Old Farm Rd city.Orient st: NY zip: 11957 Building Permit#. 437$7 Section: 26 Block 4 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Platinum East Electric License No: 34091 ME 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 X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 94 Ceiling Fixtures 27 Bath Exhaust Fan 8 Service 3 ph Hot Water Gas GFCI Recpt 21 Wall Fixtures 18 Smoke Detectors 6 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 60 CO2 Detectors Sub Panel 100 A/C Blower 4 Range Recpt DoublE Ceiling Fan 8 Combo Smoke/CO 6 Transformer2 UC Lights Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect Switches $5 Cable Lights 6p' Exit Fixtures Pump Other Equipment Fridge, Mini Fridge, Electric F.P., DW, Reverse Osmosis, Hood, Double Oven, W/D, Gas Cook top Notes: New Two Story House w/Attached Garage Inspector Signature: Date: November 16, 2020 S.Devlin-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 �4 Southold,NY 11971-0959 W" 1 r BUILDING DEPARTMENT � DEC - 9 2020 TOWN OF SOUTHOLD C1CRTI 1 CATION G s �.� Building Permit No, 1431 S7 _ Owner: (3ic.h (Please print) u Plumber: brad p►eWCA - - (Please pant) I certify that the sober used in the water supply system contains less than 2/10 of l% lead. (Plumbers Signature) Sworn to before me this day of_W0verobir_- 20 0 Notary Pubaio,'�,���C0LIniy SUSAN A.FUZZO Notary Public,State of New York No.01 RI6183459 Qualified in Suffolk County Commission Expires March 17.20 ' OF SOU # TOWN OF SOUTHOLD BUILDING DEPT. loll '. 765-1802 INSPECTION FOUNDATION 1ST A40 [ ] 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: o✓ � cp O N-0-1 w it iiµ• DATEINSPECTORY4 OF SOUIyO - - # �# TOWN OF SOUTHOLD BUILDING DEPT. com, 765-1802 INSPEC, - ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ FOUNDATION 2ND " [ ] INSULATION/CAULKING = [ ] FR�WG /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) = [ ] CODE VIOLATION [ ] PRE C/O REMARKS: D o %JYu eD DATE3/qfZU�'O INSPECTOR # # TOWN-.OF SOUTHOLD`BUILDING DEPT. �o • �o `y�ourm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [� " PLR [ ] `FOUNDATION 2ND [ INSUL-ATIOWCAULKING [ ] FRAMING /STRAPPING [ ] -FINAL [ ] ,FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT"PENETRATION [' ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0 (Luh- �a�✓ '�(-� _ t S DATE INSPECTOR -`- -- - - — C-- /� T--- gyp A—� -- - - -- Sol/p, 3 78 -7 ' OSJ v L V �i 1 K/'1 V p # TOWN OF SOUTHOLDD-BUILDING DEPT. �ycourm��' 765-1802 --INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONf %M iArr[ ] PRE C/O REMARKS: DATE h hP INSPECTOR ���Of SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND ( ].INSULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL ffp [ ] FIREPLACE-& CHIMNEY [ ] FIRE-SAFETY INSPECTION = [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION L [ ] PRE C/O REMARKS: flVrAbM 4d WAA AQ - c, In fog - DATE « !o A0Yta INSPECTOR qp -t-" Of SOU y # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Ok p , DATE l INSPECTOR NEW YOR--K--- HOME ENERGY SOLUTION INSPECTION FORM-_ JAN 1 9 2021 DATE 11 i& t IO-W ENERGY STAR APPLIANCES BUILDER v ❑ Refrigerator Kwh C.V. Address ❑ Dishwasher ❑ CW ❑ Oven PPM ❑ Bath Fan CFM ❑ ERV CFM Lot# Model `50 ❑ Boiler AFUE PPM Orientation ❑ Furnace AFUE PPM Foundation: ❑ Slab ❑ Crawl 41 Full ❑ DHW ❑ Indirect PPM Draft Fuel Type: ❑ Gas ❑ Oil ❑ Propane A/C Tons SEER #Systems Window U SHGC GSHP Tons BTU l SPS e 6133 TESTS: CAZ TESTING: Blower DoorAlIM CFM Base Test Draft @ Flue Ducts 1 st FL 2nd FL CFM Fan Simulated CFM Missing Gas Leak ❑ Y ❑ N Where Venting Type N S M Comments-. HES Representative �e ✓- Date Site Representative Date Note:The inspection result/status represent the result of the inspection process only and does not reflect the final certification status. Ci z � $ S pq _. A-wain- i _ DEC - 9 2020 ALARMS AT DOORS & POOL SENSOR PERMIT # 45114 ADDRESS: 1055 OLD FARM ROAD, ORIENT i • ' I 1%6j i An ii, �r■�.r= r.- ter.' - - L PW t , Rocket Insulation,LLC(367) Job Number: 4649796 65 Air Park Drive Suite B RONKONKOMA,NY 11779 Insulation Certificate Insulation is installed in the structure described below as follows: Work Area Item Installed Bags / Sq Feet 3"x 16"x 48" Rockwool Batts SAFB 8.4'x 200'SC15100C 1.5MIL Poly 8.4'x 200'SC15100C 1.5MIL Poly Fire Caulking Intumescent 814, Rockwool Boss814 Intumescent Latex Firestop Red Rim Joist Foam Material and Labor Pursuant to Contract Roof Rafters Foam Material and Labor Pursuant to Contract Fire Caulking Intumescent 814, Rockwool FPBOSS10-INT BOSS 814 Firestop Intumescent Fire Caulking Intumescent 814, Rockwool FPBOSS10-INT BOSS 814 Firestop Intumescent Thermal Barrier No-Burn Plus Thermal Barrier(Sq Ft per Gallon) R-11 15"x 93"-Unfaced-Wood Framing Basement Ceiling R-15 15"x 47"UltraBatt Crawl Space Ceiling R-15 15"x 47"UltraBatt Basement Staircase Walls R-15 15"x 93"-Kraft-Wood Framing 2X6 Exterior Walls R-19 15"x 93"-Kraft-Wood Framing Basement Ceiling R-30 16"x 48"-Kraft-Wood Framing Crawl Space Ceiling R-30 16"x 48"-Kraft-Wood Framing Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz SWD Quik-Shield 104 No Mix Open-Cell Set (1031 lbs.) SWD Quik-Shield 112 Closed-Cell 2" R-13.00 Picture Frame Air Seal SWD Quik-Shield 112 XC Closed-Cell 0.5"R- 3.30 `Fiberglass blow has no settling factor for R-values Job Name: 1055 Old Farm Rd Orient,NY 11957 Job Address: 1055 Old Farm Rd ORIENT,NY 11957 Date Completed: Insulation By: i • 112 a- FOUNDATION (IST) --------------------------------- 'FOUNDATION (ZND) E FA 70 At INSULATION • �'il'�lt► l�il .I. .� . STATE ENtRGY gyp! ► �i 1 � Alia AW 1.��J , • I lid � OFn ism W4 WrA M, i �v- / M _ • \I ■ - L 1 I� t 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKL BUILDING DEPARTMENT Do you have or need the following,before applying': TOWN HALL Board of Health SOUTHOLD;NY 11971 4 set&of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 �M7 Survey Southoldtownny.gov PERMIT NO. Check Septic Form Trustees C.O.Application z Flood Permit Examined ✓ ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form ' Contact: Approved 20 Mail to: G�6SC�y�E'S(Sh Rc�tlld Disapproved a/c Vy ` d cce.e 6rg-71 e Phone: E- -7� — Expiration ,20 DEC - 5 2018 APPLICATION FOR BUILDING PERMIT' Y is,7 1-2, Date 2`6 20 � =��- INSTRUCTIONS TOWN OF SOU a]:_;, 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. ,ignature,of applicant --or//na m�iff^a corporation) - / L�� Cir�l CS e CC:GtiAoc f,1-1 (Mailing address of applicant) State whether applicant is owner, lessee, agent,architect, engineer, general contractor, electrician,plumber or builder- Name of owner of premises (As,on th6 tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer ! w (Name and title of corporate fficer) ✓���/L� Builders License No. ,,5 1 4/ Plumbers License No. Electricians License No. Other Trade's License No: 1. Location of land on which proposed work will be done: Lvi- 12 blce zirt2q dU, House Number Street // Hamlet County Tax Map No. 1000 Section 2 b Block b L Lot (� J abdivision ge'ly/ F G� Filed Map No. Lot -- -1"2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 61 b. Intended use and occupancy '�V 3. Nature of work(check which'applicable):New Building C Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated CostfI0 Oop Fee (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 �D ` Height j0` 6 " Number of Stories � ` r De th 8. Dimensions of entire new construction: Front Rear �1 p Height a � a. _Number of Stories .Z 9. Size of lot: Front / �� t Rear / 70 Depth 3Z� 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_'K, 13.Will lot be re-graded?YES_K NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect /li14 — a7)asp- kRullcf Address 91-7 AJA/01 'e�� Phone No' d T/ 1/7 0027— Name of Contractor hv+rsaw `Dp -Gv_i1r Address C Cegtr e, Phone 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__Y, *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: o COUNTY OF_� La being duly sworn,deposes and says that(s)he is the applicant ame of individual signing ontract)above named, (S)He is the 60o k4w-Air (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 day of t�eJ 20 l W Nq �iODDON Signature of Applicant Notary public,State of New York No,010D6261238 Qualified in Suffolk County Commission Expires November 14,20� BUILDING DEPARTMENT-Electrical Inspector C2 TOWN OF SOUTHOLD oA ® ��y{ Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 ® ¢' Telephone(631)765-1802-FAX(631)765-9502 Temporary Certificate # 408 - Date 2019 Customer Name C L 7 Electrician Name / �� G Address JCS S�_G_ 0 L i 0 P-10VT Phone1 S qZ e-mail e-mail `p/ Im deo o Phone �, (� _ �?j�J License# Size l A Phase Overhead Underground 1 #of Meters Remarks #of Underground Laterals 2 New X "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect 7 Old Meter# Service Reconnected U Application for electrical service equipment is on file with the town of Southold.On the applicant's notification tha his installation is complete,the town will conduct a premises inspection of the service equipment. This verification' alid for da a ove. Authorized by �� F BUILDING DEPARTMENT- Electrical Inspector FEB 1 3 2020 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 40 Southold, New York 11971-0959 Telephone--eJephone (631) 765-1802 - FAX (631) 765-9502 roger.richertCED-town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: 14,1 T]+- Date: 9-13-2o Company Name: �14-rvlwymFfif IQC C Name: License No.: K Yo email: G,4,n UAI ects 1K/160 -r" Address: 13JO ' s-ou'n-focp JPhone No.: 631 — 176 K--9 Y1.2 y JOB SITE INFORMATION: (All Information Required) Name: (e-06i &7,4.1 u e, Address: lacc oLg e"114- 1C0 — (2t[ Cross Street: Phone No.: q&S-- 9V21LI Bidg.Permit#: 0 email: aklowieasl -1 a- vIt4roc.'rol. ITax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs �guFfO[� BUILDING DEPARTMENT- Electrical Inspector ,1�1 CQ�i TOWN OF SOUTHOLD - Town Hall Annex- 54375 Main Road - PO Box 1179 • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertccD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �Em+ Date: Company Name: PIC&I loux, has c r C lac Name: ICco�r+ CLicense No.: 11011 _ ME email: Address: 1:922r �'D SouT Phone No.: Ca31 - rZ WZ-I yo2 JOB SITE INFORMATION: (All Information Required) Name: Cmgtt r42hx CC C Address: 0.2 re�l— Cross Street: Phone No.: 9 `(2 BIdg.Permit (7 81 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) �Sr 700 4--'LP 5tAtXcP_' Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YE NO Issued On Temp Information: (All information required) Service Size 1 P 3 Ph Size: ZOO A # Meters�_ Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead # Underground Lateral 1 2 H ram Pole Work done on Service? Y N Additional Informatio PAYMENT DUE WITH APPLICATION ^� Request for Inspection FormAs F-W c 13,UILDING DEPARTMENT- Electrical Inspector FEB 1 3 2020 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 T-ejephone (631) 765-1802 - FAX (631) 765-9502 - ..roger.richert(&-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: 144,1 TI-V Date: 9-13-2o Company Name: 91-A—'V'VM FXF- rZe'(n4c, Name: Tl- License No.: 3 yog/ email: X41 n Uct 2 koo -C" Address: 13 JV fee?"& Ito Sourf-(000 Phone No.: 63 1 - JOB SITE INFORMATION: (All Information Required) Name: C Address: JQ C-(— - Qt,L2 64 419 Cross Street: Phone*No.: email: Bldg.Permif t IAt- V6 JTax Map District: 1000 Section: Block: Lot-f BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / J!!/O � Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters. Old Meter# N,ow Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N L...i- Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs J e PERMIT# dd s Switches - Outlets I GFI's Surface Sconces', HH's icy'� I ,,• UC Lts . S-A4_ 1SY I FansFridge HW 1 Exhaust Oven �P Dryer P� Smokes DW Service { Carbon Micro • Generator Combo Cooktop Trans f40(i' ' AC ,� � AH (,� \a\ � Mini f 6rc Special: � � � �� /1, Comments: -P--Q9 M l/L 'rY-L V w µ ' 1 Scott A. Russ 11 ,� 0SUFFQ't STORMWATER SUPERVISOR � , z MANAGEMENT , SOUTHOLD TOWN HALL-P.O.Box 179 0 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold 01 � CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET CTO BE COMPLETED BY THE APPLICANT ) NC 0 7 MIR DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) [E]❑ A. Clearing, grubbing, grading or stripping of land which -affects more than 5,000 sq are feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ j C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑E] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Q E. Site preparati n within the one-hundred-year floodplain as depicted on FIRM Ma of any watercourse. ❑© F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management _ Control-Plan as received by_ the Town and the proposal includes- in-kind ncludes in-kind replacement of impervious surfaces. If you answered NO to all of a questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Informati n, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one o more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List F rm to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Profession`1,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: / District NAME MU l 1 fn. a j o y 0 a Section Block Lot FOR BUILDING DEPART ENT USE ONLY**** Contact Information 931-1177 7/—007y n n Rdcpho N—b.) n cr r— �/ Reviewed By:� 1 11'�—' — — — — — — — — — — — — — — — — U Date: - O Property Address/Location of Construction Work: — — — — — — — — — — — — — — — —�d — rr 1-dT /7- L9 1A n, D Approved for processing Building Permit. tm Stormwater Management Control Plan Not Required. ® Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-.TOS MAY 2014 APPLICANT S.C.T.M." 1000 (Property Owner,Design Professional,Agent,Contractor,Other) --IN bpSviFQ/. CHAPTER 236 / 03 Stormwater Management Control Plan CHECK LIST NA ..m Section Block Lot ml S M C P -Plan Requirements, Provide ONE copy of the Building Permit Application. '. �j31 tf7?Oty Date: * The applicant must provide a Complete Explanation and/or Reason for not providing feR Tdep—N—b- tum i `� �� all Information that has been Required by the following Checklist) I. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries �0 b. Total Site Acreage. 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. SEDIMENT CQ e. Limits of Clearing & Area of Proposed Land Disturbance. �� u e but not be I' miteci t__ f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) maintained Co g. Location of all existing& proposed structures, roads, a flacked Silt Fen ' Entrance, driveways, sidewalks, drainage improvements& utilities. ee ►ng of ex os n h. Spot Grades & Finish Floor Elevations for all existing & e sols, proposed structures. 0 I. Location of proposed Swimming Pool and discharge ring. �0 j. Location of proposed Soil Stockpile Area(s). 0� k. Location of proposed Construction Entrance/Staging Area(s). 4 I. Location of proposed concrete washout area(s). DRAWAM. Location of all proposed erosion&sediment control measures. 0 PEC770t11S A RE REQUIRED 2. Stormwater Management Control Plan must include Calculations showing Engineerin a t -7f;;_1560 bef6re that the stormwater improvements are sized to capture,store,and infiltrate Bdckfili, OR Provide En ' on-site the run-off from all impervious surfaces generated by a two(2")Inch that 1he drainage has hPep installed n Lode. rainfall/storm event 3. Details&Sectional Drawings for stormwater practices are required for approval Items requiring details shall include but not be limited to: a. Erpsion&Sediment Controls. 0 b. Construction Entrance& Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) FOR ENGINEERING DEPARTMENT USE ONLY**** � Additional Information is Required. Reviewed & Approved By: Stormwater Management Control Plan is Not Complete. - - — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: �� !9' SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 Town Hall Annex ., Telephone(631)765-1802 54375 Main Road .C= Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE.'CONSTRUCTION.'PREAENGINEERED WOOD CONSTRUCTION -AND/.OR-TIMBER-CONSTRUCTION' Date: 117 Owner: G Location of Property: _ _DIAL F��,yi,f/Qd _ Please take notice that the (check applicable line): XNew commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: 9 l - Name (person submitting this form): _ �/ V lot HU(< Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 w I Design & wild and may not be used j reproduced with... written consent. i #4 i _ — U 3 — .SINGLE FAMILY I RESIDENCE U) I- 0 L PATIO BASE Q Q STONE IN CONC. — m_ 0 ' Ln 0 #1 0 0 #2 I i CLEARED AREA O U-_ 26,000 SQ. FT. Date: i 9 . 9 - 18 i i DRAINAGE INSPECTIONS ARE REQUIRED Revisions: Contact TOS Engineering at 765-1560 before 1 . 3 0. 1 9 Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. 3 • 2 8 • 1 9 5 . 16 . 19 FNEWy � �EERk oco 'Q,f._ ly i * `�a, '�• Sheet Title: W EROSION &SEDIMENT CONTROL n c� STORM-WATER Shall include but not be limited to: m2s�o 072 oti P A well maintained Construction Entra A PLUMBING RISER Wire Backed Slit Fencing, stabilization & Ro�ss� Seeding of exposed and/or inactive soils. R E S C H E C K 605 ELEVATION W 116-53'16 53' O A s(OGJ 1� Sheet No.: i i A 100 . � APPROVAL OF STORM TER MANAG M N CONTROL LA -To n ode 236 Date: ~ Annmtr I HAY BA HAY BAILS SCALE 1" = 20.0' N85°2cJ100"E 170- EST TEST HOLE SILT F E I I STORMWATER RUNOFF PLAN REV. 1.30.19 J I REV. 3 28.19 r REV. 5.16.19 SCTM: 1000-26-04-03 AREA 61,745 S.F. ' DRAINAGE CALCULATIONS i HOUSE &GARAGE ROOF 3633 S-F-x 0.17=617.6 CU" FT. PATIO 707.1 S.F. x 0.17= 120.2 CU. FT. r TOTAL SILT FENCE 737 8 CU. FT ui DRIVEWAY( PERVIOUS) o 2900 S.F. x 0.17=493 CU. FT. F 2" PER HOUR cc FOR HOUSE PROVIDE 5 DRYWELLS (LOCATIONS MAY VARY) 6'-0" DIA x 8'-0" DEEP 226 CU. FT. EACH HAY BAILS Qu #4 PERMEABLE PAVERS CURB/EDGE RESTRAINT 2" OF BEDDING COURSE 4" OF #57 STONE BASE - " " UNIFORMLY GRADED 3 #2 STONE AGGREGATE �n I zSUBGRADE "— ; � 1 PERMEABLE GEOTEXTILE FABRIC ` PERVIOUS DRIVEWAY DETAIL - - T VENT TNRU ROOF WATERTIGMTFIPSH TYP I SINGLE FAMILY I rvENrrNRU Roof — -- I I I I I wnrmnGxrPusN TVP I smx.was aa..crnEn I -- — RESIDENCE _ BATHROOM #3 / \ BATHROOM #4 I ,r.ewe I _ I \ zPATIO 421 BASE 0 STONE IN CONC. rl W IVACANT SURVEY OF PROPERTY W®L pWELLINC� t W®L 'ill 1 r: a t ORIENT p�/l/ELLINv I 1 SEPTIC 150 + I WELL WELL + TO WN OF SO UTHOLD ® (%-FTIG 150 +) SUFFOLK COUNTY N. Y. 1000-26-04-03 OLD FARM ROAD EL.17.2r`/JJJlJJJ////�////���//////���� — YAGGARINO SCALE. 1x-40$ 017 MA UTILITY MA Y 15, 2017 ^^ MAY 26, 2017 (PROP. HOUSE) O L E 6E OF PAVEMENT �70. 60X W' 170.00 N65'26O � GMF JUNE 7, 2017 (CERTIFICA TIONS) — G EL.16.4 HOLEm o MF EL17.o moo—¢-� EL.17.1 U SPLIT RAIL FENCE � 71D PROP. 1 <M WELL N OOp It O 94 m< // Q I WELL / Z �\ 11 / ' O LOT (T f p' MIN. -� / 0 LOT O ' ENVLP. / / 30.0' 6 MIN. ' 0- 26.4 s• � 53.7 /36.6PROP05E IVARAG \`mss �o°i pWELI-IN I INCA `°o i pWELL (OW, W FR' FSO FLR. L.20.C1 01 , , W tD 53.7 \ 3 5560' m1 ../ KING // i'l IAREA �' �OPOSE rl / )( OF POOL 'QJII 21.3' / \\1 OF GLEANOUT I X20 —At//v D� 2I MIN. I I t LPA Zia°- �E 51 LY 30.0' SUrFCLK (.GLi1'4TY Cr hrLw loi znirr'Clrs �I ISI�EI 30.0'1—'Jc LOT I2 zl d"F:}?GItT =C^ /Sa ? 0ilA�. C�; Or7STRUCfIGrd F0 A (51DEz Ir VACANT SI,"^l:!Ir 17;,.FaI1 Y I,L1::sIc_r�Cz 0NLY -� II W OOpEp Nov 1 9 2,318 TEST HOLE DATA RAIN RUNOFF CONTAINMENT- � McDONALD GEOSCIENCE I APPROVED _ --- ------------ -- 04102117 PROPOSED HOUSE & GARAGE = 3339 sq.ft. IFOP, MA' l— M ,!„0 r 0 o ri 5 EL.17.1 3339 x 1 x 0.17 = 558 cu.ft. DARK BROWN LOAM OL ;ATE 0r-APPROVAL BROWN SILT ML PROPOSED (PERVIOUS) DRI VEWA Y = 1,958 sq.ft. I I 1958 x 0.8 x 0.17 = 266 cu.ft. I 834 cu.ft. 8J4142.2 = 19.8 VF BLD PALE BROWN FINE TO COARSE SAND SW - NG' ENVLP. PROVIDE (4) DRYWELLS 8'0 x 6' DEEP EL.0.8' --- 16.3' OR EQUAL Wester Lines) N1 W51 Be In:spcsted By The WATER /N PALE BROWN FINE TO COARSE SAND SW c�� s. .Sj.jFj.nill, �..�rCyl..'.r-1ry�:4�'{�Dept• E-Fli 1-1-,rnlrlI��, S``.:'°i'�tiu EL' h,1 Fid' Call lr:�2-5 60, 48' I l��I.�II�s Ind r'"ldiica'tnce, 17' PROPOSED SEPTIC SYSTEM N8p'2j-20.,w �p`N Tri Sch.,ed"Wo I��sipection(s). NOTE: WATER ENCOUNTERED 16.3' BELOW SURiACE (6 BEDROOMS MAX.) 116. EL. 17.6 5,3 GMF � 60 [11 80 1500 GALLON PRECAST SEPTIC TANK 5' LIQUID DEPTH ® = MONUMENTVACANT [2]-80 LEACHING POOLS 8' DEEP N/O/F WITH 3' SAND COLLAR X MIN. ABOVE MARIANNE FAHS GROUND WATER ELEVATIONS ARE REFERENCED TO NA VD 88 ELIZA6ETH THOMPSON CERTIFIED TO' '� \ _` '"`� The location of public water, wells and cesspools shown hereon are from field observations and or from data obtained from others. GEDAR FARM LLC ADVOCATE5 A65TRACT, INC.# ADA - -03120-5 .n v LOT NUMBERS REFER TO 'MAP OF BAYVIEW FARMS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE l AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND ON JANUARY 19, 1982 AS FILE NO. 7045 CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR / SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS ^ SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. W y '�7 ^t:'i /, �l. .S. LIC. NO. 49618 ANY AL TERA 170N OR ADDITION TO THIS SURVEY IS A VI DLA TION PECONICs UR�� OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. �r r�r � _ ORS, P.C. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CEPTIFICATIONS ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY" AREA = 61 745 SQ. 1' 1 . (631) '765--5020`FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONt Y IF MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR OF ANOTHERS SURVEYORS MAP.TERMS SUCH AS 'INSPECTED" AND OR = 1.418 ACRES BROUGHT— TO— DATE" ARE NOT IN COMPLIANCE WITH THE LAW. 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y 11971 17-0271 SU ,,, SURVEY OF PROPERTY I � w VACANT a t ORIENT � r�WE1�LING %"'(, 150 ' 1 TO WN OF SO UTHOLD F g k „ e:.d I' '4. •.",I,t. ��. ,l9.t , 6i4•li .sn w,+i# 'fi:.•4-= + •tr.'...�.x" a. ..s.."...Nrrta•r..'64:'�' � SUFFOLK COUNTY, N. Y. 1 ��'/ ' to 1000—,26-04-03 a " , L , : , ----_ �— F � ARM ROAD = �..n� SCALE: 1' 40' .0 • . , . �, p: a.� . r OLD MAY 15, 2017 a� . .. . . ,, % 4 AVL UT It.ITY MAY 26, 2017 (PROP. HOUSE) �__ .. ..�. --..� r �... m. _ � of PAYE1.�'lT i70.00 °O" JUNE 7, 2017 (CERTIFI CA 770NS) �..... " _„. ....# ; - . `.., , ..•d.:... : r :p oa--� c N852600"E nA JANUARY 23, 2019 (BLDG. LAYOUT) TEST .i a bf1 jjj-0 FEBRUARY 21, 2019 (BREEZEWAY) :�;j '- ;4:e.r'.e .E. .• ` ., ..•F. . 5rLIT RAIL FO" $ �L� o c t -R fiA r � '�`-. o, � t � r W z , DoT Qo r ' t -fit 4% \ $ ---t LOT 32.9' / pia t �13'i 1� \ t 4R 23- J -. �• t ry•� \ 1 ��� GARAGE P C r 'VU mss• or IN t ; tJ o b P( ,�•p y , pWELLINC7 �ttav, ;, .e{ibs%e� fl t,apf'w.Lsyfl i'a..15�i �1a.'» wf la a+...sdr �{ �.r f C, —, 41 .«^.1� ` �9• t�t � / } L 1 STY. r TSI �.:.:f �..:ta:.,l� �i .� ►'x'!' � r � Fttlfl R 20.0 / - �� KING J PROP. 3.3 (� ARRA �i ��` PATIO 1 �- �� pl U.EN� I / 'bt. I"-"ra MIN. w „ a �-J LOT 12 \/ I• VACANT 1 WOOpEt7 t U TEST HOLE DATA ILA McDONALD GEOSCIENCE J I 04/02/17 RAIN RUNOFF CONTAINMENT: 1 -------�----- --- -- -.-a----�� EL 17.1 DARK BROWN LOAM OL PROPOSED HOUSE do GARAGE 4154 sq.ft. I 3` "+ 5 31 a U q 4154 x 1 x 0.17 = 706 cu.ft. ( �� BROWN -cur ML --- 3' PROPOSED (PERVIOUS) DRIVEWAY = Z2J6 sq.ft. 2,2J6 x a 8 x a 17 = 305 cu.ft 1011 cu.ft. PALE BROWN FINE TO COARSE SAND SW /42.2 = 23.9 VF £L.0.8' --- 16.3' PROVIDE (4) DRYWELLS 8'0 x 6' DEEP WATER IN PALE BROWN FINE TO COARSE SAND SW OR EQUAL 17' PROPOSED SEPTIC SYSTEY Q. A3 NOTE. WATER ENCOUNTERED 16.3' BELOW SURFACE 1 .53 (6 BEDROOMS MAX.) • [1] 80 1500 GALLON PRECAST SEPTIC TANK 3•o's. 5' LIQUID DEPTH VACANT N = MONUMENT [2]-80 LEACHING POOLS 8' DEEP N/O/F WITH 3' SAND COLLAR 3' MIN. ABOVE MAR I ANNE FAH5 GROUND WATER ELIZA6ETH THOMP50N ELEVA 77ONS ARE REFERENCED TO NA VD 88 GEKTIFIED TO- ✓ '� �'' '' The location of public water, wells and cesspools shown hereon are GEpAK FARM LLC from field observations and or from data obtained from others. LOT NUMBERS REFER TO "MAP OF BAYVIEW FARMS" ADVOCATES AF35TRAGT, INC.# ADA-03120-5 FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON JANUARY 19, 1982 AS FILE NO. 7045 1 AM FAMILIAR WI7H THE STANDARDS FOR APPROVAL AND r"} CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR , f SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS N0. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. PEC N! SURVEYORS, .C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL C£R71nCA7IONS AREA = 61 745 SO. FT. (631) 765-5020 FAX (631) 765-1797 ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM ALTERED BY" HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.D. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR MUST USED ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHERS SUURR VEYORS MAP.TERMS SUCH AS 'INSPECTED' AND OR = 1.41 B ACRES 1230 TRAVELER STREET 17-027 WHOSE SIGNATURE APPEARS HEREON. 'BROUGHT- TO- DATE' ARE NOT IN COMPLIANCE WITH THE LAW. SOUTHOLD, N.Y. 11971 SURVEY OF PROPERTY SCDHS REF# R10-17-0054 VACANT at ORIENT WELL pWELLINC� WCL N OF SO UTHOLD pWELLINC� ( SEPtiG >so + � TOWN j SUFFOLK COUNTY N. Y. '" L �5EP1GL ,) C 1000-26-04-03 SCALE.- 1`=40' OLD FARV ROAD EL.1e,5 MAY 15, 2017 UTILITY MA Y 26, 2017 (PROP. HOUSE) EDGE OF PAVEMENT Box JUNE 7, 2017 (CERTIFICATIONS) E�o.00 MF I�o.00' 019 BLDG. LAYOUT E. N85'25'oo"E ELEC.--' CMF JANUARY 23, 2 ( ) CMF 4 EH LE� METER FEBRUARY 21, 2019 (BREEZEWAY) SPLIT RAIL F NGE NOVEMBER 4, 2020 (FINAL) y WELL J o P WELL Z L 13 OT WELL r O u/c � U1 PROPANE rn it O LOT C' 'D' TANK R/O WOOD 1 STY, b PARCH FR. ro Ory��/ 1 DW, AC WINDOW GARAGE^',0 UNITS WELL 22.3' 32.7' 9317.2 R/0 STEPS, o y+ STOt E WOOD STOOP do pWELLIN ,2 S' a'- 17.2 STONE WALK pWELLIN GATE w 0,111.2.2 CE bs.9' 14.3' Vi X o 2 STY. FR. HOUSE WINDOW I 16.8 a FF=20.1' 3. WELL 4'� ,� 6 37.7' A GATE�pW� R/O X , _ KING N 3.4' _..., \ X 1 STY. N HEAT ' I STONE STONE PATIO i w PUMP X -0;—: SCREENED � ;?= WINDOW o PORCH 17.2' WELL I X (owe 'B' ■A' R, IR ST METAL X Pi COVER m X o STONE POOL z I COPING LPI X POOL HEATER s 9 CONTROL PANEL X m15.7' �2 J I ? WOOD DECK POOL FILTER X TEST HOLE DATA McDONALD GEOSC/ENCE X POOL DRYWELL' 04102117 I DW�X WOOD k WIRE FE. EL.17.1 DARK BROWN LOAM OL X _X —X"_ X X^ 1GAATT E SEPTIC LOCATION BROWN SILT ML 3' .A. *g• 12 LOT o ST 17' 25' v O 01 0 L.P1 31' 40' PALE BROWN FINE TO COARSE SAND SW LP2 38' 43' EL.0.8' 16.3' WELL.LOCATION WATER IN PALE BROWN FINE TO COARSE SAND SW 'C' 'D' 17' 56.7' 68.6' NO TE. WATER ENCOUNTERED 16.3' BELOW SURFACE ELEVATIONS ARE REFERENCED TO NA VD 88 CMF EUFFCLf;COL.1N";�C"F;9,RT,. E TGF 14EA.LTsti vERVdCES G 17.1 EL 1s.o EL KEY 1 t�?t:wC °�;.y Faa� NBo'2 Date AN 0 l 101fc "t:APPFC)"t"t-07 , r ,s t0E7�1�._� 1'2o'1N EL. 565 � n.6 Q = REBAR . .. ,. ;�._ Qlr� _o Q /b.53' CMF ® FjO. ® = WELL .J4,t; - 7 2021 me s.. � :r:� c ;.r1'V''�1^ t''Cii:{C�n'{iii' :K+�e?'!};3V::been 3.0'S. nspec+: z.�c�1 c^r4,.e r c-3 ;.,': ° , cr o=z ag^Holes and found to A = STAKE be satisfactory FOR A Nb4YDt.5J€A OGEDROOMS. �..E-..L�t_ 0�-DROJMS. VACANT/ L B = TEST HOLE' Ole e �, ,, r„ MARIANNEFFAHS ELIZABETH THOMPSON ® = PIPE C q"t• ys .. j ' M = MONUMENT ` = WETLAND FLAG OF MBi�V�� UTILITY POLE CERTIFIED T0: 1.ME The location of public water, wells and cesspools shown hereon are Cedar Farm LLC ' from field observations and or from data obtained from others. Advocates Abstract, Inc. ADA--03120—S � r,i ?. " LOT NUMBERS REFER TO "MAP OF BAYVIEW FARMS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE `~ # =t ON JANUARY 19, 1982 AS FILE NO. 7045 I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR , SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS 4b.4C-64,b ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. o �a , L/C. N0. 49618 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. A PECOM "`StlR17E�RS, P.C. EXCEPT AS PER SECTION 7209–SUBDIVISION 2. ALL CERTIFICATIONS -; HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ADD177ONALLY TO COMPLY WITH SAID LAW THE TERM "ALTERED BY" `' AREA = 61 745 SO. FT (631) 765— 20 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR MUST BE USED BY ANY AND ALL SURVEYORS U77LIZ/NG A COPY r _ .-; P.O. BOX 909 " 4= ` OR = 1.418 A CRES 1230 TRA VELER STREET OF ANOTHERS SURVEYORS MAP.TERMS SUCH AS INSPECTED AND r� 17-027 WHOSE SIGNATURE APPEARS HEREON. 'BROUGHT– TO– OA7E' ARE NOT IN COMPLIANCE WITH THE LAW. �=' - SOUTHOLD, N.Y. 11971 �{ 3 7 � � MURRAY DESIGN & BUI]LD 1055 Opo �=AKM KOAP, OKIENT NY 9 2020 INSPECTION PACKACTE s . PEKMIT NUMBEK: 43787 ITEMS INCLUDED: PERMIT #43787 PLUMBERS LEAD SOLDER CERTIFICATE ENERGY TEST 4 AMENDED STAMPED PLANS PHOTOS OF EGRESS WINDOW WELLS PERMIT #45114 PHOTOS OF POOL ALARMS .STILL NEEDED: BOARD OF HEALTH CERTIFICATION '13 7 � 7 Bich-Chou HVAC Load Calculations for Bich-Chou 1055Old ^Farm Road EqBi . area Prepared By: Allison Starzee Star Mechanical P.O. Box 797 Cutchogue, NY 11935 631-734-6882 Monday, December 14,2020 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-"Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Bich-Chou Cutcho ue,NY 11935-2130 Page 2 Project Report General Project Information Project Title: Bich-Chou Designed By: Allison Starzee Project Date: Monday, December 14, 2020 Client Name: Bich-Chou Client Address: 1055 Old Farm Road Client City: East Marion, NY 11939 Company Name: Star Mechanical Company Representative: Allison Starzee Company Address: P.O. Box 797 Company City: Cutchogue, NY 11935 Company Phone: 631-734-6882 Design Data Reference City: Westhampton, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 2,043 CFM Per Square ft.: 0.835 Square ft. of Room Area- 2,446 Square ft. Per Ton: 501 Volume(ft3): 19,568 Building Loads Total Heating Required Including Ventilation Air: 69,948 Btuh 69.948 MBH Total Sensible Gain: 44,837 Btuh 77 % Total Latent Gain: 13,739 Btuh 23 % Total Cooling Required Including Ventilation Air: 58,575 Btuh 4.88 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvac-"Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Bich-Chou Cutcho ue,NY 11935-2130 Pa e 3 Miscellaneous Report System 1 Zones 1 &2 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer. 83 71 56% 50% 75 30.17 System 2 Zones 3&4 Outdoor Outdoor Outdoor, Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum!; Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. _ Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.110 AC/hr 0.060 AC/hr 36 CFM 20 CFM Infiltration Actual: 0.110 AC/hr 0.060 AC/hr Above Grade Volume: X 19,568 Cu.ft. X 19,568 Cu.ft. 2,152 Cu.ft./hr 1,174 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 36 CFM 20 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.110 AC/hr(15 CFM), Construction: Tight Summer Infiltration Specified: 0.060 AC/hr(8 CFM), Construction:Tight --System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.110 AC/hr(21 CFM), Construction: Tight Summer Infiltration Specified: 0.060 AC/hr(12 CFM), Construction: Tight Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Tye Description Location Ceiling Leakage Insulation Area [T]MDD 1 Supply Attic 16B 0.12 6 660 No Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area [T]MDD 1 Supply Attic 16B 0.12 6 393 No C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvac-,Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Bich Chou Cutcho ue,NY 11935-2130 Page 4 Load Preview Report I Ne I ft i I Sen Lai Net Sen Sy � Sys Sysi Duct Scope TO /To I Are� Gail Gai� Gain J CFM Loss FM Clg CFM CFM Act Sze ,� Building 4.88 501 2,446 44,837 13,739 58,575 69;948 911 2,043 2,043 System 1 129 769 99Z 1182E 3,665 15,490- 25;208 328; 539i 539 9x1 Supply Duct Latent 1,503 1,503 Zone 1-Clg.58%, Htg 62% 703 7,127 1,101 8,228 15,737 205; 325; 325 8x 10-Livingroom/Ktchen 703 7,127 1,101 8228 15,737 205, 325, 325 3-6 Zone 2-Clg:42%,Htg.:38% 289 5,085 1,061 6,146 9,471 123; 232: 232 7x 9-Master Bedroom 289 5,085 1,061 6,146 9,471 123 2321 232 3-5 System 2 3.59 405 1,454 33,012 10,074 43,086 44,740 582!_ 11504 1,504 14x1 Supply Duct Latent 834 834 Zone 3-Clg 74%,Htg.72% 989 25,083 5,149 30,232 32,280 420 1,143 1,143 12x1 1-Office 88 2,320 1,020 3,340 2,908 38; 106' 106 1-6 5-Mudroom 221 8,558 1,032 9,590 10,074 131; 390 390 4--6 7-Bath 2 221 2,582 1,032 3,614 4,345 571 118 118 2-4 8-Bedroom 1 238 9,041 1,033 10,074 10,608 1381 412; 412 4-6 11-Bath 2 221 2,582 1,032 3,614 4,345 57; 1181 118 2--4 Zone 4-Clg..26°/6,Htg:'286/0 465 9,016 4,091 13,107 12,459 162 4111 411 9x 2-Bath 4 60 1,982 1,017 2,999 2,306 30 90, 90 1-6 3-Bedroom4 176 2,589 1,029 3,618 4,162 54 118 118 2-4 4-Bedroom3 169 2,632 1,028 3,660 4,183 54� 120' 120 2-4 6-Bath 3 60 1,813 1,017 2,830 1,809 241 83; 83 1-5 Sum of room airflows may be greater than system airflow because system has multiple zones. C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvac-'Residential$Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Bich-Chou Cutcho ue,NY 11935-2130 Pae 5 Duct Size Preview Roam or I Source Minimum Maximum Rough Design SPI Duct{ Duct Htg SPI I Act. Duct Duct Name ( Velocity Velocity Facto,' L/100 Loss Velocty Length Flow i Flow f Flow Size System 1 Supply Runouts Zane 1 10-Livingroom/Kdchen Built-In 450 750 0.01 0.1 551.3 205 32 325 3-6 Zone 2 9-Master Bedroom Built-In 450 750 001 0.1 566.5 123 23I 232 3-5 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 663.1 328 53 l 539 9x1 System 2 Supply Runouts Zone 3 1-Office Built-In 450 750 0.01 0.1 538.4 38F-TO'qI 106 1-6 5-Mudroom Built-In 450 750 001 01 496.5 131 39 390 4-6 7-Bath 2 Built-In 450 750 0.01 0.1 674 57 11 118 2-4 8-Bedroom 1 Built-In 450 750 0.01 0.1 524.5 138 41 412 4-6 11-Bath 2 Built-In 450 750 001 0.1 674 57 11 118 2-4 Zone 4 2-Bath4 Built-in 450 750 001 0.1 460 30F__9� 90 1-6 3-Bedroom 4 Built-In 450 750 001 0.1 676 54 11 118 2-4 4-Bedroom 3 Built-In 450 750 001 01 6871 54F 12 120 2-4 6-Bath 3 Built-in 450 750 0.01 01 605.8 24F 8�_ 83 1-5 Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0003 0.1 859.5 582 1,50 1,504 14x1 Summary System 1 Heating Flow: 328 Cooling Flow: 539 System 2 Heating Flow: 582 Cooling Flow. 1504 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvac-'Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Bich-Chou Cutchogue,NY 11935-2130 Page 6 Total Building Summary Loads Component Area Sen _ Lat Sen, -Total Description Quan,° Loss,, Gain Gain , Gain 1E-cw: Glazing-Double pane window, fixed sash, clear, 152 5,109 0 1,299 1,299 wood frame, outdoor insect screen with 100% coverage, light color drapes with medium weave with 50%coverage, u-value 0.56, SHGC 0.66 11 H: Door-Wood-Panel With Wood Storm 192 3,684 0 1,170 1,170 11 P: Door-Metal-Polyurethane Core 160 2,785 0 880 880 12B-Osw: Wall-Frame, R-11 insulation in 2 x 4 stud 2016 11,736 0 3,346 3,346 cavity, no board insulation, siding finish, wood studs 16BR-19-ml: Roof/Ceiling-Under Attic with Insulation on 1987 5,842 0 4,186 4,186 Attic Floor(also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-19 insulation, light metal 16A-0: Roof/Ceiling-Under Attic with Insulation on Attic 459 11,236 0 11,799 11,799 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-0 insulation 19C-19sp-v: Floor-Over enclosed crawl space, R-11 1599 1,630 0 217 217 insulation on exposed walls, sealed crawl space, passive, R-19 blanket, vinyl covering 20P-19-c: Floor-Over open crawl space or garage, 847 2,541 0 126 126 Passive, R-19 blanket insulation, carpet Subtotals for structure: 44,563 0 23,023 23,023 People: 55 11,000 12,650 23,650 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 23,024 2,337 8,992 11,328 Infiltration: Winter CFM: 36, Summer CFM: 20 2,361 402 172 574 Ventilation: Winter CFM: 0, Summer CFM: 0_ J 0 0_ 0 0 Total Building Load Totals: 69,948 13,739 44,837 58,575 Check Figures Total Building Supply CFM: 2,043 CFM Per Square ft.: 0.835 Square ft. of Room Area: 2,446 Square ft. Per Ton: 501 Volume (ft'): 19,568 Building Loads Total Heating Required Including Ventilation Air: 69,948 Btuh 69.948 MBH Total Sensible Gain: 44,837 Btuh 77 % Total Latent Gain. 13,739 Btuh 23 % Total Cooling Required Including Ventilation Air: 58,575 Btuh 4.88 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Bich-Chou Cutcho ue, NY 11935-2130 lye Page 7 Building Pie Chart Floor 6% Infiltration 3% Roof 24% Ductwork 33% Building Loss m 69,948 Btu h - / t Wall 17% Door 9% Glass 7% Floor 1% Infiltration 1% Ductwork 19% Roof 27% Building Gain 58,575 Btuh Wall 6% Glass 2% Door 3% People 40% CAUsers\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Bich-Chou Cutcho ue,NY 11935-2130 Page 8 Detailed Room Loads - Room 10 - Livingroom/Kitchen (Peak Fenestration Gain Procedure) General Room is in zone 1,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 19.0 ft. System Number: 1 Room Width: 37.0 ft. Zone Number: 1 Area: 703.0 sq.ft. Supply Air: 325 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 5,624 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 108 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 551 ft./min. Percent of Supply: 0 % Runout Air Velocity: 551 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.194 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area _ - -U-, Htg, Sen Clg. Lat Sen Description Quantity Value HTM Los's HTM Gain' Gain N-Wall-1213-0sw 37 X 8 248 0.097 5.8 1,443 1.7 0 411 N-Wall-1213-0sw 19 X 8 152 0.097 5.8 885 1.7 0 252 N-Door-11 H 4 X 8 32 0.320 19.2 614 6.1 0 195 N -GIs-1 E-cw shgc-0.66 0%S 16 0.560 33.6 538 18.3 0 292 UP-Ceil-1 6BR-1 9 19 X 37 703 0.049 2.9 2,067 2.1 0 1,481 Floor-19C-19sp 37 X 19 _ _ 703 0.049 _ 1.0 716`_ 0.1 0 — 96 Subtotals for Structure: 6,263 0 2,727 Infil.: Win.: 9.1, Sum.: 4.9 448 1.330 596 0.096 101 43 Ductwork: 8,878 3,207 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: 15,737 1,101 7,127 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star MechanicalBich-Chou Cutcho ue;NY 11935-2130 - ti_ - Page 9' Detailed Room Loads - Room 9 - Master Bedroom (Peak Fenestration Gain Procedure) General - _ _ -- - - - . - _ I I - Room is in zone 2,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 17.0 ft. System Number. 1 y Room Width: 17.0 ft. Zone Number: 2 Area: 289.0 sq.ft. Supply Air: 232 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 6.0 AC/hr Volume: 2,312 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 77 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 566 ft./min. Percent of Supply: 0 % Runout Air Velocity: 566 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.264 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item 1, - ,-1 - Area :-U,' - Htg,,- - Sen, Cig Lat Sen Description Quantity Value- HTM­ Loss HTM Gain Gain N-Wall-12B-Osw 17 X 8 80 0.097 5.8 466 1.7 0 133 N-Wall-12B-Osw 17 X 8 136 0.097 5.8 792 1.7 0 226 N-Door-11 P 4 X 8 32 0.290 17.4 557 5.5 0 176 N -GIS-1 E-cw shgc-0.66 0%S 24 0.560 33.6 806 18.3 0 438 UP-Ceil-16BR-19 17 X 17 289 0.049 2.9 850 2.1 0 609 Floor-1 9C-1 9sp 17 X 17 289 0.049 1.0 295 0.1 0 39 Subtotals for Structure: 3,766 0 1,621 Infil.: Win.: 5.5, Sum.: 3.0 272 1.331 362 0.096 61 26 Ductwork: 5,343 2,288 People_200 lat/per, 230 sen/per: _ 5 ---_ _ _ _ 1,000 1,150 Room Totals: 9,471 1,061 5,085 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Bich-Chou Cutcho ue,NY 11935-2130 ' Pae 10 Detailed Room Loads - Room 9 - Office (Peak Fenestration Gain Procedure) General - .. Room is in zone 3,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.0 ft. System Number. 2 Room Width: 11.0 ft. Zone Number: 3 Area: 88.0 sq.ft. Supply Air. 106 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 9.0 AC/hr Volume: 704 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 106 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 538 ft./min. Percent of Supply: 0 % Runout Air Velocity: 538 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.185 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item - ---.,-Area -- - -U Htg , Sen, -- sClg Lat. Sen -Description = _.• Quantit ,i, Value,.- - HTM-;,. _ =Loss "HTM . ° Gain ~- =Gain N-Wall-1213-0sw 11 X 8 36 0.097 5.8 210 1.7 0 60 N-Wall-12B-Osw 8 X 8 64 0.097 5.8 372 1.7 0 106 N-Door-11 H 4 X 8 32 0.320 19.2 614 6.1 0 195 N-GIs-1 E-cw shgc-0.66 0%S 20 0.560 33.6 672 18.3 0 365 UP-Ceil-1 6BR-1 9 8 X 11 88 0.049 2.9 259 2.1 0 185 Floor-1 9C-1 9sp 11 X 8 ____ 88 0.049 1.0 90 0.1 0 12 Subtotals for Structure: 2,217 0 923 Infil.: Win.: 1.8, Sum.: 1.0 152 0.783 119 0.059 20 9 Ductwork: 572 238 People: 200 lat/per, 230 sen/per: _ 5 1,000 1,150 Room Totals 2,908 1,020 2,320 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020,2:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Bich-Chou Cutcho ue, NY 11935-2130 Pa a 11 Detailed Room Loads - Room 5 - Mudroom (Peak Fenestration Gain Procedure) General Room is in zone 3,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 2 Room Width: 17.0 ft. Zone Number: 3 Area: 221.0 sq.ft. Supply Air: 390 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 13.2 AC/hr Volume: 1,768 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 97 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 497 ft./min. Percent of Supply: 0 % Runout Air Velocity: 497 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.158 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item -Area . -U -Htg Sen Clg Lat Sen Description Quantity --Value HTM - Loss, HTM — -Gain-,' Gain N-Wall-12B-Osw 13 X 8 56 0.097 5.8 326 1.7 0 93 N-Wall-12B-Osw 17 X 8 136 0.097 5.8 792 1.7 0 226 N-Door-11 H 4 X 8 32 0.320 19.2 614 6.1 0 195 N-GIs-1 E-cw shgc-0.66 0%S 16 0.560 33.6 538 18.3 0 292 UP-Ceil-16A-0 13 X 17 221 0.408 24.5 5,410 25.7 0 5,681 Floor-1 9C-1 9sp 17 X 13 221 0.049 1.0 225 _ 0.1 0 30 Subtotalsfor Structure: 7,905 0 6,517 Infil.: Win.: 2.8, Sum.: 1.6 240 0.779 187 0.058 32 14 Ductwork: 1,982 877 People: 200 [at/per, 230 sen/per: 5 _ _ _ i 1,000_ 1,150 Room Totals: 10,074 1,032 8,558 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvac.-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Bich-Chou Cutcho ue,NY 11935-2130 G Pae 12 Detailed Room Loads - Room 7 - Bath 2 (Peak Fenestration Gain Procedure) General,-. t, Room is in zone 3,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 17.0 ft. System Number. 2 Room Width: 13.0 ft. Zone Number: 3 Area: 221.0 sq.ft. Supply Air: 118 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 1,768 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 59 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 674 ft./min. Percent of Supply: 0 % Runout Air Velocity: 674 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.509 in.wg./100 ft. Actual Summer Infil.: 2 CFM �Item_. Area -ll- Htg . y- Sen.. _ , Clg - -- Lat Sen, 'Description Quantity-y m-,Value'-" HTM - --Loss-- HTM Gairi " Gain N-Wall-1213-0sw 13 X 8 64 0.097 5.8 372 1.7 0 106 N-Wall-1213-0sw 17 X 8 136 0.097 5.8 792 1.7 0 226 N-Door-11 P 4 X 8 32 0.290 17.4 557 5.5 0 176 N-GIs-1 E-cw shgc-0.66 0%S 8 0.560 33.6 269 18.3 0 146 UP-Ceil-1 6BR-1 9 17 X 13 221 0.049 2.9 650 2.1 0 466 Floor-2013-19 13 X 17 _ 221 0.050 _ 3.0 663 0.2 0 33 Subtotals for Structure: 3,303 0 1,153 Infil.: Win.: 2.8, Sum.: 1.6 240 0.779 187 0.058 32 14 Ductwork: 855 265 People: 200 lat/per, 230 sen/per: 5 __ i_ _T 1,000_ 1,150 Room Totals: 4,345 1,032 2,582 C:\Users\stare\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM T Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Bich-Chou Cutcho ue, NY 11935-2130 UtIJ Page 13 Detailed Room Loads - Room 8 - Bedroom 1 (Peak Fenestration Gain Procedure) ,General.: Room is in zone 3,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 17.0 ft. System Number: 2 Room Width: 14.0 ft. Zone Number: 3 Area: 238.0 sq.ft. Supply Air: 412 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 13.0 AC/hr Volume: 1,904 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 103 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 525 ft./min. Percent of,Supply: 0 % Runout Air Velocity: 525 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.176 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item - ;Area, =U-; = - Htg =- Sen;---. Clg = Lat_- . Sen --Description _ _Quanti Value HTM _ Loss': -=-Gain --Gain N-Wall-1213-0sw 14 X 8 64 0.097 5.8 372 1.7 0 106 N-Wall-12B-Osw 17 X 8 136 0.097 5.8 792 1.7 0 226 N-Door-11 P 4 X 8 32 0.290 17.4 557 5.5 0 176 N-GIs-1 E-cw shgc-0.66 0%S 16 0.560 33.6 538 18.3 0 292 UP-Ceil-16A-0 17 X 14 238 0.408 24.5 5,826 25.7 0 6,118 Floor-1 9C-1 9sp 14 X 17 238 0.049 1.0 243 0.1 0 32 Subtotals for Structure: 8,328 0 6,950 Infil.:Win.: 2.9, Sum.: 1.6 248 0.778 193 0.056 33 14 Ductwork: 2,087 927 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: 10,608 1,033 9,041 C:\Users\stare\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvac-'Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Bich-Chou Cutcho ue, NY 11935-2130 Pae 14 Detailed Room Loads - Room 11 - Bath 2 (Peak Fenestration Gain'Procedure) General'. Room is in zone 3,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 17.0 ft. System Number: 2 Room Width: 13.0 ft. Zone Number: 3 Area: 221.0 sq.ft. Supply Air: 118 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 1,768 cu.ft. Req Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 59 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 674 ft./min. Percent of Supply: 0 % Runout Air Velocity: 674 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.509 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item - .Area _ U-„_ Htg _Sen.: Clg Lat Sen Description rt Quantity�`� :Value = °°HTM .­ Losse` HTM =Gaih��, - --Gain N-Wall-1213-0sw 13 X 8 64 0.097 5.8 372 1.7 0 106 N-Wall-1213-0sw 17 X 8 136 0.097 5.8 792 1.7 0 226 N-Door-11 P 4 X 8 32 0.290 17.4 557 5.5 0 176 N-GIs-1 E-cw shgc-0.66 0%S 8 0.560 33.6 269 18.3 0 146 UP-Ceil-1 6BR-1 9 17 X 13 221 0.049 2.9 650 2.1 0 466 Floor-20P-19 13 X 17 221 0.050 3.0 663 0.2 0 33 Subtotals for Structure: 3,303 0 1,153 Infil.: Win.: 2.8, Sum.: 1.6 240 0.779 187 0.058 32 14 Ductwork: 855 265 People: 200 lat/per, 2.30 sen/per: 5 Room Totals: 4,345 1,032 2,582 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvac'-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical — Bich-Chou Cutcho ue, NY 11935-2130 Pa e,15 Detailed Room Loads - Room 2 - Bath 4 (Peak Fenestration Gain Procedure) General. _ - . . - .-- -.. .- �, - - �- -- - ".� - ,- 71 Room is in zone 4,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 2 Room Width: 6.0 ft. Zone Number: 4 Area: 60.0 sq.ft. Supply Air: 90 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 11.3 AC/hr Volume: 480 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 90 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 460 ft./min. Percent of Supply: 0 % Runout Air Velocity: 460 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.136 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item ,.Area , -U-„1 Htg Sen =.Clg -- Lat- Sen Description Quantity s•,,,.' '•Value•:, ',­,HTM': --.Loss Loss HTM , Gain Gain N-Wall-1213-0sw 6 X 8 8 0.097 5.8 47 1.7 0 13 N-Wall-1 2 B-Osw 10 X 8 80 0.097 5.8 466 1.7 0 133 N-Door-11 H 4 X 8 32 0.320 19.2 614 6.1 0 195 N-GIs-1 E-cw shgc-0.66 0%S 8 0.560 33.6 269 18.3 0 146 UP-Ceil-1 6BR-1 9 10 X 6 60 0.049 2.9 176 2.1 0 126 Floor-20P-19 6 X 10 60 0.050 3.0 180 0.2 0 9 Subtotals for Structure: 1,752 0 622 Infil.: Win.: 1.5, Sum.: 0.8 128 0.781 100 0.055 17 7 Ductwork: 454 203 People: 200 lat/per, 230 sen_/per: 5 _ 1,000 1,150 Room Totals: 2,306 1,017 1,982 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvac-'Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical `" Bich-Chou Cutcho ue,NY 11935-2130 Page 16 Detailed Room Loads - Room 3 - Bedroom 4 (Peak Fenestration Gain Procedure) - 1 Room is in zone 4,which peaks at-1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 2 Room Width: 11.0 ft. Zone Number: 4 Area: 176.0 sq.ft. Supply Air. 118 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.0 AC/hr Volume: 1,408 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 59 ,CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 676 ft./min. Percent of Supply: 0 % Runout Air Velocity: 676 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.512 -in.wg./100 ft. Actual Summer Infil.: 1 CFM Item , _ - Area -U- -Htg Sen - :Clg- - Lat - Sen Description ° Quantity'-, -Value HTM - - Loss HTM - Gain ;Gain N-Wall-1213-0sw 11 X 8 40 0.097 5.8 233 1.7 0 66 N-Wall-126-0sw 16 X 8 128 0.097 5.8 745 1.7 0 212 N-Door-11 H 4 X 8 32 0.320 19.2 614 6.1 0 195 N-GIs-1 E-cw shgc-0.66 0%S 16 0.560 33.6 538 18.3 0 292 UP-Ceil-1 6BR-1 9 16 X 11 176 0.049 2.9 517 2.1 0 371 Floor-20P-19 11 X 16 _ 176 0.050 3.0 528 0.2 0 26 Subtotals for Structure: 3,175 0 1,162 Infil.: Win.: 2.6, Sum.: 1.4 216 0.778 168 0.056 29 12 Ductwork: 819 265 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: 4,162 1,029 2,589 i C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM i Rhvac'-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star MechanicalBich-Chou Cutcho ue,NY 11935-21 30 ' - - ' ` �=''_`` - - - -Pa a 17 Detailed Room Loads - Room 4 - Bedroom 3 (PeakFenestration Gain Procedure) dienerar'. _ _ - Room is in zone 4,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: ! 2 Room Width: 13.0 ft. Zone Number: 4 Area: 169.0 sq.ft. Supply Air. 120 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.3 AC/hr Volume: 1,352 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 60 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 687 ft./min. Percent of Supply: 0 % Runout Air Velocity: 687 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.529 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item .Area _U-:, :Htg;. Sen,--, ­Clg -Lat Sen Descri tion Quantity Vatue -,HTM_i = Loss`. HTM -Gain N-Wall-12B-Osw 13 X 8 52 0.097 5.8 303 1.7 0 86 N-Wall-12B-Osw 13 X 8 104. 0.097 5.8 605 1.7 0 173 N-Door-11 H 4 X 8 32 0.320 19.2 614 6.1 0 195 N-GIs-1 E-cw shgc-0.66 0%S 20 0.560 33.6 672 18.3 0 365 UP-Ceil-1 6BR-1 9 13 X 13 169 0.049 2.9 497 2.1 0 356 Floor-20P-19 13 X 13 169 0.050 3.0 507 0.2 0 25 Subtotals for Structure: 3,198 0 1,200 Infil.: Win.: 2.5, Sum.: 1.3 208 0.779 162 0.058 28 12 Ductwork: 823 270 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: 4,183 1,028 2,632 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite"So_ftware Development,Inc. Star Mechanical Bich-Chou Cutcho ue,NY 11935-2130" - _ s - ° ; " ` Pa a 18 Detailed Room Loads - Room 6 -.Bath 3 (Peak Fenestration Gain Procedure) General _ _ ���"` Room is in zone 4,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: i 1 Room Length: 10.0 ft. System Number: 2 Room Width: 6.0 ft. Zone Number: 4 Area: 60.0 sq.ft. Supply Air. 83 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 10.3 AC/hr Volume: 480 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 83 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 606 ft./min. Percent of Supply: 0 % Runout Air Velocity: 606 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.301 in.wg./100 ft. Actual Summer Infil.: 1 CFM ahem Area-?­', =U Htg,,, --,Sen. ` `,.Clg, Lat Sen Description n. °} . •,j''T Qtaan`tityeValue N-Wall-1213-0sw 6 X 8 16 0.097 5.8 93 1.7 0 27 N-Wall-12B-Osw 10 X 8 80 0.097 5.8 466 1.7 0 133 N-Door-11 P 4 X 8 32 0.290 17.4 557 5.5 0 176 UP-Ceil-1 6BR-1 9 10 X 6 60 0.049 2.9 176 2.1 0 126 Floor-19C-19sp 6 X 10 60 0.049 1.0 61 0.1 0 8 Subtotals for Structure: 1,353 0 470 Infil.: Win.: 1.5, Sum.: 0.8 128 0.781 100 0.055 17 7 Ductwork: 356 186 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: T 1,809 1,017 1,813 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical ; Bich-Chou Cutcho ue,NY 1'1935-2130 - Pa a 19 System 1 Boom Load Summary Run _ :Act, -Room Area Sens Htg Duct, Duct: Sens _ �Lat Cog Sys No Name SE, Btuh ;:;`YCFM;' Size°n- V. Btuh SttSh' CFM• CFM' ---Zone 1--- - - 10 Livingroom/Kitchen 703 15,737 205 3-6 551 7,127 1,101 325 325 Zone 1 subtotal 703 15,737 205 7,127 1,101 325 325 ---Zone 2--- 9 Master Bedroom 289 9,471 123 3-5 566 5,085 1,061 232 232 Zone 2 subtotal 289 9,471 123 5,085 1,061 232 232 Duct Latent 1,503 System 1 total 992 25,208 328 11,825 3,665 539 539 System 1 Main Trunk Size: 9x13 in. Velocity: 663 ft./min Loss per 100 ft.: 0.092 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion"method Cooling System Summary -= ` -Cooling-. Sensible/Latent,. - ; ;Sensible r° ;,,Latent Total Tons Btuh- ­ .Btuh Net Required: 1.29 76%/24% 11,825 3,665 15,490 Equi mentData ' - Heatinq System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: FF85215TS95M FO4216CSJNA Indoor Model: FCC3621TSA Brand: FUJITSU FUJITSU Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 85,000 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM Rhvae-Residential&Light Commercial HVAC Loads „ Elite Software Development,Inc. Star Mechanical Bich-Chou Cutcho ue,NY 11935'2130 Pa a 20 System 2 Room Load Summary Htg r "11 M` .,,,,Run,:,,Run Run CIg, �Clg Min Act' Room 'Area Sens Htg Duct; ­ ,Duct Sens La Clg° Sys' No 'Name SF Btuh CFM Size °Vel Btuh- Btuh CFM CFMI, ---Zone 3--- 1 Office 88 2,908 38 1-6 538 2,320 1,020 106 106 5 Mudroom 221 10,074 131 4-6 497 8,558 1,032 390 390 7 Bath 2 221 4,345 57 2-4 674 2,582 1,032 118 118 8 Bedroom 1 238 10,608 138 4-6 525 9,041 1,033 412 412 11 Bath 2 221 4,345 57 2-4 674 2,582 1,032 118 118 Zone 3 subtotal 989 32,280 420 25,083 5,149 1,143 1,143 ---Zone 4--- 2 Bath 4 60 2,306 30 1-6 460 1,982 1,017 90 90 3 Bedroom 4 176 4,162 54 2-4 676 2,589 1,029 118 118 4 Bedroom 3 169 4,183 54 2-4 687 2,632 1,028 120 120 6 Bath 3 60 1,809 24 1-5 606 1,813 1,017 83 83 Zone 4 subtotal 465 12,459 162 9,016 4,091 411 411 Duct Latent _ 834 System 2 total 1,454 44,740 582 33,012 10,074 1,504 1,504 System 2 Main Trunk Size: 14x18 in. Velocity: 860 ft./min Loss per 100 ft.: 0.092 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion"method. Cooling System Summa I I = - _Cooling -,Sensible/Latent, Sensible, Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.59 77%/23% 33,012 10,074 43,086 E uipmen_t Data' Heatinq System Coolinq System Type: Natural Gas Furnace Standard Air Conditioner Model: ff60173ts95M FO3616CSJNA Indoor Model: FCC3621TSA Brand: FUJITSU FUJITSU Efficiency.- 0 AFUE 0 SEER Sound: 0 0 Capacity: 60,000 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Murray-Bich-Chou.rh9 Monday, December 14, 2020, 2:45 PM y ' 'DO NOT PROCEED WITH FRAMING UNTIL SURVEY. ELECTRICAL r OPFOUNDATION LOCATIONINSPECTION REQUIRED wI-IAS,13EEN,APPROVED. APP 0E AS NOTED DATE: B.P.# tAT 7 FEE: a���1 .1 BY: TRUSS PLACARDING REQUIRED -Z NOTIFY BUILDING DEPART 765-1802 8 AM TO 4 PM FOR THE ` FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING R PLUMBING 3. INSULATION PLUMBER CERTIFICATION 4. FINAL - CONSTRUCTION MUST ON LEAD CONTENT BEFORE BE COMPLETE FOR C.O. CERTIFICATE OFOCCUPANG, ALL CONSTRUCTION SHALL MEET THE SOLDER USED IN WATER REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SUPPLYSYSTEMCANNOT DESIGN OR CONSTRUCTION ERRORS. EXCEED(2/10 OF 1%LEAD. COMPLY WITH ALL CODES OF T- ( �4 NEW YORK STATE & TOWN CODES _ "P"LI:-hLUMBING WASTE AS REQUIRED AND CONDITIONS OF !. v,.WATER LINES NEED ING BEFORE COVERING �BUfiH ffJ1AR� Fire separation required as per IetYS Code OCCUPANCY OR lvlustprovide Manuals D,J and S as per USE IS UNLAWFUL NYS Energy Code WITHOUT CERTIFICATE OF OCCUPANCY Blower door and ductwork nGF =NSPECTIONS ARE REQUIRED testing required. ;aC- -106 Engineering at 765.1560 before 8ac;Kfi6y. JR Provide Engineer's Certification All exterior lighting na't the drainage has been installed to Code. installed,replaced or repaired shall conforms to Chapter 172 of the Town Code DDS N OLD FARM ROAD CONSTRUCTION ENTRANCE MAY 20 G19 ToviN O'F H HAY BAILS AY BAILS 0.001 SILT FENCE Mv* rRRAY U TEST HOLE SCALE 1" 20.0' N85025,0011E 17 DESIGN BUILD STORMWATER RUNOFF PLAN REV. 1.30.19 REV. 3.28.19 REV. 5,16.19 SCTM : 1000-26-04-03 Murray Des gn & Build AREA 61,745 S.F. 449 Maiti Street DRAINAGE CALCULATIONS Greenport, N.Y. 11944 HOUSE &GARAGE ROOF 631-477-0075 II murra 3633 S.F.x 0.17 617.6 CU. FT. ydesignbuild.com l l i i PATIO 707.1 S.F. x 0.17 120.2 CU. FT. Design • Build - Restore TOTAL SILT FENCE 7777 737.8 CU. FT. DRIVEWAY( PERVIOUS) ❑ 2900 S.F. x 0.17 493 CU. FT. This plan is the 0 j ! i I :I > property of Murray 2" PER HOUR LIJ Design & ]Build and FOR HOUSE may not be used or PROVIDE 5 DRYWELLS (LOCATIONS MAY VARY) NORTH ELEVATION ( FRONT) 6'-0" DIA x 8'-0" DEEP 226 CU. FT. EACH HAY BAILS reproduced without ,written consent. #4 UJ GEOGRAPHIC & CLIMATE DESIGN CRITERIA PERMEABLE PAVERS CURB/EDGE RESTRAINT GROUND SNOW LOAD 45 psl U 7 WIND SPEED 130 MPH 2" OF BEDDING COURSE 0 SEISMIC DESIGN CATATGORY B J 4" OF #57 STONE BASE T, WEATHERING SEVERE UNGRADED FROST LINE DEPTH 36" #2I STONE AGGREGATE 3 TERMITE THREAT MODERATE TO HEAVY PERMEABLE GEOTEXTILE FABRIC / Q DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 11 < FLOOD HAZARD AS NOTED PERVIOUS DRIVEWAY DETAIL 0 WA 11A?1H ttP #5 TABLE R301 .5 3'VENT THRU ROOF i FAMILY. [r WATENTIGIT FFEBI TYP SINGLE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS S'VEI WATNT THRUROOFENTIGHT FI-ASH TYP ( in pounds per square foot) I I RESIDENCE USE LIVE LOAD BATHROOM #3 BATHROOM #4 0 UNINHABITED ATTICS -10 1Ln z PATIO C5 WITHOUT STORAGE J C) RYWFILDETAI.s.1-1 Xh� STONE IN CONIC. BASE 0UNINHABITED ATTICS WITH 20 CWTL LIMITED STORAGE L C4 C) T_ o (In HABITABLE ATTICS SERVED 30 Ln rr TEST HOLE DATA '(D WITH FIXED STAIRS z C) U 0 #1 - 47 BATHROOM #1 z BATHROM #2 KITCHEN! EWE.RM MUD ROOM k Xh- #2 BALCONIES ( EXTERIOR ) AND DECKS 40 0) 00 40 FIRE ESCAPES PALE BROWN FINE TO COARSES SAND SW /1I EAD AREA 0 GUARDS 200 / 26,000 So. FT. U EL OB' 'A' WATER IN PALE BROWN FINE TO COARSE SAND SW HANDRAILS 200 11 WATER ENCOUNTFRE D 16 tY BELOW SURFACE GUARD IN-FILL COMPONENTS 50 PASSENGERDate: VEHICLE GARAGES 50 ALL PLUMBING WORK TO CONFORM IisLLN NATIONAL STAN DARD PLUMBING C E,LATEST EDNION,AND LOCAL IT PE-REMENTS ROOMS OTHER THAN 4 0 SLEEPING ROOMS T.N1 1WS PTICSYSTEM PERSPECTIVE VIEW MINIMUM 2 x 2 9 . 9 - 318 SLEEPING ROOMS 30 F: NCE POST FENCE WIRE PLUMBING RISER DIAGRAM WOVEN F .lo/jo WWF) (6X6 FILTER CLOTH 40 STAIRS sto'e EMBED FILTER CLOTH MIN,6"INTO GROUND Revisions: NOTE. MAXIMUM DRAINAGE AREA 1 . 30. 19 REScheck Software Version 4.6.4 112 ACRE 100 LINEAR FEET Compliance Certificate 3 . 2 8 . 19 %ndow I Copy 9:'Cod franne0ouble Pane with Low-E it CI 2 Door I:Glass 48 0300 14 SHGC:0 29 SHGC:0 25 Window I copy 101ood IttametDouble Pane with Low-E 6 0.280 2 Door 2:Glass 25 0.300 a Project Bich-Chou SHGC:0.29 SHGC:0.25 FLOW 5 . 16 . 19 Window I Copy IJ:N"d Frome0ouble Pane with Low-E 6 0.280 2 Poor2 cow It Glass 25 0.300 a SHGC:0.29 SHGC:0.25 Energy Code: 2015 IC-CC Window I copy 12:ii,,ad roarne,Double Pone with Low-E 6 0.280 2 DoHGCor 4:Glass 126 0.300 38 t4 Vv SHGC:o 29 S ,0 E Location. Southold,New York ! Construction Type: Single-family Window I Copy 15 Veer!FoNTeDouble Pane With Low-E 6 o.281) 2 Door 5;Glass 25 0.300 8 Poole"Typo: New construction SHGC 0.29 SHGC:0,25 Condbon.d Floor Anew 0 1111:2 Window 1 copy 14 Vood Fritme0ouble Pane with Low-E 6 0.280 2 Wall Zt Wood Frame.IV,o.c, 1,878 19D 6.0 0.060 113 SLOPE VERTICAL Glazing Area IS% SHGC 0 29FACE Climate Tone: 4 I5S72 HOD) Window I copy 151lood FrametDouble Pane with Low-E 6 0.280 2 Floor 1:All-Wood jalsonnnassoveruncondpioned Space 2,400 40x 0.0 0.025 60 co Compliance building design described here is consistent With the bufleft plans,specilicationS,and other 'Irmt Do SHGC.0.29 P,, window I Copy Iffoand Fra":Double Pane with Low-E The Proposed building has been designed to meet the 2015 IECC requirements In BEDDING DETAIL L Perot Number. a G.280 2 calwutlons"s=�.111',I',-�N- its .1.,. SHGC:0.29 REScheck Version 4.6.4 and to comp with the 11"d*101Y requirements listed In the RFScheck inspection CheoldiSt. Window IS:Waco ame:Double Pane with Low-E Sheet Title: Cons:ruction Site: Owner/Agerit: Designer/Contractor. SHGC:0.31 is 11L3DQ 5 ANGLE F RST STAKE TOWARD Old wa-Rd Orient,NY 11957 Window is capy 1,Voad Frame:Double Pane with Low-E 16 D.300 5 No--Thl Sginadure ate PREVIOUSLY LAID BALE. o3 x1t., -WATER SHGC: I STORM ,An 111 if, o.3oo 5 FLOW ndow copy 2,Ybod Fra-Doubla Pa no with LOWE 0 7 9 5\3 SHGC:0.31 NEVV 77- Window 18 copy tweed Fronee:bubl.Pane with U.-15 0.300 0 16 5 C-plaroe-11.6%Better Than Code A-1-4.10C 572 Your OA:594 MaANS­SFiGQ O.W Your SHGC:110,9111 SHGC 0.31 OFES PLUMBING RISER Window is copy eNood rnerne0ouble Pane with Low-E is 0.3oo 5 E SHGc.a 31 Window 18 COPY I;WOod Frome:DQUIDle Pone with Law-E 0.300 5 Envelope Assemblies SHGC:0.31OlrRESCHECK Window 18 Copy Ir Wood Franne0ouble Pane with L-I! IS 0.3oo 5 BOUND HAY BALES sl­IGC�0,31 IF U-1 PLACED ON CONTOUR Window 18 copyl:Wo*d FritheiPouble Pane with Low-E it, 0.3DO 5 W SHGC.0.3 2 ELEVATION cC 11,9 1:Flat Coiling or5rissorTruss; 1,114 40.0 o"D 0.029 32 wthdow 18 copyJ Wood Frannetbouble Pone with Low-E 16 03oo 5 RE-BARS: STEEL PICKETS OR ,SHGC,o3i 2'x 2"STAKES 1.6'to 2'IN GROUND. 80021 Cel�ll 1�1.17 41,1 01 0,129 40 Window 18 capyl:Wood Fraoroetl)Qoble Pane with Low-F 26 03oo 5 DRIVE STAKES FLUSH WITH TOP OF 1:2:Flat Ceiling or SCII Truss Cell 3:Plat Calling orScissorTrusto, 1,115 0.111 0.0 0,029 32 SHGC:0.31 2bt) HAY BALES. 116.53 1 0 Window 28:Wad Frame Double Panewth Ldw-E is 0.781) 4 ANCHORING DETAIL Cal 1 110 4:Flat calling or Scissor Truss 263 40.0 DD 111.11)29 a SHGC-0 29 cr V� W 111:Wood Frame,Is"". 2,43111 19.0 O'D 0.1160 1% Window 28 op 1:Wood FrametDoublie Pane with LC*-E Ili 0.280 4 SS\ Sheet No.: Wl`�ow It Wood Frome0oublis Pane With Low-E 6 0.280 2 SHGC:0.29 STRAW BALE DIKE DETAILS 50 sHGc:(1.29 window 28 copy 2:Wood Frarne0ouble Parnerwith Low-E 16 0.280 4 SHGC:o.29 Window I copy 1:Wood Foomedtauble Pane with Low-E 6 0280 2 VIA SHGC:0.29 ildow 31:Wald Fram&,Double Pane With UI 25 0.280 7 Window I copy 2:Wood Frame-Double Pane with Low-E 6 0.280 2 SHGC:0.29 " Window C:0.29 32:Word FrametDouble Pane with Low-E 11 0.280 3 Window 1 copy 3i Wood Frame0ouble Pane with Low-15 6 o.2813 2 SHGC:0,29 SHGC: Window 32 copy 1:Wood Frarae:DDUI Pane with Lbw4 11 o.2111) 3 HGC:0.29 SHGc.D29 Window 1 Copy 4:Wood Franne�Doablo Pane with Low-E 6 0.2110 2 -E SHGC:D.29 Window 32 c'py 2;Wood FrameMoluble Pane With Low .11 C1.281) 3 Window I copy 5!Wood Fromtiouble Pane with Low-E 6 0.280 2 SHGC.0.29 SHGC:0.29 Window 32 copy 3!Wood Itrame1louble Pane with Low-E 11 0.280 3 O0 Window - SHGC:0,29 5 HGC:0.29 nd.w Window I copy 6:Wood FraDouble Pane with Low-E 6 0L28o 2 wl 35:Wood Frame-Double Pane with Low-E 16 (LIDO 5 Window I copy 7:Wood FranwDouble Pane with Low-E Is 0.200 2 SHGC:0,31 SHGC:0 24 Window 316 My 1:Wood FrametDIDuble Pone with Low-E 16 0.300 5 Window I copy8:Wood Fnanne:Double Parewith Low-E 6 0,290 2 SHGC 0 31 5 MndowSW -E SHGC:0.19 SHGC:0.20 Project Title:Bich-Chou Report date: 11102118 Project Title:Bich-Chou Report date: 1I102118 Project Title:Bich-Chou Report date: II102118 Dataillename.C:iUserS\QDUst�DocumentsXB!ch-Chou\Blch-ChouResChk.mk Page 1 of 3 Data filename:C.-1Users\QDust\Documi?nts\gich-Choli\13[Ch-ChoVReSChk.mk Page 2 of 3 Data filename:C:\USeMAQDust\DocurnentsN3ich-ChoLA13kh-ChouReSChk.rCk Page 3 of 3 H)F RZANE Aw-+k;Rs MANIUPAGTURED By SIMP5M ST -TIZ C,OWINCTORS - M0P£i No.L£tW22,LS 0210 OR APP`R VE 3 ct't•EGT10N"CN,RAFnNS DO NOT AL104 EW VALENr AT EVERY RAFTER TO RIDSE - %_r 1 4.. 104„ 16._ 2„ - - -! - tRJRRt ON 5TTRONB�'E GOIASGT� r _ LSTA24 OR AR JD -bM EOVNENT ALAT EVERY 7RAFTER TO ToRIME POOL PLAN ON SEPARATE DWG. & PERMIT L - -- - -- I 4 1, TJI 230 11-7/8" JOISTS @ 16" OC � R AY DESIGDT BUILD I Li 0 I BASEMENT d LU ! I w 0' I 8"x8'-0" POUR. CONC. FOUNDATION WALL G I 16"x8" POUR. CONC. FTG. TA ! w I 4" POUR. CONC. SLAB i � 0 I I ! 8 Murray Design Build o Street : I 104„ 3, 1 „ ( 17'-0" I 36-6 - - 1 - - -- -- - - - - --- -- - �- ...� -- Cl(}7 M� 631.477 51 _ i mlirraydesignbuild.+com MIRRIGAw AfIG110RS MNIPA6TUPEO By MASONRY PATIO I I I I N,"-SON 1 T� . - — — - I i I ! ( ! . aAPTBt7aPLATEGONe�Gn Design " Build, Restore I - I TJI 230 11-7/8" JOISTS @ 16" OC I I I Raa • I I I I I Fl75T GAPCTOO*A4=M Byl42-3/1! N -- --- --- ( CLI 3 I I AS PM MMIIFAG7UAE5 SPWrIGATIGNS WRONd-TIE G/I GiaRS MaaG.tb,Bf/S7r1H. This s [� is the Lj ( OR AU'PROVEO EpJNAl.87T INBTNIED T�11S ��CCn lei ��1e property of Murray Desigj I DkGCRATT+C 00'LA1c4i 'moi r TIN I ( w I i J ! ( ,� may not C i1LSCC o� o �I I 1 2 COMPAC D ILL W/ 0 ( 1 ^.. 3 w 4" POUR. C SLAB OVER cD I I eA may r�' rU1 llCt',[ W1t�7lUUt r I I o W ;'e. G ,,. written consent. EM(YALINT AT EVLky BEAM To ,'1 • •A�t6T CO/d.�GTIITt ''•r./ Ui ORGkIN6 IME 9"'"04 Z- "OR 1Q6 LdiF.GTfORS I TO INCREASE coRRos/N Mf915TAMCL FUTURE BATHROOM I i I wa.Wor, I '• I I• ! FOR ALL H,*VV6 RE IN GGN"FGTIMN ' 8 3'-4" 15'-8" 11'-4., 8,r 25'-10 -- - -- -- --- 17'-0" POST GAP MANrAGnRi V By 504PWN b POST GAP M~AcM w 51MPs/N BSRON6-�R ArrmoVwS�9QmmmM@tT�TAlk.=aC-ONNECBTF ON6 TE G0 YELSORB MpDp IdD.BG84 9i5 I--- -- --- — r)1� I As Pint MANJFAG„AaES 3PEGIPIGATIONS OR APPW�®EW-/ALENT INSTNAM I 0" 3�-0" -1-911, I 7'-10" 21 I N I I . As PER MNRAG7WLSSPEGPGASO Uj—I , (— —1 I ! I ! - -4AGO WUM, [ i�/��j _ .G,0.ptgM!BASI:HANNALTURE'D By 5AM9011 3TRept6-nE LL g.EGFICA OR AR > E�AI.B�MIMUFAGTIR4Rb " - - - 1 5"x5" TE L C L. I \ 6 " Oft 0M014 do,-AX KK 24"x24"x8" FTG. FOR COL. SUPPORT I ' RIDGE SUPPOR T - - r - - -- - - -• - -- -- - chi - - I FOUN ( UP 6 RISER T FI ST LOOFUT- - - - - - - - - - - - - -' rt 1 I r) I I LU 4 I R LING TO CO E x BAR USINK I L I J I I I Y IRE LIZ w I 1 ,ter-�-� -- - - - - - - - I I o ( l J Uj o = COLUMN STRAPPING DETAIL CRAWLSPACE � c�N� I � o �, I ( IQ L 2 8"x4'-0" POUR. CONC. FOUNDATION WALL r c t O - I I 0 16"x8" POUR. CONC. FTG. r x A I I 4" POUR. CONC. SLAB a T 3" DIA. STEEL C LUMN �_ __{{- ----- _ .-l-.---- 3" DIA. STEEL COLUMN �f O ' �- 24"x24"x12" PO R. CONC FTGS. I I ° 24"x24 x12" POUR. CONC FTGS. TYP. L0 I TYP. U) w ° Lu T NILI LL11 _ nro­ xz 7 2X4 @ 16" OC STUD WALLS—Z a,, I J ! :P 5/8" GYP. BD. @ INTERIOR > 5/8'. GYP. BD. @ CEILING ' I (\j WALL STUDS!16'0,6. TJI 230 11 7/8" JOISTS @ 16" OC ( I I ! _J -- -- ---- --- T-IN VC 1 _ v IB So,GOL STPAF"i MAMFAmmp „ • 0 00 ..91 OO S1SIOf .SIL-1 L 0£Z Ifl MODEL No.0516 OR^FW,0VETJ EaAVALEN � I � I � I I BY SiMPSON sTWC1NG-TIE CONNECTORS -- — -- - -- > I I ! ! BASEMENT ( , I t.. 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PIERS ON FiA{L STUDS a 16"aL I I .� I // - - - — - --� -I- — — — — — — — — - -- - - - 16"x8" POUR. CONC. FTGS. I N l.._ 1 FLOOR .STR,�PPINC DETAIL I I ENTRY STOP ABOVE I I 104„ 104" 103,,—.,4 ! I I 4 , M M 104„ I I I 16'j62" I 10'-54" 13'-2" 11'-14" 8" 15'-8" 2'-10" - m F . �51I-' Z•MAX OR MM CO#01170 % TO WFWASE CORROVCN RMSTANGE -- - 1 FOR ALL VIVA pzE IN d0 NEGTION Z I I i J W ALQ l QI O I I KALL 5TUM 16*Or-I I I I Date: I , I ! I I I I I gild- I MO I I !qM r 9 . 9 - 18 O -_ _ _ I : 77 I • I I { „ 1„ r 1 1'-22„ l 3'-3 -2Z - -- - -- --- - - -- -- x8 -- - - - - - - -- - - I I �F`�01A" N�.1.STRAPY4IJO TO� _ . VENT _ t"waas„ars- rasTAuap AS PER MANA�ACTi1RL " riO SILLFLATr-\ � SYELIFIGATIONSANO"COOL Revisions: TERMITE 5HIE •°" 16 Ba.STRAP TIES MAN0Ar_TUI'Li7 J By 5"P50N STRLN O-TI@ GdW-ELTORIS 1 04" — 1 6'-62" 10 " STRAP TO MYE MIN 12'BEARIHS ON THE STUD 1 . 30 . 19 I I I 3 1 3 -C7lkE7ATldH WAtL No.C8I6 OR Armov m,EWwALE1tT- ! r I ANF V~UMPM SILL PLATE AT FOaR07AroK 8�1 ST9TH EL. T� No. 2 . 2 0 . 19 r 1 I -i H'^O'jO.GZ'HOOKD Al*kX BGABOL F..OkJK,41EHT ! FOUNDATION PLAN STN'-1?. �PL 1 /4 1 0�r FOUNDATION STRAPPING DETAIL = I REVISED 1 .30. 19 I I TWO CAR GARAGE I ' I - REVISED 2. 19. 19 { "Mrt�, Sheet Title: *-IN I IN �' 66 I ( SEE GARAGE DWG. A107 ! Cl) r O I I FOUNDATION PLAN ' ( 51s"0x12"STEEL AW_+10 ` I ( HC�LT5 AT 5'-0' OL. MAX. MrN EmeEL7MENT or-r° N y, ! I SEE 1 _ eet No.: 7N o/. 1 - I • - CD 101 `4 , , r11� L — — J riles- ANCoHO 'w L 1 PETAIL 0 103" 21'-61„ 103„O 4 2 4 TABLE 8602.56) FASTENING SCHEDULE I DEWRJPTION OF SUILDIN5 ITLENENrsr�bG SPACING ANL?LOCATION97,11Z91 FA5T�R ROOF 4 C*d EIOX(;1 4"X0.II3')OR I EL.00KINE,13E1-1^TETR GEILINs J915TS OR PAFTERS 5-Dd GOMMS'3N(2 J5"XO_I91"J)OR TOE NAIL TC TOP PLATE 3-I0d 803X(2 A-X0.12(');OR _ 5-9'XOJV"NAI 17'-0" 37'-7z" L-- 4-1 ESOX(2 j"X13-118')OR 2 GEILINI9 JOISTS TD TOP PLATE S 8d GOMMafy(? 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I �0 COLLAR TIE TO RAFTER, NAIL OR I}�"X t I ^ 5 RIP5E 5TRAP TO RAFTER 4-5'X0.1511"NAAILc, K'" 14b");OR FADE NAIL EACH RAFTER $ I Tor-,NAIL5 om ONE 5icc r 11-7/8" TJI 230 JOISTS @ 16" OC Q S-Ici BOX NAILS(°��'XD,I�*a'�OR 2 TQ I { 9'-0" PLATE HEIGHT s-IOd C.cx,-1MON NAILS(3'3�3.I4L')i OR Ahs'I TGE NAIL ON CMPOS17E > a RAFTER OR ROOF 71 -/5 TO PLATE 4 IOd BOX ORSIDE OF EACht RAFTER OR BEDRM. #2 4-S'X0.151"NAILS T�`-'6 I J � 4-Ibd(5 3°X0.165')OK 3-Iod COMMON MIXo.146%OR , Design ( 4-106 SC3X(s'Xl.3.125")�0R TCYE NAIL Rol IliTO RIr�,VALLEY OR HIP RAF-B DB 4-:'X0.131"NAILS 44� Main Street I M I ROOF RAFTER'S TO MINIM4M 2"RIDSE REAM s-lad Wx(9 j"X0.18'3')OR Greemport, N.Y. 11944 2-16d GtYWCN(s OR TOL'NAIL I 5.53'XO.151"NAILS 5-10d BOX Ps"X0.125"),OR 631.477.0075 niurr;lydesignbuild.com � MASONRY PATIO - �--->- �- --���,ns_ --- - RZ01.2.,2. FR=-OTION 070PENINS5. EXTERIOR 61-.ZINC IN W11-0IN ATED IM NINPDORNE PEORI5 PE010`N5 SHALL DF MOTEOTED FROM NINIPBORNE VMR15. oLAzED OFIE-W40 FROTEr-e'TION FOIA ILII 0 NE C 13RI5 5HALL HtET 7f4r - - REOUIRElEN75 OF THE LAR0- '--- MISSILE TEST OF A57M E Ig1gb AND ASTM E 15&6 .1+x.5 i-mirim im s':TION 501-2_1.2.1. &ARA6E DOOR OPENIN& PROTECTION POR NINPV,0P,NE PEERI5 544A..L. t ET TRE 4 JIR t!W5 OF ,AN IMPACT-FZ5I571No STANDARD OR ANS I/OASMA I I5. (SEE TAE3LE BM-OS E CEP-nON: : MOV SI-RU01VIZAL PANT I-5 NI H A THICKNE55 OF NOT LES THAN 1(6 It 1I AND A - - SPAN � NOT MORE T14AN b FEET SHAI-L BE PIERNSf f'- FOR OPENING F'ROT�OTION. F LS '..,. TALL DF BOUT ANP A7TAjr,,HFP TO THE FPAMINC7 'S !R.OUNPINO 7f-FF- OF 'I"'OF :NINIG OONTAMINc—THE FRODUCoT NITS THE CL,ZEO' OFMINO. F'ANEL5 5RALL Dr; ==: PREMILLEO AS REOUIREO FOR THE ANC'MORACE METHIC0 AND SHALL BE SICC W 8'-6" L P41TH THE AT7"A611-IMENT HARVKARE, PROVIOM_ ATT PIME I'T`S SHS BE 016120 -rO � x . �. zr�u� _: m RE515T THE 001"OPONET ANP 0LAVIDIN5 L.OAC* PrrERMINM IN A06OR'IPAW-.E NIT14 _-- _-- I=iTHLff TAIL-E i 1 OR E "7 1"+ll'i�I f$ P�1At""" T i0 SIt J-Rr- ANT ❑ — ATTACHMENr MZ1 Al RMA E {: I MUT R1"k 1,r POOL PLAN ON SEPARATE DWG. & PERMIT WILS�IN0, ATT,�'�LG'HMENT' IN ANCZ 1W1TH T, L.E I OI.2,I 2 15 9,MI ,•p•,y rO�y DESIGN & BUILD 2-1-3/4"x7-Il/2" LVL TYP. j� T'Y.k.+ .P'i,L� rC C`'� L�" f t"w 13'-72I 2 16" ( ILVINO-5 KITH A MEAN ROOF HF-10HT OF 45 FEET OR LE55 THERE THE i.,tLM7` ATrz t StON Y'13N? 5f LC , IS IbO MItH CSR LESS. v 2X10 DOUG. FIR #1 RAFTERS @ 16" OC I I I TE31-E R501 .2.1.2. NINi)C-ORNE oL.emis PRoTzemoN r- sTENIN j 2-2X10 WRAPPED COLLAR PIES BOLTED TO RAFT S .`..HEOULE FOR WOOD STRUCTURAL PANELS F 5FACINC-5Murray Design & Build 449 Main Stmt FASTENER T`a'`PE 4 FOOT 6 r-OOT Greenport, N.Y. 11944 BEDRM.%#3 PANEL SPAN - P < PANEL 4 FOOT' i° IS IFOOT 631,4,7-007.5 r T j I 7y7J� MUrrayd ,;ign lttild.com E� ^�' J Y . Z )AZOO��+y 4 }yam 1 'TUU. 1 ASE 1011 0 l 11TH 2 16 IO Design - Build - Restore rl I INGH EE[ ENT L.�'ITH MASONRY PATIO -...-.. ----------- N0. IO ?I00 ' 5CRMA4 5A5r::P i+N1�CyH,gO PATH 2 I I TO RIDGE �t -y-- Y POST ABOVE ' I INCH t I MENT LEN This leis plan is the ;y �+ � 1I I property of Murray 0 �!RE1�I esil„n & wild and j BASED «? I ---------------------- ----------- -----------------TUB o - I may not set or CH ET EPMEXT 1-7X TO reproduced withoutis written eo coy rh; 1„ _ 4'-0"- --,6'- - -- - - -------- > BATHRM. #3 2 - - --- -------------- T SLEI S SON IOfi' } LLL T1cTWC _0-52 I l ESI fiJ V INl1 SP ED e�t� A :55FOOIT 1`" r;AN F�.00T- I fY: - 5-5 - 4 --G - 4 5 -1 2 ` I L 63„ L 63„ L L 63.. L 01„ I� � T } a rw �+yyp� NO �lgj ENDS THE !'rLLAG./Ltr RA� --- — — — — -- --- — — — — �+ TRIM 10 _. 0 =-- - - - 1 FPANEL. 1 I OTHt- wp I 2-1-3/4"x7-1/2" LVL TYP u PANEL. i �� � I H� FASTENER13 SHALL BE LOCATE�D NOT LESS THAN Uj P� �.✓ L H THE : INCH c , z BATH RM. #4 T .. ---------- - U I EXTERIOR Ir LL 60'VERIMS NI TH AN EM SEDC I-EN TH OF NOT LESS THAN 2 INOHES INTO T. E SHOWER : I T --------.....--------- - - - BUILIO FRAME. FASTENERS S- .1- EE I-OCAT Q�TN I NOT L55 THt`�I INHES I�ROT Tf THE w W i j coNc RETF- BLocx O ON T , s_ 5::x5•' TE L CIL. + LL ..........................._......._........-----.....__....._....._............. . h �y /y {�,� I + y^y RIDGE SU POR T fDANELS ATTAC HF- / 70 f'f 04`� i O Q FOUN ATI N / © O ti z DINIfJG RM/LIVING RM. A50NRY TL�Ca0 5+-IALL. ATTAC U5INO BELOW - - ---- -- --- - -- --------------------------------------- ------ '��f IR;JT IO N-� SITI`I1TcL GIwiO "I Nr1 / z w w o �- Q; I � ! L LTI1` ATE I�LIT RAK&,. CAPA447Y OF NOT LESS O Q¢ I O w V) RIDGE SUPPORT TO " ., ! - w CRICKET THAN 00 #NOUN . C) i 3-1-3/4x11-7/8 LVL STRUCTURAL RIDGE W d O z w - - - -- - - - --W12 x 79 I BEAM RIDGE - - -� FOUNDATION �- --------_ - - - -- - -- - -- - ' -- ~ A J °� - - - -i-- - -- - - - — -- -- ---- — -- —' -- -- �w Q O- a I I O ,� # Or J w 0 W !� } m w DN. 16 RIS RS O F RST FL R z J U CC O Q ' " z f Q nroo Wa LL U J ... cn C7 w rt , ,� I J '0 O a I I ` Ii1FR.IGAFE/4iCIaRS MAILFA,LTURB?BY 'rr I \ 07 in = I I S1MP50Yi 5'rROTib-TE GON45G:TOR5 HOPM W,K2-%A O •, OR TER O PL TE!C AUM AT EVERY RAFTER TO PLATE!COI@•IEGnG7W 801Yi 51pt5 Mffit AO `X" (Dr;. DO NOTONOTAU®H KITH ®Ti109 POST A VE E --� CLOSET - - TO RIDGE\ QI N ? O LU \ w -; 5Hf 50"STRC"ame OOkhiGTOR --------------------- ______-----____-._________-__—_-- - MIZ TO DE USED HwN RAfTL`+t Atl@f!5 wry sno 0 I M A KNKM OP THO bd W f I OIM1*714 TOTAL OF O16 A J \ II � - I y _62 -- -- --- •� RooF RA�� \s LUI \ > Ir v 2-1-3/4"x7-1/2" LVL TYP. J OO ( I J.,..•, r ., �::,`f r'I:..,,.4.� l.,:Y,X ^n ihC-.r"._ --_--";'.5'.u:",: ............. ...... PLATE TILMNAAGIRD a",W! UC:) O 1'Yi}1 mnb PLA coNrrcn AUENa 0 e r�N BEDRM.I#4 L - 3 5'-1 01 - - -- --- - -- - - --------------------- L 4-5 5 '-6 „ L -6 44 2 - — -- ). lj STLDS e la•or v T 2X10 DOUG. FIR #1 RAFTERS @ 16" OC ( I I I I 2-2X10 WRAPPED COLLAR LIES BOLTED TO RAFTERSOd PLAN - I _. U_ I j _... _...._... ................... I ROOF 5TRAFFINra DETAIL II 2-1-3/4"x7-tl/2" LVL TYP. j 8-6" 1 2 ...................------------------ .....------- ----------------- --- 4 � � Date: TABLE R.402,4.1.1 AIR. DARR.IER AN NSULAT'IC'N INTALLA11 N 60`VrCNENT =AfR BARRIER CR.1IA INSU-ATIO`vI 0 ITERI --------------------'- -- C E,IL N0 :ATTIC: ALIGN KEITH o&LTcS"'�IS TH AFR 9 . 9 - 18 j FLAT ROOj BEL W/ kiAi g S JCI y� g,,.�+y,g ---�---._-___------------------------------- -------------------------- ---- � S.+T b4✓1\ 0r 7 cV I's:.✓A i 90 CAVITIES ,F'S# I i-»1 N A%10 511- PLATE` TO BE � CtORNE. �IRJ� ,.: 5 F t •,s ..�NC�TION Cr-OIC �' I�L,a'�TE "` �`Lt�L a INSULA ANS EXTER10'�: L5 T " I"'SIITH VAT RI L i�AVIN Revisions: � ..� , SIN. �.-�� - I"~7C:�.�? 1 . 3 0 . 19 f 1/ -- - - -- -- - , (� / / ❑ 'RIS' JO: PLT RIS ,fit 15T" SH L I`\IGZ.UI RIM ,FOIST SHALL M I' __ THE XR BARRIZR INSULAMD 2 . 1 9 . 1 9 j ITL OOR5 (INCL�OINO AIR BARRIER. INSTALLED � VAIN_TAIN I I I NEhaT ►.F � C AR ES T ?` E � E � Af."T KITH TII OAWI LEVERS r-L "' ,ry INSULATION L�E S'� + I"'L R i SECOND FLOOR PLAN O APiL S t�LS EXFjO* � EARTH IN IN dLATION SHALL Imo' i 1 /411 = 11-011 (A F,1 IE5 ONL r TO I �rN=1 C:RAYk"" 4 Z9—,M*EN T LAS"° ATTACH= j I ( UNVENT1 CIRI Au ;1 SPASM TO E O+O' M:+ EO TO CRS STICE: Sheet Title: GARAGE - ISEE DWG. A 107 I REVISED 1 .30. 19 S+ '�4,5� KITH A CLASS 11l'APOIR HALLS. IF NOT r IA:; ' j REVISED 2. 19. 1 9 RITaa\RIE . IN FLOOR. AF75 t DXTSHA,FTS, UTILITY ; SECOND FLOOR Fr-N'---MA7 ON.'S PENETIRATIONS, ANn FLUE 5f4AT`TC5 ENIN,5 TO E PLAN L.It*I�.O' ITIONEL'� SE �Pw �,J E TO 13E SEA,LE't) CARE Sr-PARATION ,SIR SEAL EGET .N z OAR ,� t No.: . E � 6ONOITICN?""O SPIE " 5t REOES IL1G++71NcS SEAL= TO TSE ,SIR '91IT ANt> Ick s N ORYKAU RAT=- 'I VAC REOI5 R=V5TER W075 THAT A 103 B007S PL-N TE ATE °T'HERt-"AL ENVELOPE TO EC 5CAI. TO SUD7-L00R Com. MYKALL t STANDING SEAM METAL ROOF M vu* "r R R A*Tyr DESIGN & BUILD Murray Design & Build (D (D (D (D 449 Main Street 12 Greenj)ort, N.Y. 11944 631-477-0075 .0 UBFL 12 @ ATTIC murrardesignbuild.com SEAM �'j I,LIAL HUUI- STANDING Design - Build - Restore liii it I i ! ! � , GARAGE PLANS, SECI ION AND ELEVATIONS ON PAGE A107 0 0 (D This plan is the property of Murray Q Design & Build and may not be used or ni't 0 0 reproduced without C) OP wr itten consent. L-T- UBFL. Tj I Iif 7 L n 11 AY 2 2 GARGE FOUNDATION TOWN OF SOU kjL"�� ----- ---- ---- L- L F- -CRAW'LS-- PACE FOUNDATION I I I I ! I -- -=� -- -� I I I I W F t IL J L 1 -7 L L CELLAR FOUNDATION CELLNR FOUNDATION @ HOUSE BEYOND CELLAR FOUNDAT I L L NORTH ELEVATION ( FRONT ) NORTH ELEVATION ( FRONT ) MINUS GARAGE W1 /411 � z 1 /4" = 1 '-0" REVISED 5.21 . 19 WINDOW SCHEDULE z TYPE RO/NOTES ANDERSON 400 SERIES 2'-4-7/8"x2'-4-7/8" RO O W LjL AW251 WHITE W/ SCREEN 2X6 WALL ANDERSON 400 SERIES 2'-8-1/8"x6'-0-7/8" RO METAL VENTED RIDGE CAP W12 x 79 1 BEAM I RIDGE RIDGE TW 26510 WHITE W/ SCREEN 2X6 WALL -ANDERSON 400 SERIES 2'-8"x6'-0-3/8" RO EACH UNIT METAL STANDING SEAM ROOFING CX16 x 3 WHITE W/ SCREEN 2X6 WALL INSTALL AS PER MANUFACTURERS INSTRUCTIONS U ANDERSON 400 SERIES 5'-0"x5'-0" STANUIN(3 '�LAIV MLIAL ROOF RO 2X4 PLIRLINS SYNTHETIC ROOFG55 WHITE W/SCREEN 2X6 WALL ROOFING MEMBRANE 112" PLYWD. SHEATHING ANDERSON 400 SERIES 2'4-7/8"x4'5-3/8" RO CW 145 WHITE W/SCREEN 2X6 WALL 2X10 DOUG. FIR #1 RAFTERS @ 16" .CC ANDERSON 400 SERIES 2'-8"x6'-0-3/8" RO EACH UNIT IMULL TO INSULATION BAFFLES @ INTERIOR 8 2-CX16 WHITE/SCREENS 2-AX 281 AWNING ABOVE R-40 INSULATION1 ANDERSON 400 SERIES 112" GYP. BID. @ INTERIOR 2'-8"x 2'-8" RO EACH UNIT MUILL TO 2-AX 281 WHITE/SCREENS 2-CX16 CASEMENTS BELOW SOLID VINYL CELLAR 2'-6"x V-6" AWNING UNIT WINDOW 2X10 WRAPPED COLLAR TIE @ 48" OC TYP. W/ WINDOW WELL jlt BOLTED TO RAFTERS O ANDERSON 400 SERIES 2'-8"x4'-0-1/2" RO EACH UNIT EGRESS 2-CX14 WHITE/SCREENS SYNTHETIC MEMBRANE @ CONCEALED GUTTER TYP.- __j Date: STANDING SEAM METAL ROOF I METAL STANDING SEAM ROOFING INSTALL AS PER MAN UFACT REBS INSTRUCTIONS 2X4 PURLINS SYNTHETIC ROOFING IvIEMB I ANE VERTILAL'CEDAR S16N� GARAGE PLANS, SECTION AND ELEVATIONS ON PAGE AIO/ 112" PLYWD. SHEATHNG 1 9 . 9 . 18 1 TYVEk HOUSE WRAP 2X8 @ 16" CC ROOF JOIS S I 1;2" PLYWD.' SHEATHING 2X6 6 16" 6C STUD WALLS FLAT ROOF I 1 R-19 BATT INSIX. 112" GYP. BID @ INT. iv 2-2XI2 ACO GIRDER @ - 3- 14" MICROLAIvlS W/ 0 2- 5/8„ STEEL FL PL COVERED ENTRY CH 3-1-3/4x11-7/8 HEADER-/ Revisions: 7-71 1 7 1 1 1 1 DOOR SCHEDULE TYPE 1 . 30. 19 0 RO/NOTES 2 . 19 . 19 O ANDERSON 400 SERIES 6'-O" W x8'-O” RO FWH 6080 PALR WHITE / HINGED SCREENS 5 . 2 1 . 1 9 O ANDERSON 400 SERIES 3'-1"x8'-0" RO 1 FWH 3180S WHITE 3/4" HARDWOOD FLOORING 5/4"x 5-1/2" WOOD DECKING 1/2" PLYWD. SUBFLOOR ANDERSON 400 SERIES 9'-9-3/4"x8'-O" RO 2X8 @ 16" OC ACO DECK JOIST 11-7/8" TJI 230 JOISTS @ 16" OC FWG 10080-4 WHITE W/ SLIDING SCREENS TECO TO 2X12 ACQ LEDGER R-40 BATT INSUL. ANDERSON 400 SERIES 15'-9-3/4"x8'-0" BOLTED TO HOUSE FRAME W/ FLASH( --1 LILA - FWG 16080-4 WHITE W/ SLIDING SCREENS ANDERSON 400 SERIES 3'-1"x 8'-0" Sheet Title: �\qqqxlffl%�' FWH 3180AL WHITE W/ HINGED SCREEN T S "S a I N 112" EPDXY COATED BOLTS @ -1= I 16" OC STAGGERED f f I f I f I 'S 2X6 ACQ SILL PLATE L. 8'-0"x8'-0" OH SILL SEALER 2-2XI2 ACO GIRDER 5/8"x12" STEEL ANCHOR BOLT GARAGE DOOR ANCHORED TO 8" DIA @ 3'-0" OC MAX. ELEVATIONS 32"001" SCREENED POUR. CONC. PIER ON 8"x4'-O" POUR. CONC. FOUNDATION WALL 16"x8" POUR. COHC. FTG. 16"x8" POUR. CONC. FTG. 3'-O8" -SOLID CORE 4" POUR. CONC. SLAB E POOL PLAN SECTIONS L SE FL. PANEL FIBERGLASS J- - - - - - - - - - LT 2'-8"x8'-0" SOLID CORE FL. PANEL INTERIOR DR. O2'-0"x8'-0" SOLID CORE SURFACE MOUNTED SLIDING OORS FL. PANEL INTERIOR DR. I 1'-6"x8'-0"SOLID CORE TWO DOORS IN ONE SET 0 Sheet No.: SECTION # 1 & PARTIAL WEST ELEVATION FL. PANEL INTERIOR DR. \ C- DIE -0"x8'-O" SOLID CORE SURFACE M -0 11 3' MOUNTED SLID( 1 /4" 1 1 FL. PANEL INTERIOR DR. A 2'-2"x8'-0" SOLID CORE cl� REVISED 1 .30. 19 FL. PANEL INTERIOR DR. REVISED 2. 19. 19 O 2'-0"x8'-0"SOLID CORE TWO DOORS IN ONE SE AM ;"r' => O FL. PANEL INTERIOR DR. REVISED 5.2 1 . 19 072 n, All SS10A METAL VENTED RIDGE CAP 2-1-3/4"01-7/8" LVL RIDGE r 4 METAL STANDING SEAM ROOFING ' .}"- I _ INSTALL AS PER MANUFACTURERS INSTRUCTIONS 2X4 PURLINS SYNTHETIC ROOFING MEMBRANE �l 1/2" PLYWD. SHEATHING I I x i ! I 2X 10 DOUG. FIR #1 RAFTERS @ 16" OC - ' INSULATION BAFFLES @ INTERIOR ' ,, I ' R-40 INSULATION 1/2" GYP. BD. @ INTERIOR J = 1 STANDING SEAM METAL ROOF I I I I 'Y� I I i ! I � I i I I 2X10 WRAPPED COLLAR TIE @ 48" OC TYP. �- i j BOLTED TO RAFTERS r j j y SYNTHETIC MEMBRANE @ �, j I CONCEALED GUTTER TYP. DESIGN BUILD O I i I I i C D2 2 ! - I � i 0� ' � O t \ Design e . O � i � � � SI��. Z Build VERTICAL CEDAR SIDING TYVEK HOUSE WRAP 12 ' � Main Street . NGI i 1 I ( ! i I! !Iii IIiI IiI �i ijI 2X6 @ 16" OC ST UD WALLS r i, 12 ' 1 Greenport,J N.Y. 11944 R-19 BATT INSUL. 3/4" HARDWOOD FLOORING 1/2 GYP. BD @ INT. 1/2PLYWD SUBFLOOR 1FLASHING -7/8" TJI JOISTS @ 16" OC T.O. SUBrnurraydSi2buiid.c tm63t•477.0 )!5 I I I -- : i I I I I I - - j � Desi � ��a�i� Restore T , ! i I I 1 i 1 - : 7'' SCREENED I I i i r PANELS r O O J i 1 This iii iis the I I r , ; < property I & BuildandO3 03 3 o �C�i�ri o j :1'� I I . \ \ \ may not be used or Lj reproduced I ( written consent. , - i �----- .,. .:. .; .,... .,:..r,... .. .. ., .... ;: 'is :S..fi ",s.'�'�,t";`q_•-, i I! I i I 31/14" HARDWOOD FLOORING � 2PLYWD. BLOOR 7/8230JOISTS T.O. SUBFL I T O SUBFL R-40 INSUL. j MASONRY PATIO \ \\"" \ BATT I "NI t I ,�;f"jr-;; ;fAlcri,%:T:r .�X4;t`'.^ w`• { ,,v, L"h �I \ \\POOL PLAN AND PERMIT ON 2X6 ACO SILL PLATE j I I I SEPARATE DRAWINGS I \ 1 SILL SEALER COMPACTED FILL W/ ?, 5/8"x12" STEEL ANCHOR BOLT Uj I 4" POUR. CONC. SLAB OVERSNI @ 3-0 OC MAX- I I I I I 8"x8'-0" POUR. CONC. FOUNDATION WALL j I I I 16"x8" POUR, CONE. FTG. Ii I I I 4" POUR. CONE. SLAB W ! I ' O CELLAR FOUNDATION - -.. - - - - - — - - - - - -- ---- ----- ------ ---- SOUTH -SOUTH ELEVATION ( REAR ) v J SECTION # 3 1 /4 .. = 1 ._0„ W 1 /4" = 1 ,_0,. METAL VENTED O Ljj E TED RIDGE CAP W12 x 79 I BEAM RIDGE � METAL STANDING SEAM ROOFING INSTALL AS PER MANUFACTURERS INSTRUCTIONS r, 2X4 PURLINS r 1 SYNTHETIC ROOFING MEMBRANE x 1/2" PLYWD. SHEATHING �/ o 2X10 DOUG. FIR #1 RAFTERS @ 16" OC INSULATION BAFFLES @ INTERIOR T R-40 INSULATION k .i 12 r r 1/2" GYP. BD. @ INTERIOR O 12� ' 2X10 WRAPPED COLLAR TIE @ 48" OC TIP. Y, METAL VENTED RIDGE CAP �J BOLTED TO RAFTERS 3-1-3r4x11-7/8 LVL STRUCTURAL RiDrG - m L� METAL STANDII IG SCAM ROOFING ;ljx II JSTALL AS FER MANUFACTURERS :JSTF;L:C I IOfJS ^A 1 Imo? SYNTHETIC MEMBRANE @ 2x'4 PURLINS CONCEALED GUTTER TYP. I SYNTHETIC ROOFING MEMBRANE2-1- /4"x -1/2" LVL HEADER j 1/2" PLYWD. SHEATHING r{; 2X10 DOUG. FIR #1 RAFTERS @ 16" OC z J r' J~ It`lSULAT'Of`I BAFFLES @ IPJTERIOR �,��ri'' � � CRICKET jl� METAL STANDING SEAM ROOFING R-40 IIJSULATIGIJ - ;1= ' Date: ! OI INSTALL AS PER MANUFACTURERS INSTRUCTIONS 1/2" GYP. BD. @ IIITERIOR SCREENED I 12x4 PURLINS i 3/4" HARDWOOD FLOORING I (`' SYNTHETIC ROOFING MEMBRANE I PORCH .,' vz" PLYWD. sueFLooR --�� FLASHING `'' 1/2" PLYWD, SHEATHING @ 48" OC TYP. ~h BOJ 9 . 9 - 18 11-7/8" TJI 230 JOISTS @ 16" OC „ 2X10 WRAPPED COLLAR TIE v 2X8 @ 16" OC ROOF JOISTS I r; r 2..10 WRAPPED COLLAR TIE @ 48" OCY2X6 @ 16" � �},nBOLTED TO RAFTERS =' ;'; ^� BOLTED TO RAFTERS CEIL. JOISTS--\ �y r SYNTHETIC MCF✓BRAIJE @ Ir r- 2- 1-3/4"x11-7/8" MICROLAMS COIJCEALED GUTTER TYP.,, .: - I �ERITICAIL ED{R �IDING r ' TYVEK HOUSE WRAP VERTICAL S L CEDAR 1I D:NG SCEE E`D" SCREENED: - + $ .,. .,- 1/2" PLYWD. SHEATHING i TYVEK HOUSE WRAP PANELS. - h J'.' PANELS_:. i 2X6 @ 16" OC STUD WALLS i I 1/2" PLYWD. SHEATHINGill RevISIOns: ,...., R-19 BATT INSUL. I 2X6 @ 16" OC STUD WALLS 1/2" GYP. BD @ IfJT. I R-19 BATT INSUL 112" GYP. BD NT. - I 44 '✓ 3/4" HARDWOOD FLOORING I ! i 3/4" HARDWOOD FLOORING 1/2" PLYWD. SUBFLO OR i I I I I i 3/4" HARDWOOD FLOORING--\PLYWD. SU FLOOR 1/2" PLYWD. SUBFL11_7/8" TJI 230 JOISTS @ OOR 11-7/8" TJI 230 JOISTS @ 16" OCR 40 BATT INSUL r R'40/BATTI230 INSULJO;STS @ 16" OC R-40 BATT INSUL. > U. \• -- ::\ \ \ ' ASb R PATO a' ..: Y •,J \ It,;;'�r`'N'�'r .7,J,.. .,•r."!'� rX'' :i' �,M, :,z'7J"y'"'".�,' r{.1.x;`` '�% , .. Y . ..' -rt ., ' � ,,,2X6 ACO SILL PLATE h' z > � r �^ r SILL SEALER L�— Sheet Title: j 5/8"x12" STEEL ANCHOR BOLT 3-1-3/4"01-7/8" LVL GIRDER @ 3'-0" OC MAX. 0 j I 3" DIA. STEEL COLUMN 4"x12" POUR. 84x4?O" POUR. CONE FOUNDATION WALL ELEVATIONS 8"'V-0" POUR. CONC. FOUNDATION WALL I 16"x8" POUR. CONE. FTG ' - 1 r- — --- -- — — — -- — — — — 6"x8" POUR. CONC. FTG. 4" POUR. CONC. SLAB ( 1 4" POUR CONC. �I AB oi, IN --I- — -- - -- - -- - - -- — - - _1 F-71 � G ,,t,f- fr �oSECTIONS r SECTION # 2 & PARTIAL EAST ELEVATION SECTION # 4 SECTION # 5 N�©A . No,: 1 /411 = 11_011 1 /4" = 1 ,_0„ 1 /4" = 11_011 S, N A 105 TABLE R301 .5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ( in pounds per square fool) USE LIVE LOAD UNINHABITED ATTICS WITHOUT STORAGE 10 UNINHABITED ATTICS WITH 20 LIMITED STORAGE -ft Ar -or r IL Jr HABITABLE ATTICS SERVED 30 MURRAI WITH FIXED STAIRS DESIGN & BUILD BALCONIES ( EXTERIOR ) AND DECKS 40 F= FIRE ESCAPES 40 GUARDS 200 Alurray Design & Build HANDRAILS 200 449 Main Street Greenport, N.Y. 11944 631.477-0075 50 STANDI�G SEAM AETAL RO(F GARAGE BEYOND GUARD IN-FILL COMPONENTS murraydesignbuild.com PASSENGER VEHICLE GARAGES 50 GARAGE PLANS, SECTION AND ELEVATIONS ON PAGE A107 Design - Build - Itestore ROOMS OTHER THAN 40 SLEEPING ROOMS 0 This plan is the SLEEPING ROOMS 30 rty of Murray Design & Build and STAIRS 40 (D (D may not be used or SCREENED SCREENED SCREENED reproduced without 0 (D PANELS PANELS PANELS written consent. I VERTICAL CEDAR SIDING I I . I I I I W T.O. SUBFL. I i ill � I � I I I i i U I I I I I I I I I I I I I I z IC. L_ L - - - - - - - -- - - - - - - - - - - - - - - - - - - T C) - ----- ---- ----- ---- ---- ---- ----- ----- ----- WEST ELEVATION ( SIDE ) 0 < 1 /4" = V-10" 0 >_ REVISED 5.2 1 . 19 O W T o� ! I U 00 STANDING SEAM METAL ROOF _j � j I 0 I I U rn (D 7 Date: Cni-1- 0 - BEYOND STANDING SEAM METAL ROOF VERTICAL CEDAR IDI IG @ 9 . 9 - 18 I I j // \\ iIGARAGE PLANS, SECTION AND ELEVATIONS ON PAGE A107 T.0. SUBPL. Revisions: FLAT ROOF I 6\ CY) 1 . 30 . 19 rN V�111��L �111 SIDING 0 Ll 1 2 . 19 . 19 5 . 21 . 19 1 TOP OF SUB Sheet Title: CELLAR DOOR:]] FL. ELEVATIONS WINDOW WELL WINDOW WELL _j I ---- ----- - - ----- 0 EAST ELEVATION ( SIDE ) 0 tp Sheet No.: LF - 1 /4" Cf LU REVISED 1 .30. 19 07?2 5'0 E --- ---- -- ----- --- ----- ------ -- ---- ------ ----- ---- ---- ---- ----- ----- ----- ----- --- --- REVISED 2. 19. 19 10c) REVISED 5.2 1 . 19 ss;01 L/ 106 MURRAY DESIGN BUILD Mld THIS DOOR TO ALIGN W/ ENTRY Mld- Mlct __ O O METAL VENTED RIDGE CAP O _ _ DOOR AT HOUSE_ ___ ____ ___ _ - - - T - - - --- - - - - - - - - 3-1-3/4x11-7/8 LVL STRUCTURAL RIDGE L - -- - -- -- -- -- - - --- - - - -- - - - ❑ ❑ - - ❑ 2-1- 'x1 -7 8" RIDGE -� METAL STANDING SEAM ROOFING 3/4' 1 / (D 2-1-3/4" 7-1/2" LVL -j NN INSTALL AS PER MANUFACTURERS INSTRUCTIONS 2X4 @ 16" OC RAFTER TIES I � 11'-2Z.. 3'-3" 22,.I 13'-Oz,. Z2X4 PURLINS g,-O „ SYNTHETIC ROOFING MEMBRANE ! I ! 1/2" PLYWD. SHEATHING Murray Design mild 449 1 Street LU I i 2X10 DOUG. FIR #1 RAFTERS @ 16" OC Greenport, � 11 I ! I ( > I I 7 I � I 631.477.0075 I Q C:) murraydesi nbuilcl.co I I I I x l l ! ( I I Design - Build - Restore I I I I I I 3/4" PLYWD. SUBFL. I TJI 230 11-7/8" JOISTS @ 16" OC TWO CAR GARAGE N I I O ( I r SYNTHETIC MEMBRANE @ O This plan is the N property of Murray 6 I I ! 6 ( CONCEALED GUTTER TYP. Tlesign ui.1d and N I I TJI 230 11-7/8" JOISTS @ 16" OC I ( 2-1-3/4"x11-7/8" LVL HEADER may not be used or 2X10 DOUG. FIR #1 RAFTERS @ 16" OC I J #. ! o ! reproduced without G! I VERTICAL CEDAR SIDING i TYVEK HOUSE WRAP written consent. 1/2" PLYWD. SHEATHING ! I 2X6 @ 16" OC STUD WALLS >I� Q ( O 5/8" GYP. BD @ INT. i C) I I I 00 O ! I 1 - - - - -- - - - - -- - - -- -- - -- - - - - - - - - -I `- M -� 2X A T _ J �2 21 iN 4" REINF CONC. SLAB t` 2-1-3/4"x7-1/2" LVL _ ._' T ❑ O 0- ❑ SILL SEALER L PLATE 16"x8" POUR. CONC. FTG. T - 8"x3' O" POUR CONC. FOUNDATION WALL _ - - - - - - - -- -- - -- - --- - - -- - - -- - - - - - -- -- - O 5/8"x12" STEEL ANCHOR BOLT MO @ 3'-0" OC MAX. 10'-94„ 10'-94„ Q 104„ 21'-62„ — 104„ 104„ 21'-62„ 104„ –. - - -- -- - - - - - -- -- -- - - - - -- -- -- - --- -- -- - 0 Q FLOOR PLAN SECTION # 6 0 1 /4" = 1 '-0" 1 /4" = 1 ,-0 REV. 5. 15. 19 Z REV. 5.21 . 19 W Q z O LLJ z nr000 U 00 z 0 T I U i I , I I i ! i I i I I Date: STANDING SEAM METAL ROOF I (STANDING SEAM METAL ROOF . 9 . 18 i ! ► ► i S i 12 i I I I T.O. S I VERTICAL SIDINI I O 12 @ATTIC,' N Revisions: VERT((,'/L CEDAF 31DING I ! VERTICAL CEDAR SIDING ! ! I I . 9 9 Q i ( TW 26510 5 . 16 . 19 8'-O"x8'-0" OVERHEAD 8'-0"x8'-0" OVERHEAD \ ! GARAGE DOOR GARAGE DOOR ! l 3'-0"x6A8 ! FIBERGLASS j I 5 . 2 1 . 1 9 ' ! I Sheet Title: - I ! ! I II ! ! II II I ►:i L _ _ _ _ _ _ _ _ ► I GARAGE – �_ _ –� - -- - - - - rt - –I – � T - - - -- - - - - - - - - - - - - - - - - - - - - - - - -r ---L J – _ – - -- - – – - - - -- -- - - — �- 1 1 – I. - - T - -T - - - _ _ _ _ -v - 1 - -- -- T -- - - - -- - - - -- - - -- L - � - - -- - - - -- - - -- - - - - EAST ELEVATION WEST ELEVATION NORTH ELEVATION SOUTH ELEVATION (SOF NEIL 1 /4" = 1 '-0" 1 /4" = 1 ._0„ 1 /4" = 1 '-0" 1 /4" = 1 ,_0„ ��Pr�s,, °FFk� o� °0) Sheet No.: REV. 5.21 . 19 REV. 5.21. 19 REV. 5.21 . 19 z '� REV. 5.21 . 19 h,nbF,�v• � 0?25071 ��C9 °�SsvNP� A 107 V11 — — I MJItltlGAPE ANC#LORS MArAJPAGTIAlPD BY SIMPSfl%STRONG-T!00M/.GTOR5 -- MOGPi No.LEAIA5115SUZO ORVGUV = 104- 2 A - -- — 4NNM LLNT AT MRT R IDD TO RIPM LMM 16',{1" 103Y" caa�cTWoN►�RAFTe�s oo NOT ALbN ►u1WaA%e ANCOOM P~AGTURL V DY = 904150%SMON6-TTS G01411411iiiiGT°RS — �� MOM No.LWA24 OR APPROVE _ - -- OWWAL ENr AT CVEW RAPTM TO ItHDOE OONCGTION MBI PAMRS ALJON POOL PLAN ON SEPARATE DWG.&PERMIT -_ I - - _-_-- -- MURRAY TJI 23011-7/8"JOISTS @ 16'OC DESIGN & BUILD W f��--� J O ' 3 FINISHED REC ROOM_ rn O w ® 8"x8'-0"POUR.CONC.FOUNDATION WALL RIDGE STRAPPI N6 DETAIL `- Z w\ 16"x8'POUR.CONC.FTG. ; 3 O 4 POUR.CONC.SLAB Murray Desigtn & Build - 449 Nfain Street Greenport, N.Y. 11944 31.477.0075 110 " fi 6'-6"- niurraydesignbuild.com' "41 - - 4 MASONRY PATIO �.M�A�� A AT 1)eyigtl K11ild Restore "..•r...�A"01tlIN wwfAcnilm•r RAMER TO FL^m IT TJI 23011-7/8"JOISTS @ 16"OC Boor -- I row cwr w/vAce"m x 611*l011 �I 3 ,� AT� ",Dom,. This plan is the Ql c xfc To D�MAL.O *STALLM Lu 01 property of Murray Lou �I u! Design & Build and COMPA FILL W/ .� may not be used or N c LL ® co^I 4"POUR.C .SLAB OVER ;c , reproduced without 6M•-aN e1Ro"•-,e , . "D 5:W KI '�'" `written consent. rd lftL^AT O To a I _ I JO•T LOM TIRI '-AOo OEM" M DO sof ( fMr'10"2.14%Qt 1P•LOM001+OR0 BATHROOM rA o w oG. roR w/10uw!M Ow.ELilw y I --'- w A(4 u►•ea 11'-4" 25'-10" 17'-0" r06T cAr 1lwrAcelm 6Mld "t"o"s"r c'ammvvft VGOa"s."000-01/ 1007 OAr Icloweavats o0om R.-"M2_64 M"/ALv1Im of e"r/011 on An"e.Av 006NVALp1f flB6TALIID -0 I N cow"r-L MEW ai►« CO. Acs( - - - - �- I Tw1s o"Arrraven m"vAanlr S'x5' TEE L CC L I -24'k 4"x8'FTG. / RIDGESU T FOR COL SU-PPORT FOUN AT ON UP 16 RI ER TO I rF4111 5 I uj M AILI G C D T1'P.COL&FTG UNDER POST w -- Q F I TO RIDGE SUPPORT ABOVE U ' I 0 - CRAWLSPACE I I Q COLUMN STRAPPING DETAIL r / I i I O �i 8"x4'-0'POUR.CONC.FOUNDATION WALL v I M i 1 r 16'x8'POUR.CONC FTG. I I 4"POUR.CONC SLAB 5 -- IM I DIA�TEkL COLUMN I I T3"DIA.STEEL COLUMN Iv ( 11' 4" 12 POUR.CONC FTGS. I I 244"x24"x12'POUR.CONC FTGS. LnI _ Ln ~' CIC mi ILL! Lu -- U IUa 000 I XW 2X4 @ 16'OC STUD WALLS I �__� Q I J I - > 5/8"GYP.BR @ INTERIOR 5/8"GYP.BD.@ CEILINGI Ali Mlct °° I trlict KftL 5=5.W or,. - TJI 23011-7/8"JOISTS @ 16"OC x 66 Oa.0011L 67PAPPINO WMIMACTUREP $ FINISHED OFFICE 1 I I MWEL o.�D00tAf "�eo.,r.1�, 8"x8'-0"POUR.CONC.FOUNDATION WALL m I 16'x8'POUR-CONC FTG. 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Date: I " I I I 9-112"T11230 JOISTS @ 16'OC FL jrTS UNDER TILE FLOOR A 3OVE I EDrIO41 T ' 90901 (- ❑ ( �// I an J �TMATrINS 10 E:11' 2 2 ' VENT "- PLOM EaST 5re nowry LLL MA's, Revisions: L Tr. ,'JI"` ,fir / d1�r'�15 SIC!-M OI�OR3 1 04" 6'V2 1 4 SIRAr TO%%VE M Cr MAMNMe.C"OR ArrWVYW S am"e sm 1 .30.19, L AND 4RA*LNXR SILL MATE AT rou"DATION ' •GTL.!E•MM6 MATE WWOR CTIN® 2.2 0.19 E!Y NeAl"I-Tle C-OATE M Rs were W. L�OR ArTROVW E&"ftZWr M 1 FOUNDATION PLAN �xT -•�°L- 6 30 20 -rV T MN.elP�!!T(T MI[�}GiOIIGI�TE. • • -l•TNM 6.07'Or EACH ew ibr PLATE --- rrA1MMATIeW 4'T;2APPIWrd-, I)r- All REVISED 1.30.19 r ry TWO CAR GARAGE r ri Sheet Title: SEE GARAGE DWG.Al7 REVISED 2.19.19 II""> E 5 N °sem M Q— N o REVISED 9.19.19 FOUNDATION PLAN EV �2S D -30) 30 261..W 5/D"0x12'STEEL ANCHOR FQ c- 07 Qy DEC, r ii BOLTS AT 5'-0'OL.MAX. a \O 20 MIN Emwl' N Or 7" F' cn sm 4 Sheet No.: A ! 01A a A a 1 r - = ANCHOR BOLT DETAIL ^fir "6"' �- I103 103"1 21'-62"4 " - 4 - -- - TABLE 8602.56) FASTENING 50HEOULE DeWIMPTION OF BINLOIN6 ELEK-� 5PAeAN6 APO LOGAT110M ROOF 4-bd COX(2 4'x0.1137 OK 1 BLOGKIN6 BETVEFN GEl Rk9 JOI515 OR RAFTERSTOE N 5-0d COMMON d 14-xo.lsl),OR NL =TO TOP rL^TC 5-10d BOX(2)4'XOJ2D7:OR - 17'-0" - - 37'-72" -- a s•xo.lsl"NAIu _ 4-W BOX P2 j'X0.I157OR 2 CPILNG JOISTS 10 TOP PLATE 5-"C4 40N(� 5"A0'4)'OR P8t JOIST,TIDE NAL 'S-"PJOX(-114'XOJ25');OR _ -- ,�" L _ NAILS ® ® - ---- - 5 LAPS OVER PARnnoMB ro"5--v&*Raoa9J,Ro=3-2 5-16d CC*4MON('s 14"X01677):Oft =_- CAMA45 JOIST NOT ATTAC W To PARAUM RAFt'M 410d HOX("0'X0.115')OR _ old TdOYe RW2-%.1(�)I 4 07X0.61 NNLS FACE WAIL -- - 2-1-3/4•x11-7/8"LVL HEADER POOL PLAN ON SEPARATE DWG.&PERMIT G@ILNB JOIST A1TAfAED TO PARALLEL RAF1B4 4 (WAL JONT). 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BFAM-FLOoR R ROOM AT EAGN�ARNB,FAcI:NAIL L -6 - 5-5 5-16d COMMON •x0.107" L 0 4-10 DOX(5`XOJ287;OR Cb 1 2 I 36 DANP OR RIMS JOIST To JO19t 4-'J•XO.P31'K4";oR Di0 NAL 45'x 14gm srAPLL97 1i•onewIN MAIL,EArH LAYER A5 VC1.10H51 i - 4 god COMMON(4"x0jo";OR 33X2.OG.AT TOP Mf 7 BonoH v - AND 3TAE7�D ;oNoWL leJ , " , " o� 27 L3ULTd1P 61RDER5 AND l3=Af5 2-INGH 1iJPQXe LAY(!M5 9"X0)91'IVAL5 , AN O.C.FADE TAe a 70P 1Od OIoX� )°R AWP x301101 5TAB6EI2�ON Date: arnmlc&M 00 -0 L -0 i BATHRM.#1 00 - �A aANDnd coHMo++(.a}•,ro. `}OR PACE NAL AT tNPS AND O FLAT R F ABOVE O 11ENUfl _ SL L DRAIN r i4 r, N 5-I0d BOX(•9"xO.lsb 17 OR AT EACH 3PUCL 17' " 1 1'-4" _ 0 44"BOX(3 A'XOM)pR •=� r, - z6 umm S-Mys""ORrNs J05-m oR*Arm" 5-I6d COMMON PsJS'7<alaa'1;OR AT EACH JOIST oR RArT=R O 41Od MW MIXO-126);OR FADE NAE 9 's 9 's 4-9•XO.CI NAILS 2t TO JOIST 2-IOd(3 X0120") GKiMI EMD.T1DL MNL M W.C. O TUB N O YA70D 9'11a1*n AL PAN;LS,5Le'tOOK ROOF AMD NTMCK MALL 5FEATHN9 TO F"Md a AND PARw4x voAw WAd1. S7CATHI)b TO Ilt WN9[MV TAL7Le 160x2.1(3)f©R NOW SRIaGTiJl2AL 1104M EXTERIOR W 4.L Or-ATNN9 TO J V"MCAJ%4 Jp] ❑ 6d COMMON(2'X0.13')NAIL(OJNLCM WN.L) 1 ❑ - _ 2-1-3/4'x7-1R"LVL j U0 %"- � ad Go1NY10F!P2)y'xO.Isl'hbUL(1X001) 6 Revisions: M Fxe-11 Od COMMON NAIL 06-AO131•) 6 Df 1 .3 0.1 9 �A , �"_ • kM CVMW N(!rW t4D)MAIL,OR 2.1 9.1 9 -02 52 1 I bd a)j'X0.131•)MMOR NAIL. b t2 14'-6" - 11'-4" - 17'-0"- T-10"- o'TM�MALL TH+�ti 114• %TURAL CCLIALO-1G rMle"350AIQD DIAHMM OK V GROIN STAPLE 16 ga;- 5 b yY �t T11RAL�►_!L!�-y FIl�9Z9DA1QD DIAW-rm OR I.CRONN STAPLE Ib qTa S b GARAGE-SEE DWG.A 107 FIRST FLOOR PLAN 1 '6N-VAN2w ROOFIF0 NAIL,STAPLE 95 157®t'PS1M 5FEATl+M9d 6ALVAN�,115"LONE.,114'SGS, T T rfM W OR 6 1/'111 _ 1 1_011 56 �1fr•6)8'9119FIFJITHIN6d I%*&*A-VAXZW ROOPW NMI.:STAPLE 6.ALVANIz W,I V Ste,TYPE N OR s EW Sheet Title: REVISED 1.30.19 NDOD 15ne v.FAl`ELS COhEJIKAT"51Br1.00R WDIN-AYh ENT TO 9T •AW 1E55 bd DEFOG CXX0.120')NAL:OR A x; REVISED 2.19.19 L}d GDfN fZYs"xO.t31)NML REVISED 9.19.19 �6 x•_rad ,a �, i r WAL 10d COMWN M-X0148)NAM_i OR - FIRST FLOOR PLA 31 I�•-I Y4" fmd orrommen(214•XD.r1D)UAL �2 ` ' FOR 51.1 Inch■25-4 mm.1 foot■304 mn,I KLE PM NOIR■0441 81/9,I kw"6.610 Pro l °AROF )SO)�, a.MAILS ARE a*SOD f�M l BOX OR DERX11MM SHANKS EXCEP'0410M OhM�tlW STATED.NAILS USED F-OR THINS GOWCG?101x' 3►i,W.HAVE MIMMM AVLRA6L'Is?OI?►S YM3D S71mV6T►kS A6 91iOMM 60 KSI F0Ft SHANK DIAMCTzR (2Od COM ON MNL-),10 KSI FOR SHANE DIAWrERS LA SM THAN 0.142 NpH BUT NOr LAPsM THAN oJT! NUI,AND k;ia KSI FOR SHANr, DIAWTEIZS OF OJ42 INCH OR LESS. b.STAPLES AM 16 6AOC Milm AND HAVE A MNIM.M 11W-NCH ON DIAh OM OROMbI WDni' c-MALS SMALL BE SPACED AT NOT MOIL THAN 6 INCHES ON VNrER AT ALL SLW PMM X4eW SPANS ARE 4b INGIES OR 6RFJAT9t Sheet No d POUW+00T L3•("OOT OR 4-POOT Ur T-f'�OOT PANELS 5NALL SE APPLIED V15 7ZA4.L1r e.SPAGIN6 OP PArSTENL�eS NOT NC"XX D N THIS TAI3LE SHALL M BASED ON TABLE►2607.3 rZ ' P.Y THE ULTIMATE DMIeft HND 9PM7 15 x30 MMI OR LP5b,MAILS 1101%ATTAGHINs kt"a S7Y7U=RAL PAS Ro;OP S R1.THNe To BASLE HAD WAIL FRAMN6 SHALL�SFACW b INC+IE5 ON GENT9i.KNEW T+E ULT1MATE DEAN),*V SPEED IS WEATM THAN 150 WK MAILS POR ATTAO.HNB PA&M BOOP SWAT~TO INT�IATE SW"FMIS SMALL BE ISE SPA&D 6 INCHES ON CENTER FOR MINIMJM 4b W yDIETANGL PROM RID79M EAVES AW CAME EW 14415;AND 4 INGfES ON GENTVR TO 6AELt 00 WALL MAP016 SAW_CONFORM TO ASTM G��+TO ASTM G 5%AW SMALL W N9TALLED N ACCORDANCE;JKITH 6A 553. SFtEA•11jM h.SPA 140 OF rAOT79'�ON rLOOR 5HCATHNS EPM5 APPLIES To PAINCL 96PPORTED W TRA~MEMMRS AND ISD u2 BLCOQI Alb AT FLOOR PERtHErM ON_Y.SPAUN5 OF FASTENEt ON ROOF SWATMN6 PANEL MGM APPLIES TO PANEL Epeft 'JIJFPOR MD DY rNAMINB M124 cps APD ISN MD M"XiM9.M=4QH&OF ROOF OK FLOOR SrAT~PAMB.WM5 P IC4LAR TO THE FR"W5 MEMBERS NMn NOT§W PROVIr�EXCEPI"AS R�IRED BY OTHM PRO g5te hS OF THIS C.ODE-1-008 FM TFR SHALL W SUFFORTM BI't RAMNB MEMFI�'S OR 5OL.ID 15L OOKN5. 1 MW A RAFTER IS FASTENED TO AN ID.NGENT PAPAL LEL MUMS JOIST N AGC.ORDWr W TH THIS SGMEDLIL?,PROADE 1Y0 TSD¢MAILS ON Ow sm OF TME RAFTER Nb TOt MAILS PROM n-e om1he J9I5T TO TOP PLATt N AGGOR0.44Kt WITH TMS SGMtL1 t.THE Tot WVL at THE OPPOSITE SIDE OF THE RATEie SHALL NOT BE RIS, FR - e R301.2.2. PROTECTION OIF OPENIN65. EXTERIOR 6L.AZIN6 IN BUILDIN66 LOCATED IN W1NPDORW PEEK15 RE-010% SHALL DE PROTEGTM FROM WINDBORNE DEBR15. GLAZED OPENING PROTECTION FOR AINDBORNE DE13RI5 5HALL MEDT THE FMMIRIrMENTS OF THE LARGE M1551LE TE57 OF ASTM E 1446 AND A5TM E 1&&6 A5 MODIFIED IN SECTION 301.2.1-21. 6ARA6E: DOOR 61-AZED OPENING PROTECTION FOR --- WINDBORNE DEM15 5HALL MEET THE RE0UiREMENT5 OF AW It0PAGT-Rr:5I5TIN6 _ - STANDARD OR AN51/0ASMA 115. (SEE TABLE BELOHU - - - EXCEPTION: -_ -_- WOOD STRUCTURAL PANELS WITH A THICKNESS 0'F NOT LESS THAN I(6 INCH AND A SPAN OF NOT MORE THAN 8 FEET SHALL BE FERMI I Ir- FOR OPENIN& P'ROTEGTION- -_ - PANELS SHALL BE PRECUT AND ATTAGH!I? TO THE FRAMING SURROUNPIN5 Tf4E y _= -6° L - - PRODUCT 5HALL PREDRILLED A5 REQUIRED F AW50ORA&E METHOD AMC) 5HALL MSECURED WITH 'TETE ATTACHMENT HARDSNARE IR,OVIDED. ATTACbMENT3 SHALL BE DE516NED TO - ® ® -_-- -- - --- ❑ RESIST THE GOMPONET AND GLADDIN& LOADS DETERMIt� IN A. MURRAY,WRIPANGE k4" EITHER TABLE R5012R(2) OASCE 'i WITH THE FT RMANM4T CZ)R 20310N-RESISTANT 2-1-3/4"1" /2'LVL TYP. POOL PLAN ON SEPARATE DWG.&PERMIT — DESIGN & BUILD 13'-7Z" f20.' - -- ATTAG+fMENT F+ARDWAIRE PROVIDED ANC? ANGHDI PERMANENTLY 11VStALLE12 ON THE BUILDING. ATTAC+iM NT IN AGt.ORDAWE WITH TABLE R-501.2.1.2 15 rERMITTED FOR DUILDIN65 WITH A MEAN BOOP HEIC+fT OP 45 FEET OR LE55 WHERE THE ULTIMATE 2X10 DOUG.FIR#1 RAFTERS @ 16"OC DE546N WIND FEED, 15 150 "OH OR LF-55. 2-2X10 WRAPPED COLLAR TIES BOLTED TO RA TASLrz 8301 .2.1.2: WINDBORND DEBRIS PROTECTION FASTENIN(S SCHEDULE FOR WOOD STRUCTURAL PANELS M t r ra y Design & Build rA5TENEIR 5PACINC 449 Main Street BEDRM.#3 (Greenport, N.Y. 11944 FASTENER TYPE 4 FOOT 6 FOOT i 631-477-0075 o PANEL SPAN < PANEL SPAN < PANEL SPAN >hlurra gnbuild.com -4 FOOT - 6 FOOT <_5 FOOT NO. 6 11001? SCREW Design • Build • RestoreBASED ANCHOR 16 14 OR WITH 2 �' 8 --- -- INCH EMBEDMENT LEITH a MASONRY PATIO M NO. 10 WOOD 5CREH POST ABOVE N TO RIDGE BASED AW-MM WITH 2 16 12 CT ; This plan is the INCH E1�31DMENT LENOT+I property of Murray O 3 Y4 INCH LA0 SCAZE I Design & Build and 3 Tub O BASED ANCHOR WITH 2 16 16 , IE, may not be used or _ - INCH EMBEDMENT I-ENOTH reproduced without VD _ BATHRM.#3 5- '-0" 1 2 written consent. 2 a. THIS TABLE 15 BASED ON 160 MPH ULTIMATE DEVON MIND 5 D AND A 55 TOOT MEAN Root 5'-5^ L 64" L 6� L3�w L r Law L Law L S'-102" — TiLI VETT. — (V V -V'7 -VY b. FASTENERS SHALL BE INSTALLED AT OPPOSI NO ` ® we © © O © -- O --- ---- EN05 OF THE WOOD 5TRUGTURAL PANEL. C -0 -= - - — - ---- - FA5TENER5 5HALL M LOCATED NOT LESS,THAN 2-1-3/4"x7-1 R LVL TYP. Z BA RK#4� Q ING1-i #�?OM THE L�D6E OF 7i•fE PANEL.' srlowER ' I a G. ANCHOR5 SHALL PENCTRATE TiiROU6H THS O I �0 O EXTERIOR WALL COVERIN& WITH AN EMBEDMENT 1 �P LENGTH OF NOT LE55 THAN 2 INCHES INTO THE BUILDING-i FRAME- FASTENERS SHALL SE LOCATED �1�� a I NOT LE55 THAN 2 Y2 INGHE5 FROM THE EDGE OF THE 5-1/2 5-1/2'P RA M o VE ��'` t- CONCRETE BLOCK OR CONCRETE, TO RIDGE T d, PANELS ATTACHED TO MASONRY OR z W DINING RM/LIVING RM. o MA5ONRY/5TUCCO SHALL BE ATTACHED USING O a U co -- - BELOW VIBRATION-RE515TANT ANCHORS HAVING AN _ Y tW >MME 7 p J 5 I 5-1/2"x512'PARALAMPOST W Co , 518 1rz• ARALAM ULTIMATE WITi-IDRAWAL CAPACITY OF NOT L55 3-1-3/4x11-7/8 LVL STRUCTURAL RIDGE j Q O 5-1 18'PARALAM (574 LBS PER LIN.FT.) LL TO NDA CRICKET THAN 1,500 POUNDS. 0 a u, ¢ cc — — — — Ll I III DN 16 ISE T11 FIF ST OCR Q Q I Z m LL UOLAM 5 aUj a. I Cr Z o a LL m v, d 0 Q O I X 3 ; .�G�l�O��d Nu.NZSA ^� RAFTER O PLA tV Eco�Necnw e�aoes NAM CLOSET 5-12"x5-1/2"PA LAM T A ry Q LmJ6m Awl O o TO RIDGE ,, < vo NOT ALmm W".no� r W a W p O sHr» LU "" To W' OONN•OT Ole ® ® J MTZ TO!!16iD Nel W[A NNhIM Or 1Y4.O RAPTM AMM W N MM i X16'-1" �''-62" j TOTAL o"�`r POW R,"r'-oris O I V �` ; ,\ ieoar v Ter PLA2-1-3/4'x7-12'LVL TYP. i 1 MT!T!S IMNlAOT1111lD K 5!*'!ON SNMOM-Te OmomrTORS MOM No.R� O O © ® O ( OR ArrRc�NUVKBR AT eVORY MW TO r�PLATE c xQmGT "Ne+RAnews PO Nor n U, BEDRM.#4 5,_Sw ,-03w �,-03w -03w '-63" ' 1 w ( ? AL1.1/ N.M 4 4 4 4 5-102 2X10 DOUG.FIR#1 RAFTERS @ 16'OC r SIDS.K'OL. 2-2X10 WRAPPED COLLAR TIES BOLTED TO RAFTERS -TW.a 9M.6 , MO PLATES \. W N/11Le1 .._.. WTO STU" 2-1-3/4'x7-12'LVL TYP. -_ -- ----_--- _-- ROOF STRAPPING DETAIL . ., ^ 4 -6 1 2 TABLE R402.4.1.1 - AIR BARRIER ANJ INSULATION INTALLA71ON Date: COMPONENT AIR BARRIM MTERIA INSULATION CRITERIA C:'EIL NO / ATTIC ALISNED WITH ALICNE'D HM4 AIR FLAT ROOF BELOW _._............ ....... _ ._ .. _ .... _._ 1 IxsuLA'fIQN.___,______._____...__......_...BaR¢IE'r _._._. .__.._........_....._..__. 9......._.... 0 mof 0 KALLS 1 JUNCTION OT` FOIUNOATION CAVITIES KTHIN AND SILL PLATE TO BE CORNERS AND F+EAC ERS SEALED. OF FRAME WALLS SHALL JUNCTION Of- TOP PLATE BE rULLY INSULATED AND EXTERIOR KALLS TO, WITH 'MATERIAL RAVING Revisions: BE SEALM MIN R-5 P M. INCH 1 . 0.1 9 ❑ - __s =-- ° RIM JO15T RIM J015T SHALL INGLLUD RIM J015T SHALL BE THE AIR BARRIER INSILATED 2. !,1 9.1 9 FLOORS (INCLUDING ; AIR BAWIER INSTALLED MAINTAIN PERMANENT ABOVE GARAGES 4 ' AT ANY EXP05E D EDGE CONTACT NIT'H THE CAN"ILEVERD i'LOORS OF INSULATION UNDERSIDE OF SUOrLOOR SECOND FLOOR PLANi CRAP SOACE MALLS L CXPOSM EARTH IN INSL L.ATION SHALL BE 1 /4 = 10 (APPL105 ONLY To , UNVENTED CRAKE PERMANENTLY ATTAC+•+> D UNVENTED CRA IL ? SPACES TO BE COVERMD TO CRAW- 5=? E Sheet Title: GARAGE-SEE DWG.A 107 REVISED 1.30.19 SPACE:) WITH A CLASS I VAPOR MALLS, Ir NOT 1 RETARDER IN T`LOOR F y REVISED 2.19.19 5+4AFT5 I 1 DUCT 5HAT°T5 UTILITY, �a REVISED 9.19.19 PL'N-TRATONS PENETczAT�C�Ns, AND �Lue ' ' SECOND FLOOR I5HAI- .� ¢ 4: ; y PLAN T'S o'PENIN6 To UNCONDITIONED SPACE TO BE SEALED V CAgA6{ SEPARATION 1 AIR SEAL BETkC-CN GARAGE AND t Sheet,No CONDITIONED SPACE RECESSED LICt-ITIN& BE-ALM TO THE AIR TIGHT AND IG DRYYIALL RATED HVAC REt515TER RE6i5TCR BOOT5 THAT BOOTS PENETRATE THIERMAL ENVELOPE TO BE 5EA-W TO BUBFLOOR OR DRYNlALL