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Town of Southold 7/31/2020 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41306 Date: 7/31/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 170 Homestead Way, Greenport SCTM#: 473889 Sec/Block/Lot: 40.-2-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/11/2019 pursuant to which Building Permit No. 43847 dated 6/11/2019 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: ONE FAMILY DWELLING WITH COVERERED FRONT ENTRY AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Long Island One R E Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-19-0044 07-08-2020 ELECTRICAL CERTIFICATE NO. 43847 07-28-2020 AUMBERS CERTIFICATION DATED 02-25-2020 am schant 0 ' ed ignature t'EFQi��� TOWN OF SOUTHOLD BUILDING DEPARTMENT ` TOWN CLERK'S OFFICE y • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 43847 Date: 6/11/2019 Permission is hereby granted to: Long Island One R E Inc PO BOX 13 East Marion, NY 11939 To: Construction of a new single family dwelling as applied for per SCHD approval. Replaces BP#41378 At premises located at: 170 Homestead Way, Greenport SCTM # 473889 Sec/Block/Lot# 40.-2-17 Pursuant to application dated 6/11/2019 and approved by the Building Inspector. To expire on 12/10/2020. Fees: PERMIT RENEWAL $824.00 Total: $824.00 hl Build g ctor SOfFBI,�c TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE oy • SOUTHOLD, NY X01 � ,dao ,s 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#: 41378 Date: 2/22/2017 Permission is hereby granted to: Long Island One R E Inc PO BOX 13 East Marion, NY 11939 To: Construction of a new single family dwelling as applied for per SCHD approval. Replaces BP# 39577 At premises located at: 170 Homestead Way, Greenport SCTM # 473889 Sec/Block/Lot# 40.-2-17 Pursuant to application dated 2/22/2017 and approved by the Building Inspector. To expire on 8/24/2018. Fees: PERMIT RENEWAL $824.00 Total: $824.00 l Building Inspector o�SU �.co TOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE �y • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39577 Date: 3/11/2015 Permission is hereby granted to: Long Island One R E Inc PO BOX 13 East Marion, NY 11939 To: Construction of a new single family dwelling as applied for per SCHD approval. At premises located at: 170 Homestead Way, Greenport SCTM # 473889 Sec/Block/Lot# 40.-2-17 Pursuant to application dated 3/2/2015 and approved by the Building Inspector. To expire on 9/9/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $824.00 CO -NEW DWELLING $50.00 C( Total: $874.00 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. /L New Construction: Old or Pre-existing Building: (check one) Location of Property: Sk" � .e-�-'� O` House No. Street �{ Hamlet Owner or Owners of Property: In Suffolk County Tax Map No 1000, Section t -Q - C50 Block 00 Lot Subdivision /�/1 t ,��� � Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: �� p- Planning Board Approval: /'j- / 17— Request for: Temporary Certificate Final Certificate: check one) Fee Submitted: $ =4 Applicant Signature oF sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road 411 Fax(631)765-9502 P.O.Box 1179 G ® Q sean.devlin0D-town.Southold.ny.us Southold,NY 11971-0959 ®lyCO!lNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Long Island One R E Inc Address: 170 Homestead Way city Greenport st: NY zip: 11944 Building Permit#: 43847 Section. 40 Block: 2 Lot. 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA' Nicholas Kerzner License No: 42972ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4 4'LED Exit Fixtures Pump Other Equipment: 42 Circuit Panel- 24 Used Notes* Modular Inspector Signature: Date: July 28, 2020 S.Devlin-Cert Electrical Compliance Form.xls pTc SQUp��` Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 0 Southold,NY 11971-0959 a BUILDING DEPARTMENT i TOWN OF SOUTHOLD • i i CERTIFICATION i Date: �- i Building Permit No. 7 Owner:. Lom �5�and _ i (Please point) Plumber:\ A 1��. (Please print) - I I certify that the solder used in the water supply system contains less than 2/10 of 1% j lead. I (It 1 i tubers Signature)- _ Sworn t efore me this a, day 2bW CYNTHIA M. BERNER NOTARY PUBLIC-STATE OF NEW YORK Notary Public,, 'county No 01 BE61"12149 Qualified in Suffolk County + f My Commission Expires 08-2 ® i i oe sou # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INECTION [ FOUNDATION 1 S7 [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAULKING (om— s REMARKS: fcsl/i Y'o 6 V t h ✓( �S y ah V% S 1 clay � o T. �►- M VrdLyelf DATE INSPECTOR 1 pF soplyO # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 INSPECTION [ ] UNDATION 1ST [ ] 5R,%G H PLBG. [ OUNDATION 2ND A* [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -,FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C ULKING REMARKS: V- .owil( kw'e"l W" ' ov rtmoo�' v - ` �0�1 ' lC�o�►d- Itn� dL M :�]E Eft� DATE D � ' INSPECTOR OF SOUlyolo A # # TOWN'OF SOUTHOLD BUILDING DEPT. `ycourm '' 765-1802 -- INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ } INSULATIOWCAULKING , [ ] FRAMING/STRAPPING [Iii""FINAL Wl> [ = ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I �t11U+�'VS J_ �G S�fit v� vo - IT Nov/o, DATEINSPECTOR V, Li OfSO(/Ty0 Ll12V I L4 7110 J QOMC✓ • �� lV17 � 6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ]' FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIREAESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O Mo�v /PC/ REMARKS: neAw' P c Al DATE /2,0 INSPECTOR �� Jsilaiid ke From. Susan De Paola sdepaolaQtampabay.rr.com toibject: Date: July 27,2020 at 8:53 AM To: ✓� y S t - c � EE 1 2 JUL 2 8 2020 I I From: Susan De Paola sdepaola@tampabay.rr.com B t � Subject: ` er Date: July 27,2020 at 8:54 AM To: ria •wwe J U L 2 8 2020 EUR DING DEP". TCe From: Susan De Paola sdepaolat @optonline net B Subject: Date: June 26,2020 at 7:34 AM r To: ' JUN 3 0 2020 f s, e ^fI n s I y e / U r o A", yy 'k i i �rte 4. z. � TOa�rry///� t0 it r r s fr- r� fv cer r ,s / r r rH / /r /r /4y/ rr>j j h c�y 14111=214:1171 1 rl��llhTS:� j 1 r 1 1• __ - �r� -- -- III ' i r�`"i,(iLI►����.L�iL.�� � _..�__.;_ ,�� . m MT VP STATE ENERGY CbDE MIR 11111 111 imicillip I r t� j . E f s' . OR RM i V 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey So utholdTown.NorthFork.net PERMIT NO.3`��5 27 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 Single&Separate / I FEB 2 7 290165Storm-Water Assessment Form Contact: V Approved 20 BLDG DEPT Mai iOVVN OF SOUTHOLD Disapproved a/c Phone: Expiration 20 I C J`7 __7 utldin nspector APPLICATION FOR BUILDING PERMIT Date � , 20_Ly INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demoli 'on as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing co ,an ulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( ature of applicant or name,if a corporation) � ) %1>5�;X -3 117 (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 the tax roll or latest deed) If applicant is a:io:,�pature of duly authorized officer (Na a title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on hich proposed work will be done: er House Number Street Hamlet (�- : County Tax Map No. 1000 Section (,� 6 `C 'Block � © L,, ® ` ,.Lots ;;e;i" .'�:alr�tr_i i1 tZt•y i 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a., Existing use and occupancy ,p _ b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 1Z Joao Fee (To be paid on filing this applicati ) 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 str refit res, if any: Front Rear Depth Height " Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 4 Rear Depth Height 2413 Number of Stories __1r 9. Size of lot: Front ® Rear Depth 10. Date of Purchase J Name of Former Owner 11. Zone or use district in which premises are situatedi�- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO c,--' 13. Will lot be re-graded? YES &/NO Will excess fill be removed from premise�YA NO 14.Names of Owner of premises L 'c,;-��'"` Address A i ���`� Phone No. Name of Architect &u4o~ess jiI ±J2hone No, { Name of Contractor - Address Phone No. E_ ��-- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 7/ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE RE UIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO v * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 1 1 e ' the applicant -1111',jV being duly sworn, deposes and says that(s)he is (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true tq 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 thisr _day of r 20 d/ TRACEis Signature of Ap licant NOTARY PUBLIC,STATE OF NEW YORK � NO.01 DW6306900 )3/2/Z QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2.011 i t _ �,i i�t7.C.:f�1 suira'� �4 ��]I'(�>>CZI��C��v A\TIEIR, Scott A. Russell �'� SUPERVISOR 4 IMLA N A\(G IEMIENT SOUTHOLD TOWN HALL-P.O-Box 1179 p ,� �] 53095 Main Road-SOUTHOLD,NEWYORK 11971 !ll Town of S0uthol iL CHAPTER 236 - STORA WATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) IDES THIS PROJECT INVOLVE ANY ®� THE Ii oI,I,OWIN�: YDS 110 (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more i E than 5,000 g square feet of round surface. q j ❑ B. Excavation or filling involving more than 200 cubic yards of material : within any parcel or any contiguous area. F�Sit,�nrep.,�r�tion on �lop�.�whicl��e�� l� feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted r on FIRM Map any watercourse. y ❑ - F.-Installation-of new-or-resurfaced- impervious-surfaces--o feet or more unlesspP rior approval of a Stormwater Management p Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwaler Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. s.C.T.M. 1000 Date. APPL]CANT- "(Property Owner,Design Professional,Agent,Contractor, they) r� �/ DL NAME. tb h- /��'11 C) C © — �O -L / ��.,,—, Section Block Lot l l,()F3 E',UiLI;{N,a DI.1 1,1'NiEN7-USE ON`. Contact Information: i f4pYxr vu.nS+• Reviexved 13y: Propety Addre-s /Locatlor of Construction Work: — — — - — S• r"pproved fcr processing Bu.lding Permit Stor:l eater`vlanaoeirtwnt Cc:_t!ol Pl_nN`et required. ❑ 5torrrwater Nlana;;enwnt CCf0101 ?t;n i�.Require". t;o-word io Engineernig Dtp!inwi:i fo. RQviE•r!i APPLICANT S.C.T.M.#: 1000 CHAPTER 236 Wrope^ty Owner,Resign Profetsional,Agent,Contractor,Other) --�— �O$u ; Stormwateir Management Control Plan CHECK LIST NAME Section Block lot � � S M C P -Plan Requirements: Provide ONE copy of the Building Penni: Apolic.•atio1). Date: ?k The applicant must provide a Complete Explanation and/or Reason for not providing I all Information that has been Required by the following CheckL�,ti .riv+n.[ Rkphcnc riumb[p 1. A Site Plan drawn to scale Not Less that 60' to the inch MUS A If You answered No or NA to any Item, Please Provide Justif teat ton He,•e' YES NO t NY Paper you need additional room for ex lanations, Please Provide additional show all of the following items: If P a. Location& Description of Property Boundaries b. "Total Site Acreage. c. Existing -Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-IT02). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e, Limits of Clearing& Area of Proposed Land Disturbance. f. Existing &Proposed Contours of the Site Ninimum2'Intervals) g. Location of all existing&proposed structures,roads, driveways, sidewalks,drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing,& , proposed structures. I. Location of proposed Swimming Pool and discharge ring. '. Location of proposed Soil Stockpile Area(s). k, Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures, 2. Storinwater Management Control Plan must include Calculations showing i that the stormwater Improvements are sized to capture,store,and Infiltrate 1 on-site the run-off from all impervious surfaces generated by a two(21 inch 1 rainfall/storm event. -- 3. Deinds&Sectional Drawings for stormwater practices are required for approval l items requiring details shall include but not be limited to: — a, Erosion &Sediment Controls. b. Construction Entrance&Site Access. c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.p.infiltration basins,swales,etc.) I FOR L:NGINE'E ING DEPARTMENT USE ONLY"h " I Additional Information is Required. Reviewed& I Storrriwater Management Control Plan is Not Complete Approved By: � - - -, -- -'• - - - - - - - - - - - - - - _ — _ — -. Storrriwater Management Control Plan is Complete. Date: I SMCP; has been approved by the Engineering Department. ,WFORM 4' SWCP Check List-TOS MAY 2014 �$UfFOlK BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHO D r 4� ''' `'+r`=` _ Town Hall Annex - 54375 Main Road 1 Pd Box-117 5 oSouthold, New York 119 Vb959 y O� Telephone (631) 765-1802 - FAX (631) MY-462 2019, plc �a roger.richert(a_town.southold.n .us APPLICATION FOR ELECTRICAL REQUESTED BY:" - Date: tW Company Name:' Name: License"No.. email: L r Address: 4y Phone No.: 3 JOB SITE INFORMATION: (All Information Required) Name: �9 0 Address: Cross Street: Phone No.: �- BIdg.Permit#: email: v Fax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / O Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Information: (All information required) Service Size 1 P 3 Ph Size: A,_(0A # Meters�_ Old Meter# New Service Fire Reconnect-,Flood Reconnect - Service Reconnected - Undergroun - Overhead # Un erground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PaAA Request for Inspection FormAs s�' 1 SofFoCx�©�i Town Hall Annex �• yG Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 CD� Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION ,OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD roNSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: //VY Please to notice that the (check applicable line): New residential .structure Addition to existing residential structure Rehabilitation to an existing 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) oof framing R) Floor an roof raming (FR) Signature: Name (person �u mittiN'thisorm): Capacity che� licable line): P Y pP ) Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE DESIGNATION OF'CONSTRUCTION (PMS)#187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 211 MIN. -REFLECTIVE WHITE 4' 1/2" STROKE _---_-----------___-. . : 11EStGN7kTtON-FOR-STRU CTUit'AL" COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND SEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS.IDEMIFIGN 4N.SIGN CCTV PIJANCE VVIT H 19 W..CRR PART,12654zq tnrTOSCALE CODES DIVISION DCAIIFLE TRILSS IDENTIFICATION SIGN DATE:03/08/2005 NEVA YORK STATE DEPARTMENT OF STATE ' - {, .� {.:• DIVISION OF CODE ENFORCEMENT ' ``�y AND ADMINISTRATION �oeP�r�?steNz�n'�T.t�_ SFOLK C®UIVI,& s(t? AUTY�®R��� 06/16/2020 4060 Sunrise Highway,Oakdale, New York 11769-0901 Suffolk County Department of Health 360 Yaphank Ave, Suite 2C ` Yaphank, NY 11980 JUN 3 0 2020 To Whom It May Concern: This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 170 HOMESTEAD WAY GREENPORT NY 11944 A water meter was installed on 01/24/2020. Very truly yours, Lisa Cetta Manager-New Construction I TITLE NO: F15-7404-97185-SUFF District: 1000 Section: 040.00 Block: 02.00 Lot: 017.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC certifies that the above- captioned property has been in single and separate ownership by Long Island One Real Estate Inc. and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability, under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: February 24, 2015 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this SANDRA J d OLESKI 24"' day of February, 2015 Notary Public JUNE SCAT Notary Public,State of Now York NO.09 SV,7613043 Qualified in folk County Tenn E3tpires may 31,20_x/ 1 e - TITLE NO. F15-7404-97185-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: S CTM: 1000-040.00-02.00-017.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to April 1, 1957. SUBJECT PREMISES: 1000-040.00-02.00-017.000 H.J.S. Land&Development Corp. Liber 7096 page 574 TO Dated: 01/26/72 Charles L. Lellman and G. Pauline Lellman, his wife Recorded: 01/31/72 G. Pauline Lellman, surviving tenant by the entirety of Liber 9467 page 494 Charles L. Lellman Dated: 11/29/83 TO Recorded: 12/01/83 William Pappas William Pappas Liber 9926 page 487 TO Dated: 10/04/85 Mike Athanasiadis and Cathy Athanasiadis, his wife Recorded: 12/09/85 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC n BY: SANDRA J. GOLESKI Sworn to before me this 24"' day of February, 2015 Notary Public JUNE SCOTT ® ry PublicStats No.0IS "193®3�Y ®sk Qualified In Suffolk COunty Tom Xplras May 31,20-1.,1. 2 General L. Rains, as County Treasurer of Suffolk County Liber 11230 page 177 TO Dated: 03/05/91 County of Suffolk Recorded: 03/11/91 *assessed to Mike Athanasiadis,his wife. County of Suffolk Liber 12168 page 111 TO Dated: 01/15/02 William F. Tintle, Jr. and Carrie Tintle, his wife Recorded: 02/07/02 Carrie Tintle, surviving tenant by the entirety Liber 12686 page 509 TO Dated: 02/17/12 Long Island One Real Estate Inc. Recorded: 03/01/12 LAST DEED OF RECORD PREMISES NORTH: 1000-040.00-02.00-012.000 011ian E. Gildersleeve Liber 6837 page 249 TO Dated: 11/10/70 Edgar O. Gildersleeve Recorded: 11/10/70 Joyce Orrigo and Bert E. Gildersleeve, as Executor of Liber 11675 page 622 Edgar O. Gildersleeve, deceased Dated: 03/31/94 TO Recorded: 05/06/94 Joyce Orrigo LAST DEED OF RECORD PREMISES EAST: 1000-040.00-02.00-018.000 Frank Sturm Liber 7400 page 330 TO Dated: 05/17/73 Ann E. Marie Tucker Recorded: 05/19/73 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC BY: SANDR J. GOLESKI Sworn to before me this 24th day of February, 2015 Notary Public JUNE SCOTT Notary Public,State Of New York No.01 SC4793043 Qual°sfled in Suffolk County 3 Tern E9tpires May 31, ® Ann E. Marie Tucker Liber 8450 page 156 TO Dated: 12/31/77 Mary Louise Coyle and Muriel Manson, tenants in common Recorded: 06/23/78 Mary Louise Coyle and Muriel Manson Liber 9946 page 96 TO Dated: 12/16/85 Emmanouel Leodis and Despina Leodis, his wife Recorded: 12/30/85 Emmanouel Leodis and Despina Leodis,his wife Liber 10222 page 97 TO Dated: 10/17/86 Angelo Vasilatos and Soula Vasilatos, his wife Recorded: 01/15/87 Angelo Vasilatos and Soula Vasilatos, his wife Liber 12366 page 29 TO Dated: 12/31/04 Yemos C. Georgiou Recorded: 01/13/05 LAST DEED OF RECORD PREMISES SOUTH: HOMESTEAD WAY PREMISES WEST: WESTWOOD LANE FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC BY: SANDRA.J. GOLESKI Sworn to before me this 24"'day of February, 2015 Notary Public JUNE SCOTT Notts Public,state of New York NO.OISC4793043 Qualified in Suffolk County TOM FJtplms May$1,20 /j 4 !� Survey for: G i Vb\�c BRYAN VILLANTI \ 0.860' a. Lot 89, "Eastern Shores, Section 2" N. At / Greenport Town of E L����$ Southold NSuffolk County, New York Q S.C.T.M.: 1000-040.00-02.00-017.000 30 0 30 7 I I I I �Q \ VO, lh SCALE:1"=30' N69 QZ \\, ow\ ,-61 g� o �vO CID PSpNo M `�� ,'� �\ ��n N NOTES: cr) 1. AREA = 20,250 S.F. CID o �� �� n 2. ■ = MONUMENT FOUND, • = PIPE FOUND.µop°5E \ �= STAKE SET. Py\ �� 30°SFS r,\cP r,tioDa�P� �` ?3 gR°MSS P�oP0 K 7 3. SUBDIVISION MAP "EASTERN SHORES, SECTION 2" l o PR°po\\o FILED IN= E COUNTY ON AUG. 10,CE 0CLERKF THE LK 1965 AS FILE N0, 4426. 4. ELEVATIONS SHOWN HEREON ARE REFERENCED TO APPROXIMATE N.A.V. DATUM (1988). N ///,,ego I/ .>\° ��^ `°�� �' Ci► 0o wPsw c \ �'; \\ O SE L 6p OR\��P 0 FEB, 27, 2015 INDICATED DRAINAGE DATE: JAN, 29, 2013 O \ —l. 2 �o� \ o• JOB NO:2013-041 O i� \\ \� y�wtl$m k �,�� CERTIFIED TO: 0 6 ;, \\ � o \\\ \ Q QQ' BRYAN VILLANTI i TEST HOLE DATA FROM 'HOLE FILED MAP TES EL=15.0 0.0 5 �•r '''��� '� TOP SOIL �/V / & LOAM / / R6PR PCO i 3,0 \ / / e "O l�E��vA \ cP i DAVID H. FOX, L.S. P.C. N.YS.L.S. #50234 \ \ FOX LAND SURVEYING / / \ 64 SUNSET AVENUE V-� \gA WESTHAMPTON BEACH, N.Y. 11978 SAND & 6\ �Qtet� \ (631) 288-0022 GRAVEL W IPub�lc \�,^p� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY loge IS A VIOLATON OFSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY I.IAP NOT BEARING _ G•W DRAINAGE CALCULATIONS: HALLANOTSBRCONSIDERED DTBELA VALIID TRUE COPY EL=1 0 ———— 14.0 - \ 842 S.F. x 0,167 x 1.0 = 141 C.F. CERT FICATON INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS �v 000111L) \ 1141 C.F. / 42.24 C.F, = 3.3 V.F. ANDBEHALENDNLF TO G HE INSTTUTOOMPSTED HEREONGOVERNMENTAL E ANDLENCY THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICTOATIONS USE (2) 8'0 x 2' DEEP LEACHING POOLS ARE NOT TRANSFERABLE TO ADDITONAL INSTTUTONS OR SUBSEQUENT OWNERS DWG: 2013-041 i I ` 1 SUFFOLK CO,-1S�6�`$$�3'E]DEPA II I r�/rIENT of H;;9EAia1: SE"sRViCaES i�rl:im For,)APPROVAL AL Z.a+: C"ONS 5 RUMI lom Fofl A I r � }, Survey for: j..'IGx E F- :mi=.Y REs1DEizC.E ON-Y g BRYAN VILLANTI 5 2019 i JUN 0 o ti�X *IP iS ! H.S, «n. = .�lo-14®d®4� \ e\\��9 0. Lot 89, Eastern Shores, Section 2 At N FoR Aximu,s1 of E . cm �s / 0 MlGreenport EXPIRES THPZE YEAR",ROM DATE OFAPP . � � � Town of �Q _ Southold \"O ! Suffolk County, New York C-) NO O � • S.C.T.M.: 1000-040.00-02.00-017.000 - T � 30 0 30 VOIL 0 NOTES: 1. AREA = 20,250 S.F. I GP \ ��'o V CD •\ Z �`� � Eo \ n� 2. ■ = MONUMENT FOUND, • = PIPE FOUND. NO FSw4P' \\\�7��jPRoo sE slog �\ Ea p= STAKE SET. 9\ ,GOS �;cQ r p00�p� ; l O�oRoo� \ R���K 3. SUBDIVISION MAP "EASTERN SHORES, SECTION 2" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK �+ � / COUNTY ON AUG. 10, 1965 AS FILE NO. 4426. L� \7�� s 4. ELEVATIONS SHOWN HEREON ARE REFERENCED TO APPROXIMATE N.A.V. DATUM (1988). / \ ow \ \� �5 • •R SRN //� No+ MAY 09, 2019 REMOVED PROPOSED WELL NOV. 01, 2018 STAKE FOR CONSTRUCTION O AUG. 05, 2015 STAKE FOR CONSTRUCTION \ ,,, ,� •� AUG. 04, 2015 AMENDED CERTIFICATION FEB. 27, 2015 INDICATED DRAINAGE ?RLdl �O / `\\ DATE: JAN. 29, 2013 JOB NO:2013-041 \ �� ♦ \ 13• rLPI \ 9 A �/' \\ �Jgw��e� \\ CERTIFIED TO: 2 Q E-� / \-� ` / \ �O BRYAN VILLANTI o Q \ `\ 15�' FIDELITY NATIONAL TITLE INSURNANCE 10 \\ r COMPANY \ a� F N E \ / / , O CO TEST HOLE DATA Z \ 0• ,�O EOG j j/'/ ' Y� ' FROM FILED MAP \14 �\-�15� 569� TEST HOLE #2 EL=15.0 0.0 \ / /wP(6R ✓ U � 3'- _ s / fy• TOP SOIL ,ipRO� _ & LOAM \ / / O� I �O� FzEpR \N � cP \ DAVID H. FOX, LS. P.C. N.Y.S.L.S. #50234 3.0 \ / / \AOO l` '� `_"/ FOX LAND SURVEYING 64 SUNSET AVENUE ESTHAMPTON BEACH, N.Y. 11978 SAND & ✓E`'15O `G{l ♦ —� �p (631) 288-0022 GRAVEL ppb\O wu \ V• ALTERATION OR ADDITION TO THIS SURVEY �OY,p\Cn9�I , � Q VIOLATION OFSECTION 7209 OF THE NEW YORK STATE {� EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING ' THE LANDS URVEYOR'S INKED SEAL OR EMBOSSED SEAL G W 140 DRAINAGE CALCULATIONS: GO`�� SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY . EL=1.0 \ CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE \ , 842 S.F. x 0.167 x 1.0 = 141 C.F. C,� �Q` PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS ntil \ f 1 41 C.F. / 42.24 C.F. = 3.3 V.F. 0 BEHALF THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE A OF THE <voco USE (2) 8'0 x 2' DEEP LEACHING P00 AREIGNOT STRANSFERABLDEING TOINSTITUTION ADDITIONAL NSTITUTIONSNS OR SUBSEQUENT OWNERS DWG: 2013-041 lUFFOL@C 0U9 " Y P .j-. E i r MEAL11 9M17ra PERfi9i� Fc� ��� � � CONS IR C—TION FORA _ _ Survey for: g1 a?NGir C ozeTl BRYAN VILLANTI �o \ � �. Lot 89, "Eastern Shores, Section 2" <O�e\C�o9 DATE At OF —BEDROOMS N A � c'rE top 0 Greenport s�t1��iJ��li�3 t _ /' W E Town of EXPIRES THREE YEARq F�1V1A D I E OFAPP �VA63 Southold C) F\ Suffolk County, New York s to NO, 01 S.C.T.M.: 1000-040.00-02.00-017.000 30 0 30 EITLres (p 1- ag Z 90 \_o Go�tNOTES: lv N 1. AREA = 20,250 S.F. \ 01 2. ■ = MONUMENT FOUND, • = PIPE FOUND. STAKE SET. 2 \ \ 3. SUBDIVISION MAP "EASTERN SHORES, SECTION 2" p FILED IN THE OFFICE OF THE CLERK OF SUFFOLK \\\�j� � 6�5 COUNTY ON AUG. 10, 1965 AS FILE NO. 4426. 4. ELEVATIONS SHOWN HEREON ARE REFERENCED —AV,,'� TO APPROXIMATE N.A.V. DATUM (1988). \ 2� cP \ JUL. 24, 2019 RESTAKE FOR CONSTRUCTION v+�P\ st PRopos�� tea\ ��\ MAY 09, 2019 REMOVED PROPOSED WELL GP \\ N°V MSS \ SES (r NOV. 01, 2018 STAKE FOR CONSTRUCTION gEDRpO ; pR oEoK0 AUG. 05, 2015 STAKE FOR CONSTRUCTION 0.I I -t -� t sr? AUG. 04, 2015 AMENDED CERTIFICATION l�M1�• FEB. 27, 2015 INDICATED DRAINAGE T �_ L DATE: JAN. 29, 2013 Fp)' i ; \� �,�% $9 JOB NO:2013-041 AUG 2 2 2019 \ o `� X505•SERI\�E ��'��! E��\ � 7pguj�� CERTIFIED TO: 0'� .o p wP �' �( i \ �jO � BRYAN VILLANTI ny >r \ PREp�R ,� FIDELITY NATIONAL TITLE INSURNANCE S 1 _• ' � _ J \ oQo \ �a,l ' t� COMPANY � �P OP�\D H FD \ a� �� 1 i o CSI \ / OLLjj TEST HOLE DATA -44 TEST FROM FILED MAP �\ b�15a cJ69 TEST HOLE #2 ®� \ E i _,,,-� --�, EL=15 0 0.0 - / / \O IF _ SQ 2 TOP SOIL \ O e\\�o9)R pFzO� _/ A N I-, S & LOAM \ / ®� �r\REP �� P\ DAVID H. FOX, L.S.`P.C. 07` .L.S. #50234 3.0 \ ' \ < `�,� FOX LAND SURVEYING 64 AVNUE / f \ WESTHAMPTON SUNSET B ACHE N.Y. 11978 SAND & vE\ 0 �te<1 \ (631) 288-0022 GRAVEL W IP�b\�c UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING DRAINAGE CALCULATIONS: THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL G W SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY EL=1.0 — 14.0 \ 842 S.F. x 0.167 x 1.0 = 141 C.F. CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE \ PERSION FOR WHOM THE SURVEY IS PREPARED AND ON HIS 141 C.F. / 42.24 C.F. = 3.3 V.F. BEHALF DI THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE Jo I USE (2) 8'6 x 2' DEEP LEACHING POOLS ASSIGNEES A THE LENDING INSTITUTIONLONA CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS DWG: 2013-041 I 1-70 (� -7 - Survey for: i% p 3 BRYAN VILLANTI s g1 Lot 89, "Eastern Shores, Section 2" 019 ii o'� 6 2o a � At ot? o \ Gre enp ort Town of Southold Suffolk County, New York W E (� 00 Q �O 1 S.C.T.M.: 1000-040.00-02.00-017.000 S NQ O 30 0 30 1. cs0 SCALE:1"=30' NOTES: 69.O,L�O \\\ dot 90 Z9 0 12. AREA. MONUMENT FOUND, • = PIPE FOUND. \ N \\� \_0 % 3. 3. SUBDIVISION MAP "EASTERN SHORES, SECTION 2" � N FILED IN THE OFFICE OF THE CLERK OF SUFFOLK �\ �\ COUNTY ON AUG. 10, 1965 AS FILE NO. 4426. \ 4. ELEVATIONS SHOWN HEREON ARE REFERENCED 2 \\ TO APPROXIMATE N.A.V. DATUM (1988). '4 SEP. 05, 2019 FOUNDATION LOCATION Z0, •O �� JUL. 24, 2019 RESTAKE FOR CONSTRUCTION //, MAY 09, 2019 REMOVED PROPOSED WELL Tb NOV. 01, 2018 STAKE FOR CONSTRUCTION AUG. 05, 2015 STAKE R AUG. 04, 2015 AMENDED CERTIFICCONSTRUCTION CERTIFICATION FEB. 27, 2015 INDICATED DRAINAGE 55 a E�vN •� DATE: JAN. 29, 2013 O JOB NO:2013-041 CERTIFIED TO: i BRYAN VILLANTI _ O \ FIDELITY NATIOIJ�ALNTI- E&dNSURNANCE O \\\ COMPANY O1�0 00 AP O \D H. FOS o � '0 �C-j \ i P 00. „\0"W �pGE OF P ` �S 5023 QJ Z 5692 V A'` CAND S� DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234 O CFOLAND SURVEYING O �/ i ET WESTHAMPTON S EACH, N.Y. 11978 (631) 288-0022 - II UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY it IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL j SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HI'_' BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY l AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS I ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS I DWG: 2013-041 P 11 VO Survey for: -7 BRYAN VILLANTI \_o� g1 D Lot 89, "Eastern Shores, Section 2" -r- o \ a Creenport N. Town of 5 Southold JUN 3 Q 2020 gg o oo, o Suffolk County, New York S.C.T.M.: 1000-040.00-02.00-017.000 3 NQ 0 30 0• 30 SCALE:1"=30' \ CO NOTES: Q" \\ \-Ok 89 Z _ N69 \\\ 90 0 2. AREA MONUMENT FOUND, • = PIPE FOUND. \ L0 3. SUBDIVISION MAP "EASTERN SHORES, SECTION 2" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON AUG. 10, 1965 AS FILE NO. 4426. 5 JUN. 10, 2020 FINAL SURVEY �^ \ SEP. 05, 2019 FOUNDATION LOCATION JUL. 24, 2019 RESTAKE FOR CONSTRUCTION MAY 09, 2019 REMOVED PROPOSED WELL NOV. 01, 2018 STAKE FOR CONSTRUCTION AUG. 05, 2015 STAKE FOR CONSTRUCTION o 552 st 55 R� \\ 5 � � AUG. 04, 2015 AMENDED CERTIFICATION FEB. 27, 2015 INDICATED DRAINAGE V o No�SE 'p DATE: JAN. 29, 2013 w \ 0. p JOB N0:2013-041 -3-9.02 zT � CERTIFIED T0: pROKG P BRYAN VILLANTI \ jPN FIDELITY NATIONAL TITLE INSURNANCE \� COMPANY X50 00 \D H F0 -f-�0 \ IF- 0 Q �, \ 6g X21 EGS ` v4 \ `� -� 5023N •�.�. DAVID H. FO'X',"LiS�.,;,�.nCl\a'N:Y.'S.L.S. #50234 �G FOX LAND SURVEYING ® V 64 SUNSET AVENUE WESTHAMPTON BEACH, N.Y. 11978 (631) 288-0022 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON , AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS DWG: 2013-041 Survey for: BRYAN VILLANTI g� L �9, 'Eastern Shores, Section 2" z Lei JUL 1 4 2020 At Greenport \ BUILDING DT• Town of IT'—; { - ®LD Southold E o� as 150 op o Suffolk County, New York0411 o S.C.T.M.: 1000-040.00-02.0�g7 600'® 4 � S Np - 310 0 A�os1?,,- \ cS SCALE:1"=30' NOTES: N69 \\\ L° go 0 12. AREA= MONUMENT •FOUND, • = PIPE FOUND. ` L° _r-13. SUBDIVISION MAP "EASTERN SHORES, SECTION 2" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK Un COUNTY ON AUG. 10, 1965 AS FILE NO. 4426. C, �� \� JUN. 10, 2020 FINAL SURVEY SEP. 05, 2019 FOUNDATION LOCATION JUL. 24, 2019 RESTAKE FOR CONSTRUCTION Uo STON /����\ \ MAY 09, 2019 REMOVED PROPOSED WELL t3 LL Z e \ \ NOV. 01, 2018 STAKE FOR CONSTRUCTION AUG. 05, 2015 STAKE FOR CONSTRUCTION 552 �0 nyeZOR� ` 5 AUG. 04, 2015 AMENDED CERTIFICATION 2 RpME `\ 6� i j FEB. 27, 2015 INDICATED DRAINAGE \AO \ •p DATE: JAN. 29, 2013 ?90. \ 0' JOB NO:2013-041 39 0 2 CERTIFIED T0: 001 caw 'm BRYAN VILLANTI ® � FIDELITY NATIONAL TITLE INSURNANCE ® \\ > e're "® COMPANY p0 c� Qow 15 ® ca to LL 569 V 3 �x s 5023 40 1 A Kin ._; DAVID H. FOX, L.S'^F:G "�N Y S.L.S. #50234 `'} ® 'FOX LAND SURVEYING ®�✓ c Q�u2 64 SUNSET AVENUE N => > m WESTHAMPTON BEACH, N.Y. 11978 0 � a � e�ter (631) 288-0022 � UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 3.J IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE i.Y„ EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING RRttii��(( THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL t 4y SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON , AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS DWG: 2013-041 .s�".• �+ "" r`"�a H.y r.„ . ..#`3#.. � ..�.�. ; � 3 ,. .�.a:F_.. f,�.t r 1,.. 3Ar•t a:}'fid .§ :.x �i4�3;�,.e�"":+�+�'�i!_R�'` ''.3 �.�► ..#L� „ ""� �d � .«�3�« $° <t :f�# s3i�$��`3.ix �' �}--ts�a,;#a .�c.y� ,�+ •f i.�3€a �s�s� }� ,.. ..fit ��it.�� �it9-�. .� ?}i t;as �pi3 �, . . .s �tfe }.3 ��s� #a �;+�. a�a� �l��,yi�d .}`. •+ex�<e,x=. w. R}�. -�# .'x., �4 i!•„a�. x} �RK 3 -i3 �S} � «. � - �^u# 170 homesteftad w 5 � 11944? 31 ? E. + Greenport, MY Builder: Bryan 3"� }� TH1S HfJME i� CERTIFIED Tt3 MEET THE 90 ' 21.8 INTERNATIC)I�AL ENERGI( CC3NSERVATI�DN D�DE �`� F�`� Buildin Features r Ceiling Attic, RR-6.0 Above Grade Walls R-19 Duct Leakage to Outside Untested (Exempt) ' Foundation Walls R-11 Total Duct Leakage Untested Framed Floor R-20 Heating Radiant Floor Hydronic-Natural Gas-95 AFUE JSlab R400f rimeter, R- Cooling Air Conditioner- Electric- 14 SEER "maxlf, ' ! • # sFactor �. As a 3ra Nrty extension of the code jurisdiction Litflizing these reports I(%rtify that this energy�ode compliance document has Wen created in accordance w&the requirements of Chapter 4 of the adopted iritem�jbort!al Energy Conservabon Code based on cifmate zone 4 if rahria is projected,I cen6,wat the bufldmg design described nereip r--tonsment with the aSHGC: 0.31 twaing plans,specifications,and w.ner calculations fConfirmed, address referenced abovei and 4 nat the mandatory piovisions ot the jEcc have been installed to meet or exceed the intent of the IECC or will be verified as such by another party x£ d : „rt» 'Organization' USA Energy Testing Digitally signed: 7/6/20 at 12:42 PMti . H' Ekotrope R. Version2018 IECC compliance results calculated ustrig Ekobope RATER*s ener%and code compliance algorithm « gym ::b.. ata entered by Ekotrope users Ekotrope RATER is a RESNET Accredited HERS Rating Tool All results are,based on& Ekatropee disclaims all flabifily for the information shmvn on this report tai ,,.wt"k '1"'..♦ f a`F. Yi C+ ;. `t "`e'„.{ ? rk t....: 4 '.s' a •� �' S�^ ° .a ,.•::\` ix. .. � 3 � A"�`�.x� r 1 ��� 3 ` S�y4.a xfiS t x.. x'..� i �p°..# +x .a..• «. v .. _. ,?, •,,�..„.„ ,+;._ .g;V s ++f �:R.' 3.� :`. :, rViz•# ,;M<� �t'� ::.ftt R9:, st 1J3�.� � . •sa. .,„*r .., a. .Y t. 3 �r ��.ra � #Y: � �,:fie t_ .# 3 sem, �.�, . r $ ..�_t .'.�'.��. 3.� .. ., _.A>..�.. .. �_. �. <����•�§t a:�.'t^x��.�w �• �_.>$�a ��,�, �#.#^3 i. +5��,. . � ""�'". . �._ f :x,,,.. z .D�3i ,..; .' -".,�:, r, a.. .�#}... $. .`'x d i,a• r'+ a: �'„v„'-., c P d ^*. }-5ag.rr ,,,a•$ d-'�,r�d s i f . w,x' $a .:'�atv�` ` �...•i�'i '�[,.;e.:...�.w, ,..*�*� •,�+��: ��wk�s s.,�« es�e�.rtra%;�� '--�`a.�r+-=«,,.. ..� �M` "3„;...,' .�"'wS'3 PFS•TECO PFS Corporation d/b/a PFSTECO An Employee-Owned Company Michael Hatcher February 28,2019 Westchester Modular Homes,Inc. 30,Reagans Mill Road Wingdale,New York 12594 Re: Westchester Modular Homes,Inc.,Wingdale,NY NYSDOS Systems Approval No. M0659-2010-118,Extension#13 -.Submittal: 18173 Spec home Residence at 170 Homestead Way in Greenport,NY in Suffolk County Dear Mr. Hatcher, Enclosed please find one (1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has completed a review only of the enclosed documents and found them to be within the approved systems documents on file with New York Department of State Codes Division and comply with the Uniform Fire Prevention and Building Code which incorporates the 2015 International Residential Code as modified by New York State, 2017 Uniform Code Supplement and 2014 National Electrical Code. The review provided by PFS Corporation is to verify compliance within the approved systems documents only. The Design Professional of Record is responsible for the accuracy and compliance of the attached plans. To the best of our knowledge,these plans have been found to be within compliance with the State of New York Rules and Regulations, Department of State, Title 19 (NYCRR), Chapter XXXII Division of Code Enforcement and Administration, Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy for your records, review and approval. Should you have any question, please feel free to call this office at any time. D r Digitally signed by 14 D. ,�> D.Renee Moist Sincerely, ;;{ DN:cn=D.Renee D. Renee Moist ;'"Moist,o,ou=PFS, Staff Plan Reviewer Renee:{ email=renee.moist@ Renee.moistgpfsteco.com „- ,..-=pfsteco com,C=US Northeast Regional Office �y Date:2019.02.28 O'$Cr 15:22:38-05'00' Enc: As stated above. Cc: PFS—File copy Donald Thomas, Jr., AIA(DOS) 570784.8396 • 1115 Old Berwick Rd. • Bloomsburg,PA 17615 T E C TESTED WWW.PFSTECO.COM MARKS YOU CAN BUILD ON# A STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M.CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO WWW DOS.NY GOV SECRETARY OF STATE February 28, 2019 Mr. Michael Hatcher Westchester Modular Homes, Inc. 30 Reagans Mill Road Wingdale,NY 12594 RE: M0659-2010-118 System Approval Extension #13 Dear Mr. Hatcher: This letter is to inform the code enforcement official that the New York State Department of State (DOS) has granted the extension of the expiration date to allow the construction of Factory Manufactured Detached One- and Two-Family Dwellings and Townhouse System of Models under approval designated M0659-2010-118. The Manufacturer shall be responsible for assuring that homes or components bearing insignias issued during the extension period comply with the requirements of 2016 Uniform Fire Prevention and Building Code which incorporates by reference the New York State 2017 Uniform Code Supplement and the 2015 International Residential Code. This extension will expire on March 29, 2019 unless sooner revoked or replaced by full approval of the System renewal M0659-2016-073 currently under review for compliance with the New York State 2017 Uniform Code Supplement and the 2015 International Residential Code. A copy of this letter shall accompany plans and specifications submitted for a building permit and deemed a duplicate original. I am hopeful that you will find this extension of assistance. Sincerely, John Addario, PE-Director Division of Building Standards and Codes cc: Don Thomas Jr., AIA Harold Raup and Renee Moist, PFS Corp. File: WMH Ext 2017=13.doc NEWYORK Department STATE OF OPPORTUNITY. of State r 1 • STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE CESAR A PERALES GOVERNOR _ ALBANY, NY 12231-0001 SECRETARY OF STATE December 23, 2014 Mr Michael Hatcher Engineering Manager Westchester Modular Homes, Inc. 30 Reagans Mill Road Wingdale, NY 12594 RE: System number: M0659-2010-118 (Renewal/replacement number for previously approved system of models M0659-2002-058) In reference to your written application for approval received'December 20, 2010 with additional information received on December 22, 2014, to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses)System of Models designated as M0659-2010-118 is hereby approved to allow such construction in compliance with the Residential Code of New York State 2010 (RCNYS). This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until December 24, 2016 unless sooner revoked, and'is subject to renewal at that time. The conditions of this Systems Approval also include the following: Manufacturers Name: Westchester Modular Homes, Inc Reagans MITI Road Wingdale, NY 12594 Maximum Ground Snow Zone: 85 PSF Seismic Design Category: A, B, C, D0, D1 or D2 (Per 2010 RCNYS Section R602 10 Wall Bracing) Basic Wind Speed: 120 MPH (3 Sec. Gust) Exposure Category- A, B, or C Additional Conditions. See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and"Non-Hurricane Prone Regions." 1 The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location, production serial number, and approval number. 2. The Division will periodically request permit plan sets be submitted for individual review. Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan,set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State The design professional must also provide a statement on the cover sheet of the permit plan set that.certifies the plans have been developed from the original systems set of plans and specifications. Additionally;the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on December 23, 2094 under systems number M0659-2010-118." 3. All trusses designed for use in Modular Buildings shall meet the requirements of the RCNYS 2010 and the design methodology associated with the ASCE 7-05 design standard. WWW DOS NY GOV E-MAIL INFO@DOS NY GOV Individual permit plan sets shall provide the following information: Cover Sheet which provides information on. • The project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load, seismic design category,wind speed, live loads, dead loads,flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the Residential Code of New York State 2010 or the Energy Conservation Construction Code of New York State 2010 Edition. • The Occupancy Classification • Applicable general notes • Index of drawings • Manufacturer's title block • Verify the intended foundation type and height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System • Additionally, you must verify the location of the building on the lot according to the 2010 RCNYS Section R302 "Exterior Wall Location". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1 "Exterior Walls". Foundation Plan (informational only) showing • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt location and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure First and Second Floor Plans showing* • Location of the"insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and egress window locations • Location and amounts of wall bracing based on Table R602.10 1 and length requirements based on Table R602.10.5, including the requirements specified in Section R602.11 for Seismic Design Categories"D0, D1 &D2" • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Materials used in roof and wall assemblies • Insulation types, sizes and "R"values • Field completed insulation assemblies Building integration details(module connections) • Location of required fire blocking • Roof'truss bracing and structural connections (uplift, lateral, etc.) • , Applicable project specific notes Building Elevations showing • Floor to floor wall heights • Building mean roof height(MRH) • Siding materials • Finished grade line • A statement concerning code required field completed items (stairs, landings, handrails, lighting, etc.) • Applicable project specific notes Electrical Plans showing • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing• • Drain, waste and venting layout including all pipe sizes • Potable water supply piping ® HVAC equipment and duct sizing information • Heat loss calculations upon request Miscellaneous Plans and Details showing: • Non-typical details and design calculations for(prow roof, dormer framing, cantilever beams,wind columns,thrust beams, etc) • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Summary of references to system for selection of structural members • REScheck energy compliance reports • Window and Door Schedules providing manufacturers'information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. Enclosed with this letter are the approved plans and Notice of Approval. The Notice of Approval letter shall accompany all plans and specifications submitted as part of a permit application. This approval is subject to the condition that all construction is to be in conformance with the Residential Code of New York State 2010 - Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5.The Insignia of Approval Order form is available at: http://www.dos.nv.gov/DCEkodf/InsigniaofApprovalOrderFormDOS 1962.pdf Please Note: Use this new assigned System Approval Number M0669-2010-118 when ordering insignias. Sincerely, Ronald Piester,AIA- Director Division of Building Standards and Codes Enclosures: Notice of Approval cc: Richard Wenner, P.E., PFS Corporation, 2877 Skatetown Rd. Bloomsburg, PA 17815 File: M0659-2010-118 a REScheck Software Version 4.0®5 Compliance Certificate Project 18173 Energy Code: 2015 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,585 ft2 Glazing Area 6% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 170 HOMESTEAD WAY SPEC EDWARD ANDREWS GREENPORT, NY 11944 LONG ISLAND ONE REAL ESTATE WESTCHESTER MODULAR HOMES INC. INC. 37 RANDALL ROAD 30 REAGANS MILL RD WADING RIVER„ NY 11792 WINGDALE, NY 12594 Compliance. 5.3%Better Than Code Maximum UA- 227 Your UA. 215 Maximum SHGC 0.40 Your SHGC 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Perimeter Ceiling 1: Raised or Energy Truss 805 38.0 0.0 0.025 20 Wall 1• Wood Frame, 16" o.c. 1,917 21.0 0.0 0.057 100 Window 1,Wood Frame:Double Pane with Low-E 125 0.300 38 SHGC: 0.31 Door 1: Solid ' 20 0.280 6 Door 2: Solid 20 0.280 _6 PRIMETER:Wood Frame, 16" o.c. 88 12.0 0.0 0.085 7 Floor 1•All-Wood J oist/Truss:Over Unconditioned Space 780 - 19.0 0.0 0.047 37 CANTILEVER.All-Wood Joist/Truss:Over Unconditioned Space 17 19.0 0.0 0.047 1 Compliance Statement: The proposed'building design described here is consistent with :4u#dip plans, specifications, and other calculations submitted with the permit application.The proposed building has been Dedtoam;et-the 2015 IECC requirements In REScheck Version 4.6.5 and to comply with the mandatory requirements listed irk, etFch�c'klr ¢eclrpn�Checklist. Edward Andrews �alcrxz� c� r '� Rig` 2/22/19 Name-Title Signature 1' tier j%"_-' rr, ,ArA p a� Date it r Project Title: 18173 `„✓.� :'_ Report date: 02/22/19 Data filename: M:\Check\18173.rck Page 1 of 9 CREScheck Software Version 4.6.5 �(J Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column.is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 'Section #' !Prerlynspectiori PI"an'Review P,lans'Verifiedl =Field'Ve'rified / Value Valu Complies? `Coanmer►ts/Assumption's.' Li q 103.1, 'Construction drawings and ❑Complies 103.2 ;documentation demonstrate [PR1)1 energy code compliance for the t '= ';.; ❑Does Not _ ti•, V ;building envelope.Thermal ';` ' '-'t .` ❑Not Observable envelope represented on r.r "'' ❑Not Applicable construction documents. n 103.1, :Construction drawings and ❑Complies 103.2, 'documentation demonstrate - - = 'b' : -~^_s ❑Does Not 403.7 energy code compliance for .r `j [PR311 lighting and mechanical systems. ' '' :•;_•`'j❑Not Observable J !Systems serving multiple :+xi•; - ;_s-.r'' °, �:.r. ❑Not Applicable dwelling units must demonstrate > ' ;compliance with the IECC 7 ;;; =,` ( Commercial Provisions, 302.1`, Heating and cooling equipment is, Heating: Heating: ❑Complies 403.7. :sized per ACCA Manual S based Btu/hr Btu/hr :F-]Does Not [P„R2Jz,_ on loads calculated per ACCA Cooling: Cooling. Manual ❑Not Observable J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2,-,l Medium Impact(Tier 2) -3: Low Impact(Tier 3) Project Title: 18173 Report date: 02/22/19 Data filename: M:\Check\18173.rck Page 2 of 9 Section = ` # foundation Inspection Complies? ;- Conim6hts/Assumpti®ns &Req.ID 303.2.1 A protective covering is installed to ❑Complies [F011]? protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in, below ❑Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [17012]? installed. �❑Does Not ;❑Not Observable f ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 18173 Report date: 02/22/19 Data filename: M:\Check\18173.rck Page 3 of 9 ~ � lit . ..... Va 402.1.1, Door U-factor. U_ U_ LIComplies ;See the Envelope Assemblies 402.3.4 :table for values DDoes Not E]Not Observable �E]Not Applicable 402.1.1, :Glazing U-factor(area-weighted U_ U_ flComplies See the Envelope Assemblies 402.3.1, average). TIDoes Not table for values 402.3.3, IE]Not Observable 402.5 303.1.3 U-factors of fenestration products [FR411 are determined in accordance with the NFRC test procedure or 'taken from the default table. IE]Not Applicable 402.4.1.1 Air barrier and thermal barrier -4,1EIDoes Not I[:]Not Observable E]Not Applicable 402.4.3 Fenestration that is not site built h-.1, [FR20]1 is listed and labeled as meeting o 19, jE]Not Observable or has infiltration rates per NFRC 'XINot Applicable '400 that do not exceed code 46 2.4.5, IC-rated recessed lighting fixtures'-'�,��,,q' iE]Complies 016]2, sealed at housing/interior finish I Does Not "";'E:1Not Observable and labeled to indicate:s2.0 cfm leakage at 75 Pa. Not Applicable 403.3.1 Supply and return ducts in attics ElComplies [FR12]1 insulated >= R-8 where duct is 7', E]Does Not >= 3 inches in diameter and >= j0Not Observable Q) R-6 where <3 inches.Supply and Applicable return ducts in other portions of 4 ,diameter>=3 inches and R-4.2 for<3 inches in diameter. 403J"S- Building cavities are not used as 'ducts or plenums. [FR151j Does Not �,-IE]Not Observable Applicable 4_0�.4'�," HVAC piping conveying fluids R- i R- :E]Complies [F'R171? above 105!?F or chilled fluids UDoes Not below 55 PF are insulated to �:R- E]Not Observable 3. ;E]Not Applicable 403.4.1 :Protection of insulation on HVAC []Complies [FR2411 piping. ""2-�EID,es Not -]Not Observable --,.,'IE_1Not Applicable Hot water pipes are insulated to R- R- ;E]Complies tlNot Observable :E]Not Applicable El Automatic or gravity dampers are ;5 Complies E]Does Not installed on all outdoor air intakes and exhausts. IEINot Observable E]Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 18173 Report date: 02/22/19 Datafi|ename: MACheck\18173.rck Page 4of 9 r Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 18173 Report date: 02/22/19 Data filename: M:\Check\18173.rck Page 5 of 9 Stiction' '-Ins -C antsifkssurni)tions�', ye, Value offifnL keq.111D, 3,03:1; All installed insulation is labeled ElComplies [IN13]z or the installed R-values ODoes Not provided. -]Not Observable E]Not Applicable 402.1.1, 'Floor insulation R-value. R- R- flComplies See the Envelope Assemblies 402.2.6 EJ Wood F] Wood UDoes Not table for values. [IN1]1 EJ Steel E] Steel EINot Observable UNot Applicable 303.2, :Floor insulation installed per C-lComplies 402.2.7 manufacturer's instructions and Does Not [IN2]1 in substantial contact with the E]Not Observable underside of the'subfloor,or floor ,framing cavity insulation is in E]Not Applicable contact with the top side of ......I sheathing, or continuous ,insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value.If this is a, R- R- ElComplies See the Envelope Assemblies 402.2.5, 'mass wall with at least 1/2 of the ❑ Wood F-1 Wood ElDoes Not table for values. 402.2.6 wall insulation on the wall E] mass E] Mass [IN3]1 exterior,the exterior insulation [:]Not Observable requirement applies(FR10). L] Steel E] Steel :E]Not Applicable 303.2 Wall insulation is installed per E]Com plies [IN4]1 manufacturer's instructions. FIDoes Not E1Not Observable --,'-E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier i) �Medii u'm Impact(Tier 2) Low impact(Tier 3) Project Title: 18173 Report date: 02/22/19 Data filename: M:\Check\18173.rck Page 6 of 9 Section• 1?lans'Verified Field Verified " Fina['Inspection•Pro�isions Value Value ,Complies? CommentsfAssu'mptions. &,Req.[® 402.1.1, 'Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ,❑Not Observable 402.2.6 [FI1]1 ;❑Not Applicable 303.1.1.1,:Ceiling insulation installed per ! = ,' ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ' 300 ft2. ❑Not Observable 1 y ❑Not Applicable '402.2.3. `j Vented attics with air permeable ❑Complies [F122]2 insulation include baffle adjacent ❑Does Not I to soffit and eave vents that (extends over insulation. ^` :'?❑Not Observable j❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >_R-value of the �❑Does Not adjacent assembly. ❑Not Observable ' ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 'determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g• across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated i❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable i❑Not Applicable 403.1.1 Programmable thermostats _ p❑Complies [Fl9]z i installed for control of primary ,❑Does Not ;heating and cooling systems and 'initially set by manufacturer to "?[]Not Observable code specifications. :•I❑Not Applicable 403.1.2 1 Heat pump thermostat installed • ."•❑Comphes [FI10]? Jon heat pumps. ; '' ._f FDoes Not s _]Not Observable J❑Not Applicable 403.5.1 Circulating service hot water - _ UComplies [FI11]z (systems have automatic or ❑Does Not i accessible manual controls. s , i i; ?!❑Not Observable j i❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 18173 Report date: 02/22/19 Data filename: M:\Check\18173.rck Page 7 of 9 ~ ' Project Title: lBI73 Report date: 02/22/19 r section` N .Plans Veeifiied Fie(d Verified #' Final Inspection Provisions, Complies? Comments/Assumptions &Rega®, - - -Value • Value 401:3 Compliance certificate posted, 1-:1. ❑Complies [FI7]2 - {❑Does Not 4' ❑Not Observable ❑Not Applicable 303.3 i Manufacturer manuals for ,' �❑Complies [Fl 1813 i mechanical and water heating ❑Does Not systems have been provided. - ]❑Not Observable ,J❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 18173 Report date: 02/22/19 Data filename: M:\Check\18173.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation" Rating RaValue: Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHQC Window 0.30 0.31 Door 0.28 . Cooling;Eo a Heating System: Cooling System: Water Heater: Name: Date: Comments Job Truss Truss Type Qty PlyEst Chester 212 86292 HMD22602 HINGE MONO 1 1 S-13 -15 Des Universal Forest Products Inc,Grand Rapids,MI 49nc.525,Steve Minahan 8 030 s Oct 2016 MiTek Industries,Ied Jan 11 11 47 33 2017 Page 1 of 1 Copyright 02017 Universal Forest Products,Inc.All Rights Reserved 0-10-12 12-10-0 -�=� - '0 'Zi ;b 7 2 6 5 7.00 9g 1� 11 0 i CYNIC, co Do 3x4 co 3x5= o SMH18D N 2 SMH18E a'Io 1 B1 o 6 10 2x611 3x5= 9 12 8 0 1-10-14 6-0-100 1 4-10-8 0-10-12 - - Plate Offsets Y— r3 D-1-9.0-0-131, 8 0-0-0,0-1-01, 9 0-2-8,0-1-121, 10 0-4-4,0-1-01 SPACING-2-0-0 SPACING-.1-4-0 SPACING-1-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) Plate Grip DOL 1 15 TC 057 Vert(LL) -027 9-10 >560 240 MT20 197/144 TCLL 38 1 TCLL 572 TCLL 762 Lumber DOL 1 15 BC 087 Vert(CT) -057 9-10 >265 180 MT18HS 1971144 (Ground Snow--55 0) (Ground Snow--82 5) (Ground Snow=110 0) Rep Stress Incr YES WB 096 Horz(CT) 001 8 n/a n/a TCDL 100 TCDL 150 TCDL 200 Code IBC2015/TPI2014 Matnx-R Weight 63 he BCLL _ 00 ' BCLL 00' BCLL 00 ' FT=20% BCDL 100 BCDL 15 0 BCDL 200 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2'Except' TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 7-11-15 cc bracing BOT CHORD 2x6 SPF No 2 WEBS 2x4 SPF Stud REACTIONS. (Ib/size) 2=934/0-3-8,8=641/0-3-8,7=-O/Mechanical Max Harz 2=432(LC 12),7=-247(LC 19) Max Uplfft2=-373(LC 12),8=-480(LC 12) Max Grav2=1026(LC 19),8=777(LC 19) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0132,2-3=-15831467,3-4=-9121167,4-11=-833/122,5-11=-572/134,5-6=-464/130,6-7=291/142 BOT CHORD 2.10---77711184,9-10=-777/1184.9-12=-263/359.8-12=-263/359 WEBS 3-10=0/619,3-9=-921/525,5-8=-712/523 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(Ib)/Maximum Moment(Ib-in) 5=712/5231010,6=373/136/143/0 NOTES- 1)Wind ASCE 7-10,Vult=140mph(3-second gust)Vasd=111mph @24m o c,TCDL=3 Opsf,BCDL=3 Opsf,(Alt 171 mph @16m o c,TCDL=4 5psf, BCDL=4 5psf),(AIL 180mph @121n o c,TCDL=6 Opsf,BCDL--6 Opsf),h=30ft,Cat ll,Exp D,enclosed,MWFRS(envelope)gable end zone and GC E-signed by Kevin Freeman Extenor(2)zone,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate grip DOL=1 33 2)TCLL ASCE 7-10,Pg=55 0 psf(ground snow),Ps=38 1 psf(roof snow),Category Il,Exp D,Partially Exp,Ct=1 1 F N E�A� 3)Roof design snow load has been reduced to account for slope ! Q •N Y 4)Unbalanced snow loads have been considered for this design '�` O 5)This truss has been designed for greater of min roof live load of 17 0 psf or 2 00 times flat roof load of 38 1 psf on overhangs non-concurrent P NI- FR�� with other live loads C 6)All plates are MT20 plates unless otherwise indicated 7)See HINGE PLATE DETAILS for plate placement 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation 9)All additional member connections shall be provided by others for forces as indicated 10)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads r cc 11)'This truss has been designed for a live load of 20 Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10 Opsf 12)Provide mechanical connection(by others)of truss to beanng plate capable Of withstanding 373 he uplift at joint 2 and 480 Ib uplift at joint 8 x o 13)This truss is designed in accordance with the 2015 International Building Code section 2305 1 and referenced standard ANSlfrPI 1 14)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into seance 15)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary supports All field-installed members must be property fastened prior to applying any loading to the truss This design anticipates the final set position 'T 16 Revision of HMD22601,changed wind,exposure oFEFSSION The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 1/11/2017 not necessarily the current state building code The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee ® WARNING - Verity design parameters and READ NOTES Universal Forest Products,Inc 2801 EAST BELTLINE RD,NE Truss shall not be cul or modified without approval of the truss design engineer PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted an this drawing Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design Builder responsibilities are defined under TPI1 This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available w UNIVERSAL FOREST PRODUCTS, INC. 1j.bT, ss Customer MFG 86292 HMD22602 WEST CHESTER 212 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code The engineering seal is not an approval to use a design in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee �%%%% ►CON���M ,,lllllffl/t° ��. p•,•......•° , ��\P-�� OF yJq / �H OF Mq9 0�NEW Hq��o CO *. KEVIN W. FREEMAN �' co �� s.el. . kP KEV N W. A _ * ; FR MAN ,¢ _ o F MA N j=am o No. sear. ®i ••.OENgF'�••���`*` i p.���� GISTEE�F" NAL 4NA4 �► �, SSSS�ONAI E °nnium►v►►` � `��UNAL�� lllllll �NWEvO1AVR ���o A�j�.� KEVIN W. FREEMAN ► 14 y _ ,,k�•........•• 0o REGISTERED 0 U PROFESSIONAL �- KEVIN R MAN Z No. 7445 '*�`� N .8024 �Zo U I EN a . C E.�•��,. c � ISTERED •, S,•. ENS �y 00 ESSIONAL ENGINEER '°�..,S�ONA; Corporate Engineering 2801 East Beltline,NE Grand Rapids, MI 49525-9736 (616) 364-6161 Fax (616) 365-0060 ufpi.com -w Job Truss Truss Type Qty Ply West Chester Homes 212 86292 HMD22702 HINGE MONO 1 1 7 HS 13'10 -15 DesUniversal Forest Pr ducts Inc,Grand Rapids,MI 49525,Steve Minahan 8 030 s Oct 016 MiTek I dustnes,Inc ed Jan 11 1208 152017 Pagel all Copyright�2017 Universal Forest Products,Inc.All Rights Reserved 1-8-11 11-11-5 �gO 12-0 5 4 7.00 12 N0l6 10 ao 3 3x4\\ 3.5x5= 2 3 0 SMH18D r 0 1 tti �r W1 SMH18E r 1 B1 0 9 2x611 3x5= 8 11 7 1-8-11 7-0-13 4-10-8 13-8-0 Plate Offsets(X,Y)— 2 0-2-0,0-0.12 7 0-M,0-1-01, 8 0-4-12,0.1-11 9 0-4-8,0-1-01 SPACING-2-0-0 SPACING-.1-4-0 SPACING-.1-0-0 SPACING- 2-0-0 C51 DEFL. in floc) I/defi L/d PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) Plate Gnp DOL 1 15 TC 069 Vert(LL) -034 8-9 >475 240 MT20 197/144 TCLL 38 1 TCLL 572 TCLL 762 Lumber DOL 1 15 BC 097 Vert(CT) -0 72 8-9 >225 180 MT18HS 1971144 (Ground Snow--55 0) (Ground Snow=82 5) (Ground Snow--110 0) Rep Stress Incr YES WB 093 Hdrz(CT) 001 7 n/a n/a TCDL 100 TCDL 150 TCDL 200 Code IBC2015/TPI2014 Matnx-R Weight 65 Ib BCLL 00• BCLL 00 ' BCLL 00 FT=20 BCDL 100 BCDL 150 BCDL 200 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2*Except* TOP CHORD Structural wood sheathing directly applied or 5-2-11 cc purlins T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing BOT CHORD 2x6 SPF No 2 WEBS 1 Row at midpt 4-7 WEBS 2x4 SPF Stud*Except* W2 2x4 SPF No 2 REACTIONS (Ib/size) 1=88810-3-8,7=693/0-3-8,6=-O/Mechanical Max Hoa 1=455(LC 12),6=-247(LC 19) MaxUpliftl=331(LC 12),7=-519(LC 12) Max Grav1=977(LC 19),7=830(LC 19) FORCES. (lb)-Mawmum Compression/Maximum Tension TOP CHORD 1-2=-1 74 6151 3,2-3=-955/165,3-10=-871/121,4-10=-570/134,4-5=-479/130,5-6=-291/143 BOT CHORD 1-9=-865/1298,8-9---865/1298,8-11=-286/383,7-11=-286/383 WEBS 2-9=0611,2-8=-1008/588,4-7=-760/568 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(Ib)/Maximum Shear(Ib)/Maximum Moment(Ib-in) 4=760/568/0/0,5=374/1371143/0 NOTES- E-signed by Kevin Freeman 1)Wind ASCE 7-10,Vult=140mph(3-second gust)Vasd=11 tmph @24m o c,TCDL=3 Opal,BCDL=3 Opsf,(Alt 171mph @16in o c.TCDL=4 5psf, BCDL=4 5psf),(Alt 180mph @12m o c,TCDL=6 Opsf,BCDL=6 Opsf),h=30ft,Cat II,Exp D,enclosed,MWFRS(envelope)gable end zone and C-C Extenor(2)zone,C-C far members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate grip DOL=1 33 ��O F N 1- 2)TCLL ASCE 7-10,Pg=55 0 psf(ground snow),Ps=38 1 psf(roof snow),Category Il,Exp D,Partially Exp,C1=1 1 3)Roof design snow load has been reduced to account for slope Q 4)Unbalanced snow loads have been considered for this design 'tP ` W• �R�` 5)All plates are MT20 plates unless otherwise indicated 6)See HINGE PLATE DETAILS for plate placement 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation 8)All additional member connections shall be provided by others for forces as indicated 9)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 1- 10)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10 Opsf 11)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 331 Ib uplift at joint 1 and 519 Ib uplift at joint 7 0 12)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 13)Take precaution to keep the chards in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service O 0,8663-'� 14)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary n supports All field-installed members must be properly fastened pnor to applying any loading to the truss This design anticipates the final set position ` 15)Revision of HMD22701,changed wind,exposure- AR�FESSIONP The professional engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this document, 1/11/2017 not necessarily the current state building code The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee ® WARNING -Verify design parameters and READ(VOTES Universal Forest Products,Inc 2801 EAST RD,NE PHONE(616)-364-6161 FAX(616)-365-OO60 GRAND RAPIDSAPIDS,,M MI 49525 Truss shall not be cu[or modified vnthout approval of the cuss design engineer This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design Builder responsibilities are defined under TPI1 This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding 9) fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available pilewplales�ufp4pe 9) 1 UNIVERSAL FOREST PRODUCTS, INC. Job TrussCustomer MFG 86292 HMD22702 WEST CHESTER 212 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessanly the current state building code The engineering seal is not an approval to use a design in a specific state The final determination on whether a truss design is acceptable under the locally adopted budding code rest with the budding official or designated appointee °°°°°l°1u11u1101, �i 111 I I r r E r I ' Q�,CUNNFcj'� > �7F��Yjq���,�r �H 4F Njgs3' OF NEWN'gRjo Ftp G� KEVIN W. i r god FR VI MAN tiN "� KEV N W. 9 FR MAGI •. _ F MA to • = _ I r CA) a •�. NN �e •t a '' •� C EQ•'��, �• �*Com. � GlSTE�� '• NS, �Q,�,. f� ��•j,,�Etsl ; y���` NAL EN�� S/pNAL�� �NAli1°1 j��QY0NA1- e� ���� Q�WEA�j•� KEVIN W. FREEMAN `�.o°°�QI,vE,g�,#" REGISTERED yamjo. ���� >�Q�� FR"�` .�++G ASU ROFESSIONAL '� �;j� Z KEVIN R MAN 7445 =*:Y N .8024 F. U i = EES S.CENgE:��=.� z E ISTERED .s y Ly Ba� ONAL ENGINEER ''as9/0IyA1.Er;o`o ti�ii�8®S1 {CIVIL} 'if Bill a° Corporate Engineering 2801 East Reltline, NE Grand Rapids, MI 49525-9736 (616) 364-6161 Fax (616) 365-0060 ufpi.Com "CALCULATIONS PER ACCA MANUAL J" HEATLOSS CALCULATION 18173 Column A Column B Column C Column D Column E Column F Column G Column H F P LIV RM DIM RM KIT KIT ENTRY G.BATH M.BATH H.BATH Height A A 9 B 9 B 9 B 9 B 9 B 9 8 8 B 9 B Length C G 12 7 T 13 T 19 8 T 5.6 T 6 3 T 6 T 9.3 T 6 T Width T E 19 7 U 10.3 U 7.3 U 8 U 12 8 U 8 7 U 6.6 U 5.2 U Length Exposed Wall 0 N 32.4 H 23.3 H 27.1 H 5.6 H 19.1 H 14.7 H 15.9 H 0 H Wdw & Dr Area -Glass R 0 31 20.6 6 5 5 5 Wall Constr Uo 4.50 1 292 1314 210 945 244 1098 50 225 172 774 132 594 127 572 0 0 Type of Glass Ug 22.50 1 31 698 20.6 464 6 135 0 0 5 113 5 113 5 113 0 0 Ceiling Constr Uo 2.34 2 250 585 134 314 145 339 45 105 81 190 52 122 61 143 31 73 Floor Constr Uo 4.23 2 250 1058 134 567 145 613 45 190 81 343 52 220 61 258 31 131 Door Opening 5.94 1 0 0 20 119 0 20 119 0 0 0 One Wall (W/Glass) 1.08 3 0 0 0 403 435 0 0 0 0 Two Walls 1.62 3 2252 3648 1205 1952 1301 2108 0 726 1176 470 761 491 795 0 Three Walls or Foyer 2 16 3 0 0 0 0 0 0 0 0 Total BTUH 7303 4242 4412 955 2715 1810 1881 204 Column I Column J Column K Column L Room Name F P MSTR BR BDRM 2 BDRM 3 BDRM 4 BTUH BTUH BTUH Watts Watt Watts Height A A 8 B 8 B 8 B 9 B Col. Actual Lgth Used Actual Lgth Used Length C , G 20 8 T 11 9 T 12.2 T T A 8033 13 8060 2356 10 2500 Width T E 13 U 13 8 U 10.4 U U B 4666 8 4960 1368 6 1500 Length Exposed Wall 0 N 33.8 H 25.7 H 12 2 H 0 H C 4853 8 4960 1423 6 1500 Wdw & Dr Glass Area R 0 31 10.3 10.3 D 1051 2 1240 308 2 500 Wall Constr Uo 4 50 1 270 1215 206 927 98 441 0 0 E 2987 5 3100 876 4 1000 Type of Glass Ug 22.50 1 31 698 10.3 232 10.3 232 0 0 F 1991 4 2480 584 3 750 Ceiling Constr Uo 2.34 2 270 632 164 384 127 297 0 0 G 2069 4 2480 607 3 750 Floor Constr Uo 4.23 2 270 1142 164 694 127 537 0 0 H 224 1 620 66 1 250 Door Opening 5.94 1 0 0 0 0 I 7910 13 8060 2320 10 2500 One Wall (W/Glass) 1.08 3 0 0 1015 1096 0 0 J 4803 8 4960 1409 6 1500 Two Walls 1.62 3 2163 3504 1314 2129 0 0 0 K 2863 5 3100 840 4 1000 Three Walls or Foyer 2.16 3 0 0 0 0 0 L 0 0 0 0 0 0 Total BTUH 7191 4366 2603 0 TL BTU 41450 71 44020 12157 55 13750 Vv r 1 ELEVATIONS TOTAL AREA = 1 , 585 SQ . FT. >. 2 FOUNDATION PLAN USE GROUP = DETACHED SINGLE w FAMILY DWELLING 3A ) 3B FLOOR PLAN CONST. TYPE = wooD FRAME0 UNPROTECTEDF= 3W BRACED WALL PLAN GROUND SNOW LOAD = 40 LB /SF 0- Z 4 CROSS SECTION SEISMIC DESIGN CAT. = B 5A , 5B PLUMBING PLAN SOIL SITE CLASS = o FS, New York 6A ) 6B ELECTRICAL PLAN WIND SPEED (vuit) = 136 MP Review Only Date: 02/28/2019 PFS EXPOSURE CATEGORY = C BoomskurgtPA 7CI 7D FHW HEATING PLAN . 8 STD . NOTES 8c DETAILS FLOOD ZONE _ N o p DESIGNED TO THE FOLLOWING: FLOOR LIVE LOAD NYS UNIFORM CODE WHICH INCORPORATES BY REFERENCE): = 40 LB • SF 1 sFLO 2017 UNIFORM CODE SUPPLEMENT PUBLICATION DATE JULY 2017 (2017 UCS), WHICH REPLACES �. THE 2016 UNIFORM CODE SUPPLEMENT (2016 UCS) • REFERENCES THE INTERNATIONAL CODE COUNCIL PUBLICATIONS (2015 IRC, 2015 IBC, 2015 IPC, 2nd FLO — 30 LB /SF ===w A 2015 IMC, 2015 IFGC, 2015 IFC, 2015 IPMC, AND 2015 IEBC), WITH SPECIFIC CODE PRINTINGS,- co APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2017 UCS. B I M A TE ZONE — 4 ( 5572 HDD [ a N HNYS ENERGY CODE WHICH INCORPORATES BY REFERENCE): 00 Q < 01-� • 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, o o o PUBLICATION DATE AUGUST 2016, REVISED AUGUST 2016 (2016 ECS). ALL REFERENECES WITHIN o THE 2016 ECS TO THE 2016 UCS, SHALL BE DEEMED TO BE AMENDED TO BE A REFERENCE TO Z THE 2017 UCS. z o O O ZY D • REFERENCES THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 IECC), AS PUBLISHED Z 0 o W w w W Q Q W BY THE INTERNATIONAL CODE COUNCIL, WITH SPECIFIC CODE PRINTING, APPENDICES, AND w 0 w P- REFERENCED STANDARDS AS IDENTIFIED IN THE 2016 ECS. N En NOTES • ASHREA 90.1 -2013, PRINTING AS IDENTIFIED IN THE 2016 ECS. : U o0 • OTHER REFERENCED STANDARDS MENTIONED IN 19 NYCRR PART 1240. 1. All items noted as "B/P" refer to the Builder and/or Purchaser of the N 2014 NATIONAL ELECTRICAL CODE home. to ry F— � ro�eo) NOTES: O Li o 1 . THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND �. o,p shall be responsible to supply, install all materials on site in } _ CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS ON FILE WITH THEaccordance with manufacture's specifications and state and local codes 00 ~ LIJ x;00 DEPARTMENT OF STATE, UNDER SYSTEMS NUMBER M0659-2010-118. Z* Q Z V) o x 2. ENERGY COMPLIANCE IS SHOWN THROUGH THE USE OF RESCHECK SOFTWARE AND IS IN including but not limited to the following items: all porches, decks, _ T �, o COMPLIANCE WITH CHAPTER 11 OR THE CODE. stairs, rails and guards, all supporting structure from the bottom of the o 0 r n o o 3. BLOWER DOOR TESTING SHALL BE PERFORMED ON SITE BY A QUALIFIED HERS RATER IN modules to grade and below, all plumbing piping below the 1st floor o W o W N V , o ACCORDANCE WITH N1102.4.1 .2. RATING COMPANY TO BE USED IS RESIDENTIAL ENERGY sheathing (including cleanouts), hot water heater, all electrical service v) �� CONSERVATION PO BOX 1013 SMITHTOWN, NY 11787 } - N 4. WHOLE HOUSE VENTILATION SYSTEM TO BE DESIGNED, SUPPLIED, AND INSTALLED ON SITE to the panel box location, all equipment cooling of the residence, all Q Z N BY B/P WITH A MINIMUM CONTINUOUS FLOW RATE OF 60 cfm PER TABLE M1507.3.3(1 ). required exterior protection from wind borne debris, including the w LO required INTAKE AIR TO BE TAKEN FROM EXTERIOR AND CONNECTED TO RETURN AIR OF HVACfastening. `- 0 W "' a> 000 SYSTEM. 8d w 0 >- a� � 5. THERE ARE NO LOT LINE SEPARATION REQUIREMENTS FOR THIS DWELLING AS LOCATED ON W o z M THIS LOT. 3. B/P shall be res onsible to com lete to followin items artiall w � NOTE: p p g partially w done in the factory: connect plumbing vent , connect piping to hot o o Q > ®® UNAUTHORIZED ALTERATION OR ADDITION TO z o o O THIS DRAWING IS A VIOLATION OF SECTION 7209, water heater, install GWB at mating line, exterior finishes and install ¢ z 0 W ®® ARTICLE 145 OF THE NYS EDUCATION LAW. all wiring and breakers to electric panel box w �' � Z z U Ei ANTHONY S. PISARRI, P.E. o o PROJECT ADDRESS DESIGN PROFESSIONAL 4. All cutting, boring, and notching of structural members shall be QUDO Z wWo 170 HOMESTEAD WAY 3 R OSALI N D DRIVE done in accordance with R602.6 or as approved by a qualified design o N Q Q GREENPORT, NY 11944 CORTLANDT MANOR, NY 10567 professional. w MCD m0o Z "' •• _�- OfLjl SUFFOLK COUNTY (914) 739-6580 ? Li 0 3= o �z al i OVERHANG DIMENSION (*) HOUSE WIDTH ROOF PITCH 24'-0" 26'-0"/30'-0" 27'-8"/31 1-81, 5/12 16" 11 16" 7/12 16" 11 16" 9/12 12" " 12" 0 11 12/12 8 3 4" 8 3/4" 8 3 4" U Z � W MOTE: < WINDOW GRILLE PATTERNS SHOWN ARE FOR ANDERSEN 400 Q SERIES WINDOWS. GRILLE PATTERNS FOR OTHER SERIES OR MANUFACTURERS MAY BE DIFFERENT. Q 0 F= U NOTE: w W VENT FLASHING SHALL BE � V) INSTALLED AT VENT PIPE 000 Q Z PENETRATION PER R3103.3 00 W p NOTES: Ij 1. ALL EXTERIOR STAIRS, LANDINGS, RAILS, & 00 > o� GUARDS TO BE DESIGNED, SUPPLIED, AND INSTALLED ON SITE BY B/P PER R311.7, 312.1, & R303.8 2. ALL STAIRWAY ILLUMINATION AT EXTERIOR DOORS W TO BE PROVIDED BY WMH PER R303.8 O FF110 Z xF _ (EGRESS) (EGRESS) (EGRESS) the porch roof must be structurally (na? _ p independent of the modules, designed by �= ; �Ld W a licensed NY PE/RA, inspected and o_ approved by the local building official. (Wn W Z j ai s°®wlC' .....•,; 4 N �ORCH BY B P I 00 N k-' k-' �FFM ' o ¢ o 0O � . LU i IF itcc Z i Z Z Y Z U) ¢ ¢ W Q 0 W W W U M W w U 00 ALL EXT.STAIRS, STEPS, RAILS & GUARQST BE �--� C"DESIGNED, SUPPLIED AND INSTALLED BY BY I m `n FRONT ELEVATION >- cn C° SCALE: 1 /4"=l '—O" >- 00 C) 31-1 a> n ±LH <r U z � PLUMBING VENT 2 12 Q Z � v X STACK NC LL- O 0_ U-1 0 -� z O N p Z 'v O w 2 V) O Ld 001) CD — N t z N to 5 000 _- a OVERHANG FRONT PORCH < V M� SEE CHART BY BIP N < on 000 (EGRESS) (EGRESS) w p N w Q z ® >Elf M H REAR DECK Z - BY B/P J W6IIIq Ld TM�4=N C:) > ®® 00 ¢ z " O ®® SIM CQz � o i i i i i i �Z wWo ao 0 LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION LL z� a SCALE: 1 /8"=1 '-0)1 SCALE: 1 /8"=l '—O" SCALE: 1 /8"=l '—O" w ( o � ~ z 1 r _ _ Ua J w Or. ..r Jz W L _ l— ¢ Z 3O z_ In F- ¢(n Q 7) oU- OU 0 0'-- (nQ a r _ i 30'-0" U 976 PLF Z w c� a 0 ------ I INU I ---- i CL I r-- I I (n I ( _ Z � FOOTING FOUNDATION WALL I I Of �— i� CL Q COLUMNS LOCATED FOR POINT LOADS ABOVE ARE DIMENSIONED; .� o OTHERWISE, MAXIMUM SPAN BETWEEN COLUMNS IS * = 10'-0" �� p 1816 PLF * * * r-- - I I I I I I I I Q 0I -I —e-- 1- -I —0 I- -I 0— - Of I I I I I i N L-- L---J L---J L---J �COLUMNLALLY COLUMW F TING �- STAIRS DESIGNED & CONSTRUCTED BY B/P M o r rn rn 0 � a i� t� o04 04 � o 0 0 SD I I I I I I SUPPLIED BY WMH a I I `` z INSTALLED BY B/P I I z z z F- Fn a a w I ---- I _ � w w = Q 0, w 0 Ft 0 LL L ------ 1600# S-8 ,'1600# 976 PLF J vC" 00 � Lo cnLo � QE >- co 3 0-1 o Q � U = Z � 00 Q } � � x � Z o � �� U w wD' � •- z 00 a CO O LLJ0 U = IZ ® 00) 6 Ld a FOUNDATION NOTES: C/) O N X 0 0 N 1) THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. J _ N COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE CONDITIONS, APPLICABLE Q Z N 000 LOCAL AND STATE CODES, TO BE REVIEWED AND APPROVED BY A REGISTERED - - a Lo ARCHITECT OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. LIJ V a "t p ¢ -+.-- 0 00 2) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND ~ ® N CODE COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) STRUCTURAL PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE ¢ p z ® M H SEPERATION.� Li 3) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. :Z: J ®® 0 < _ Of 4) CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. z 0 0 Z (D ® ®® 5) LALLY COLUMN SHALL BE MINIMUM 3 1/2"0 STEEL PIPE. Q I'' N � - 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND 0 t\ Q (*j AV INSTALLED BY B/P PRIOR TO HOUSE DELIVERY AND SET). THERE SHALL BE NO I n � PROTRUSION ABOVE TOP OF SILL PLATE. z m ^ Q c' 00 0 7) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR ENCLOSING THE BASEMENT ~ zZ a-uJ mw STAIRS AND INSULATING THE BASEMENT STAIR WALLS IN ACCORDANCE WITH ALL of oN � � Ln APPLICABLE ENERGY CODE REQUIREMENTS W 0 `z'� 1= 00 � II UJ N o� W C� W Awa 030 w Q� V� Q V) � ply CJ 0 D FEE DECK BY B/P 13'-6" x 7'-4" U Z 3'-2" 4'-3" 4' 11" 8'-3 1/2" 9'-4 1/2" CWS a _,CLINE OF MODULE ABOVE --_- 3046 3046 GREEN OR BY B/P 3032 RANGE VENT TO EU. O F 5262 3042 1 2 124 1242 CW2442 uiU -- J--� L- -9 -� 0- B24 824 WT18 0- PREP �' 0 O CAR Z CGSB30 — N DINING ROOM o SA KITCHEN 9'-6" x 12'-2 1/2" DP 15'-1 1/2" x 6'-10" 14 Q o ES I KITCHEN NOTES M • 14" SOFFITS Y • RAISE CAB 3/4" z • DELUXE CABINETS N �e D _4RAISE Z 49-091 AN WC _ NDk_�N r00 SL P � } C14 DN O M I J ✓ rn rn 00 N LIVING ROOM QC14 0 0 0 0 0 16'-7" x 12'-2 1/201 M N "V \ D `� z z 0 O 5606 z F U) a a 0 UJ w w Q O W U 3046 3046 3046 1600#-)724-52T1600# 0af 3 -8, , N a 5'-9" 4'-2" 4'-2" 8,_ F0 CH 5„ 5,- 2'-5,. U It 00 BYB/PC14CO 30'-0" 6'-3" x 4'-11" I — - to C/) I C1> -� CV >- 00 �r 3 tO a� U Zco 00 0 * 9'- 0" CEILINGS FIRST FLOOR ONLY * � Z CD z Ld o —0 3 LL_ o 0 C) ww ozw v0 �a �o 0 0 cr) (n o N �I C 7 ck: NOTES Q ® 00 :m 110 N • ZIP EXT. WALL SHEATHING ~ °' —c- 0 i • OSB MARRIAGE WALL SHEATHING * -ENERGY STAR COMPLIANCE- 0 CAULK UNDER ALL EXTERIOR WALLS* F- 000 • OPEN CELL INSULATION *SEAL ALL WIRES PIPES AND VENT PENETRATIONS IN p CD 0:!: • SILLS 8c STOOLS FLOORS, CEILINGS AND EXTERIOR WALLS* Q z ® o a� *FOAM GASKETS TO BE INSTALLED TO ALL EXTERIORw O ►� �- WALL OUTLETS* *WALL INSULATION TO BE INSTALLED SPLIT AROUND F__ LIJLiJ Z Jcn WIRING AND ELECTRICAL BOXES-NO GAPS O o _ ®® LIGHT �c VENTILATION SCHEDULE Q(SF) *INSTALL MATING WALL GASKET* Z cs �r *LOW EXPANSION SPRAY FOAM INSULATION INSTALLED p ® ®® LIGHT VENT AROUND DOORS AND WINDOWS* WINDBORNE DEBRIS NOTE: cn Q z E ROOM AREA REQUIRED SUPPLIED REQUIRED SUPPLIED p NOTE: 1) WINDOWS SHALL BE PROTECTED FROM WIND BORNE DEBRIS Q � z Q KITCHEN 104 8.32 13.07 4.16 23.85 IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE m o r7 ALL WINDOWS WITH A SILL HEIGHT LESS THAN 24 SECTION R301.2.1.2 EXCEPTION, THE BUILDER/ PURCHASER DINING ROOM 116 9.28 20.62 4.64 11.46 ABOVE FINISHED FLOOR AND WITH A EXT. HEIGHT OF SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED Q u 00 EXTERIOR PROTECTION INCLUDING THE FASTENING. zZ a MW `- o LIVING ROOM 202 16.16 30.93 8.08 17.19 GREATER THAN 6 -0 TO GRADE SHALL BE EQUIPPED (n =o In � Ew w WITH FALL PROTECTION SUPPLIED AND INSTALLED ON a, o LO 2) WINDOW AND EXTERIOR DOOR DESIGN PERFORMANCE W 0 =} H o0� � � w II SITE BY B/P IN ACCORDANCE W/ R312.2 RATING SHALL CONFORM TO IRC SECTION R301.2.1 Li a z 3z vi a� � �Q o w a�- o a � C:)u- o 0 'tIvn) .300-09' 5'-3 1/2'1 11'-2 1/4" 13--6 1/4" z 3046 3046 z 0 (EGRESS) (EGRESS) 0 00 ,I z BEDROOM 2 BEDROOM 3 00 RAISE Lo ll'—O" x 1,3'-0 1/211 12'—1 3/4" x 7'-10" — VAN WC rc) 3/4" C14 0 > (L BP50 m mci D24 BP50 (D ATTIC 2 < N ACCESS 0 122"x30" ^n DN —--------- -------- v --N D16 D26 < I, IQ ;LINEN CN Li P. 0 CL U-) a_ 04 m //0 m 0 cn < rn 00 C'4 0 04 < < I- 1�1 MASTER BEDROOM 0 N 1 04 0 V1710 0 0101 Ln 17'-10" x 12'-2 1/2" Co I m 6 C21 1 D\24 C-4 C) V RAISE 36"SHO PAN z 0 VAN/WC W/CIVINT 8D 6 0 z z 0 (EGRESS) (EGRESS) (EGRESS) 3/4- z F= cn r 14, 0 5; W Li < 0 w 0 w 3046 3046 3046 800#7 24, 2T 800# w V) a_ 59-9" 49-21' 4'-211 130-60 2'-5#9 C-> 00 c— Lo 0) Lo C14 CO to E >- 00 Lo < Ute. M 00 00 cn V) LL- 0 LLJ Ld m 0 O0 D- C) = z o Ld Ld C) LLJ 0 Ld vd 0 0 � —j — N LLJ U) c— cn Lr) Ld r- 000 C) M0) cy- ® � � 0 ¢ cf) 0-- 0 If - LL] � 0 1-- Z 0 C) I > < - LIGHT & VENTILATION SCHEDULE (SF) U NA L.Li < LIGHT VENT V) ROOM AREA ®® REQUIRED SUPPLIED REQUIRED SUPPLIED < 0 C) MASTER BDR 234 18.72 30.93 9.36 17.19 z 00 BEDROOM 2 128 10.24 10.31 5.12 5.73 < Uo UK Lin CD ;Ka- cf) c—f):��? >- BEDROOM 3 97 7.76 10.31 3.88 5.73 0 �- E Wmn wl Ln o Z Lij Ofw 0 * I UJ V) ;j oa_ Lli ifl ZRM Fn W L Ld < Z) Design Parameters Structure Type 1-2 Family Detached 00 # Stories 2 Seismic Design Category B Wird Speed(3 Second Gust) 136 Wind Exposure C WALL A Sto-ies Above Grade 2 C) 30'-0" Mean Root Height 26,5 ft Eave to Ridge Height 8.8 ft '-8 1/2" 8'-0 1/4- 111'-11 1/4" Roof/Ceiling Dead Load 12 psf _J Z GWB on Interior of Walls, YES — w Wall Bracing Requirements -2015 International Residential Code < Braced Wall Lines- Ranch, Cape, or Second Story LLJ C) Wall Bracing North/South Direction Wall Height. 8 It Z Adjustment Factors: 0 Wall height Factor Walls Factor Exposure Factor Eave Ridge Factor "Cd F= 0�9 1 11,3 1 0 10 1 LLJ IN Wall Line Spacing Required Braced Required Braced Braced Wails Blocking Required V) (L �_ OI Wall(ft)Tabulated Waits(fl) Adjusted Provided(ft) at Horizontal Seams LJ (/) Wall#1 30 1 711t 8.2 ft 26.75 ft NO PassesZ Wall #2 30 1 71fl 24,251ft NO Passes 0 Wall Bracin East est Direction ------- 1`0 Required Braced Required Braced Braced Walls Blocking Required at Watt Line Spacing Wall(ft)Tabulated Walls(ft) Adusted Provided(it) Horizontal Seams C) Adjusted 0 1 1 1. 11� T Wall A 26'8 6.36 ft f 7.4 ft 1 23.5 ft I NO Passes < a. o in 0 Wall B 26.8 6,361 ft r 7.4 ft r 16.8 ft 1 NO Passes 0 _J _J Braced Wall Lines- First Floor of a Two Story Z (D Wall Bracing Nortb/South Direction Wall Height: 9 ft < '0 < Adjustment Factors: < Wall height Factor Walls Factor Exposure Factor Eave Ridge Factor (/-) 0,95 1 1.3 1 Wall Line Spacing Required Bracing Required Wall Braced Walls Blocking Required at W04 Wall(it)Tabulated Bracinq(ft)Adjusted Provided(ft) Horizontat Seams LLJ -W—att#1 30 13 it 16,1 Iff 25.9 ft YES Passes Cf) Will#2 30 13 ft 16.1 tt 25.9 ft YES Passes -,J I Wall Bracing East/West Direction O C-4 C14 01 Adjustment Factor WALLS A & g CONTAW CS-PORTALS Required Bracing I Required Wall Braced Walls Blocking Required at Welt Line Spacing Wall(ft)Tabulated I Bracinq(ft)Adjusted Provided(ft) Horizontal Seams Wall A 26 11.40 ft 1 14.1 Ift 17.6 ft YES JPasses Wall B 26 11.40 fi ell 14.1 14.9 ft YES JPassesn W ---------- T,800# 800# CL 4 10'-80' lo FASTEN SHEATHING TOSIMPSON CS20 STRAP 30,-0" HEADER WITH 8d COMMON (2) 2x6 TOP PLATE W/(7)8d NAILS EACH XIR GALVANIZED BOX NAILS IN END(10001b MIN) WALL B 3"GRID PATTERN AS SHOWN AND 3"O.C.IN ALL FRAMING (2)1 1/2"x 11 1/4"x 0'-N5 3/4"MICRO 0) (n MEMBERS -0 -0 H. 0 N 30'-0" WALL A FASTEN KING STUD TO N C-4 CS-PORTAL 5'-1 1'-8 1-1 1/4" 7'-9 1/2" HEADER WITH [6]16d 0 0 0 11 11 k SINKER NAILS Ca 7' -8 3 14" 6 1 1 --- 3049 3049 'V%ft Z F4 ZZ 6 0 Z V) UJ 0 BLOCK SPLICES IN _J 5- SHEATHING.SPLICES < 0 UJ 0 af 14 MUST OCCUR WITHIN 24" LIJ Of 1 204 1 V) 0-1 OF MID HEIGHT. . . . . . . . . . 41 J L C_> "4- 00 C" M _J I I N to MIN 3/8'THICKNESS _J 04 C-4 11-83/411 31-2111 11-111 31-211 V-711 STRUCTURAL PANELWOOD 10'-8 3/4" SHEATHING ' L o M _J CS PORTAL FRAME WALLA F- Z 0 0 _J FASTEN SHEATHING TO LO SHEATH THIS SIDE ;M -t -I HEADER WITH 8d COMMON 0) 0 (0 to < ;Z Do C14 04 OR GALVANIZED BOX NAILS IN L_ 3"GRID PATTERN AS SHOWN SIMPSON CS20 STRAP < Z X AND 3"O.C.IN ALL FRAMING 2) 2x6 TOP PLATE W/(7)8d NAILS EACH MEMBERS END(10001b MIN) UJ Ui af V Z :� 0 C�o C-4 04 3: 0 a- 0 Z C:) Ld 4 0 UJ )1 1/211 x 11 1/4"x:12-10 13/16"'MICRO HDR 0 0) 1::::F 0 V) NV --- --- M__ ff---nr (3> 11 11 1. -4— LL__ H I M FASTEN KING STUD TO c-3 C/) �j to C-4 C-4 H ON, [n M C14 00 II i HEADER WITH [6]16d CD Cn U) C_ = LO BLOCK SPLICES IN SINKER NAILS SHEATHING.SPLICES C II DX30 3049 C/) coo MUST OCCUR WITHIN 2411 CC --i P- C/) a)%_.0 ppim IRF iii'110_01 L Tmw 600#IlK OF MID HEIGHT. n I M N NAILS WN G 4'-10 1/4" 2J� 3, 4 < Z: C:) oo M F— CS-PORTAL ii ii ii II I n III ry 30'-d' _J >LLJ oo _J NA MN 3/8"THICKNESS WOOD CD r) < WALL B STRUCTURAL PANEL ® ®® SHEATHING <I < Li 4!-11 3/4" 31-21/211 21-23/4"1 2'-9" 0 C-D _J :2-- < 131-211 00 6: CS PORTAL FRAME WALL B H� C::,M :3 N >_ ¢U SHEATH THIS SIDE 0 L.J LC) F_ cnw = Ld II U) 0(1- 0 l__ _J z LJ Z REE V) < < V) < LLJ 0 Z) Ld U z W ROOF PITCH MAY VARY CONT RIDGE VENT 18 in LF Q SEE ELEVATION DWG #1 / 12 (3) 12d's @ 12" p F (31 12d's ® 12" Llj MMH8 �MMH8 z PRE ENGINEERED & � TYP ROOF CERTIFIED ROOF TRUSS DESIGN 30 YR SELF-SEALING FIBERGLASS SHINGLES ® 24" O.0 OVER 15# ROOFING FELT Ix Q OVER 5/8" AGENCY RATED SHEATHING AIR BAFFLE \ BITUTHANE APPLIED CONTINUOUSLY' WMH THIS ATTIC SPACE TO EAVES FOR ICE SHIELD 0 2x6 BLOCK BETWEEN IS DESIGNED Ix EVERY OTHER TRUSS w/ FOR LIGHT STORAGE LU26 ® CLEAR SPAN r16d FACE-NAILS AND 16d END-NAILS AT 2x6 SUB-FASCIA 3j�CH END OF BLOCK -`-ALUMINUM FASCIA 5/8" COMPRESSION / VINYL SOFFIT 10.7 int/ft2 VENT STRIP R38 INSULATION ;& TYP INTERIOR WALL b W/VAPOR BARRIERx [2] 2x4 SPF #3 TOP PLATES 2x4 SPF #3 ®16" O.C. STUDS �' °° 1" ` 2x4 SPF #3 SOLE PLATE ,/ zi W §, r 1/2 GWB BOTH SIDES �� R-19 INSULATIONCL ,`" �w" R-12 RIGID FOAM INSULATION ,+ �� s / 2x10 SP ® 16 OC F JST Lo R-12 RIGID FOAM INSULATION ' // 5/8" PLYWOOD BY B/P rn O 16d COMMONS o i� g�� / TYP MARRIAGE V0.1L t� 12 o 0 TOE NAL®6" ac 2ND FL 0 ,/ 2x3 2 SPF 3 TOP PLATES o ] # TYP EXTERIOR WALL 2x3 SPF #3 ® 12" O.C.(lst FLR)� [2] 2x6 SPF #3 TOP PLATES o 1ST FL CLG _ _ i / 2x3 SPF #3 @ 16" O.C.(2nd FLR)'I t� z 2x6 SPF #3 ® 16 OC STUDS 8d COMMONS J co :� ¢ 1/2" AGENCY RATED SHTG. MAT.SIDE� z = ® 6" o.c. �' M � / 2x6 SPF #2 SOLE PLATE d O z � LI o , 1/2" GWB INTERIOR SIDE 1/2" GWB INTERIOR SIDE z P ALONG BAND z Z . w z 2x3 SPF #3 SOLE PLATE R21 INSULATION WITH VAPOR BARRIER Q o w U 3'-10" i z 1/2" AGENCY RATED SHEATHING EXTERIOR SIDE O O 12d NAILS TOE-NAILED ® 6"o.C. �� �i� AGENCY RA-ED SHTG WEATHER - PROTECTIVE BARRIER a TYP SUB-FLOORING 3/4 b MAINSTREET VINYL SIDING 2x6 PT SILL PLATE 2x10 SPF #2 0 l6 OC FLR JST m OR NORTHWOODS VINYL SIDING ._I 0) (SUPPLIED & INSTALLED BY B/P) R-19 FIBERGLAES INSULATION o✓ I to C) �� 91, TO COMPLY W/ENERGY CODE a m � �,� I co (INSTALLED BY B/P W/VAPOR 0'- 0 �- o ,¢ /J BARRIER TO WARM SIDE) iv �- m 0 = in O !�1 O 3 Lo co � � \m Qrn U = Z 00 d l op) 0 _ FOUNDATION WALL ¢ LALLY COLUMN ~o 00 a z C3a x 3'-5" SUPPORTS ~ ~ I.-: U Q' a & STAIRS Q z M o > Z W FOUNDATION FOOTING BY B/P Q O = w �a �� af o oN uI- U V) a> � I COLUMN FOOTING J -*- = N Qz N � � 0000 N W LdV) _ r- U rn d 000 a, wof N woz ® V) � � � Ldo 0 o _j0> z oo � ry o Qzc� Jaz 1 (n �� Of�Z mzn � Q) Ar Q z� aM-3 W Nn >Z <C> � oLi Uo I �o Z wll w CD UJ N Od W� J w (� N W¢ O ��zom LLIW ��' U �r Nom— 0 DECK U Z W C� Q O U Ld V) KIT.SINK & DW Z 2"D DINING ROOM 11/2" KITCHEN I � SUPPLIES I Q 3"D FROM L 2ND FL. LAV 1/2"D /2"V WC 3"D 3"WV r- 0 - N ` u> W IL 1° e ro W 0� J LL_ Cn j tN 0 N LIVING ROOM (n �' oNN 0 0 0 Co 0 j Z 6 0 ZO Y U W W = Q W U PORCH .J U � °° 1 1/2-V THRU N t�0 30'-0" 2ND FL. I z to SUPPLY DIAGRAMCD C%4 02) VIEW `A' - NTS I— n- 0 3 LO FL = FLOOR LINE 3 � U =_ Z00 = 1 /2" SHUT OFF VALVE 32ND FLU > Q z Z x COLD N _ ------- HOT KIT SINK ?� z 0 `I �0 3 0 TABLE P2903.2 DW o 0 0L'J U w -o C) MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND �U) ------- DRAIN BY B/P FIXTURE FITTINGS a o N (/� ®— c3 _ M DRAIN BY WMHPLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY M LAV W z 00 c 1 0) t VENT BY B/P 0J Lavatory faucet 1.5 gpm at 60 psi Q U_ 0 C) 000 (n a) VENT BY WMH Shower head (including a handheld shower spray) 2.0 gpm at 80 psi WC , 1I� az � w 0 ® a� Sink faucet 2.2 gpm at 60 psi ��� "� ``' ¢ a0 Z Q � ,�� D W V DIAGRAM Water closet 1.3 gallons per flushing cycle N LU 3p KIT Li L' / WC LAV SINK DW � o J L ` For SI: 1 gallon=3.785 L, 1 gallon per minute=3.785 L/m, 1 pound per square inch=6.895 kPa. O VIEW A - NTS Q ®® D = DRAIN a. Compumption tolerances shall be determined from referenced standards 9 1 Z o p C/) b. The flush volume for a dial—flush water closet is defined as the composite, averse flush (� " < Z ® � V = VENT volume of two reduced flushes and one full flush. 1/2 0 •• v Q Z FV = FUTURE VENT i i I TYP Q o SP = STAND PIPE I I I 0 o DW = DISH WASHER PLUMBING PAGES FL I I I z n i�: Q) N WC = WATER CLOSET I I I ZU Wn o Wo Cn FC = FIELD CONNECTION BY B/P 0 o w B/P = BUILDER/PURCHASER LIJ 0UJ N oZ 0) Q� 0 W wa 0 3� w Q= Ln (n o V 3"MV THRU ROOF 30'-0" 0 Z O W lLLL- J a > >►- Q FC 0� � - Z � O TUB/SHO M N > U 1 1/2"V TUB/SH 0 W 3"D TO 7 1ST FLR LAV we /2 Z BEDROOM 2 BEDROOM 3 3 D 11ti° LAV w 1 2'D Q 3"D TO 3"V FROM 1 "V LAV WC TUB SHO 1ST FLR 1ST FLR p 1/2 I I TYP I I I I 13/4" Qt , N I TYP Of ;d 3" TOIAJ ' I 1ST L � °, �y,-b ,�,a • � , I TO 3"M V I FC i `'• .J rn rn I N MASTER BEDROOM � o N N o I 1 T 2 D o 0 I 1/2"V WC SHOWERCa I 3„D 2"D z I Y V 1 1/2"V �' t\ z M o 0 Z F o U J Q W w w U LAV 2°p N ui ui 0 of o' \ r 3"D TO J 0) 1ST FLR 'n WC I z N � "ID O CD � � V) } � ~ = wLo SHO 3 rn U r� z 00 Q Z Z D X SHO (D z ui o --u3� LAV WC C) oo = a O Z ao 0 ui V) (D o --t I I C-3 C/) ►o Q I I z N 00 I I W w ® s = to �- U o It FL -- -----� �¢- ® cam/) v 00 ---- w p � Q of N 13/4" (n w0Z � Mof � I W [if 0 o -1 > � z Q — ® ®® z oo � U Qz � Qz oil ®®Cl,, W - moo oz � Q Qj z m -J Ar Q zZ w uio 00 o U) p N� ¢v o 0n �� L0 Zi II Ln Lv 2} F- H, .. W W V) �� Z 3� W < ¢� Q C� C) in' 8) DECK z w WP Q 6 z s ® o U 4 640, --1'3 �i�� 2 pw., J[:61� GFI® (n 13 4 ®GFI R H z —14: TOE KICKHEATER6 DINING ROOM KITCHEN GFI !-III 4 6 6 5 0. 1 11 7 L Q 4 Ij 4 Aw 4 4 J r 0 - -- r 1 N 68 T 8 11313 - ;P 8 w gyp° ; . ;':. . TO BSMNT � 10 cyDrn rn $ TO2ND FLR BSMN SD& \ 4 LIVING ROOM o � N TO 2ND FLR O O $ LIGHT & 0 � Z $ 8 zo z O 8 Z 1- 0 Q Q U Q p W w w = 8 ® fy- 0 U WP $ 0_ GFI PORCH J Urn00 � `�' c�o 30'-0" ' Z CD I >- 00 Lo 3� Q � Ute— = z � a; 00 � � z4tz _1 6 x LEGEND CIRCUIT DIRECTORY p r V) � c� u wof C� PANEL BOX NO. AMP WIRE CIRCUIT CIRCUIT WIRE AMP NO. z o o U O 3 0 110V DUPLEX RECEPTICAL 1 4 8-4 RANGE KIT COUNT(AFI) 12-2 20 2 Q LijU = w �'�,/ -o Ld 110V DUPLEX RECEPTICAL - SPLIT WIRED 3 KIT COUNT/DINING(AFI) 12-2 20 4 0� it O 1 220V RECEPTICAL 5 20 12-2 REFRIGERATOR(AFI) GL-KITCHEN(AFI) 14-2 15 6 J N N � N = N FO WALL LIGHT 7 15 14-2 GL-DINING RM.(AFI) GL-LIVING RM.(AFI) 14-2 15 8 Q z_ N U C 00 00 CEILING LIGHT SURFACE MOUNTED W � J � =� RECESSED LIGHT AT CEILING 9 15 14-2 GL-BDRM3,G-8ATH(AFI) GL-BDRM2,SD CO(AFI) 14-2 15 10 0 ¢ --i--- rn v 11 15 14-2 GL-MSTR BDRM BATH(AFI) BATH GFI S(AFI) 12-2 20 12 �- —� cUn 000 <s SWITCH, SINGLE POLE N a) 41" SWITCH, THREE WAY 13 20 12-2 DISHWASHER(AFI) 14 C; w }- LdJ 44- SWITCH, FOUR WAY 15 16 w Q M F� O Z - FL FAN/LIGHT FIXTURE ®H RANGE/HOOD FIXTURE17 18 W ch: 0:� H FANLIGHT & HEAT CEILING UNIT 19 20 ~O zo J > �� Q ®® ® SPECIAL PURPOSE CONNECTION 21 22 z Q � 0 JUNCTION BOX 23 24 ZQ ® AC/DC SMOKE/CARBON DETECTOR z J 26 • cI < ffA so AC/DC SMOKE DETECTOR 25 2014 N . E . C . � - � _ �- ® DOOR BELL BUTTON 27 30 * ALL OUTLETS TO BE TAMPER RESISTANT * o o Q TELEPHONE OUTLET 29 TELEVISION CABLE OUTLET 31 32 ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * z °° cl00 Q THERMOSTAT 33 34 * ALL EXT. GFI RECEPTACLES TO BE UV RATED * Q uim o c�Z w w o 2E n-®; VACUUM SYSTEM OUTLET 35 36 N of aU W � _� � oElf � w II CEILING FAN & LIGHT 37 38 U J N p z (� I- -� FLOOD LIGHTS W mo w¢ 0 3 w Q U Q a CEILING FAN 3 g 40 07 p o w U p p 30'-0" U z W C� Q z O F %DROOM O10 0 U WIZV) 2 9 BEDROOM 110-15D-CFM110-1Z F L 9 Q 10 97 9 12N 9 � Sp ————————— 10 10 9 fro aTnc� 10 10 \ / I 9 cps, 10 o --------- --N N 1111 10I w ; ` Sp % 1, 11 W TO 1ST FLR. cn I I I I rn rn MASTER BEDROOM 11 W 0 N O O O O O I I 11 0 I F t\ Z I L Z Z O ri 11 11 z o ¢ ¢ uiv ¢ w W W Q = O (If V W af (n d U rn 00 cnLO N to I Z to C F- >- CO 't ~ ®_ O 3 LO a� < °' Z00 00 Z#zz < Z _� O v X rn . 0 Lu LJ o 0-cc0 3 0 0 OWV = W L .a � � O 0) — O=ff N Q> N Q z_ N � � 0000 L I w c j �� v 00 w q O w p z ® ^ M H WOf Q� JI o J � ILL Q ®® J � � � •• az ® ®® 2014 N . E . C . o � 0o ALL OUTLETS TO BE TAMPER RESISTANT * o o * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * zM I n ��: I �) * ALL EXT. GFI RECEPTACLES TO BE UV RATED * Q ZZ �o o V) o cn > ¢v o �o z Ln II W C7 (n o� C7 W W WN �� Z 3� w Q� ¢�Q Ile /00 D U Fill z S-- w O P - - U uj 8'=4960 BTU\H L --- -1 / ) a. C 5200 BTJ z TOE SPACE DINING ROOM KITCHEN Q L � 2'=1240 BTU\H �o e m 0 00 11 uu O Zo T .,.` 04 w a. 8 LLJ 00 rn C14rn LIVING ROOM i' % 0 CN IH o 0O 0 o O �O z u Z 13'=8060 BTU\H `n Z° F o Q Q - w w w O af cn IL FORCH .J C-.)l � co � Lo 30'-0" ' CD C/) — co � z � >- o U � = z � 00 0 >_ w 00 Z#Z WZ � � x � rna CD Ld Ld Ofz OO � � L� a- O O Q O U W 1 "D J �a.r , O Cn O =N O = -.22 = CV Q z C ®/ C 00 n N w000 Sj WQ � � � WLLJ� � o �� e ~ z —1 LLI oJ >_ Q 1 ®® LEGENDz � � Q ¢ z � ® r Naz ®® OT THERMOSTAT w Ir 0 ® FHW BASEBOARD UNIT Q o Q z ACCESS PANEL THRU FLOOR Q �z CIO o C.5 � �� .- 0 r- u IACCESS PANEL THRU CEILING W0 o>- N o� w� II -� Wvwi ;!- Z 3� w Q� Q`fi Il (n D ou_ o oma- vvi� 30'-0" U z W a z 0 8'=4960 BTU\H 5'=3100 BTU\H U o w IL BEDROOM 2 BEDROOM 3ao P z P- m _C Q O N F Z----: 0 --------- *kms _• MASTER BEDROOM '� < �\ \ N O 0C*4 CN a i 00o i Z 13'=8060 BTU\H ' 4'=2480 BTU\H0 z z F N Q a 5 w W = Q 0 w U � qCL w V) J C-1) � Oo Ln c� CD LO �cn rCO LO 20000 00 QZ C3 � x �' rn LL- CD � m 0 � 3 0 O O C) OU = iz -O Li 0 � N = N Q v C M ~ Z00 U) ® _c ct) W ® U rnd N —J cn 000 wpm �_ OOf Wpz ® � MF— w of� 0 Of ~ :Z: > � Z Q — ® AVA z im C) Q U � Q I AI ®® (YLd N CY Q 0 CD z a z m , nom Q00 �juO u Of C) 0 oo EEW LO W O =} H- 0, C7 Z cn ;j til L;j W ;Q� Z 3� Qd- 0 V) w Q O Q O ow UClO� (nom d WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE WINDOW NO. M F C;' FR TYPE GLASS VENT "U"VALUE SHGC ROUGH OPENING THERMATRU DOORS 2432 ANDERSEN 400 D.H. 5.1 2.94 0.30 0.31 2'-61 8'x 2'-818' ,� » 3032 ANDERSEN 400 D.H. 6.9 3.85 0.30 0.31 3'-21 8%3-81 8' DOOR TYPE GLASS(SF) VENT(SF) U VALUE DOOR SIZE REMARKS *3046 ANDERSEN 400 D.H. 10.3 5.73 0.30 0.31 3'-21 8'x 4-81 8' DX30(S606) EXT. W/ GLASS 2.5 20.0 0.28 S-0" x 6'-8"FIBER GLASS DX30 S262 9 LITE 6.2 20.0 0.28 S-O" x 6'-8"FIBER GLASS ANDERSEN DOORS DOOR TYPE GLASS(SF) VENT(SF) "U"VALUE DOOR SIZE REMARKS *= THESE UNITS MEET OR EXCEED A CLEAR OPENABLE AREA OF 5.7 SQ. FT., WIDTH OF 20% & HEIGHT OF 24" FLOOR PLAN NOTES 1 . Label locations are designated by: 7. All interior and exterior Handrails and/or Fs--L1 State Labels 5. Attic Access(es) on Cape Models are to be Guardrails are installed by Builder/Purchaser IA Third Party Inspection Agency done on site by Builder Purchaser. / 8. All items noted as "B/P" refer to the Builder DP Data Plate and/or Purchaser of the home. 2. Maximum height of egress window sills 6. If applied, any part to be finished by builder is 3'-6" Above Finished Floor on site, shall be in compliance with all 3. Refer to order selection form for specific applicable building code requirements and appliances supplied with this house. under jurisdiction of the local building 4. Bath room fans are rated at 50 CFM. inspector. ( garage, additions, porch, etc ) SUPPLY NOTES DWV NOTES 1. Materials are type A PEX. 1. Materials are PVC schedule 40. 2. Water supply shall be securely attached to the building at no greater distances between support intervals than specified 2. Drainage and Vent piping shall be securely attached to the building Horizontal pipe at 32" at no greater support intervals than specified. Vertical pipe at mid-story (10' max). Horizontal pipe at 4'-0" for 02" or larger 3. Water heater to be supplied and installed by B/P. Horizontal pipe at 3'-0" for 01 1/2" or smaller 4. All supply lines are stubbed through the first floor. Vertical pipe at 4'-0". Supply lines below first floor supplied and installed by B/P. 5. All hot water lines in unheated spaces shall be insulated by B/P. 2. All drainage connections horizontal to horizontal and vertical to 6. All tubs and/or showers to be supplied with anti-scald valves horizontal are long sweep or double 45 fittings. 7. All devices installed with self closing valves (i.e. washer,dishwasher) shall have a water hammer arresting device on the supply line 4. Horizontal vent pipe connections to vertical vent branch or stack supplied and installed by B/P on site, in accordance with all shall occur at least 6" above the floor rim of the highest fixture State and local applicable codes. served by the horizontal vent. 8. All fixture supply lines 1/2" diameter shall have individual shut off valves. ELECTRICAL NOTES 1. Electrical panel is rated 200 amps. 1D. Door bell button at split entry front doors shall be installed by B/P 2. Non-metallic sheathed cable is type NM-B. 11. One [1] GFI circuit shall be installed in basement by B/P. 3. Wires are installed with insulated staples. 12. A clothes washer circuit shall be installed in basement by B/P if washer location is not incorporated 4. Electric service shall be grounded by B/P in compliance with NEC, state and local codes. into house. 5. All electrical components shall be listed and/or labeled by a nationally recognized testing lab and 13. Receptacles shall not be installed directly over electric baseboard heaters. shall be installed in accordance with manufacturer instructions and locations/use instructions. 14. circuit breakers for electric baseboard heaters are only installed in panels of houses with electric 6. Electric panel shall be located and mounted in basement by B/P, unless noted otherwise. baseboard systems. 7. A service disconnect shall be installed at a readily accessible location nearest the point of 15. Smoke detectors are interconnected and installed on a lighting circuit with no intervening switches on entrance of the service conductors. that circuit. 8. Telephone and television cable options run to the electric panel location. 15. Smoke detectors shall have a battery back-up power source. 9. Door bell wires shall be connected in basement by B/P. 17. Basement smoke detectors are supplied by WMH and installed by B/P. 115. All recessed lights shall be IC rated. EBB - HEATING NOTES FH W - HEATING NOTES 1. Electric baseboard heating circuits are 20 Amp, 220 Volts with 12-2 non-metallic sheathed cable 1. Baseboard ratings are based on 190' F water temperature at 1 GPM flow rate with 65' entering air. type NM-B. 2. First floor baseboard units are installed with heating pipes stubged thru floor. Second floor heating pipes 2. Maximum wattage per circuit shall be 3750 watts. between baseboard units are installed in floor and/or wall panels. B/P is responsible for interconnection 3. Baseboards are rated at 250 watts per linear foot. between modules and floors. Balance of heating system is to be designed, supplied and installed by B/P. 4. Minimum thermostat range is 45' to 75' F. 3. All heating pipes in unheated spaces shall be insulated by B/P. 5. General lighting receptacles shall not be located above electric baseboard heating units. 4. Minimum thermostat range is 45' to 75' F. 5. Access panels are for the Builder/Purchaser to use in the interconnection of the heating system. These panels may be permanently attached and finished over by B/P after heating system is completed FOUNDATION NOTES PERIMETER BEAM DETAIL 1. The foundation plan is provided for foundation design parameters TOP of FDTN WA v only. Complete foundation engineering based on specific site LZ conditions, applicable local and state codes, to be reviewed and PERIMETER BEAM W o-M � approved by a registered architect or engineer in the state of 2x6 SILL PLATEaf O o house designation. (2) 2x10 SPF#2 A v o'Lo o 2. The Builder/Purchaser shall be responsible for design, construction w/ 1/2 PLY. 8 ZO I N and code compliance of all foundation elements including (but not EACI- MODULE FDTN WALL U Q limited to) structural, plumbing, electrical, heating, energy conservation and fire separation. 1/2"0 BOLT & NUT LALLY COLUMN 3. Minimum column footing size shall be 2'-6" x 2'-6" x 10" deep. & WASHER @ 32" O.C. 4. Concrete strength shall be 3000 psi or greater. FLOORS, 48" CLG/ROOF COLUMN FTG 5. Lally column shall be minimum 03 1/2 steel pipe. TOP of BS MT SLAB 6. Foundation sill shall be preservative treated lumber (supplied and installed by B/P prior to house delivery and set). There shall STEEL PLATE & LAG be no protrusion above top of sill plates. BOLTS BY B/P FDTN FTG LALLY COLUMN USE GROUP: BUILDER: HOMEOWNER: SERIAL No. PE / RA THIRD PARTY INSPECTION AGENCY DETACHED FAMILY DWELLING LONG ISLAND ONE REAL ESTATE INC. SPEC 18173 CONST. TYPE: 37 RANDALL ROAD SITE: PRODUCTION No. WOOD FRAME WADING RIVER, NY 11792 170 HOMESTEAD WAY UNPROTECTED GREENPORT, NY 11944 K« DESIGNER: REVISION DATE S TANDARD NO TES EA 2/08/19 A EA 2/22/19 ' ' 11 /15/18 D TL SSC LE• E TA N /A PAGE: r ' Westchester Modular Homes Inc CHECK DATE , a, 1; A ••, t ®® 30 Reagans Mill Road, Wingdale, New York, 12594 Tel (914)832-9400 Fax (914)832-6698 2SAD BUILDING DEPARTMENT DATA: ABP>REVIATIONS Ai�►O� OR Classification/Floor Area �S UNLAWFUL � Floor Level Existing Proposal Total ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER k"V I T O UT C E RTI FI CATE Cellar(Finished) O O O ACT ACOUSTICAL TiLE MAX MAXIMUM ` AL ALUMINUM MIN MINIMUM Qi OCCUPANCY R ALT ALTERNATE MRS MARBLE Q lot Floor O D O AFF ABOVE FIRST FLOOR MS MARBLE SADDLE W _ 2nd Floor O p O ASF ABOVE SUBFLOOR MTL METAL AS. ALUMINUM SADDLE NA NOT APPLICABLE Q Total D O 0 $ A.P.B. ANTHONY POWER BEAM NIG NOT IN CONTRACT `µe B.C. BRICK COURSES NOM NOMINAL O o Garage D O O Y BD BOARD NR NOT REQUIRED BOT BOTTOM NTS NOT TO SCALE .,�.. Q Front Porch O O O ., ILI 6 Y,i✓i gam. r p"'.'i.: (E'..`a�„ IN L FAMILY H ME jo-11=111l, V!=) Lome Rear Porch O O O .? BLDG BUILDING OG ON CENTER t nCKEENPor `•: GBS GEMENT BACKER BOARD OCC OCCUPANTS) DATE`/ ���B P #, ' Decks O O O CL CLOSET OH OVERHANG g NY CLG CEILING PART. PARTITION FEE;' j `;_.= CLR CLEARANCE) PC POURED CONCRETE P'O IFY GI! F h RTFv,c- ,T AT COL COLUMN PT POINT 76,-1$02 3 AM TO 4 F„4 FOR THE CONIC CONCRETE PKT POCKET FOLLOWING I-NSPEGTIOINIS: �; , -_- CMU CONCRETE MASONRY UNIT RAD RADIUS 'I. F C,J11,DATION - Tali REOUIKID CO"` , 1 ! " I I ""'L ``�1t=s OF GT COLLAR TIE REQ. REQUIRED F^� POU?ED COPtiCRvTE ����' Y '` ST"''v i L: F� "-OI�N COL�-S Z AS REQUIRED �" CJ CEILING JOIST REV REVISIONS) 2. ROUC-11 - FR,AIMIi4G & PLUilGF.,i^IG '� -Oj= Q F., CANT CANTILEVER RM M 3. I'�la!iLl�I i0N CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER 4. FINAL Cpi.STfiUCT:Oi; MUST DIA DIAMETER WR REMOVE AND REPLACE BE COMPLETE FOR C.O. DIM DIMENSION SEC SECTION ALL CONSTRUCTION SHALL MEET THE 3 O DR .- ODOR SF SQUARE FEET REQUIREMENTS OF THE CODES OF NEI�b` - ' '' ��"'" '=�S C7 x YORK STATE. NOT RESPONSIBLE FOR ---- r^ V � DTL DETAIL IM „I � D�S,GN OR COi,STRUCT.ON ERRORS. DWG DRAWING SQ SQUARE - c ' p,i i � ON DOWN STL STEEL EA EACH SD SMOKE DETECTOR EL ELEVATION STD STANDARD PLUMBER CEF! FICATION EQ EQUAL TC TOP OF CURB T':rT�, RETA!N1 STOP,Nil WATE RUNOFF ON LEAD CONTENT BEFORE r- ' ' ' CER77FtCATE'OF OCCUPANCY `' ' DESIGN' R301.2.1.1 (2010 Residential Code of New York State) EX EXISTING TEL TELEPHONE rr�, ` PURSUANT TO CHAPT R 23G EXH EXHAUST THK THICKNESS r�rJr; r,` EXT EXTERIOR TOS TOP OF SLAB r`-:r 1T' OF THE TOWN CODE. SOLDER USED 11V WA TER ' T. EF EXHAUST FAN TX TOILET EXHAUST 12 ;.r r;:r. ����UPPLY �� ILLi:tr Design Criteria Constructlon In regions where the basic wind speeds EW EGRESS WINDOW TXF TOILET EXHAUST FAN 7.00 r;:r.i,, . ,r ,�fr 07 )s0 LEAD. r" 1. 1. .., exceed from Figure 8301"2(4) equal or exceed z FC FIRE CODE TYP TYPICAL ;T:;; 110 miles per hour 0771.1 km/h) shall be FD FLOOR DRAIN TEM TIEMPORED .. �T<< IALLAIIAI r.r.r FIN FINISH ED) TEMP TEMPORARY `r..;: ill FINISH(EP) `Ilii�' P`1 ��B= G 7 f designed In accordance with one of the following: FLR FLOORING) UON UNLESS OTHERWISE NOTED r _ A._L PLUMBING WASTE J' Z ;1_.T .. ;.r.,. Z FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD r T. &VYATER LINES NEED FT FOOT(FEET) WC WATER CLOSET r r'r TESTING BEFORE COVERING T`: Plans have been designed American Forest and Paper Association (AF$PA) OU _. FJ FLOOR JOIST WR WATER RESISTANT ' � ❑ ❑ � 'r�r In accordance with: Wood Frame Construction Manual for One or Two GA GAUGE :aT.x':T' GALV GALVANIZED -- r T- Famly Dwellings (W.F.C.M.)2001 A N '1' CLIMATIC GEOGRAPHIC DESIGN CRITERIA: (Table R3,01.2(1) GFI GROUND FAULT INTERRUPT ° ELECT 'i' �at. r.,r � GL GLASS �y� B r''' Wind Exposure Category: C . GWB GYPSUM WALL BOARD ..i:TJ; HC HOLLOW CORE ,1T'.: 7.00 r _'`r',:' ; ,. -a Ground Snow Load: 20 P5F w O HOW HARDWARE ,'�'T �z Wind Speed: 110 mph 3 sec Gust HM HOLLOW METAL 7 i .7 7-T:J,.1 HOR HORIZONTAL — T+ � TRUSS PLACARDING REQUIRED `;�..r w ,.r._ '7 r (90 fastest mile) O t , is HP HIGH POINT — i7.r�.i. ■ ❑ iz7. Seismic Design Category Exem M Z HT HEIGHT M HVAC HEATING/VENTILATION/AIR CONDITION --- r'�Y v ' T.._, ILI C d '�L 's' E Weathering Severe ►�'� o IN INCH r ;' INT INTERIOR i r' � � INVERTINV _ ' r�;'' r Ll Frost Line Depth: _..; 'r', 3G Inches a/ JT JO o Termite Infestation: Moderate to Heavy ' KIT KITCHEN r LAV LAVATORY .: L Decay Probability. Slight to Moderate Con Winter Design Temperature: Suffolk 11 Degrees C�11 Right Elevation Front Elevation Ice Shield Underlayment Required Valleys and Perimeter w Flood Hazard Exempt Air Freezing Index 452 MIN. DESIGN PRESSURE (DP) RATING: Ittillio Windows ZONE 4 DP 25 H g DOOr' ZONE 5 DP 30 Z ZONE i OP 25 v W ZONE 2 DP 30 w ZONE 3 DP 30 0 N ZONE 1 DP 20 T 0 ZONE 2 DP 45 j'-T �t ZONE 3 DP 45 Legend r , Ill IP ill's l ll, 11 ILI 11Y I.Y tills IN Ill lJfJIJIII Ill I I illi Jill 11111[ill sly yl. Existing Walls to Remain O r!=� • 12 Zane ai�grarrts` 7.00 `z r _.-_..,. Existing Walls to be Removed _ _ __ _ _ _ , T �,. -' - } l 11 11 11 New Walls and Partitions T -1-` z Insulation ® _ ❑ — + _-_.. t O Goble r Wdl 4 Zones Inte Door i'jT' Windowzone Perimeter f W ,...�_ � Zone a � Minimum Uniformly Distributed Live Loads: Table 83015 Structural Beam —., • — u. ;.r. USE LIVE LOAD DEAD LOAD X ' ` i r,.i. Outlet Ilj1 x.�l to a rr; ❑ ❑ Exterior atonies 60 psf 10 psf > GFI Outlet arm =x`( Decks 40 psf 10 psf a N TT Passanger Vehicle Garages 50 psf as per planIT- C� ATTICS without Storage 10 psf 10 psf c� H Ljl� Switch I i x, ATTICS with Stora a 20 of 10 f Z 3 ¢ z 9 p Ps A A A ROOMS other than Sleeping Rooms 40 psf 10 f a A d Gelling Fixture J 3 a x Sleeping Rooms 30 psf 10 f w v A A Exterior Fixture •� Stairs 40 psf 10 psf SCALE: Left Elevation Guardrails and Handralls 200 psf 10 psf Various, 12 psf for Attic Smoke Detector Live +Ground Snow Load 20 psf 15 psf for Cath J �' 000 Q Table R301.7 Detector Q ALLOWABLE DEFLECTION: `' v r Vent Structural Member Allowable Deflection to ® Rear Elevation Raf9•ers havng slopes greater than 3A2 with no finished Fa 077006-N fro Vent/Light nA ceiling attached to rafters LA60 'ORpjg0gNT� Ceiling Fan L1`Y' _ Interior Walls and Partitions �/� H/180 , NAME: QAC Floors and Plastered Cellings V360 All other Structural Members L/240 COVER Exterior Walls w/plaster or stucco Hiii Exterior Walls-Wind Loadel w/Brittle Finishes V240 SHEET NEW 2 T Exterior Walls-Wind L.00ds(a)w/Flexible Finishes L/120 DWG. NO.: Note: L- Span Length H_ Span Height 4L L14Lj a• The Wind Load shall be permitted to be taken as 0.7 times the s Component and Cladding loads for the purpose of the determining deflection limits herein PAGE 1 OF 1 GENERAL CONDITION°2 VSCK/PORCH RAILIN05 y.�r1 1. Al work shall conform to 2010 Residential Code of New York State, local BuildingZonis Codes, Fran1na (COrrfinul*d� Stropping in Detiail5 � g g�12.1 Guards Reaulred pp Q � _ and the New York State Energy Conservation Code. All Codes shall supercede the drawings and shall Loa Boft Porches,balconies or raised floor surfaces located more than 30'above the floor be Incorporated Into the drawings,whether they are indicated on the plans or not. 1. Shall be of structural grade steel or grade below shall have guards not less than 36"in height. Open in sides of stairs .� with a total rise of more than 30"above the floor or grade below shall have guards Use every other nail hole MT ISTA Strap install 16" On Center 2.Contractor shall check and verify all dimensions,notes and conditions of the site before any construction 2.Washes shall be placed under the head of lag bolts bearing on wood,length of lag bolts not less than 34"In height measured vertically from the nosing of the treads, in a row to provide the work Is started. The Contractor shall notify the Architect of any discrepancies or conflict In the drowings shall be a minimum 2/3 depth of members being bolted together. code-required minimum ILENGTH D "- and/or field coni tions before!starting the work The discovery of discrepancies after beginning the work shall 8312.2 GLi Guard Opening mltafiians center-to-center LENGTH spacing for nailsan 0 be the full responsibility of the Contractor to correct. Aiterina Structural Members Required guards on open sides of stairways, raised floor areas,balconies and porches 1. No structural member shall be omittted, notched,cut,blocked out or relocated without shall have Intermediate rails or ornamental closures that do not allow passage of a o e y 3. Contractor shall locate$stake out all existing underground utilities prior to any excavation. The utilities shown prior approval of the Architect. Do not alter sizes of members noted without approval sphere*'or more In doometer, c • ; on the plan are an approximate location only. of the Architect. CL AR a e, SPAN il sp arranging necessary p p g Occupancy( ) Built-uo Beams The trlon uar openings formed 4. Contractor shall be responsible for arras in all necessa permits and Inspections, Including Certificate of Occu an C.O. gby the neer,tread and bottom rail of a guardnat the open 'G,. 1. Built-up beams or joists formed by a multiple of 2 x memberssholl be Interconnected as follows: side of a stairway are permitted to be of such a size that a sphere 6"cannot pass unless otherwise noted. • 1:, a. Members 12"and less In depot: glue and internal w/2 rows 16d nails at 12" through. a 'r o.c.staggered. _ t 5. Written dimensions shall have precedence over scaled dimensions and larger scale details shall have precedence over smaller b. Members greater than 91/4"in de112' g depth or mutiple 3 x members through bolt with HABITABLE SPACE ,,,•'� scale details drawings. Drawings are not to be scaled. diameter machine bolts at 24"o.c. 1. All habitable spaces shall conform to the following sections of the Residential Code END .r. of New York State: Provide minimum 7" LENGTH G. Any deviation from the Architect's drawings must be submitted to the Architect In writing for approval. Cutlina of Beams. Joists and Rafters 8303 Light,Ventilation andHeating end distance S 1. Cuttingof wood beams,joists and rafters shall be limited to cuts and bored holes not deeper j P 8304 Minimum Room Areae E ual number of Rafter to Rafter 7. Contractor shall be respomel'ble for adequately bracing and protecting all work during construction against damage,breakage, than 1/6 the depth of the memberand shall not be located In the middle 1/3 of the span. Notch R305 CeilingHeight q Simpson Strong-Tie 9 specified nails Connection Detail collapse, distortion and misalignment according to applicable codes,standards and good practice. depth of the ends at the member shall not exceed 1/4 the depth of the member. Holes bored or 9306 Sanitation in each end H2 - Rafter Olp out Into the joint shall not be closer than 2 Inches to the tip or bottom of the Joints and the R307 Toilet,Tub and Shoer Spaces 8. All work shall be performed In a first class manner with all new materials. Contractor shall provide all equipment, labor and diameterof the hole shall not exceed 1/3 the depth of the joint. The tension side of beams,joists Rafter t0 Top Plate materials necessaryfor the proper execution and time) completion of the work. Contractor shall be responsible for all materials and rafters of 4 inches or greater nominal thickness shall not be notched,exec at ends of Connection Detail 1p p y p sp g �' EMERGENCY ESCAPE � RESCUE OPENINGS Stud to Stud E-• members. A and equipment stored at the site, mem1. All emergency escape$rescue opanings shall conform to Section 8310 of the Connection Detail Residential Code of New York Stere 9. 9. All contractors and their sub-contractors shall carry insurance that will protect the Owner and the Architect from claims from Pipes In Stud Bearing Nails or Shear Nails Q 1. Notches or bored holes to studs of bearing walls or partition shall not be more than 1/3 the Q damages for personal Injuries,Including death,which may arise in connection with this project. depth of the stud. ANERGY NMS x 1. These plans are designed to be In accordance with the New York State Energy Q v1 10.Contractor to Indemnify Architect and Owner and hold harmless. �ridaln and BIOCkIna Conservation Code for a 5750 de)ree day climate area. CS20 CS20 1. There shall be not less than one line of bridging In every six(6)of span In floor.attic,and roof MSCTIRI FTA A (4) 8d Nass 11. The Architect Is not responeiible for construction means, methods,techniques,sequences, procedures or for the safety precautions framing. The bridging shall consist of not less than 1 x 3 inch lumber doubled nailed at each end and programs In connection with this project. or of equivalent metal bracing of equal rigidity. Midspan bridging is not required for attic or roof 1. All electrical work shall conform to tie rules and regulations of the National Electrical C 20 SIMPSON STRONG-TiE framing where joist depth does not exceed 12 inches nominal Code,Residential Code of New Yak State,and Board of Underwriters and its 'CS2 e' Col ostr3d op 12. All construction with the 1110mph and 120 mph three second wind referenced standard NFPA 70-20� vvY (4) 8d Nota p p speed regions(Nassau$SufFolk Counties)shall be in conformity 2.The electrical equipment and wiring(hall be Installed In accordance with Chapters 33 r(4) with the American Forest$Paper Association(AF%PA)2001 Wood Frame Construction Manual. 2. Block solid at all bearing supports where adequate lateral support is not otherwise provided.Block all stud walls at maximum Intervoles of 8 feet with minimum of 2 x solid material with thru 42 of the Residential Code of New York State.3. Electrical work to be Inspected byan approved electrical inspection company. ' 2 13. All contractors shall be Ilcensed and insured tightjoints. 4. All electrical outlets In"wet'areasto be ground fault Interupter(GFI)type. ' Rim Joist3. Provide 2 x firestops at midpoint vertically of stud wall. (4) 8d Nath 14. Contractor to obtain Owner•'s of Architect's approval for all materials,finishes and equipment prior to purchasing. All equipment Nagle and Multiple_G+m ipn Srnn a Alums4 aand materials are to be Inteolled per manufacturer's written specifications. SSimale and multiole.s+atian ema�alarms shall be inatnilled In the follows glacp�na; 1Cn Plywood (4) Z-iAox Z 1 Inch aleppl_ne roam SSIPMir SiROW--TIEs Q 1. All plywood shall be Doug-Fir or equal• It shall be manufactured and graded in accordance with: 2UutsldA of in.h sap rat, In area In a immediate vIelnity ofthe 'LTP 4' U 15. Contractor shall keep the slte clean and free of debris. t S prod, Standard PS -8;far Canatrvc+ian and industrial PIw=d g • ince e� � STRONG-TiE hodrooms ({) stun it St1•a2. Each plywood sheet shall bear the"APA"trademark p 3 n each addltianpl gta�y c�the pJl ng t l,dlne 6aaemen+s and cellars bid (+� �i �ptk ttVd A 16. These drawings are the property of the Architect and shall not be used without his consent. Drawings shall not be used for issuing 3. All end joints shall be staggered and shall butt along the center lines of framing members, mot ri an lu ejej cr na ye^nd Imwallim+a Including critic® In ment naa or ets bu nits 1� 0 of a building permit unless signed and sealed by Louis Schwartz, P.E. 4, The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel with split levels end wltho�en Intervening�aar be+w p�tbgmdj�n+levels e U1 , ��tl 1� x to the studs. smoke alarm Installed om fetipperF., 5. Nails shall be laced 3/8"minimum from edge of sheets. The minimum nail emh-ation into framing ievelshalLsuffue for th adlaaent lower 1pv I 17. Contractor to follow all manufacturer's specifications,recommendations and installations on all products used in this project. Notify P 9 P g pi-avided that this lower I�el Ig legs than ane fill law members shall be 11/2"for 8d nails and 13/8"for 10d nails, stair�� the Architect of any conflict between the plana and mamufarturer's specifications,recommendations and installation details prior to .. W 0 Installation of product on+his project. Contractor shall be responsible for correction of any work that prevents the correct Installation G. All floors shall be nailed as per nailing schedule. when mare than ane emakp alarm Is rq,Led to be Installed within an IndivldJal dws'lling snit of a specified product as shown on the drawings. +hg alarm devieps sheill he Intercenner4d In aueh a manner that the h:tu tion&F amp alp I.r, Portitlons will aetiva+a all of+he alarms in+his milli tai unit_ he darm shall be aJp�r-ly auelibig In mil Plate to Header to .,4ud Plate Q 1. General: bedrooms ever bnckraimd n6aga-levels_vith all Intevemin- doors -Idos_ed Stud fo Sill Plate Connection Detail 18.Match all existing conditions gas they relate to finishes, lighting, coursing,dimensions, height,alignment,etc, Move and re-locate � Floor t0 Floor z any partitions, wiring,plumbing and ductwork that may be conceded In walls or ceilings being revised,to provide a complete job In all a. Provide solid blocking at 4'-O o.c. between the joist and first interior parallel Joist. Connection Detail Connection Detail respect. b.Splices of the top and bottom portion of double top plates must be staggered a min. All.smoke alarms shall hp Nt%ted and Inna�d In accardinnae with+�+P prem irOons.of!the � C) of 4!"/.7• Residential Code of New York State rid the household fire worming provislons of NFPA 72. E..4 EXCAVATION AND BACKFILL c.Splices shall occur only directly over studs. F--I 1. Contractor shall locate and stake out all existing underground utilities prior to arty excavation. The utilities shown on the plan d.Lap top plates at corners and intersections, Power_C; 2. Bearing Walls supporting one floor or more: In new construction,the required smole alarms shall receive their rima are an approximate location, q ' primary power from the a. Partitions must be constructed of minimum 2 x 4 etude spaced 16"o.c. of type lumber building wiring when such wiring Is se-.rd from a commercial source or cam on-site electrical )Table 3.11 Wall Sheathing and Cladding Attachment Raquirements for Wind �" specified. power system,and when primary paver is interrru ted shall receive power from a bane ► 2. Excavate all areas indicated on the drawings. All excavations shall be the minimum depths required achieving clean undisturbed P � � battery. Loads-Exposure B b. If double top plateof less than 2 2 x 6's or 2 2 x 4's is used floor jolsts shall be centered Wiring shall be permanent and without•ilsconnecting switch other than those required for NAILING SCHEDULE: Table 3.1(WFGM) p _ _ w vista son with stable moisture content and non-shifting and non-shrinking loll characteristics. The Contractor shall bee responsible direct) over and below bearingwall studs with a tolerance of no more than 1". Note: This schedule does not Include nailing for metal framing straps(see section _ for notification of poor soil characteristics to the Architect and shall not proceed with the work until receiving Instructions from the ArchltecF. y overcurrent protection, Smoke alarms shall be permitted to be battery operated when N w c. Bearing stud walls must be sheathed with minimum 1/2"gyp.bd.fastened according to Installed In buildings without commercla ower or an on-site electrical ower for strapping and requirements section for rough opening framing Three second Gust 9 p p system or In r gs 90 loo uo 120 130 I40 Iso Wind Spccd(mph) manufactureres recommendation, requirements). 3. The Architect has prepared tale drawings and specifications with an assumed bearing capacity of 1 ton per sq.ft.and an assumed soil buildings that undergo repair,akerotio,chase of occupancy,addition or relocation In STRUCTURAL SHEATHUNC accordance with Appendix J. All nailing is a general specification It applies unless otherwise noted. E F E f E I F I E I Fl EJ F I E I F I E I F1 El F characteristic of sand or grovel with minimum traces of clay unless otherwise noted. Corner Bracing ►-j Joint Description No.of Nails Nail Spacing Stud spacing lam+ 1. Unless otherwise noted,brace eterior corners of building w/4 x 8 plywood sheet of thickness to match Carbon Monoxide Alarms P 9 sheathing Location' (;aches,n.e.) Muimum Nail Spacing for Ad Common Nails or lOd Boz Nails(inches,o.c)" 'y' Z C� 4. ,All excavations for concrete Filers and footings shall l e a minimum of 3 ft below finished grade unless otherwise noted on the plans. issio that of sheeting. Carbon monoxide alarms shall be instalba In the following locations: ROOF$ CEILING FRAMING 12 6 12 6 12 6 12 6 1 12 6 12 6 12 6 12 6 12 Q Ln 04 1. Carbon Monoxide are regllred on each level on which sleeping spaces are located. 11Interior Zone 16 6 12 6 12 6 12 6 1 2 6 12 6 12 6 lz 6 12 ''-" (� 5. All backfill shall be clean ranular fill. 2. Overlap plates at all corners. Rafter to To Plate Toe-Nat z2 6 12 6 1z 6 Iz 6 ,2 6 12 6 Iz= 6 1z= 6 1z' h g 2. On any story wherein fue�ired appliances and equipment, solid fuel burning P ( � (3)8d common Per Rafter p„ Z 12 6 12 6 12 6 t2 6 12 6 121 6 12 6 12 6 12 t--t appliances and equipment,ireplaces or attached garages are located. CeilingJoist to To Plate Toe-Nail Perimeter Edge Zone 16 6 12 6 I2 6 12 6 I2 6 IP 6 12 6 12 6 I2' Z p ( ) (3)8d Common Per Joist o" Y+.i G. No backfill shall be permitted against concrete or masonry foundation walls without floor framing or proper bracing as required to prevent ilia 24 6 12 6 12 6 12 6 12 6 12" 6 12' 6 12= 6 12' U damage to walls. No backfill shall be permitted within a minimum of two weeks after pouring. The contractor shall be responsible for any 1. All nailing shall comply with nailing schedules shown, Whem male than anel2alarm is realrPd+a be Installed within an individual dwelling unit Ceiling Joist to Parallel Rafter(Face-Nail) (6)16d Common Each Lap BOARD SHEATHING or LAP SIDING W damage to concrete or masonry wall. +he alarm duces shall a lnt r nn Sheathing Stu Rafter?use Spat ng Minimum Number of gd Common Nails or Ind Box Nails r h b e ca er.�d In such a manner that the actlta+,,lian of ane alarm Ceiling Joist laps over Partition(Face-Nail) (2)16d Common Each l.ap (i^c'"a•°.e.) Persuppon will activate all the alarms In the Ind�du I unitarm alLbe dead_audit h all IA�anment y � 1x6 or Ixg Sheathing 12.24 2 2 2 2 2 2 2 2 1. All rafters and jolsts framing from opposite sides shall lap at least six(6)inches and nailed together with by ms aver ba.kra,nd noise leu'lth all Intevenlna dinars else Collor Tie to Rafter(Face-Nail) (3)8d Common Each End lxlom LargerSheathin 12.24 3 3 3 3 3 3 3 3 (3)10d face nails. Blocking to Rafter(Toe-Nall) (2)ad Common Each End E Nail spacingstprrieledges(in.) CONCRETE 2. When framing end to end jolets shall secured together wrth metal straps. Al n alarms shall bp_ listed and nstakd in accordal7rA-with+h prmAgimrs of the F Nail spacing uIntermediate supports in the panel field(in,) 1. Concrete+a be Iain, reinforced"minimum 3,000 s.11.,28 day test,predicated on the above soil assumption. if other soils are encountered, Rim Board to Rafter End-Nall t For wall sheathing within4Feelofthecomers,the4footperimeteredgezoneatrachmentrequirementsshallbeused. p p. pti Residential Code Of New York State and the household Are warning provisions Of NEPA 72 (2)16d Common Each End � Tabulated 12 tact o.c.nail spacing assumes sheathing enacted to stud Gaming members veldt C>0.49.For framing memiben ft 0.42<G a 0.49, mail spacings lower bearing values are to be assumed and the foundlation must be redesigned. 19-1301mOCKING/DRAFT5TOPPING WALL FRAMING power Source shall be reduced to 6 inches o.c. 1. Instal firebloeking required as per Section R602.8 and draftstopping as per Section 8502.12 of the For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 2. Concrete shall be air-entrained. Total air content(percent by volume of concrete)shall not be less than 5%or more than 796. Residential Code of New York State. Carbon monoxide alarms, carbon momo(Ide detectors,and alarm control units to which carbon Top Plate to Top Plate(Face Nall) (2)16d Common Per Foot • Tabulated nail spacings assume a building located in Exposure B. monoxide detectors are connected shd receive their primary power from the building wiring, 2. Fire stopping shall be provided to cut off'all concealed draft openings(both horizontal and vertical)with Top Plates at Intersections(Face-Nail) (4)l6d Common Each End STEEL NOTES 2"nominal lumber or 2 thicknesses of 1"nominal lumber with broken lap joints or other approved material. and shall be equipped with a battery back-up system that automatically provides power from 1. All Steel shall have a minimum Fb of 24,000 p.s.l, one or more batteries when primary paver Is interrupted. Wiring shall be permanent and Stud to Stud(Face-Nall) (2)16d Common Each End without a disconnecting switch other than Mose required for over current protection. Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection v1 2. All Steel shall conform to the latest A.S.T.M.specIftcations for A-36 steel. Pipe columns shall conform to A.S.T.M.A-53. THING/CAULKING NOTES Header to Header(Face-Nall) 16d Common 16'o.c.along edges Requirements- Exposure B z 1. Provide metal flashing where frame lumber Is In contact with soil or concrete. Provide hidden(blind)metal Exceptions To of Bottom Plate to Stud End-Nall (Prescriptive Alternative to Table 3.4) _ flashing where tops of roofs Intersect vertical wall surfaces. Provide metal step flashing arond all chmineys, P ( ) (2)16d Common Per Stud (Prescri Q 1. Carbon monoxide alarms and carbonmonoxide detectors installed in a building or structure rn F�� skylights and where sides of roof Intersect with vertical wall Surfaces. Al metal flashing shall extend up without an electrical power source chat!rvS battery operated. Bottom Plate t0 Floor Joist,Band Joist, End (2)16d Common Per Foot Three Second Gust Wind Speed(mph) 8s 90 loo 110 120 130 140 iso r� 1. Minimum header size to be(2)2 x 6 with 1/2'CDX Pywood Flitch plate unless otherwise noted. vertically of 4"from roof unless otherwise noted. Joslt or Blocking(End-Nall) W 2. Flash,caulk and seal all junctions of new and existing roofs,walls and penetrations,to form a watertightRafter1ceiling Joist Wall Numberof$d Common Nails or 10d Box Nails(Toe-nailed) 2. In buildings that undergo repair,alteration,change of occupancy,addition or relocation in � 2. All exterior lumber and/or lumber with masonry/concrete shall be pressure treated(ACQ)unless otherwise noted. assembly. accordance with Appendix J.carbon monoxide alarms anFLOOR FRAMING Specing(tna Height Requited in Each Rafter and/or d carbon monoxide detectors may be g 2 2 2 2 3 3 3 3 0 battery operated, cord type or direct pug. Joist to SIII Top Plate or Girder(Face-Nato (4)8d Common Per Joist t2 l0 2 z z z 3 3 3 3 3. All wood subfloors shall be 3i4'plywood to glued and mailed to joists. WNTILATION 16 g 2 z 3 3 3 4 4 4 L Ventilo+ion Req,li red Bridging to Joist(Toe-Nall) (2)8d Common Each End to 2 2 3 3 3 4 4- a 4. All wood frame openings in floors,roofs,ceilings shall have a minimum double"trimmer and header"framing unless otherwise noted Enclosed attics and enclosed rafter aces formed where ceilings area lied dire g 3 3 4 a s s ss g g spaces g pp directly to the underside of roof NAILING SCHEDULE "B"Wood Framing Construction Manual Blockin to Joist Toe-Nall 24 10 3 3 4 4 s s s 6 `1 0 rafters shall have cross ventilation for each separate space by ventilating openings protected against the ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS g ( ) (2)8d common Each End t Prescriptive limits are based on assumptions in Table 3.4. In N cn 1 S. All wood frame wall openings shall have minimum double stud posts at each end. entrance Of rain or snow. Ventilating openings shall be provided with corrosion-resistant wire mesh with 1/8" Blocking to 5111 or Top Plate(Toe-Noll) (3)16d common Each Block = Tabulated comiection requirements assume a building located in Exposure B. ' When ceiling joists are installed parallel to rafters,the stem of the(mmiits in the rafter and ceiling joist shall equal or exceed the t ►-� J minimum to 1/4"maximum openings. NOTATION tabulated number of nails required. {s J Ledger Strip to Beam(Foce-Nail) (3)16d Common Each Joist G. All hanging wood oiste and rafters shall be supported with steel joist hangers. To avoid splitting,no more than 2 toe-nails shall be installed in each side of a rafter or¢oiling joist when fastened to a 2x4 top Vt (.y 9 9 j PP j 9 ROUGH n Minimum Area A 13 C D E F plate or 3 toenails in each side when fastened to a 2x6 top plate. 0 Q OPENING Joist to Ledger to Beam(Toe.NaID (3)ad Common Per Jolo t Z 7. When jolst hangers are In contact w/ACQ lumber use stainless steel joist hangers on fastners only. The total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated Z A A 3 A Bond Joist to Joist(End-Nall) (3)16d Common Per Jolst W q Q 2' - 0 1 2 0)2X4 1 1 1 1 a S. All roof and was sheathing shall be 1/2"COX Pywood. Vent anon a Band Joist to Sill or Top Plate(Toe-Nail) (2)16d Common Per Foot Table 3.5A Top and Bottom Plate to Stud Lateral Connections for Wind Loa w U A A U A minimum of a 1"space shall be provided between+he Insulation and the roof sheathing of t he location of the vent. 3'- O 4 (1)2 X 4 2 2 2 2 Exposure B SCALE: 9. Al wood floor Joists,and flat roof rafters sponniing 10-0"or greater shall be provided w/bridging at mid-span or of no greater than 6'-0" ROOF SHEATHING (Prescriptive Alternative to Table 3.5) " ' 9 6 - 0 6 (2)2X40R12X6 3 3 3 3 _ � ��4 = � Intervals. SZ�NO 8 -01, 8 (2)2 X 4 OR 12 X 6 3 3 3 3 Structural Panels(See zone diagram) Three Second Gust Wind Speed(mph) gs 90 100 110 u0 130 14o Iso 1. All glazing shall conform to 8308(Glazing)of the Residential Code of New York State OF 10.Provide double floorjoists under all aralllel walls above. .r Interior Zone 8d Common 12"o.c. Stud Spacing(in.) Wall Height(ft.) Required Number of 16d Common Nails or Box Nails per Stud to Plate Connection � C O j P WINDOWS 10' -O 10 (2)2 X 6 4 4 i:iEs , r33 J�5 Perimeter Zone 8d Common 6"o.e, g z 2 z z z 2 2 2 ; � r' 12 (2)2X6 5 5 to z 2 2 2 2 2 2 2 11. Install steel strapping at all framing members as required.(See Details) Al windows specified as an egress window shall meet or exceed the requirements of the RSCNYS(Section 310): 12 z 2 z 2 2 z 2 2 Gable Wall Edge Zone 8d Common 4"o.c. Min. Opening Area=5.7 eq.ft. Notations: 12 14 2 2 2 2 2 2 2 3 m 12. Al top plates In wood frame walls shall be doubled and overap with Intersection walls If possible. Min. Opening Height=24" strapping t6 2 2 2 2 2 2 3 3 Pe 9 9 A. Number of 8d rna11t of each end of CEILING SHEATHING � Min. Opening Width=20" tg 2 2 2 z z 2 3 3 ' Fin ori006 13. Dimensional lumber to be DougFir#2 or better, Min,Fb�00, E=1.5 x 10 a B. Number of mill studs on the flat(does not apply ashore. A ( () Sill Height=44 Max AFF C. Number of full height king studs at each end of side header. Gypsum Wallboard Sal Coolers 7 Edge/10"Field e 2 2 2 2 2 2 2 x RaFEs9�o�' D. Number of 16d mda end nailed through o(tacent king stud to end of header WALL SHEATHING 1z 2 2 2 2 2 2 2 3 D G. NAME: 14. Laminated Veneer Lumber(L.VL)have a min.Fb a 2,850 and an E=1.5 x 10(e) DRYWALL NOTES at each Structural Panels 8d Common 6"Edge/12"Reld 16 14 2 2 2 z 2 3 3 3 DETAILS T 1 nl .Bathroom Walls CIPOIMIa E. Number of Jjack ffituds at each endaf headers(assume double headers) 16 2 2 2 2 2 3 3 4 15. All shims under cellar girders to be steel only. 1. Provide 1/2"mold$moisture resistant um board to all wails ceilings.Including all bathroom walls and ceilings F. Number of 16d niollwnd-nailed through odcent ack studs to end of sills at tg 2 2 2 z 3 3 4 4 9YPg 9 9 9 9 j ( ) Gypsum Wallboard 5d Coolers T Edge/10"Sold and any wet areas. All gypsum board shall receive one coat of tape and three coats of joint compound minimum. each side. (Does sat apply to owner) ao 2 2 2 2 3 3 a a & NOTES Baits b Wood wooFrad froing All walls ceilings and g=ledges to receive file or stone shall be set on 1/2"cement board. FLOOR SHEATHING(SubAoor) 10 2 2 2 2 3 3 3 4 1. All bolts In wood framing shall 1:1e standard machine baht w/standard malleable Iron washers or steel piste washers 12 z 2 2 2 3 3 a s rage Walls Centras Structural Panels 24 14 2 2 2 3 3 4 4 s DWG. NO.: 2. Steel plate washer tines shall be - follows: 2.Provide one loye 5r 8"Type-X gypsum board to all walss and ceilings of all attached garages and room enclosing 1"or Less 8d Common V Ed e/12'Sold 16 2 2 3 3 4 a s 6 9 9 9 9 g 1e 2 z 3 3 a s s 6 a.1/�'and 5/8"Dlam, b�alts-21/4",sq.x 5/16"' heat coquets equipment. Provide one layer 1/2"T e-X producingay yp gypsum board at all interior house walls common to 20 2 z 3 a a s 6 7 b.3/4"Diam,bolts 2 5/8"eq x 5/16". Greater than 1" 10d Common 6"Edge/6"Field i Prescriptive limits an based on assumptions in Table 3.5. garages. Provide one layer 5/8"Type-X gypsum board over al heat producing equipment In all unfinshed open "'P� its 3. Each bolt hole In wood shol be drill 1/16"larger than diameter of the bolt. = Tabulated framing toads and connection requirements shall be permitted to be multiplied by 0.92 for framing not located cellars. Note: Maximum wail height 11OA20 mph zone"Exposure B$.Spacing @ 16"o.c, within 9 feet ofcomem. 4. For all anchors,see typical de ta11s. Is 14 feet,see plan for additional specfieation If applicable. r Tabulated framing loads assume building located in Exposure B. PAGE 2 OF 3 .......... C\ .4i ;Ms 12'-6" p�r W� CIO 12"[)]am PC Post Footing is PC Poet Footing p 30•-0" H ( I 5/8"Anchor Bolte ( ( 32"O.C.Max x U I I 19 I I p I ► I a pu ( I 7'-2" 7%2„ �.-2 7, 2„ I 2 31/2 Steel Column ( N N ( N d I I (3)13/4 x 9114 LVL Girder I E- ( 24x24LIL=,- Concrete Column Ftg i x �w I © Provide Pocket in Conc. ( ( Wall For Bearn Bearing(Typ) I ( N � I I �-- 4"VIP. 0 � 8"Foal ed Conc. I I "Vli? =1"ViP Found.Wall I roof 4"VIP +� fi L -- -- - --"-- -- -- -- -- ..... _ _. v 2" .... .:.. .. o'+ver U �72" � W :(j W. Q / NVA12nd Floor ub 7 ..... 2" a" 2" Ne'fv2nd Floor Dath 2nd Floor Maeter Dath Foundatlon Flan 5-6„ 2'` 2 L.P.V KEGchenSini lot Floor 1/2 Dath Nem let.Floor 4„ o eN eptic System � z O Plumbing 1\i!5er Diagram > N.T.S. w a i� Cneulation � RIM Jolet � C520 Strap From Plate Under Sill and Nail to Top 0 2x45111 w 5/8"Anchor Bolt " w >- Treated 2 x 6 Sill Plate 0 Q A z Floor Joi t lrw�ulation w G d U Q A v Finleh Grade r SCALE: 1/4 1 Poured Concrete Foundation Wall h ; 4"PC Sia w/6x6 M ,k a IK Poured Conc.l=ooting '� ";;�► ��`��� °Trans-'� ,��� . #3 P.el�ar 1,-4" DWG, NAME: Foundation Wail Detail FOUNDATION 13aciement PLANS acale 1/2" = 1' DWG. NO.: Arrn2 PAGE 3 OF 6 I CT a* . Treated 5tairs and Rallings Rallings to be Constructed in Accordance with NY5 Buildirkj 30%0" Qp Code. Required Guards 5hall o 2 Treated 2 x 12 Hdr Not Allow the Passage of a Sphere of 4"Diam or GreaterW7 17'-71/2" r C� p 1� X N Over-Under H05 Holdown Z Over-Under HD5 Holdown 5ee Detail /int 5ee Detail j /1 r H Z Q 4 4 E IDW ; 7 v `-? 7 Op � Ove -Under HD5 Noldown Over-Under HD5 Holdown See etail g. 6„ See Detail z - - - - - - Bedroom 2 t.4, Bad U Kitchen cu cv 12'-3 5, 6 a 18'-4112" Dini€ng Room - ` CA C 3 tv T L Q ^0,. VI ) 1/2 Bath 0 u. X -14'-0" G Closet H 1 I.L N 'r L1 L 7'- 3/8" 0 Chimney �,, <>r( •' Chimney z 5 „ 4Pr • Fi Zj r , b �f (2)2 x 10 Hdr (2)2 x 8 Hdr Cioset 13/4 x 91 4 Mi ro rn Ridge <', f Iev Linen f 13 0 IJa :i'-31.2„ Yti c9 r Living Room , CI et zz aG v U_ 7X X 16"-5 VT Foyer N N 18'-51I8" � iv W F -0- Hio L Master Bedroom Bath F H Closet E Ove -Under HD5 Holdown 3 3 6 Over-Under HD5 Holdown U W See etall 5ee Detail 7 6L Q (� 3'-2 Over-Under H05 Holdown 6-2 718" Over-Under HD5 Holdown 5ee Detail g'-11/4" N 2 x 4 RR 7'-11" 5ee Detail 5'-6" _j 1A 27'-2 7/8" lot Floor Flan 30.0 2nd Floor Ilam 30'-0" O w rx Size Clear Header Window Type Width Helght Square Feet Opening 51ze** Notes 1 5lider 30 30 NA NA 2 Double Hung 20 50 NA NA (2) 2 x 6 3 Double Hung 30 46 NA NA (2) 2 x 10 0 4 Double Hung 28 46 NA NA (2) 2 x 10 LO ' N (,$) 5 Double Hung 30 30 NA NA (2) 2 x 10 6 Double Hung 20 30 NA NA (2) 2 x 6 Windows In Bathrooms are in Hazardous Glazing Location 5hall Comply with 8308.4 tto 9 a N 7 Double Hung 30 410 5.7 24 (2) 2x& Egress Window 0 � d z � "Saeed on Crestl€ne Vinyl Crest 200 Windows � A A z A '*All Headers to 112"CX Plywood Btwn Dimensional Pieces 'j A a x 51ze !Header SCALE: Door Type Width Helght Size* Material Notes 1/4 A Garage 80 70 (2)2 x 10 Steel B W 0 C Interior 28 68 (2)2 x 6 Steel 2 Hr Fire rated W1 Self Closer r�i D Interior 26 68 (2)2 x 6 Wood 18"x 18"louvered Grill E Exterior 28 68 (2)2 x 8 Insulated 5teel F Interior 20 68 (2)2 x 6 Wood r G Interior 28 68 (2)2 x 6 Wood 5ifolds °moos a H Interior 26 68 (2)2 x 6 Wood �� I Exterior 30 68 (2)2 x 8 lnsulated Steel 1 h J Interior 16 68 (2)2 x 6 WoodA�Q'PIES 0�~ a K Int 5liding 40 68 (2)2 x 6 Woo W NAME: L Int Sliding 46 68 (2)2 x 6 Woad M Int 5lid€ng 50 68 (2)2 x 6 Wood FLOOR *All Headers to 1/2"CX rlywoad Btwn Dimensional rieces PLANS DWG. NO.: IA . 3 PAGE 4 OF 6 TWO 2 X 4C\ TOP PLATES RAFTER 2X TOP PLATE'S OVERLAP AT A� NOTCHED CORNrR LOCKING WALLS CRIPPLE: TOGETHER RAKE Ridge STUDS WALL CONTINUE STUDS Strap 0 Each New Rafter E x Micro-Lam Ridge(ALIGNED (9m Detail) Asphalt 5hinole5 over 15#Felt WAILl"MD ST WITH over I/2"CDX Plywood Sheathing SPACING It EIELOW) over 2"x ro"R.R.016 O.C.. STUDS New Low Profile Provide Ice Dam 24"Wide from DOUrOLE 2X HEADER WITH CEILING Ridge Vent JOIST Roof Edge.l3ulld Gable Over 2 x12 me D PLYWOOFraming SPACER eETW`EE_N END RAF EER TRIMMER 1 12 STUD 4.15 KIN Gollar I ic 0 STUD Every Other Rafter R-21 Inewlation 00 NOTE z x(0 W W (0 Provides maximum nailing surface on interior and exterior 2X WALL STUDS walls. RAKE WALL DETAIL—PLATFORM Simpson"H2 at All FRAMING 51rnp5oti"H2 at All (2)2 x 4 Plate --(2}2x4 Plate New Rafters 2—X4 BEARING WALL—HEADER DETAIL TOP PLATE FRAMING DETAIL New Raf ter,_'� (see Detail) 2 x 4 Plate (See Detail) Asphalt5hlriole!5 over 15#Felt 1/2"Drywall over over 1/2"Cox Plywood sheathing 2 x 4 ftud,5 0 1611 O.C. over 2"x 4"R.R.0 16"O.C., Both Sides Provide Polymer Modified 5iturrien Ice Dam for Full Roof Section FIRST RAFTER Or PAIR NAILED 2 x 4 Plate- insulation3/4 Plywood 5u or 2 x 6 Ridge WI I'H TWO NAILS R21 insulation —"I If I 00d FOR r,RjoGE 2 x 4 Plate 16d FOR 2'RIDGE) 2 x,�5,Fj 71611 O.C' (2)2 x 65 Hdr 0 (2)2 x 4 Plate Full 2 x&Blocking C5 20 Coll Stra0 Each New Stud !SECOND New 51dirie over 1/2"Foam 15D p RAFTER R-3 over Tyvek over 1/2" 1/2"Drywall over (2)2 x 4 Plate to New Rim Joist.C5 20 Coil5trap < >� Or PA NAILEDIR Sheathing over 2"x 4"studs 2 x 8 FJ 016"O.C. New Rim Joist to Ex.2"x 4"Studs WITH ONE RaIIH05 to be Constructed in 016"'O.C.w/ New R-13 Insulation (See Detail) U"5irnpooti ONEE 10 AN0D • Accordance with NY5 Building FTA Floor Tic Anchors a5Shawn ON TOENAIL Code. Required Guards Shall Use C520 Strap 12"Min.up Stud 1/2"'Drywall over Not Allow the rmmqe of a Over Rim Joist Under 5111 and Wrap 2 x 4 Studs 0 1611 O.C. OR TIE Sphere of 4"Plam or Greater Over Top of Sill Both 51dC5 OR C New 112'Drywall FOUR 8 d AT 1/2"Anchor Dolt Use EACH RAFTER 3"Square Washers 3/4 Plywood Oubfloor ro"rerma-Ca5tColumn z < ROOF PEAK 2 x 4 Plate 2 x 10 FJ 0 16"O.C. Masonry Stoop 2 x&Di 0 161 z Treated 5/4 x 6Peck Boards Treated 1 1/2"Drywall 0 (2)2 x 12 Girder R-21 Insulation PLATE Treated 4 x 4 Past 2 x&FJ 0 16 O.C. TWO 16 d (3)13/4 x 91/4 Micro-Lam Hdr 51mp!!5on ABU Post 5a" Column to be 3"Diarn Steel ifl C} wl 5/8"Anchor Bolt b"PC Found.Wall 31/2"Steel Cc] AIN, IDE 12"Plam PC ro!5t Footlno i�wc STEEL 16d 12" O.G. >TO SPACER AT /0' STUD 12"Diarr1rCPost Footing _Ow Treated 2 x b Ledger 0 .6 WILL Lagged to Ex.Framing E 4"Corr,Slab Dowel Stoop into Foundation Wall 0 OOR t6 d >4 >0 STAGGERED #3 Rebar ;CLE XLATC -10d Olmp!5on"L5TA Ridge Asphalt Shingles over 15#poli' WALL 5t rap 0 Each New Rafter over 1/2"CDX Plywood5heai ilng ScGtjoti A-A STUD (See Detail) 13/4 x 91/4 Micro-Lam Ridge over 2"x ro"R.R.016 O.C.. Provide Ice[)am 24"Wide f mm New Low Frofile Roof Edge.Build Gable Over 2 x12 Ridge Vent Framing SOLE F 2 x 4 Collar-I ie 0 Every OtherRafter PARTITION TO WALL 0. CONNECTION 2/3 Height of CJ Wq to Ridge JL R-21 Insulation 2 x 4 Plate (2)2x4Plate 1/2"Prywall over 2 x ro CJ 0 1ro"O.C. A FILLER BLOCK 1/2"Drywall over 2 x 4 Studs 0 16"O.C. 1/2"Drywall over Both 5!dcc, d) 2 x 4 5tud5 016"O.C. CX14E is d both 51des TO FiLLER BLOCK m d05 20 Coil Strap 0 Each New Stud TO F ILLER 3/4 Plywood Suff(oar BLOC$< 2 x 4 Plate to New Rim Jolqt,C5 20 Coil Strap 2 x 4 Plate NewRlm Jol!5t to Ex.2"x 4"Studs (5ee Detail) Use 5imp5on FTA Floor Tic Anchors as Shawn z 0 (2)2 x 4 Platei 112'Drywall over (2)2 x 4 Plate ST 8 d 2 x b FJ 0 16"O.C. > STAGGERED VERT 1/2"Drywall over New 51dine over 1/2"Foam ISO io 2 x 4 Studs OD 16"O.C. R-3 oyerTyvek over 1/2" 5hcalne over 2"x 4etudo THRE E 1d New 1/2"Drywall 0) 'TO FILLER6O'lro"O.C.wthl New R-1131n5"ulation 100 TOE- 21 Iftulatiom to NAILED TO SOL R_ SOLE 314 Plywood Stbf loor 2 x 4 Plate Use C520 Strap 12"Min.up Stud Over Rim Jol!5t Under Sill and Wrap 5/&"Anchor bolt See Found.Plan far Spacing) Over Top of Sill (,3)13,4x9'(4Micro-Lam Hdr 0 z Z 2x 10 FJ 0161,O.C. STV0 A TO HAVE SAME NAILINGLT. TO FILLER BLOCK AS STUD8 3 1/2"Dram Steel Column SCALE: CORNER POST (TY17) l4" - 1' Of- 7'-Z' 7-2" 7'-2" 7%2" b"FcFout14 Wall CN WALL WOOD E3ACWER STRIP STUDS I X OR 1/2' PLYW00O3 NAILED IN PLACE BEFORE EXTERIOR SHE APPLIED 4"Conc Slab Ore 5cotion 1343 DW& NAME: #3 Rebar SECTIONS DWG. NO.: CORNER BLOCKING DETAIL INSULATED WALL DETAILS A � 4 PAGE OF ct /mom Y,00.,Y.001 1101 Oil III.IYI 001 ILL as 9.p'^,' ✓ TL " ggyy 000, It IT it 11 11 11 1 t Lill is 11, r ro Q- a.gs r✓r� it I I 11,111111,111 11 F-1 7177.1 Q light Elevation x Front Elevation w ° w n z w ITT"I Lli z {"£ a a w fit W p.' Ca C7 7100 Ill Ill 11 lilt] 11h HINI'llh?h 11 y ,. 0 � w a 2'-D° Lo ro� U! 4 Q w.= z A A W ,a A d at A 0 U SCALE: -- o " w w Left Elevation s� DOA kc4 NAME: F-1 ELEVATIONS Rear Elevation DWG. NO.: A .. 5 PAGE 6 OF 6