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HomeMy WebLinkAbout42951-Z ���SUFFoc�r oy� Town of Southold 9/25/2019 0 P.O.Box 1179 C* a. 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40723 Date: 9/25/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 32625 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 14.-2-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/23/2018 pursuant to which Building Permit No. 42951 dated 8/15/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, inlcuding roofed over deck area, deck repairs, and outdoor shower stall, to an existing 4 bedroom one family dwellingas s applied for. The certificate is issued to Orient Acres LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42951 4/19/2019 PLUMBERS CERTIFICATION DATED 9/13/2019 A NB d Piecuch ignature gra'' TOWN OF SOUTHOLD o�g�FFot,r�o . BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • SOUTHOLD, NY .hQl � dao BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42951 Date: 8/15/2018 Permission is hereby granted to: Orient Acres LLC 32625 Main Rd PO BOX 447 Orient, NY 11957 To: construct additions and alterations to existing single-family dwelling as applied for per Trustees approval. At premises located at: 32625 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 14.-2-25 Pursuant to application dated 7/23/2018 and approved by the Building Inspector. To expire on 2/14/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $690.40 DEMOLITION $103.50 CO -ADDITION TO DWELLING $50.00 Total: $843.90 B pector 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: ro lines,streets,and unusual natural or 1. Final survey of property with accurate location of all buildings,property topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic + features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 0 Z / /'K . New Construction: Old or Pre-existing Building: (check one) Location of Property: 32Cf/ Z �� ' � ��l �Hai let House No. Street Owner or Owners of Property: if L L- Suffolk County Tax Map No 1000,Section 14— Block d Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: ------------- Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: W(chlielcke) Fee Submitted:$ 7� pplicant Sature pF SOUp�®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ® ® �® roper.riche rKED-town.southoId.ny.us u r4 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Orient Acres LLC (Mallis) Address: 32625 Route 25 City. Orient St. New York Zip 11957 Building Permit#: 42951 Section: 14 Block. 2 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electric License No. 50592-ame SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat gas Duplec Recpt 11 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 2 Wall Fixtures Smoke Detectors 6 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors 3 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 2-20 Emergency Fixture Time Clocks Disconnect Switches 14 Twist Lock Exit Fixtures TVSS Other Equipment: 29-light fixtures, 5-bath fans Notes. Inspector Signature: _ Date: April 19 2019 81-Cert Electrical Compliance Form.xls ,\Qif so Town Hall Amnex, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q- Southold,NY 11971-0959 17 IX BUILDING DEPARTMENT [�k J TOWN OF SOUTHOLD SEP 1 3 2019 CERTIFICATION Date: qh.?Ili Ouilding Permit No. 4/2 67 5 Owner. &/);s (Please print) Plumber: rad Nie(vA (Please print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. - (Plumbers Signature) Sworn to before me this tl 441 day o&a"" 20 CGNME f).BUNCH Notary Public,�A476qILIV County Notary public,State of New York No.OIBU6185050 Qualified in Suffolk County Commission Expires Aorif 14, � i9d,,O 1 o��OE SO(/ryO # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: "4 QsfA 0 O-V �rVAVV *,AAA �� O V4e, DATE 10111-11061,8 INSPECTOR of sour # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECPON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION [ FRS /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ��Y jqy�,V v vfe&gvvc---- DATE INSPECTOR �oF sour # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [VI INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Q_ �oijlvp-"9, ' rp& y Iki - o fly✓' 3 n Wr) 4 e(w 6o L,� �olgt, DATEv INSPECTOR qa 9'5-1 A-- RCHITECT MARK SCHWARTZ &ASSOCIATES 28495 \kdn Rusin• PO Bw, 933•C.nichoauc, NY I Mo.) — _— 631.7'14.+It3.i I mkN,ilthilt Itun1 September 23,2019 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Mallis Residence 32625 Main Road Orient, New York To whom it may concern, I have been on site during the construction process to review the insulation,caulking and fire caulking installations. This work has been completed as per plans and meets or exceeds the NYS Code. Please call this office with any questions you may have. Sincerely, Mark Schwartz IT I u:� Jarski, John From: JNS-Office <office@jnsdevelopment.com> Sent: Thursday, November 1, 2018 2:38 PM To: Jarski, John Cc: Nick Zoumas Subject: 32625 Main Road John, Al Please see below for 32625 Main Road in Orient Point. Thank you. I'D i • :F• 1 / 1 i iiZi� � . COMMENTS FOUNDATION (IST) ------------------------------ 'FOUNDATION (2ND) "Id W14 II INSULATION • ENERGYSTATE . 1 *70 ARMERM 1 Rom Fla n _1, Now W- AmMarm, 1 j i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. - Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20-0 Single&Separate Truss Identification Form Storm-Water Assessment Form • Contact: Approved 5 • • •,M_0 Mail to: Disapproved a/c q �j[•� • Phone: 73 ( b J Expiration 120 B Spector 09120�15 APPLICATION FOR BUILDING PERMIT , UL 2 3 2018 Date ,-20 INSTRUCTIONS 1) G Di> ., Nr� t be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of p ans, accurate p of p an 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;pf Building Permit. d. Upon approval of this application,the Building Inspector will,issue 4 uildinkrP-r iiit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the wo .� , ,7, ;� � •, e.No building shall be occupied or used in whole or in part for, purpos6what's6 r:until the Building Inspector issues a Certificate of Occupancy. '3 f. Every building permit shall expire if the work authorized not omnie withi V months after the date of issuance or has not been completed within 18 months from such datrfaid-zonfng air dhgt'h other regulations affecting the ctor property have been enacted in the interim,the Building Inspema ,.a tt Pri2e,-irb&Vritiension of the permit for an addition six months. Thereafter,a new permit shall be required. . ,-: ' ' y .v •' _',4. � . APPLICATION IS HEREBY MADE to the-Building Departmefortheissuiibof a Building Permit pursuant to the z' •es =-�,r,',, Building Zone Ordinance of the Town of Southold, Suffolk County,New'Y*r ;�-4iW,giher applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,_housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect ngineer, general contractor, electrician,plumber or builder Name of owner of premises F-1),+ H A (L 1 S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lo ti of qd oa which propos d wow ill be done: House Number Street -` Hamlet County Tax Map No. 1000 Section • •� �� - Blocky°• ••� - �� Lot 215 Subdivision f Filed Map No. Lot 2. State existing use and occupancy of prem es intended use and occu y of proposed construction: a. Existing use and occupancy � � n O(,'� 'FAA . - b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition V Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specA nature and extent of each type of use. 7. Dimensions of existing structurf any: Fr nt Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear _�, G1 Height Number of Stibries 9. Size of lot: Front Rear / Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES excess fill be removed from premises? YESNO 14. Names of Owner of pre es IsI�S' Address Phone No. 0l.3 2 Name of Architect "-� • Address Phone No Name of Contractor + .Address Phone No. 15 a. Is this property within 100 feet o a tidal wetland or a freshwater wetland? *YES_.2(-_NO * IF YES, SOUTHOLD TOWN TRUSTEES'&D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOA * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SS. "lktz y- 9---�OLVAIL7" being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, Agent,'dorporat4 Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and fide this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of A() LLSl " _20 1 2) " TRACEY L. DWYER GR.0 NOTARY PUBLIC,STATE OF NE YOR Notary Puf3c NO OIDW6306 999 QUALIFIED IN SUFFOLK COUNTY Signa u licant COMMISSION EXPIRES JUNE 30,212a- BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK 0A PERMIT NO. 9230 DATE: MAY 16,2018 ISSUED TO: ORIENT ACRES, LLC c/o EVA MALLIS PROPERTY ADDRESS: 32625 MAIN ROAD, ORIENT SCTM# 1000-14-2-25 AUTHORIZATION Pursuant to the provisigns of'Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 16, 2018, and i psconsideration of application fee in the sum of$250.00 paid by Orient Acres,LLQ and subject to the Terms and ps Conditions as' stated in the Resolution,ion, the Southold Town Board oard of Trustees authorizes and permits the 5q: following: 31; Wetland Permit for the existing 3,456sq.ft. two-story dwelling with a 304sq.ft. front entry patio area, a 146sq.ft. garage roof extension, a 143sq.ft. master bedroom deck area, and a 198sq.ft. second floor deck; propose to construct a 285sq.ft. east side addition; construct a 146sq.ft. landward side addition; construct a 148s ft. front covered entry patio area; construct a 146sq.ft. garage front roof extension; construct a 235sq.ft. screened-porch on north side of dwelling; existing 1,248sq.ft. seaward side 5 deck area to be reduced in size to be an 858sq.ft. deck area (to be resurfaced) in order to accommodate additions; and construct a 328sq.ft. roof over seaward side deck area; and as depicted on'the site plan prepared by Mark Schwartz & Associates, dated March 9,2018, and,stamped approved on May 16, 2018. _0 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this. Ca Greg Williams Absent TERMS AND CONDITIONS The Permittee Orient Acres LLC c/o Eva Mallis, residing at 32625 Main Road, Orient, New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. j E S Q�` �� "., Michael J.Domino,President �� Town Hall Annex John M.Bredemeyer III,Vice-President A- ` ! 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone(631)765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES =' TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1607C Date: August 11,2019 s THIS CERTIFIES that the existing 3 45:6 ' :ft.two-sto• . dwelling,,with a 304s .ft. "fronVpa,patio"area!a 14,sq f Zargge,roof extens'i'on 'a 143sq ft.master bedtodm'd ck`Or and a Sm., L second floor,deck`�se to•constrilct a'285sa`.ft".easftW6 additioii;`:ctinstruct.a; 1469d`EUandward sideladditiori:dionstnict a'14$sq ft front rcovered enitry`l7atio area;-construct a 146sgft° a aaare.'front rabf ex'tension;_cc�nstruct>a235sy=ft.screeried'piirefi_on iorlh side°of e ilweiling?"sxistiri 1`:2 $sg ft-s vVard side-deekaiea"to,bexredUtdd ha size to-b `an'858sg:ft.:deck µ. area'(tdi be rksi facc� ,zin,ordcr to'gecommodate additions;_and consiml-a 328sa ft.�roiif over seaward side deck area; At 32625 MainRoad;;OrWit. Suffolk County Tax Map#1000-14-2-25 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 8, 2018 pursuant to which Trustees Wetland Permit#9230 Dated May 16,2018,was issued and conforms to all of the requirements and conditions of the ;k applicable provisions of law. The project for which this certificate is being issued is for the existin 3� 456sg ittvtiwo sliiiy duelling=i�ith a 304sq_f fight-cntiypatio area;a 14&gA. garage rd�e:koensign, a 143A fit, master'bedrocin�"deck area,_and.a 198sq:ft. second'floor deck;'tot ose ,to construct a 285sq,1t- east side addition eonstruct a 146sj.& landward,side addiiticiW doristruct. a`148sa ft_frarit=covered entry�iatio area; construct a 146sq ft garage front rod.extension; e_bnstruct a"23'Ssgff screened porcl on.north side of dwelling•exi"stin�1,248sq:ft:'seaward side. ,deck area to be reduced in size to be an 858sq ft deck area to be resurfaced)in order to - ',accommodate additions• and wnstruet a 328sq.lt,roof over,seaward sides deck a`r`ea. The certificate is issued to Orient Acres LLC clo Eva,Malli"s,owner of the aforesaid property. Authorized Signature �aq5 � Michael J.Domino,President � ���� Town Hall Annex John M.Bredemeyer III,Vice-President s 54375 Route P.O.Box 11799 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski - Telephone(681) 765-1892 g illiams Fax(631) 765-6641 G 4 2p�g BOARD OF TOWN TRUSTEES i TOWN OF SOUTHOLD -�� CERTIFICATE OF COMPLIANCE #,1606C Date: August 11, 2019 J THIS CERTIFIES that theEeAsfn&,3'xWwood_:walk.from.housbl de`ck.,;g it tiiri 16"A6? wood deck at top of Bluff virlt�i e�isti gAN 21 tieac�i sfdbwn,to a'6'x 12'"•lower waod�' .landing to 3"x8''stairs t i t»aoh;with%the�coriditior3'tbat. ii future replacement of emsfingAgif's. tothe beach lie•reiractatile. At 32625 Main Road, Orient = Suffolk County Tax Map#1000-14-2-25 Q Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 23, 2018 pursuant to which Trustees Wetland Permit#9277 and Coastal Erosion Permit#9277C Dated July 18, 2018,were issued and conforms to all of the c requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existigg 3'Xwood-walk-from-,house't© 3' deck- exrstin xi6''wooddeck-at top-6fbluf with.existin 4•'�c2-' beach stairs crowntci,a, a `6'xl2''lowerwood'landintgLo-�'x$''stair'stir'lie�cl;:°tivi`�h-the'coriditioii•that•any'£ut�ue topl'acenient-ofgexisting st irs,to-the'beach be retractable. The certificate is issued to Orient•Acres,LLC-cIo Bya:Mallis; LLC'Member owner of the aforesaid prgp'ea'ty:. Authorized Signature Scott A. Russell , STORNWATER SUPERVISOR MANAGEMENT ENT S0UM0LD TOWN HALL-P.O_Banc 1179 Mam Road-SOMMOM,MWYOPX UM - Town Of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET J U L 2 3 201 ( TO BE COMPLETED BY THE APPLICANT) DUES TMS PRS' IWOLVE ANY OF TBE FOIa.OwING: (CHECK ALL THAT APPLY) Yes No [A. Clearing, grubbing, grading or-stripping of land which affects more ^� than 5,000.square-feet of ground surf ace. ❑ Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area- Site preparation on slopes which exceed 10 feet vertical rise to 100 feet'of horizontal distance_ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal _ erosion hazard area. t ❑[] . Site preparation within the one-hundred-year floodplain as depicted - on-FiRM-Map -of any watercourse.-- OEM• Installation of new or resurfaced impervious surfaces of 1,000 square feet or more,'unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. Ii you answered NO to all of the question above,STOP! Complde the Applicant Wetin below with pour Name, Signature, Contact Information,Date & County Tat Map Number! Chapter 236 does not apply to you prayed. If you answered YES-to one or more of the above,please submit Two copies of a Starmwater Management Control Plan and a completed Check List Form to the Building DgwtSment with—pomr Building Permit Application. APPucANr: fPro�y owner nes ess:onal,Asan,Contractor,Othert S.C.T M_ $: 1000 Dam NAME C Z Block 3 YFOR BUILDJNG DEPARTMENT USE ONLY c«t�t)nrormatwrc ' Reviewed By: - - — — — — — — — — — — — — — — — — Date " z Propffty Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — r � VA ved for protusion Building Permit.�/ water Management Control Plan Not Required. O2 ( C n T water Management Control Plan u Required. - rd to Engineering Department for Review.) FORM Ir SMCP-TOS MAY 2014 -ILL2 APPLICANTQDe-sign S.C.T.M.# IOOO CHAPTER 236 (Property ownessio ,Agent,Contradm,or>,e<) � —�— ' Stormwater Management Control Plan CHECK LIST NAME: S C �,t/ Z Section Block Lot a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. ^ Drtffl Date: ? `� * The applicant must provide a Complete Explanation and/or Reason for not providing �� T.1,0— all Information that has been Required by the following Checklist! IgnaNre Num4r. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 0 b. Total Site Acreage. - - _ c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as requited by§236-1702). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. Q /V ,C/077 C✓ e. Limits of Clearing & Area of Proposed Land Disturbance. DRAINAGE INSPECTIONS ARE REQUIRED f. Existing& Proposed Contours of the Site (Minimum Z intervals) Contact TOS Engineering at 765-1560 before g. Location of all existing& proposed structures, roads, Backfill OR Provide Engineer's Certification driveways,sidewalks, drainage improvements& utilities. 1hat thgLdrainage- has been installed to h. Spot Grades & Finish Floor Elevations for all existing& �s N ` ad,� J proposed structures. I. Location of proposed Swimming Pool and discharge ring. d QO '. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area W. 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing Shall include but not be limited to: that the stormwater improvements are sized to capture,store,and infiltrate A well maintained Construction Entr on-site the run-off from all impervious surfaces generated by a two(2')inch Wire Backed Silt Fencing, stabilizatio rainfall/storm event. kf S-edina of exposed and/or inactive s 3. Details&Sectional Drawings for stormwater practices are required for approval. 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. .infiltration basins,swales,etc.) **** FOR ENGINEER DEPART ENT USE ONLY**** El Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: - - - - - - - - - - - - - - - - - - - - - - - - 1 Stormwater Management Control Plan is Complete. Date: ZZ—19 I SMCP has been approved by the Engineering Department. FORM * SWCP heck List-TOS MAY 2014 �— MHW MARK GEH BOUNDARY 5 020 oil 20" E 0� D� MHWEXIST REARjoo �Knn HAY BALE FOR HOU' J MARK DEGK w/ NEW GRANGE)PERMIT UBJEGT TC 0 >8o PORCH ROOF / PROP 285 SF ,n 10 EXTENSION `o* PROP 146 SF 55 EXTENSION EXIST ROCK 8 PROP 235 5F � / REVETMENT ,� SGREENED IN �ry PORGH Vl :� EXIST 2-5TORY / RESIDENGE i PROPOSED 8'4) x 3' DEEP DRY WELL / HAY BALE FOR AREA OF EXIST O HOUSE PERMIT X 3 SEPTIG 5Y5TEM (SUBJECT TO ' GHAN6E) -- -----_moo--�-- -.-- -- - - ----- - ---- - - - -� o EXIST ROCK �cU REVETMENT / r N 0 GEH (VACANT) (VACANT) � BOUNDARY O O (VACANT) _ BIGHT SUBD (SUFFOLK COUNTY TA f=R®f;l®5ED BITE FLAN SCALE. 1" = 50'-0" SQUARE FOOTAGE DATA: ITE AREA: a.g331 AG EXIST FIRST FLOOR: D OF GEHA: 1.1146 AG EXIST 5EGOND FLOOR: LE LANDS: 8.7585 AG EXISTING LARGE REAR DEGK: EXISTING SMALL,REAR DEGK: BLE BUILD; AREA: 8.-W5 AG x 0.40 = 5.5054 AG EXISTING FRON' >RCH: .N SPADE: 8.-W5 AG x 0.60 = 5.2551 AG - EXISTING 5EG01�� rLOOR DELI . __ = /' I=XIC�TIN(--7 r,nvFRFr) ONY Q GA EXI5TING'DRIVEHAY Q fv 0 _ NO6010, 0011 E _._. . I` 2.35 N � � U N � M ,i::: OKULA (HOUSE) , DRAINAGE INSPECTIONS ARE REQUIRE6 0 765-156 at 0 before Contact TOS Engineering N Backfill, OR Provide Engineer's Certification o that the drainage has been installed to Code. °' .j U. 'Con o 'J 0 EROSION &SEDIMENT CONTROLS p Shall include but not be limited to: 00� � - - -`--`- - - - - - -A well-maintained Construction-Entrance, Wire Backed Silt Fencing, stabilization & q c 'o �N�G�M�NT 1��T�411�5 Seeding of exposed and/or inactive soils. ,r, U m T � � . N.T.5. N o W APPROVAL OF STORMWATER MANAGEMENT CONTROL PLAN -To Code 2 Date: -26 06EE GUTTER - 5TAND/�RD E APProved by: t NOTES: W I. EXECUTION: [� a. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HA BEEN PROPERLY PRESERVED. UO 2. PREPARATION: U') a. GLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. b. PREPARE SURFACES USING METHODS REGOMMENDED BY THE DRY HELL5 TO BE 10' MIN. MANUFACTURER FOR AGHIEVIN6 THE BEST RESULTS FOR AWAY FROM HOUSE SUBSTRATE UNDER THE PROJECT CONDITIONS. c. PAINT CONGEALED METAL SURFACES $ SURFACES IN CONTACT WITH 01551MILAR METALS WITH PROTECTIVE BACKING PAINT, 5. INSTALLATION: Ul) A: 666 5.F. a. PERFORM WORK IN ACCORDANCE HITH THE GDA HANDBOOK THE DRAWINGS. b. GUTTER TO BE PITCHED TOWARO5 LEADER I" to 2" FOR LG: 666 SFX .16`f = 112 GF EVERY 40' OF RUN. 4S?,ED AA G. SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. C DRYWELL (126.66 G.F. EA) d. GOPPER/LEAD: FLASH $ SOLDER GUTTERS TO DOHN5P \5 IN $ ACCESSORIES. yfL %PAGITY: 126.66 G.F. e. ALUMINUM: RIVET $ GAULK WITH A BUTYL SEALANT 5LI 7 JOINT GONNEGTOR5. * N E CONNECT DOHN5POUT5 TO STORM 5EHER SYSTEM AS INDICATED, SEAL CONNECTION WATERTIGHT. 4. PROTECTION: 9�1$1� 2339 �(0 DRAWN: VC/MS a. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF SCALE: PROJECT. JOB#: b. TOUGH-UP, REPAIR or REPLACE DAMAGED PROOUGT5 BEFORE July 8th,2018 SUBSTANTIAL COMPLETION. SHEET NUMBER: S- 1 PERMIT SET - 03/09/2018 (UPDATE 07/08/2018)_ F�pI�C BUILDING DEPARTMENT- Electrical Inspector 0`9 ¢rye TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 X410 �aTelephone (631) 765-1802 - FAX (631) 765-9502 roger.richertft-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: V�Vr► cNv c.G Date: / lQ Company Name: a Name: License No.: ern;;] Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name:-12 d © C' Address: ro 5" Yi Cross Street: Phone No.: BIdg.Permit#: 1, q email: Tax Map District: 1000 Section: )L Block: �- Lot: BRIEF DESCRIPTION OF W K (Please Print Clearly) Q_P_1a1 Cex b ��i1 Circle A haNpp y= Is job ready for inspection?: YES O Rough In Final Do you need a Temp Certificate?: YE_'(/ O Issued On e` mation: (All information required) Service Size Ph Size: A New Service- Fir c - Flood Reconnec - econnected - Underground-Overhead erground Laterals 1 2 H Frame Pole Work done on Se Y N Additional Information: PAYMENT DUE WITH APPLICATION �C_- 82-Request for Inspection ForinAs �Qgut;FULk�, Town Hail Annex hQ , Telephone(631-1802 54375 Main Road Fax(631)734-9502 P_O.Box 1179 12 Southold, NY 11971-0959 BUILDING DEPAKirmIE T NOTICE OF UTILIZATION'.CSRUZUSS „E . TRU'CTCON PRE-ENGINEERED W00f) CWSTRUCTION AN k BER C 9STRUCTION Date: Owner.. gV( r f Location of Property: 2 Please take notice that the(check aline � AW New residential�ttC�km s' A"tion to e)as0i1�t +dentlal strut i,�e S -._..lo._ Rehabilita#lon ta ap,42M- ii9-ro4der" shxMXu ^ to be constructed or performed at MA' •(�I(V�y" - above will utilize (check applicable line): 's f r - Truss type conStiUCbL -'4.v: •a r._ r Pm-engineered wi " chi i Y, Timber constructik3A 1ff`l�� in the following location(s)(check applicable fine): Floor framing,ndttdi i0fdbM. (F).. Floor and reof.firar�ng(FRS Signature: Flame (pefsdn.srnittirtg ttup fc�iml: Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 9�� 61k6ad r Air Conditioners ' Air RA16 Series 1 1 . The new.degree of comfort:" Rheem Classic' Series SEP 10 2019 ~ M ` Air Conditioners 1'T _.- .... -.~•• �> Ifd' w' c ..,�.�W1' { 0./a✓':'L,"�..!•J `"�',1 y, RA16 Series ==7 Efficienciesupto 16 SEER/13 EER -_ Nominal Sizes 11/2 to 5 Ton [5.28 to 17.6 kW] Cooling Capacities 17.3 to 60.5 kBTU m [5.7 to 17.7 kW] LISTED D` "Proper siring and installation of equipment is critical to achieve optimal performance.Split system air conditioners and heat pumps must he matched with appropriate cod components to meet Energy Star. Ask your Contractor for details or visit www.energystargov." • New composite base pan—dampens sound,captures louver • Diagnostic service window with two-fastener opening— panels,eliminates corrosion and reduces number of fasteners provides access to the high and low pressure. needed • External gauge port access—allows easy connection of • Powder coat paint system—for a long lasting professional finish "low-loss"gauge ports • Scroll compressor—uses 70%fewer moving parts for higher • Single-row condenser coil—makes unit lighter and allows efficiency and Increased reliability thorough coil cleaning to maintain"out of the box" • Modern cabinet aesthetics—Increased curb appeal with visu- performance ally appealing design • 35%fewer cabinet fasteners and fastener-free base—allow • Curved louver panels—provide ultimate coil protection, for faster access to internal components and hassle-free enhance cabinet strength, and increased cabinet rigidity panel removal • Optimized fan orifice—optimizes airflow and reduces unit • Service trays—hold fasteners or caps during service calls sound • QR code—provides technical Information on demand for • Rust resistant screws—confirmed through 1500-hour salt faster service calls spray testing • Fan motor harness with extra long wires allows unit top to be • PlusOneTM Expanded Valve Space—3"4"-5"service valve removed without disconnecting fan wire. space—provides a minimum working area of 27-square inches for easier access • PlusOneTM Triple Service Access—15"wide, industry lead- ing corner service access—makes repairs easier and faster. The two fastener removable corner allows optimal access to internal unit components. Individual louver panels come out once fastener is removed,for faster coil cleaning and easier cabinet reassembly INTEGRATED HOME COMFORT FORM NO A11-222 REV 4 L , z Air Table of Contents �i RA16 Series TABLE OF CONTENTS StandardFeature.. ...................................................................................................3 AvailableSKUs ..................... ...............................................................................3 Features&Benefits ... ............................... .. ....... ..............................................4-5 Model Number Identification ......................... ......................................................6-7 General Data/Electrical Data.. ................................................................................8 Accessories ..................... ......................................................................................9 WeightedSound Power..... ......................................................................................9 Thermostats..................... . ..................................................... ...............................9 UnitDimensions......................................................................................................10 Clearances.................................................. ...........................................................11 WiringDiagrams ....................................................................................................12 Application Guidelines............................................................................................12 Refrigerant Line Size Information......................................................................13-14 Performance Data ... ........................................................................................15-43 Guide Specifications ..............................................................................................44 LimitedWarranty ...................................... ...........................................................45 COMFORT2 INTEGRATED-HOME Standard Feature/Available SKUs r 0 Air RA16 Series 1 Standard Feature Table STANDARD FEATURES Feature 18 24 30 36 42 48 60 R-410a Refrigerant J J J J J J J Maximum SEER 16 16 16 16 16 16 16 Maximum EER 13 13 ' 13 13 13 13 13 Scroll Compressor J ✓ ✓ J ✓ J J Field Installed Filter Drier ✓ J ✓ J J J ✓ Front Seating Service Valves J J ✓ J J J J Internal Pressure Relief Valve J ✓ J J J J J Internal Thermal Overload J J J ✓ J J J Long Line capability J J J'� J J J J Low Ambient capability with Kit J J J J J J J 3-4-5 Expanded Valve Space ✓ J ✓ J ✓ J J Composite Basepan J J J J ✓ J J 2 Screw Control Box Access J J J J ✓ ✓ J 15"Access to Internal Components ✓ J J' J ✓ ✓ J Quick release louver panel design J J J . J ✓ ✓ ✓ No fasteners to remove along bottom . J J J J "✓ ✓ J Optimized Venturi Airflow J J J J J ✓ J Single row condenser coil J J ✓ ✓ ✓ J J Powder coated paint J J J J J ✓ J Rust resistant screws ✓ J J J ✓ J ✓ OR code J J J J ✓ ✓ J External gauge ports ✓ J ✓ J J ✓ J Service trays J J J - ✓ J ✓ J ✓=Standard Available SKUs Available Models Description RA1618AJl NA Classic®Series 1 1/2 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1624AJl NA Classic"Series 2 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1630AJl NA Classic®Series 2 1/2 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1636BJl NA Classic"Series 3 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1642AJlNA Classic°Series 3 1/2 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1648AJl NA Classic'Series 4 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1660AJl NA Classic'Series 5 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1618AJl NB Classic"Series 11/2 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1624AJl NB Classic°Series 2 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1630AJl NB Classic®Series 21/2 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1636BJl NB Classic°Series 3 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1642AJl NB Classic®Series 3 1/2 ton 16 SEER Single-Stage Air Conditioner wl High/Low Pressure-208/230/1/60 RA1648AJl NB Classic'Series 4 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1660AJl NB Classic"Series 5 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1636BCl NB Classic'Series 3 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/3/60 RA1642ACI NB Classic"Series 3 1/2 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/3/60 RA1648ACl NB Classic"Series 4 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/3/60 RA1660ACl NB Classic°Series 5 ton 16 SEER Single-Stage AIr Conditioner w/High/Low Pressure-208/230/3/60 COMFORTE-00D INTEGRATED HOME } --on Air Features&Benefits D RA16 Series - Introduction to RA16 Air Conditioner The RA16 is our 16 SEER air conditioner and is part of the Rheem air conditioner product line that extends from 13 to 20 SEER.This highly featured and reliable air conditioner is iz ._ designed for years of reliable,efficient operation when matched with Rheem indoor aluminum evaporator cods and furnaces or < air handler units with aluminum evaporators. Our unique composite base( 1❑)reduces sound emission, elimi- nates rattles,significantly reduces fasteners,eliminates corro- If in the rare event,greater access is needed to internal compo- sion and has integrated brass compressor attachment inserts nents,such as the compressor,the entire corner of the unit can 0).Furthermore it has incorporated into the design,water be removed along with the top cover assembly to have unprece- management features, means for hand placement(❑s )for unit dented access to interior of the unit(R).Extra wire length is maneuvering,screw trays ED and inserts for lifting off unit incorporated into each outdoor fan and compressor so top pad. (❑s ) cover and control panel can be positioned next to the unit.With minimal effort the plug can be removed from the compressor 0 and the outdoor fan wires can be removed from the capacitor to ' allow even more uncluttered access to the interior of the unit(EN). Outdoor coil heights range from as short as 27"to 48",aiding access to the compressor.Disassembly to-this degree and com- plete reassembly only takes a first time service technician less ®. z _ • than 10 minutes. (1s) 16,, 18. Service Valves(©)are rigidly mounted in the composite base with 3" between suction and discharge valves,4" clearance below service valves and a minimum of 5" above the service valves,creating industry leading installation ease.The minimum 27 square-inches around the service valves allows ample room to remove service valve Schrader prior to brazing,plenty of clearance for easy brazing of the suction and discharge lines to service valve outlets,easy access and hookup of low loss refrig- All units utilize strong formed louver panels which provide indus- erant gauges(F71),and access to the service valve caps for try leading coil protection.Louver removal for coil cleaning is opening.For applications with long-line lengths up to 250 feet accomplished by removing one screw and lifting the panel out of total equivalent length,up to 200 feet condenser above evapora- the composite base pan. (U)All RA16 units utilize single row tor,or up to 80 feet evaporator above condenser,the long-line coils(is)making cleaning easy and complete,restoring the instructions in the installation manual should be followed. performance of the air conditioner back to out of the box perfor- mance levels year after year. 11 17 *' 10 9 Controls are accessed from the corner of the unit by removing only two fasteners from the control access cover,revealing the The outdoor fan motor has sleeve bearings and is inherently industry's largest nt wide and hi tall control area(®).With all protected.The motor is totally enclosed for maximum protection this room in the control area the high voltage electrical whip bot- from weather,dust and corrosion.Access to the outdoor fan is can easily be inserted through the right size directly to c in the bot- made by removing four fasteners from the fan grille.The outdoor tom of the control area.Routing it leads directly s contractor fan can be removed from the fan grille by removing 4 fasteners lugs for connection.Thelow voltage control wires(10)are easily in the rare case outdoor fan motor fails. connected to units low voltage wiring.If contactor or capacitor (Fl 1)needs to be replaced there is,more than adequate space to Each cabinet has optimized composite(1s)fan orifice assuring make the repair.Furthermore, if high pressure and low pressure efficient and quiet airflow. model was not purchased but is desired to be'installed in the field,the service window(1z)can be removed by removing two screws,to access the high and low side Schrader fittings for easy field installation.The entire corner can be removed providing ultimate access to install the high and low pressure switch.(H) Features&Benefits 0 Air I PA16 Series The entire cabinet has powder post paint(20)achieving 1000 Optional Accessories hour salt spray rating, allowing the cabinet to retain its aesthetics (Refer to accessory chart for model#) throughout its life. Compressor Crankcase Heater j..24 Protects against refrigerant migration that can occur during low ambient operation Compressor Sound Cover •.Reinforced vinyl compressor cover containing a 11/2 inch thick batt of fiberglass insulation 22 • Open edges are sealed with a one-inch wide hook and loop fastening tape Compressor Hard Start Kit Scroll compressors with standard internal pressure relief and •Single-phase'units are equipped with a PSC compressor internal thermal overload are used on all capacities assuring motor,this type of motor normally does not need a potential longevity of high efficient and quiet operation for the life of the relay and start capacitor product. •Kit may be required to increase the compressor starting Each unit is shipped with filter drier for field installation and will torque,in conditions such as low voltage trap any moisture or dirt that could contaminate the refrigerant Low Ambient Kit system. •Air conditioners operate satisfactorily in the cooling mode down to 55°F outdoor air temperature without any additional 2s controls •This Kit can be added in the field enabling unit to operate properly down to 0°in the cooling mode •Crankcase heater and freezestat should be installed on com- pressors equipped with a low ambient kit 3"/6"/12" All cabinets have industry leading structural strength due to the • Gray high density polyethylene feet are available to raise unit composite base pan(21),interlocking corner post(22) formed off of mounting surface away from moisture curved louver panels(23)and drawn top cover(2a)making it Low Pressure the most durable cabinet on the market today. •Can be added in field enabling the unit to shut off compressor Each RAI 6 capacity has undergone rigorous psychometric test= on loss of charge ing to assure performance ratings of capacity,SEER NOTE:Unit can be purchased with high and low pressure and EER per AHRI Standard 210/240 rating condi- c �l: us installed at factory.(Refer to SKU list) tions.Also each unit bears the UL mark and each unit LISTED / is,certified to UL 1995 safety standards. High Pressure •Can be added in field enabling unit to shut off compressor if Each unit has undergone specific strain and modal testing to unit loses outdoor fan operation. assure tubing @0 is outside the units natural frequency and that the suction and discharge lines connected to the compressor NOTE:Unit can be purchased with high and low pressure withstand any starting,steady state operation or shut down installed at factory.(Refer to SKU list) forces imposed by the compressor. Decorative Top All units have been sound tested in sound chamber to AHRI 270 • Can be installed on fan grille rating conditions, and A-weighted Sound Power Level tables produced,assuring units have acceptable noise qualities(see page 8).Each unit has been ran in cooling operation at 95°F and 82°F and sound ratings for the RAI 6 range from as low as 70.7 dBA to 76.6 dBA. All units have been ship tested to assure units meet stringent over the road"shipping conditions. As manufactured all units in the RAI 6 family have cooling capa- bility to 55°F.Addition of low ambient control will allow the unit to operate down to WE Factory testing is performed on each unit.All component parts meet well defined specification and continually go through receiving inspections. Each component installed on a unit is scanned, assuring correct component uti- lization for a given unit capacity and voltage.All condenser coils are leak tested with pressurization test to 550#'s and once installed and assembled, each units'complete refrigerant system is helium leak tested.All units are fully charged from the factory for up to 15 feet of piping.All units are factory run tested. The RAI 6 has a 10-year conditional compressor and parts war- ' ranty(registration required). Air Conditioners JLb R A 16 24 A J 1 N A * D Brand Product SEER Capacity Major Series* Voltage Type Controls Minor Series** Option D CL Category BTU/HR CodeN 2D Rheem A-Air Conditioners 13 - 13 SEER 18-18,000 [5.28 kW] A- 1st Design J -1 ph, 208-230/60 1 -Single-stage C-Communicating A-1st Design N/A z7D E 14- 14 SEER 24-24,000 [7.03 kW] B-2nd Design C-3ph, 208-230/60 2-Two-stage N -Non-Communicating 16 - 16 SEER 30-30,000 [8.79 kW] V- Inverter 17-17 SEER 36-36,000 [10.55 kW] 20-20 SEER 42-42,000 [12.31 kW] w 48-48,000 [14.07 kW] 60-60,000 [17.58 kW] Heat Nrfips(For Rlefbrence) R P 14 24 A J 1 N A Brand Product SEER Capacity Major Series* Voltage Type Controls Minor Series** Option Category BTU/HR Code Rheem P-Heat Pump 13-13 SEER 18-18,000 [5 28 kW] A-1 st Design J-1 ph,208-230/60 1-Single-stage C-Communicating A-1 st Design N/A 14-14 SEER 24-24,000 [7.03 kW] C-3ph,208-230/60 2-Two-stage N-Non-Communicating 15-15 SEER 30-30,000 [8 79 kW] D-3ph,460/60 V-Inverter 17-17 SEER 36-36,000[10.55 kW] P-Piston 20-20 SEER 42-42,000 112.31 kW] 48-48,000[14 07 kW] 60-60,000[17.58 kW] Furnace COOS(For Rof6rence) R C F 24 17 S T A M C A Brand Product Type Capacity Width Efficiency Metering Major Orientation Casing Minor Series** Option Category BTU/HR Device Series* Code Rheem C-Evap Coil F-Furn Coil 24-24,000 [7 03 kW] 14-14" S-Standard Eff. T-TXV A-1 st Design M-Multipoise C-Cased A-1st Design N/A H-Air-Handler 36-36,000[10 55 kW] 17-17 5" M-Mid Eff E-EEV V-Vertical only/ U-Uncased Coil 48-48,000[14.07 kW] 21 -21" H-High Eff P-Piston convertible 60-60,000[17 58 kW] 24-24 5" H-Ded Horizontal only [ ]Designates Metric Conversions 91% Reference) R 96 V A 70 2 3 17 M S A Brand Series Motor Major Rev Input Stages Air Flow Cabinet Configuration Nox Minor Rev BTU/HR Width Rheem 90-90 AFUE V-Variable speed A-1st Design 040- 42,000[12.31 kW] 1 Single-stage 3-up to 3 ton 14-14" M-Multi X-Low Nox A-1st Design 92-92 AFUE T-Constant 060- 56,000[16 41 kW] 2 -Two-stage 5-3 1/2 up to 5 ton 17-17 5" S-Standard 95-95 AFUE Torque 070- 70,000[20 51 kW] M-Modulating 21 -21" 96-96 AFUE (X-13) 085- 84,000[24 62 kW] 24-24 5" 97-97 AFUE P-PSC 100- 98,000[28 72 kW] 115-112,000[32 82 kW] : 1 ' .. R 80 2 V A 075 3 17 M S A Brand Series Stages Motor Major Rev Input Air Flow Cabinet Configuration Nox Minor Rev BTU/HR - -Width Rheem 80-80+AFUE 1 Single-stage V-Variable speed A-1st Design 050- 50,000[15 kW] 3-up to 3 ton 14-14" M-Multi X-Low Nox A-1 st Design 2 Two-stage T-Constant Torque(X-13) 075- 75,000[22 kW] 4-2 1/2 to 4 ton 17-17.5" D -Down S-Standard P-PSC premium 100-100,000[29 kW] 5-3 1/2 up to 5 ton 21-21" Z -Down& S-PSC standard 125-125,000[37 kW] 24-24 5" zero clearance 150-150,000[44 kW] down flow z. Air r Reference) R H 1 T 36 17 S T A N A A 000 Brand Product Stages of Motor Type Capacity Width Coil Size Metering Major Controls Voltage Minor Factory Heat Option Category Airflow BTU/HR Device Series* Series** Cap Code • Rheem H-Air 1 -Single-Stage V-Variable 24-24,000 [7.03 kW] 14-14" S-Standard T-TEV A-1 st Design C-Communicating A-1 ph,115/60 A-1 st Design 00-no *TBD Handler 2-Two-Stage Speed 36-36,000[10 55 kW] 17-17 5" Eff E-EEV N-Non-comm J -1 ph,208-240/60 factory heat M-Modulating T-Constant 48-48,000[14.07 kW] 21 -21" M-Mid Eff P-Piston D-3ph,480/60 with option Torque 60-60,000[17 58 kW] 24-24 5" H-High Eff. code P-PSC [ ]Designates Metric Conversions JL6 D Do 1 a M m En Z W � 6 3 N Cr (D _ a (D - 7 n N O _ 7 General Data/Electrical Data Air RA16 Series Physical Data PHYSICAL DATA Model No. RA1618A RA1624A RA1630A RA1636B RA1642A RA1648A RA1660A Nominal Tonnage 1 5 20 2.5 30 3.5 4.0 5.0 Valve Connections Liquid Line 0 D —in 3/8 3/8 3/8 3/8 3/8 3/8 3/8 Suction Line 0 D.—in. 3/4 3/4 3/4 3/4 7/8 7/8 7/8 Refrigerant(R41 OA)furnished oz.' 82 87 113 108 150 174 201 Compressor Type Scroll Outdoor Coil Net face area—Outer Coil 121 14.8 162 1729 24.2 28.3 323 Net face area—Inner Coil — — — — — — — Tube diameter—in 3/8 3/8 3/8 3/8 3/8 3/8 3/8 Number of rows 1 1 1 1 1 1 1 Fins per inch 22 22 22 22 22 22 22 Outdoor Fan Diameter—in. 20 24 26 24 26 26 26 Number of blades 3 2 3 3 3 3 3 Motor hp 1/8 1/6 1/5 1/6 1/3 1/3 1/3 CFM 2405 2850 3915 3300 4450 4660 4775 RPM 1095 851 710 825 829 828 795 watts 155 147 102 167 193 198 239 Shipping weight—lbs. 147 149 159 199 212 232 247 Operating weight—lbs. 140 142 152 192 205 225 240 Electrical Data Line Voltage Data(Volts-Phase-Hz) 208/230-1-60 208/230-1-60 208/230-1-60 208/230-1-60 208/230-1-60 208/230-1-60 208/230-1-60 Maximum overcurrent protection(amps)2 20 20 30 35 40 40 50 Minimum circuit ampacity3 12 14 18 21 25 25 34 Compressor Rated load amps 9 10.3 128 154 16.7 17 23 7 Locked rotor amps 475 61 6 673 839 109 123 9 1525 Condenser Fan Motor Full load amps 07 0.6 1.4 0.8 3 5 53 3.5 Locked rotor amps 13 1 5 2.3 1.5 — 2.3 — Line Voltage Data(Volts-Phase-Hz) — — — 208/230-3-60 208/230-3-60 208/230-3-60 208/230-3-60 Maximum overcurrent protection(amps)2 — — — 20 25 30 35 Minimum circuit ampactty3 — — — 14 18 21 24 Compressor Rated load amps — — — 10.4 11.2 13 6 159 Locked rotor amps — — — 73 88 83 1 110 Condenser Fan Motor Full load amps — — — 0.8 3.5 3 5 35 Locked rotor amps — — — 15 — 23 — 'Refrigerant charge sufficient for 15 ft.length of refrigerant lines.For longer line set requirements see the installation instructions for information about set length and additional refrigerant charge required. IHACR type circuit breaker of fuse. 3Refer to National Electrical Code manual to determine wire,fuse and disconnect size requirements tAccessories/Weighted Sound Power/Thermostats aAir RA16 Series Accessories Model No. RA1618 RA1624 RA1630 RA1636 RA1642 RA1648 RA1660 Compressor crankcase heater* 44-17402-44 44-17402-44 44-17402-44 44-17402-44 44-17402-45 44-17402-45 44-17402-45 Low ambient control RXAD-A08 RXAD-A08 RXAD-A08 RXAD-AO8 RXAD-A08 RXAD-A08 RXAD-A08 Freeze Stat 50313 50313 50313 50313 50313 50313 50313 Compressor sound cover 68-23427-26 68-23427-26 68-23427-26 68-23427-26 68-23427-25 68-23427-25 68-23427-25 Compressor hard start kit SK-A1 SK-A1 SK-A1 SK-A1 SK-A1 SK-A1 SK-A1 Low pressure control RXAC-A07 RXAC-A07 RXAC-A07 RXAC-A07 RXAC-A07 RXAC-A07 RXAC-A07 High pressure control RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A07 Heat pump Riser 6in 686020 686020 686020 686020 686020 686020 686020 Liquid Line Solenoid Solenoid Valve 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD3T3TVLC 200RD3T3TVLC (24 VAC,50/60 Hz) Solenoid Coil 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V Liquid Line Solenoid Solenoid Valve 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD3T3TVLC 200RD3T3TVLC (120/240 VAC,50/60 Hz) Solenoid Coil 61-AMG120/240V 61-AMG120/240V 61-AMG120/240V 61-AMG120/240V 61-AMG120/240V 61-AMG120/240V 61-AMG120/240V Classic Top Cap w/Label 91-101123-21 91-101123-21 91-101123-21 91-101123-21 91-101123-21 91-101123-21 91-101123-21 'Crankcase Heater recommended with Low Ambient Kit. Weighted Sound Power Level (dBA) Unit Size-Voltage,Series Standard TYPICAL OCTAVE BAND SPECTRUM(dBA without tone adjustment) Rating(dBA) 125 250 500 1000 2000 4000 8000 RA1618A 766 534 60 65.7 66.3 64.2 588 526 RA1624A 755 49.9 58.4 614 64.1 61 6 57.3 50.8 RA1630A 743 48 4 574 62 6 64.5 615 56.5 51 5 RA1636B 75 516 58.7 63.1 66.1 62.3 59 55.7 RA1642A 707 475 51 60.2 60.7 59.7 53.6 50.4 RA1648A 743 51 2 56.1 64.5 65.6 60.7 56.6 52 6 RA1660A 74.6 50.1 55.1 65 6 64.8 63.2 574 564 NOTE Tested in accordance with AHRI Standard 270-08(not listed in AHRI) Thermostats 200-Series Programmable �a i 300-Series* 500-Series Deluxe ' ` Communicating/ i, ProgrammableProgrammable 400-Series* ' Special Applications/ c Nte Programmable Brand Descriptor Series System Type (3 Characters) (3 Characters) (2 Characters) (2 Characters) RHC TST 213 UN MS 200=Programmable =Gas/Electnc 300=Deluxe Programmable GEGE=Um/Elecemal(ACNP/GE) RHC=Rheem TST=Thermostat 400=Spenal Applications/ MD=Modulating Furnace SS=Single-Stage Programmable DF-Dual Fuel MS=Mulls-Stage 500=Communicating/ CWCommunicaung Programmable *Photos are representative Actual models may vary. For detailed thermostat match-up informatlon, see specification sheet form number T11-001 COMFORT Unit Dimensions Air RA16 Series Unit Dimensions OPERATING SHIPPING MODEL H(Height) L(Length) W(Width) H(Height) L(Length) W(Width) NO. INCHES mm INCHES mm INCHES mm INCHES mm INCHES mm INCHES mm RA1618A 27 685 2975 755 2975 755 27 375 695 32.25 819 32.25 819 RA1624A 27 685 3375 857 3375 857 27 375 695 3625 921 36.25 921 RA1630A 27 685 35.75 908 35.75 908 27 375 695 3825 972 38.25 972 RA16368 31 787 33.75 857 3375 857 31.375 797 36.25 921 36.25 921 RA1642A 39 990 35.75 908 35.75 908 39.375 1000 3825 972 38.25 972 RA1648A 45 1143 35.75 908 35.75 908 45 375 1153 38.25 972 38.25 972 RA1660A 51 1295 3575 908 35.75 908 51 375 1305 3825 972 38.25 972 ALLOW 60"[1524 mm] OF CLEARANCE A t ' - R W D 1 5 ' C H A L R I G E m H � - SERVICE PANELS/ INLET CONNECTIONS/HIGH&LOW VOLTAGE ACCESS ALLOW 24"[610 mm]OF CLEARANCE AIR INLET LOUVERS ALLOW 6"[152 mm]MIN.OF CLEARANCE ALL SIDES 12"[305 mm]RECOMMENDED [ ]Designates Metric Conversions ST-A1226-02-00 t . HOME CLEARANCES a. Y • WAc"b 1� 7 A "i, WA 6/1 (152.4) 2411 (609.6) "V Service ;5 24" IZ/ 12" (609.6) (304.8) (304.8) Service 6re (152.4) 61' D (152.4) 12" (304.8) V 41 7: -A� h VV 24" 24" 2411 (609.6) (609.6) (609.6) 24 2, (6 09 (6 0 Service ry Service ervice Service Service 1811 2411 241/ (457.2) (609.6) (609.6) 24" recommended 24" recommended 6" minimum 6" minimum J L6 NOTE: NUMBERS IN mm IMPORTANT When installing multiple units in an alcove,roof well or partially enclosed area,ensure there is adequate ventillation to prevent re-circulation of discharge air :0 0 > N ST-A1225-01-00 co 0 —DO Wiring Diagram/Application Guidelines 1 Air RA16 Series Control Wiring FIGURE 2 *IF MAXIMUM OUTLET TEMPERATURE RISE IS DESIRED,IT IS RECOMMENDED THAT CONTROL WIRING FOR GAS OR OIL FURNACE W1(W/BK)AND W2(W/BL)BE JUMPERED TOGETHER TYPICAL THERMOSTAT TYPICAL THERMOSTAT FOR TYPICAL GAS OR OIL HEAT SUBBASE FOR TYPICAL ELECTRIC HEAT SUBBASE OO © OW ® Y G W R BR -BROWN WIRE YL-YELLOW WIRE BR-BROWN WIRE X-WIRE CONNECTION R-RED WIRE YL-YELLOW WIRE W1BK-WHITE WIRE WITH BLACK STRIPE GIBK-GREEN WIRE WITH BLACK STRIPE PU-PURPLE WIRE(NOT USED) X-WIRE CONNECTION TYPICAL GAS OR TYPICAL ELECTRIC HEAT OIL FURNACE LOW VOLTAGE JUNCTION BOX * X W/BL TYPICAL CONDENSING R TYPICAL CONDENSING R UNIT W UNIT X VV/BK G/B K YL Y YL YL BR BR BR C PU Application Guidelines 1.Intended for outdoor installation with free air Inlet and outlet. Outdoor fan external static pressure available is less than 0.01 -in.wc. 2. Minimum outdoor operation air temperature for cooling mode without low-ambient operation accessory Is 55°F(12.8°C). 3. Maximum outdoor operating air temperature is 125°F(51.TC). 4.For reliable operation, unit should be level in all horizontal planes. 5.Use only copper wire for electric connections at unit.Aluminum and clad aluminum are not acceptable for the type of connector provided. 6.Do not apply capillary tube indoor coils to these units. 7.Factory—supplied filter drier must be Installed. INTEGRATEDfZ COMFORT �• Guide Specifications D Air RA16 Series GUIDE SPECIFICATIONS General AIR-COOLED,SPLIT-SYSTEM AIR CONDITIONER System Description " RA16 Outdoor-mounted, air-cooled, split-system air conditioner com- 1-1/2 TO 5 NOMINAL TONS posite base pan unit suitable for ground or rooftop installation. Fans Unit consists of a hermetic compressor, an air-cooled cod, pro- — Condenser fan will be direct-drive propeller type, discharging peller-type condenser fan, suction and legend line service valve, air upward. and a control box.Unit will discharge supply air upward as shown — Condenser fan motors will be totally enclosed, 1-phase type on contract drawings.Unit will be used in a refrigeratibn circuit to with class B insulation and permanently lubricated bearings. match up to a coil unit. Shafts will be corrosion resistant. Quality Assurance — Fan blades will be statically and dynamically balanced. — Unit will be rated in accordance with the latest edition of AHRI — Condenser fan openings will be equipped with coated steel Standard 210. wire safety guards. — Unit will be certified for capacity and efficiency, and listed in Compressor the latest AHRI directory. — Compressor will be hermetically sealed. — Unit construction will comply with latest edition of ANSI/ ASHRAE and with NEC. — Compressor will be,mounted on rubber vibration isolators. — Unit will be constructed in accordance with UL standards and Condenser Coil will carry the UL label of approval. Unit will have c-UL-us — Condenser coil will be air cooled. approval. — Coil will be constructed of aluminum fins mechanically bonded — Unit cabinet will be capable of withstanding ASTM B117 1000- to copper tubes. hr salt spray test. Refrigeration Components — Air-cooled condenser coils will be leak tested at 150 psig and — Refrigeration circuit components will include liquid-line shutoff pressure tested at 550 psig. valve with sweat connections, vapor-line shutoff valve with — Unit constructed in IS09001 approved facility. sweat connections, system charge of R-410A refrigerant, and Delivery,Storage,and Handling compressor oil. — Unit will be shipped as single package only and is stored and — Unit will be equipped with filter drier for R-41 OA refrigerant for handled per unit manufacturer's recommendations, field installation. Warranty(for inclusion by specifying engineer) — U.S. and Operating Characteristics Canada only. —The capacity of the unit will meet or exceed Btuh at a suction temperature of °F/°C. The power consumption Products at full load will not exceed kW. Equipment — Combination of the unit and the evaporator or fan coil unit will have a total net cooling capacity of Btuh or greater at Factory assembled, single piece, air-cooled air conditioner unit. conditions of CFM entering air temperature at the evap- Contained within the unit enclosure is all factory wiring, piping, orator at °F/°C wet bulb and 'FPC dry bulb, and controls,compressor,refrigerant charge R-41 OA,and special fea- air entering the unit at °F/°C. tures required prior to field start-up. —The system will have a SEER of Btuh/watt or greater at Unit Cabinet DOE conditions. — Unit cabinet will be constructed of galvanized steel, bonder- Electrical Requirements ized, and coated with a powder coat paint. — Nominal unit electrical characteristics will be v, single —All units constructed with louver cod protection and corner post. phase,60 hz.The unit will be capable of satisfactory operation Louver can be removed by removing one fastener per louver within voltage limits of v to V. panel. — Nominal unit electrical characteristics will be v, three phase, 60 hz.The unit will be capable of satisfactory operation within voltage limits of v to V. _ — Unit electrical power will be single point connection. — Control circuit will be 24v. Special Features — Refer to section of this literature identifying accessories and descriptions for specific features and available enhancements. 7 INTEGRATED44 Q-5 HOME COMFORT ie REVISIONS: A0 OW � a a., w � o � z w � w . . W 25.3' TOP OF HILL PER YOUNG &YOUNG WOOD WOOD DECK W� 15.89° [7JULY, 2017 WALK z SLOPES EL. 18 z cn N ROCK BRUSH EL.N REVENTMENT EL. EL. 16 N MHWM 12 14 LONG ISLAND PROPERTY EL. SOUND LINE EL. 10 EL 4 EL. 8 87.2' 6loan 72.6' 0 SITE SECTIONPARTIALm x SCALE: 1/8" = 1'-0" a\ o ¢. v O w@x 0 o4 � �. co Lr) U N (u v w O U) U)N U d n DRAWN: MH/MS .e N * SCALE: 1/4"=1'-0" } JOB#: rr« 022339 September 29,2017 OfN F-\ -40 SHEET NUMBER: F N E _ I W REVISIONS: (HOUSE) �– PnIR I MAR 2018 1 MHW a MARK ROSE f?ra c!T u `.:cs (BUILDIN65) 5 000 08' IO" W 300.43' / GEH ___ • . .__ . . ._._ BOUNDARY 5 020 01' 20" E . . . . . . EX15T GRA55/WOODED [� AREA MHWEX15T REAR HAY BALE FOR HOUSE / MARK DECK w/ NEW PERMIT (SUBJECT TO J >8o PORCH ROOF CHANGE) 0 PROP 285 5F / EXTEN51ON Q 46 8 \ry ,\ PROP 146 SF EXTEN51ON EXISTING DRIVEWAY EXISTING DRIVEWAY / EXIST ROCK 8 PROP 235 5F y REVETMENT ,� 5GREENED IN / Q PORCH $ EXIST EX15T 2-5TORY PROPOSED 64) x GRA55/WOODED / / RESIDENCE 3' DEEP DRY WELL AREA fv 0 HAY BALE FOR _ _ N 000 25' 50" W _ — HOUSE PERMIT rn i -~— N Oho 10' 00" APPROVED BY (SUBJECT TO x 250.14' _ E CHANGE) ° 8X8.00' X92.35' BOARD OF 1 RUSTEES 0 / I G H T R O A 17 TOWN OF SOUTHOLD o' / EXIST ROCK / DATE PO4y 1( t Z013 o >- / _r O c� REVETMENT / (\ c u ��/' O •r--1 N P-� GEH (VACANT) (VAGANT) (VACANT) (HOUSE) (�Y ct M -- • 0 4q 20 N BOUNDARY W I I OKULA `� (HOUSE) 'G+ } I � PETTY'S (VACANT) I— _ I (VACANT) G) I - 0 B16HT SUBDIVISION (SUFFOLK COUNTY TAX MAP No. 58561) x " n W� m 2 O � Som 0 u o �. i m .0 CO �R®�®5E® S C TE L STORM INATER MANAGF-MENT DETA I L5 " SCALE IN = 50' cu -0" N.T.S. o 51TE DATA: SQUARE FOOTAGE DATA: O6EE CUTTER - STANDARD 5" TOTAL SITE AREA: q.g331 AG EXIST FIRST FLOOR: 3,456 5F NOTES: SEAWARD OF GEHA: 1.1746 AG EX15T SEGOND FLOOR: 1,814 SF ;aL BUILDABLE LANDS: 8.1585 AG EXISTING LAR6E REAR DECK: 1,248 5F i. E(EGUTION: a DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN EXI5TIN6 SMALL REAR DECK: 143 SF � IPROPERLY PRESERVED. 0ALLOWABLE BUILDABLE AREA: 8.-7585 AG x 0.40 = 3.5034 AG EXI5TIN6 FRONT PORCH: 304 SFREQ OPEN 5PAGE: 8.-7585 AG x 0.60 = 5.2551 AG EXI5TIN6 SECOND FLOOR DECK: Iq8 5F 2. REPARATION:HAY BAY w/ SILT F�NGiNG c GLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. PROVIDED OPEN 5PAGE: 5.2636 AC EXI5TIN6 COVERED DWY @ 6ARAOE: 146 SF r PREPARE SURFAGE5 U51NG METHODS RECOMMENDED BY THE LIMITS OF CLEARING TO BE 10' MIN. MANUFACTURER FOR ACHIEVING THE BEST RESULTS FORTOTAL NUMBER OF LOTS: 4 PROPOSED DEN ADDITION: 285 SF BE NO MORE THAN 20' M HOUSE SUBSTRATE UNDER THE PROJECT CONDITIONS. FROM PROPOSED WORK . PAINT CONGEALED METAL SURFAGE5 d SURFAGE5 IN ZONING USE D15TRIGT: R-80 PROPOSED FRONT ADDITION: 146 5F A5 INDICATED ON 51TE CONTACT WITH D1551MILAR METALS WITH PROTECTIVE VERTICAL DATUM: NAD 88 PROPOSED 5GREENED IN PORCH: 235 5F PLAN BACKING PAINT, PROPOSED REAR DECK: 858 5F 3. NSTALLATION: OWNER: ORIENT AGRES, LLG PROPOSED FRONT PORGH: 148 5F ROOF AREA: 666 S.F. a PERFORM WORK IN ACCORDANCE WITH THE GDA HANDBOOK 4 THE DRAWINGS. G/o EVA MALL15 2" RAINFALL per HOUR GALL: 666 5F X .16-7 = 112 GF L GUTTER TO BE PITCHED TOWARDS LEADER I to 2 FOR MNE RESIDENTIAL PROPERTIES, LLG P EVERY 40' OF RUN. HARRISON, NEW YORK 10528 PROVIDE (1) V4m x 3' DEEP DRYWELL (126.66 G.F. EA) c SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. c GOPPER/LEAD: FLASH 4 SOLDER GUTTERS TO DOWNSPOUTS TOTAL DRYWELL CAPACITY: 126.66 G.F. d AGGE55ORIE5. i. ALUMINUM: RIVET 8 CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. f. GONNEGT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED, SEAL CONNECTION WATERTIGHT. 4. PROTECTION: DRAWN: VC/MS a. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF SCALE: PROJECT. JOB#: b. TOUGH-UP, REPAIR or REPLACE DAMAGED PRODUCTS BEFORE March 9th,2018 SUBSTANTIAL COMPLETION. SHEET NUMBER: S- 1 PERMIT SET (03/09/2018) REVISIONS: 81'-2"± 1 VAR 2018 -- EXIST CN F—i EXIST DN EX15T WOOD DECK 7w H N EX15T WOOD DECK CID t124eb5F 7771 Fl �i O F--1 ^H Ln T EX15T s OO w DINETTE V40001 DECK Q + J EX15T EX15T MASTER BEDROOMLIVING ROOM EX15T o X DINING ROOM ° + 'u o N v� 0 3 WALL � z GABS CIS EX15T Lu KITCHEN o o d N a Q E=XIST r--� N10 � v Iq'-10"± 3'-6"±Ir EX15T O DW GONG PAD 2q GL ' WALL ---- %x GAB5 O O O O ------------ X 5T40--> F 'v--GL----- GL + 3R DN N f(� 10-O'± r---------I s EX15T �A ._°---GL-- \ ° o 4- nn. --- JAGUZZI EXIST +' EX15T P ` x ~�EXIST x � � c`o oTUB STUDY 14R UP GL �� `� xMASTER BATH rm — EX15T ExIST m cu m LAUNDRY GONG oT-2"± G'-10"± EXIS + PAD 0 --- -------- 6L`� GL m ' EXIST i SKYLIGHT ROOM Ln U C 10 EX15T c 5' CN -6"± EXI 2'- "+ GARAGE 5T o w O BATH \ + + x O SHOWER O EXIST EXIST SAUNA COVERED PATIO DN ' SHOWER CO � Cn O O O O O O o �, L x � 4e � H rIv r , V ry v cn r rP N A5-5U I LT FIRST FLOOR FLAN 5CALE: 1/4' = I'-0' q DRAWN: VC/MS SCALE: JOB#: March 2 SHEET NUMBER:R: EX- 1 REVISIONS: 10 pl �I I LnD) 5�1 prp� i� MAR 9 20 PROP 6' HIGH POOL 34'-6"+ 164011 17'-2"± 01 FENCE $PROP DEN AREA (NOT OWN) Pm,trrlof ,! 4 - SEE SHEET A-4 FOR POOL DETAILS EXIST WALK 4'-2" 8'-l" EX15T v NOTE: NEW (2) 1-3/4" x q Y4" % - DN WALL LEGEND: GENERAL NOTES: LVL GIRDER OVER ALL NEW 4x4 P05T5 DOWN O TO 50NOTU13E BELOW I. POOL Q SCREENED IN PORCH WINDOWS y�� \, (TYP 4) EXIST R P O 0 EXI5T to REMAIN Z n-------------T17 (NOT SHOWN FOR CLARITY) \� �f�� p N o III 11. a, WOOD DECK --J w H r----------- N % p 2. PROPANE TANKcn c�r� Q� (STRUCTURE to REMAIIN - REPLACE EX15T to be REMOVED 104 w -----------� % '� w[Y g ;' �" 0 2�4 Q g ALL DECKING 4 HANDRAILS w/ NEW B NEW WALL CONSTRUCTION 3. SOLAR PANELS ?�\ /r - _OUTLINE OF PROP ROOF 4. SECURITY SPECS ---------- A-e A-8 IPE DECKING 4 GABLE: RAILS w/ IPE G OVER EXIST DECK F--°I - -----------�'i- - RAIL) A-q IF I TO II PROP ELECTRIC 5. GAS GRILLE Q� I W(2)fix- N=(2).2T1 NES) 11-Ie, LVL— --_ —_NEW (3) a LVL --- + LEGEND: F,�J Rq�TR KIP RAF HEADER HEADER 858 5F 6. SOUND 4 SPEAKER SPECS w �., �-�" n -- --- ------ NEH 12 5 WALL SWITCH NEW 51MP50N HIP PERMALITE REGE55ED 1. STONE VENEER 5PEG5 r- z REMOVE f PROP O.W RIDGE CONNECTOR .�, PANEL GOLUMN5 (TYP DUPLEX OUTLEX M� EXIST REAR SCREENEDv 3 ® REAR) EXIST -� �j 8. STORM WINDOW 5PEG5 Qi f DECK iiiI,14 L " p O Hl-HAT CEILING FIXTURE z IN PORGH Lu < - = WOOD DECK _ O x 1z j (8'-6"i VLTD GLC) :K CL 235 5F (STRUCTURE to REMAIN - REPLACE ALL x Lu= �'2� a ° DECKING i HANDRAILS w/NEW IPE CEILING FAN III I +6a DECKING 8 GABLE RAILS w/ IPE TOP RAIL) N W PROVIDE F-+ I U- - -Q GAS LINE I;I TW3046 DHP5646 TW3046 I,; NEW FWG12068-4 NEW FWG12068-4-- w/ w/ FOR NEW EXTERIOR MOTION 5EN50R LIGHT t" { INSTALL ONE OF THE INSTALL ONE OF THE A GRILL (2) I-3/4° x q Ya° LVL w/ (2) I 40Lx q yN LVL w/ - NEW FHO11 068-4 � (2) 1-3/4"OLx q IN LVL w/ G -- wf A_8 g OUTDOOR LIGHT F---1 z NEW FWGI2068-4 X L 5/a 5TL FL PLA-q l Q j 3 u n u LU p n REMOVE EX15T 5LDR 4 Z=' I" 5TL FL PL -or- INSTALL ONE OF THE 3/a° 5TL FL PL -or- NEW(3) II-%a LVL H E. (2) 1-3/4" x II-7/a" LVL w/ I I FOLLOWING: I (2) 1-3/4" x II-3/8" LVL REMOVE ;; HEADER cr INSTALL NEW WINDOWS AS EXIST 5LDR �' x 5HOWN 5/a" 5TL FL PL -or- I I (2) I-3/4" x q Ya" LVL w/ „ GIOx20 I I" 5TL FL PL -or- I g g DOOR p! G G LLJ O O A A 0 (2) 1-3/4" x II-�/e LVL w/ � ; ; O � IL; > EXIST Z -1 I - - - - - _ Ve," STL FL PL -or- - - - _ _ - -- �, EXIST _ GIOx20 - - - - - -- J O ii ® BILGoLu --- -- - - -- - - - - - f-" - - - - - -- - WIDEN EXIST DINETTE PROP DEN u- W Q NEW COFFERED I OPENING AS I (REMOVE EX15T MARBLE (REMOVE EX15T O v z_ x U-1 CEILING ABOVE I SHOWN I FLOORING 4 INSTALL WOOD DECK) cv N a F- m =� �o 0 � D EXIST LIVING ROOM o o Q m o PORGELIN TILE) - FAN DINING ROOM I 4'-O" 4'-4" T4'-O" a�0 CD z IL U x (REMOVE EX15T MARBLE ° 3 o n +' L p FLOORING 4 INSTALL OAK - 70- MATCH 6 MATCH EXIST) � - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- REMOVE � - O O - - - - - - - - - - - - - - - - - - - - - - -- - - --- FAN EXIST ••--� O N r 0 NEW COFFEREDWALL STAIRS a) CEILING ABOVE NEW WALL NEW WALL z NEW STONE 4 I I GABS a o OUTLET for N OUTLET for TV FIREPLACE 4 6 p II EXIST MM ASTER PEDROOPROP ® Q (EXIST OAK FLOOR to z I I REi ISLAND w/ •1 x, X\ M . BAR SINK EXIST REMOVE EX15T NEW BUILT ,� Q P P REMAIN) - -- --- - - - - - - KITCHEN ---- WINDOW 4 CLOSE INN 5R UP �o b i DW UP WALL A5 REQ CABINET 'b+ NEW RAILINGS 4 +b EXIST OPEN + BANISTERS per GL WALL ---- NEW BI-FOLD to REMAIN 4' HOMEOWNER XI + ; GABS \ A X y + E ST f OYER 6 O O 6 A-8 ST C ----- +F,�, PROP GL o ��+`D E 3P.ID IDN p 8 0 ;, cv H p REh 10VE EXIST FLOORING 4 '� 6 7-lo ± 6-O - G � IM5TALL PORGELIN TILE BI NEN SOLD +6 5'-0" �t o '- QLu > O BwFOLD 50xe -O FLOORING INSTALL -REMOVE EXIST ��b °+ J - r---------, . EXIST WIG =J�L] PORGELIN TILE FLOORS ----{' ----- S - +' 4 INSTALL 5UBWAY TILE + �h co am cn o Z X NEW EXIST (EXIST OAK FLOOR O 6 Q ® TOWEL y o m - �- �z w - � EXIST � � <- HOOKS E 3'x6' MASTER PATH N to REMAIN) ® WALLS (FULL) GL w � O x � ________ �v 14R UP THROUGHOUT --- EX15T = TUB per (ALL NEW FIXTURE - REMOVE r EXIST STUDY - i GONG o °' > SD Q m OMEOWNE - ' ------ + LAUNDRY X p�r HOMEOWNER) EXIST (EXIST OAK FLOOR 6 EXIST L N L------ - O CLOSET 4 3 to REMAIN) I_2"± q'-10"± EXIST PWDR I { REMOVE EXIST L PAD o SQUARE OFF r--------------- FLOORING 4 m GL M EXIST WALL I N c ROOM00L INSTALL 'Lu O v I T 5KYl-IC714T � I I REMOVE i WIG (ALL NEW FIXTURES PORGELIN TILE z � U M -- EXIST WALL N TOWEL .o •� cn ti per HOMEOWNER) D D EXIST �- 4 WINDOW �o� REMOVE EX15T 2868" X U (2) 13/4" x q Yz° LVL ,° + �' (2) 1-3/4" x qYz" LVL A'q GARAGE HOOKS N o w REMOVE +� i- IL------ - --- - ---------------- 6e _ EXIST ----- -- ----==-=----- ------'- '- --------- DOOR 4 REPLACE w/ E „ q Ya LVL „ ----------------- --,-_-_________ PROP 20kW EXIST ,G m o r INSTALL ONE OF THE NEW NEW " NEW NEW INSTALL ONE OF THE ------- (2) I-3/4° x -------------- fpeIOVE NEW 3068 DOOR BATHGENERATOR SAUNA 4y FOLLOWING: tL Z TW3046 15 5L 15 5L TH3046 FOLLOWING: ipZI +, + O 3 „ „ o f O (Y r- REMOVE EX15T COLUMNS 4 REPLACE p y- (2) 1-/4 x qYa LVL w/ INSTALL (2) 1-/4 x cl Ya LVL w/ f- L 0 z 3 `t NEW 0 O Yz" 5TL FL PL -or- z Q- z tx n g „ EXIST OH SHOWER L--- --- - - w/ NEW 12 5Q PERMALITE RECESSED tp Yz 5TL FL PL -or- 4 WINDOW I'-8" - O (2) I-3/4" x II-�/b° LVL 1 x Q O �n PANEL GOLUMN9 (TYP 2 ® FRONT) F (2) 1-3/4" x II�/e LVL #� REMOVE EX15T Lu10 � uL �' EXIST 148 5F u, w PROP F-4/ nU W PROP (3) HVAG „ SHOWER FOR D ST CO UNITS f8 SEAT (2) 1-3/4" x clYz" LVL m NEW CLOSET (2) 13/4" x q Ya° LVL ❑ COVERED PATIO (2) 1-3/4" x 1-Y2" LVL PLANTER u��`� NEW TW30410 NEW (2) TW30410 NEW (2) TH5446 L w NEW BLUESTONE NEW 36" HIGH ;' REMOVE EX15T PROP 6' (HIGH POOL PORCH 4 STEPS Q HANDRAIL per p SHOWER 4 WALL 4 FENCE $ POOL AREA (NOT SHOWN) RGNY5 A-q E EXPAND BATH A5 OVER CONCRETE "' _j-xLu /3J SHOWN - SEE SHEET A-4 (6" R, 12" T) !jj ,��C �� FOR POOL DETAILS H . •RoL� isT � 4'-4" 12-8" PROP ,�----- 10'-O" � 12'-2" PROP NEW SHOWER STUDY EXTENSION LAUNDRY EXTENSION EXIST COLUMNS to be REMOVED (TYP 2 ® x, U 50'49"± GARAGE) %ti \ r)l Zby Q N FROF �=I RST FLOOR FLAN o, 5CALE: 1/4" = 1'-0" NOTES: DRAWN: VC/MS I. REPLACE ALL WINDOW5 4 DOORS (INTERIOR 4 SCALE: EXTERIOR) w/ NEW ANDERSEN A-SERIES AS JOB#: NOTED. November 14th,2017 SHEET NUMBER: 2. OPTION TO REMOVE 5HEETR06K FOR NEW BLOWN IN INSULATION. PERMIT SET (11/14/2017 A-2 I REVISIONS: SLEOJESKI (HOUSE) �— MHW MARK ROSE (BU I LD I NG5) / AP ROVED AS NOTED 5 000 051 101, H/ DATE: 800.43'GEH q 03.00' B.P:� oZ. BY: NEW COMPLY WITH ALL CODES YORK STATE & BOUNDARY FEE: -5< � TOWN C Si _ NOTIFY BUILDING DEPARTMENT AT 5 020 O I' 20' / _.. . 765-1802 8 AM TO 4 PM FOR THE AS REQUIRED AND CONDITI FOLLOWING INSPECTIONS: / 1. FOUNDATION TWO REQUIRED FOR POURED CONCRETE �" RD 2. ROUGH FRAMING & PLUMBING SOUTHOLD TOWN TRUS E S 3. INSULATION 4. FINAL-- CONSTRUCTION MUST BE COMPLETE FOR-C.O. ALL CONSTRUCTION SHALL MEETTHE O � 6RA55/WOODED REQUIREMENTS OF THE CODES OF NEW m [� / AREA STATE.YORK NOT RESPONSIBLE FL-18DESIGN OR � f CONSTRUCTION ERRO MHW EXIST REAR HAY BALE FOR HOUSE � OCCUPANCY 0,� USE IS UNLAIAT f..I J MARK DEGK w/ NEW PERMIT (SUBJECT TO Q WITHOUT ; _ /� - H 0 >8o PORCH ROOF CHANGE) � ��� � !� "i✓r"1 / OCCUPANCY / PROP 285 SF y rn EXTENSION Tj:U.,_*A OF OCCUP,Rlj,Ct D'!, rf:0UIo-4rm 0 vI de DI,AINAGE INSPECTIONS ARE OUIRE co, 8 o' I'CPROP 146 5F Contact TOS Engineering at;'65-15r,© before 8.3' \\\ EXI5TIN6 DRIVEWAY / Brchfill,On Provide Engin,er's Certificat , ~ J EXTENSION EXISTING DRIVEWAY � that the drainage has been instal n EXIST ROCK ' 8 ed to Co e / REVETMENT PROP 235 5F \� ►^"'� y ,� SCREENED IN F--•I / PORCH EXI5T { ELECTRICAL / EXIST 2-STORY t \ 6RA55/WOODED / 0 INSPECTION REQUIRED • - / RESIDENCE PROPOSED 8'(P x AREA 3' DEEP DRY WELL / HAY BALE FOR AREA OF EXIST N 000 25' 50" W //� 0 HOUSE PERMIT ,„ N SEPTIC 5Y5TEM — ° �'.II eXterior lighting 250.14' N �F? 10 00" ins d replaced `- E stalled, or / (SUBJECT TO � - _ — GHAN6E) ' 8 8.00 I`1z•55� repaired shall Conforcj to Chapter 172 U /0 I CHT R 0 A P theTo`� ci' Code ° / EXIST ROCK c� REVETMENT / • � O 3 PLUMBER CERTIFICATION Cc ' ON LEAD CONTENT BEFORE I ALL'PLUV_.BING 01AS'T� o CERTIFICATE<OFOCCUPANCY &WATER LINES N1=ED��:; 20 / I SOLDER USED-IN.WATER V`� TESTt? G BEFORE C01�E 0 0 4a BGEH OUNDARY W (VACANT) (VACANT) (VACANT) I (HOUSE) OKULA SUPPLY SYSTEM CANNOT CC3 M / 0 2/1 1LI � 8 I � 10 (HOUSE) EXCEED 0 dF 1% LEAD..0 0 0 PETTY'S I (VACANT) h I I (VACANT) G) 131OWer door LUI I and ductwork testing required. q ired. BIGHT SUBDIVISION - (SUFFOLK COUNTY TAX MAP No. 585q) Must provide Manuals ) D,1 and S •� as per X NYS Ener gy Code 11 � � � � FROP05E0 517E FLAN STORM WATER MANAGEMENT DETA I L5 U SCALE: 1" = 50'-0" - `� N.T.S. N o w � SITE DATA: SQUARE FOOTAGE DATA: ° J QQEE f&= - 5TANDA Z TOTAL SITE AREA. q.g331 AG EXIST FIRST FLOOR: 3,456 SF SEAWARD OF GEHA: 1.1746 AG EX15T SECOND FLOOR: 1,014 SF NOTES: BUILDABLE LANDS: 8.7585 AG EX15TINO LARGE REAR DEGK: 1,248 5F I. EXECUTION: H SI a. DO NOT BEGIN INSTALLATION UNTIL 5UB5TRATE5 HAVE BEEN EX15TINO SMALL REAR DEGK: 145 SF PROPERLY PRESERVED. (� ALLOWABLE BUILDABLE AREA: 8.1585 AG x 0.40 = 5.5054 AG EXISTING FRONT PORCH: 504 SF O 2. PREPARATION: REQ OPEN SPACE: 8.-1585 AG x 0.60 = 5.2551 AG EXISTING SECOND FLOOR DEGK: IQ8 5F cn PROVIDED OPEN 5PAGE: 5.2636 AG EXISTING COVERED DWY @ GARAGE: 146 5F HAY 8AY w/ 51LT EENGING a. GLEAN SERFAGE THOROUGHLY PRIOR TO INSTALLATION. � b. PREPARE SURFACES USING METHODS RECOMMENDED BY THE � LIMITS OF GLEARING TO DRY WELLS TO BE 10' MIN. MANUFACTURER FOR AGHIEVING THE BEST RE5ULT5 FOR N TOTAL NUMBER OF LOTS: 4 PROPOSED DEN ADDITION: 285 5F BE NO MORE THAN 20' AWAY FROM HOUSE SUE35TRATE UNDER THE PROJECT CONDITIONS. FROM PROPOSED WORK G. PAINT CONGEALED METAL 5URFAGE5 $ SURFACES IIN ZONING USE D15TRIGT: R-80 PROPOSED FRONT ADDITION: 146 5F AS INDICATED ON SITE ��o a o CONTACT WITH 01551MILAR METALS WITH PROTECTIVE VERTICAL DATUM: NAD 88 PROPOSED SCREENED IN PORCH: 255 SF PLAN BACKING PAINT, PROP05ED REAR DEGK: 858 5F U OWNER: ORIENT ACRES LLG PROPOSED FRONT PORCH: 148 SF 3. INSTALLATION: ROOF AREA: 666 S.F. . PERFORM WORK IN ACCORDANCE WITH THE GDA HANDBOOKS �FtEqR G/o EVA MALL15 THE DRAWINGS. D MNE RESIDENTIAL PROPERTIES, LLG 2" RAINFALL per HOUR GALL: 666 5F X .161 = 112 GF b. GUTTER TO BE PITCHED TOWARDS LEADER I" to 2" IFOR EVERY 40' OF RUN. HARRISON, NEW YORK 10528 G. SHEET METAL JOIN LENGTH5 WITH WATERTIGHT JOIN75. PROVIDE (1) &'(P x 3 DEEP DRYWELL (126.66 G.F. EA) d. GOPPER/LEAD: FLASH S SOLDER GUTTERS TO DOVIN5POUT5 Y y A C TOTAL DRYWELL CAPACITY: 126.66 G.F. S ACCESSORIES. N e. ALUMINUM: RIVET $ CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. f. CONNECT DOWNSPOUT5 TO STORM 5EWER SYSTEM AS '9j X21339 0Q`- INDICATED, SEAL CONNECTION WATERTIGHT. F NE�� 4. PROTECTION: DRAWN: VC/MS a. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF SCALE: PROJECT. JOB#: b. TOUGH-UP, REPAIR or REPLACE DAMAGED PRODUCTS BEFORE July 8th,2018 SUBSTANTIAL COMPLETION. SHEET NUMBER: PERMIT SET - 03/09/2018 (UPDATE 07/08/2018)_ S- 1 REVISIONS: 34'45"± 6'-6"± 17'-2"± PROP DEN70, 01 4'-2" 4'-3" 4'-3" OUTLINE OF " EXIST DECK TO EXIST REMAIN ABOVE PROP (3) 2x8 . �' ': ---------------------��- --------F ----- -�7 -----------------------------------I -��--------------------------- GIRDER � --------------- �- - � fl --------------------- t1l EXIST EXIST EXI5T EXIS EX15T k/ p \p NEW 12"(P PG 50NOTUBE Z' v �� Jl N ���� p PROVIDE �i .r x C) � (MIN 36" 8.6.) w/ 4x4 r_ Q = SCREENING �� 1 W AGO P05T w/ SIMPSON 0 a , UP-LIFT CONN FOR NEH STAIR STRINGER Qom/ O UNDER DJs 'p\f� B G t� SUPPORT (TYP 2) O 161 PROP (3)_2x8 �' ' PROP (3) 2x8 F ° ALIGN w/ NEW POSTS ABOVE ALIGN w/ NEW POSTS ABOVE AL16N w/ NEW POSTS ABOVE [� 61RDER � � 61RDER �I EXIST � � ��� � EX15T �®� '� s � 61RDER GIRDER � Ln xlNEW 24 50 PG FT6 (MIN x � � i w _E �? 36" B.G.) w/ 12" 5Q PG EXIST EXIST EX15T EXIST EX15T N i NEW 8 PG FDN WALL w/ BITUMINOUS cn � N PIER d 4x4 AGO P05T w/ GOATIN6, REINFORCED w/ THE FOLLOWING: p 0 Q SIMP50N UP-LIFT CONN p iU (1) #4 HORIZONTAL R/6 TOP $ BOTTOM 0.I @) (TYP I @ PORGH � � o R p (1) #5 VERTICAL R/B @ 36" O.G. (HOOKED I Q EXTENSION 4 3@ PORCH w w INTO FT6) ROOF) (4) #4 HORIZONTAL R/B EOL SPACED AS REQ (TYP @ ALL NEW FDN) ' O �n 0 REMOVEa A REPLACE EX15T X 8'xIC " PG FTDG L =7-41 BASEMENT WINDOW BELOW (TYP) PROP 8"x16" REPAIR GONGRETE GRAGK5 A5 REQ O VENT (TYP 2) .• . REMOVE EX15T NEW 8"x16" PG FTG w/ (2) e. EXIST X LL 7< w x LL BASEMENT WINDOW3 z #4 R/B 8 2x4 KEY (TYP BILGO w w GL05E UP WALL Q v Q ALL NEW FDN) EX15T 24 O O GD EXIST 501JARE PG FT6 CL �p NEW LG $ FT6 (SEE w GHIMIIEY 8 L.G. (TYP) SECTION) Q FOOTING ,� p LU I 0— G $� EX15T o-- O O EXIST __e_ PROP (32x10 �' •.r PROP�3) 2x10_ L I L L —1 GIRDER L —1 L __1GIRDER � _J —1 LGIRDER GIRDER c0 O O Q N PROP CRAWL 5PAGE UNDER v1 1x © ° NEW DEN EXTENSION ABOVE Z 03 1 O z NEW 4" PG SLAB w/ 1046 < .. F-T-1 -4 MM $ I-LAYER PVB V1 REMOVE EXIST REPLACE EXIST x w x u _ z O p Qm (MATCH EXIST BASEMENT 0 Lu 5ASEMENT w O w SLAB ELEVATION) BASEMENT WINDOW m [L � CC3 O EXIST 24" — \� �— �O EXIST F FO7 EX15T — FF F O� —1A \ \ A- L L GIRDER L —1L � L —1 GIRDER L —1L __JL _J \ \ \ REMOVE EX15T GARAGE FOOTING ff STEM WALL (NOT SHOWN) $ INSTALL NEW 8" THK PG FDN WALL w/ FTG BELOW FOR -771 LPROPOSED BASEMENT UNDER NEW DEN \ \ \ o -7 EXTENSION (TEMP SUPPORT EX15T WALL ABOVE AS REQ) \ \ �, `.' NEW 8" PG FDN WALL w/ BITUMINOUS 6OATIN6, REINFORCED w/ THE FOLLOWING: \ \ \ o m x (1) #4 HORIZONTAL RB TOP 8 BOTTOM x LL cn o N w (1) #5 VERTIGAL R/B ® 36" O.G. (HOOKED w �� / \ \ \ p o INTO FT6) NEW 4" PG SLAB w/ 10X0 \ \ w 2 � REMOVE & (4) #4 HORIZONTAL R/B EOL SPACED A5 WWM $ I-LAYER PV13 / \ ,"w, BASEMENT WIINDOW EXIST b" PG FDN \ ° REPLAGE REQ (TYP ® ALL NEW FDN) (MATCH EX15T \ �°� & 8x16 PG FT6 BASEMENT SLAB 4-O NEW 8 xl6 PG FTG w/ (2) #4 RB ELEVATION) 41-011 BELOW (TYP) OPEN 2x4 KEY (TYP © ALL NEW FDN) OPEN - \ 4.1 ° v \ � v A-a / / EXIST00 \ EXIST — — — — &ARAGE SLAB 61RDER ON GRACE / \ �-' PROP CRAWL � �' o OP CRAWL � 0 3 SPACE UNDER p 3 CD \ X o SPACE UNDER EXIST X v. m \ REMOVE X o NEW LAUNDRY PROP a PG FDIN NEW LAUNDRY N ° o r REPLACE EX15T w CL = O z_ IJNEX\/As.ATED d 8 xlb PG FT6 CL = BASEMENT WINDOW ° EXTENSION BELow (TYP) '•' EXTENSION o \ ABOVE � .e� ABOVE � o \ \ OPTION TO BUILD EXTEN51ON NEW PG FDN WALL _ D OVER EX15T CONGBRICK \ / OPTION TO BUILD EXTEN51ON FTG BELOW FOR A-1 PECK PORCH IN LIEU OF \ OVER EX15T GONG/BRICK PROP STAIR �t \ / DECK PORCH IN LIEU OF SUPPORT CRAWL SPACE CRAWL SPACE 12'-8" PROP 10'-O" 12-6" PROP STUDY EXTEN51ON LAUNDRY EXTEN51ON N PROP P®UN:�ATI®N PLAN / / �FtED SCALE: 1/4" = I'-0' / ��� \IIN S� . y/y NOTE: PER R302.13 CODE,NEW FLOOR J015T5 AT BA5EMENT5 ONLY \ 'z (NOT GRAHL 5PAGE5),UNLE55 U51N6 2X DIMENSIONAL LUMBER or MIGROLAM J0I5T5,YY 5HEETROGK MUST BE INSTALLED ON UNDERSIDE OFp _� a --1 J015T5(WOOD-1 J015T5 or 5TEEL J015T5). TJI FLAK JACKET TO BE USED \ \ / * I N IN PLACE OF STANDARD TJI WOOD-15 FOR EXCEPTION TO GODE \ / — REQUIREMENT(NO 5HEETROGK). \ NoA �--�.� �. DRAWN: VC/MS 0 SCALE: \ OF N V4 JOB#: July 8th,2018 �. SHEET NUMBER: PERMIT SET - 03/09/2018 (UPDATE 07/08/2018)_ A- 1 REVISIONS: Q E91,45 VIE AUG 1 4 2018 olPROP 6HIGH POOL 13T7lT, 7'Tlr_.,M-1 . + 1± + 15'-Q" FENCE 4 POOL "t's'�x.D 16-6 17-2 - PROP DEN AREA;(NOT SHOWN) T - SEE SHEET A-4 FOR POOL DETAILS EX15T WALK 4'-2" EXIST— NOTE: XIST NOTE: NEW (2) I-3/q" x q-)/4" - DN NEW 4x4 P05T5 DOWN EXTERIOR: p LVL C71RDER OVER ALL i TO 50NOTUBE BELOW - Q SCREENED IN PORCH WINDOWS y�� �° (TYP 4) EXIST PRC ry Z n7------------r / k D P I. GENERATOR Lu N r- N (NOT SHOWN FOR CLARITY) j �\� ry 144w WOOD DEC,K 2. PROPANE TANK (SIZE TO BE SPECIFIED) -' D III 2� (STRUCTURE to REMAIN - REPLACE 3. PLUMBING FROM THE PROPANE TANK TO THE GENERATOR, OUTDOOR GRILL a w -- ------ '" GAS RANGE IN KITCHEN N ------------'i H , / g o ��2 g ALL DECKING HANDRAILS w/ NEW OUTLINE OF PROP ROOF 4. PROVIDE SEPARATE PRICE FOR CONVERTING HEATING SYSTEM TO PROPANE 0 ~-----------iij iii G -OVER EX15T DECK H A-S -8 IPE DECKING GABLE RAILS w/ IPE / 5. PROVIDE TWO A/C UNITS INSTEAD OF THREE -_-_--_-_-_-_- -_-_-_-_-_- ----------- 1------------------ -- TOP RAIL) A-8 - r�_____________________ LL--------------------- (b. NEW GARAGE DOORS 4 REMOVAL OF CENTER COLUMN BETWEEN THE 2 DOORS -y�R2)2X- NEW{2) 2Xti- _ _ _ _ _ _ � 7. IPEA WOOD FOR OUTDOOR SHOWER TO MATCH THE DECK III III FT�R NEIL) 11-�/8 LVL . _ _ NEW (3) 11-7/8 L�/L_ 1. + 8. SCREENING AROUND THE BOTTOM OF THE DECK I ASR N p P` —— HEADER — HEADER 858 5F Q. ROOF - PRICE FOR NEW SECTIONS ONLY 8 PRICE FOR A COMPLETELY NEW ROOF w NEW 12 50 �_ 10. ANDERSON WINDOWS "A" SERIES III REMOVE PROP NEW 51MP50N HIP PERMALITE RECESSED 11. POP OUT WINDOWS FOR 5GREENED PORCH (OPTION) z_ O.W RIDGE CONNECTOR PANEL GOLUMN5 (TYP 12. NEW FRONT DOOR, WOOD w/ WOODEN SCREEN DOOR EXIST REAR 5GREENED N Lu v 3 @ REAR) EXIST v _ 13. NEW GUTTERS THROUGHOUT Q, r' D III DEGK III w O O ! 14. 5PEG5 FOR INTERIOR 8 EXTERIOR INSULATION iZ III III' IN PORCH IN ; lz WOOD DEGK V X 12 15. SPECS FOR TYPE I$ 51ZE OF EXTERIOR TRIM TO AL50 INCLUDE MITERED NIGHIHA Lu I (8'-6"± VLTD GLO) K U_ 235 SF ti �N (5TRUGTURE to REMAIN - REPLAGE ALL CORNERS 'II II' z �o�`z ® DECKING $ HANDRAILS w/ NEW IPE +s8 w� DECKING GABLE RAILS w/ IPE TOP RAIL) N PROVIDE INTERIOR: F� -f1 GASLINE I" 1. ADDITIONAL WATER LINE FOR REFRIGERATOR IGE MAKER O I; TW3046 DHP5646 TW3046 II, NEW FW612068-4 NEW FWG12068_4 FOR NEW 2. TWO SHOWER HEADS IN 5HOWER OF GROUND FLOOR MASTER BATHROOM ~ W/ w/ A GRILL 3. INFINITY DRAIN IN SHOWER OF GROUND FLOOR MASTER BATHROOM INSTALL ONE OF THE INSTALL ONE OF THE ^ (2) I-3/q" x QY2" LVL w/ +' G A-8 4. BATHROOM EXHUA5T FANS IN (2) 5EGOND FLOOR BATHROOMS 4 GROUND FLOOR f---I FOLLOWING: _ NEW FWG12068-4 FOLLOWING: NEW FW612068-4 7 > 5/8" STS EL PL z (2) 1-3/4" x CIY2" LVL w/ w/ (2) I-3/4" x qY2" LVL w/ -8 � MASTER I" 5TL FL PL -or- INSTALL ONE OF THE 3/8° 5TL FL PL -or- NEW (3) II-�/e LVL 5. FIREPLACE: NEW BUILT-IN5 � NEW TILE ON THE FIREPLAGE WALL Q REMOVE EX15T 5LDR REMOVE HEADER 6. SPEG5 FOR THE GROWN BASE 4 OTHER MOULDING (2) I-3/q" x II�/8" LVL w/ I FOLLOWING: (2) I-3/q" x it-%8" LVL O � INSTALL NEW WINDOWS AS I �� EXIST SLDR �' 1. ADD'TL HVAC HEATING IN NEW DEN a MASTER ON GROUND FLOOR x SHOWN 5/e" 5TL FL PL -or- I I (2) 1-3/4" x clY2" LVL w/ 5. KNEE WALL ALONG SECOND FLOOR LANDING w/ GAP TO MATCH NEW BALUSTER GIOx20 I ( I" 5TL FL PL -or- DOOR ] G G w / A A (2) I-3/4" x II-�/8" LVL w/ 0 g $ I'I q. NEW WOODEN HANDRAIL w/ METAL SPINDELS INSTALL II > 10. NEW DINING ROOM CLOSET EX15T z N - - - - - - - - - - - - - - _ - - - - - - - 5/8 STL FL PL -or- _ - _ - - _ -rJ EXIST � ® ' 11. TWO PANEL INSTERIOR DOORS (I-3/q" SlMPSON REDI-PRIME) BILGO - - - - - - - - - - - _ -7 F- - - - - - - - - - G10x20 - -WIDEN EXIST D I NETTE NEW/) ;II PROP DEN u- C/ -� 12. SEAL CRACK IN BASEMENT WALL v a� 8 - a � - z 13. SEPARATE PRICE FOR NEW BASEMENT WINDOWS NEW COFFERED OPENING AS I (REMOVE EX15T MARBLE MIGROLAM (REMOVE EXIST O �? d> - z_ �- x w 14. TWO SETS OF LAUNDRY ROOM HOOK UPS (PLUMBING) CEILING ABOVE 3 � D SHOWN FLOORING d INSTALL w/ (2) 5/e" � WOOD DECK) N � cv v � m =�. a� � FAN / EXIST LIVING ROOM I PORGELIN TILE) 5TL FL PL d. u DINING ROOM 111 ° tR w I 4'-O" 4'-4" 4'-O" (REMOVE EXIST MARBLE 1 _ 3 _ Lu +I V w D FLOORING 4 INSTALL OAK - I:I _� D_ +, - - _ MATCH EXIST) - . i - - - - - - - - - - - - - - - - - - - - - - - - - REMOVE - cd { 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I4FAN EX15T r"'i p N NEW COFFERED � WALL J STAIRS cn 0 Z CEILING ABOVE GAB5 0 0 W � NEW WALL NEW WALL z NEW STONE OUTLET For TV OUTLET For TV I NEW BUILT o FIREPLACE IN TV � > yy- I�'-10"+- I I 1 q'-10"± 3'-�"+ PROP 0 d CABINET EXIST MASTER � DROOM PEE ISLAND w/ x; (�j K' � Lu (EXIST OAK FLOOR to z BAR SINK EXIST REMOVE EXIST WINDOW REMAIN} - - - - - _ _ - - - - - - m - - - - - - - - - _ - - WALL & INSTALL NEW Y2 WALL = i v DW w/ NO UPPER GABINETS 3 � KITCHEN NEW RAILINGS 8 NEW 6LA55 DOORS per +b REMOVE + BALUSTERS per HOMEOWNER O L WALL -_ ------ Z EX15T GL �' HOMEOWNER — GAB5 N yn + [LE EXIST FOYER 6 J 6i 6 _ A-8 o EXIST 8��h +��' as b 3R DN ,0 s q3 vim— -1O ± H F REMOVE EXIST FLOORING NEW `� 10 INSTALL PORGELIN TILE +se 6 BI-FOLD o 10 5'-O" v> \ w -O" REMOVE EXIST �C b +b BFNCy ol/T�po >\8„ M `v', o V 3 N w 0 FLOORING $ INSTALL "+ �' °` CL 3 EXIST EXIST WIG INSTALL SUBWAY TILE + ------�� \ TOWEL Syo 0 ° PORGELIN TILE FLOORS i � \'y M e-- ++ + w X w �. NEW (EXIST OAK FLOOR 6 D v o 3'x6' � MASTER E3ATH 1- EXIST @ WALLS (FULL) GL Q� HOOKS O X o to REMAIN) �c P (AL NEW FIXTURE EXIST STUDY THROUGHOUT w N x N I4R UP EXIST � � z z TUB per � �------- Y Lu w - REMOVE EXIST ------ + EXIST LAUNDRY o > z OMEOWNE d,r HOMEOWNER) EX15T O p - P i CL05ET (EXIST OAK FLOOR % -� 6 I i GONG o �4 g� � z N ----- O SQUARE OFF I to REMAIN) _2"± q'-1O"± EX15T fi WDR �� b l , REMOVE EXIST PA.D o 'T .0 3 m WALL '� _i ,---------------- FLOORING � E,�15T +1 ROOM INSTALL SK1'LIrHT REMOVE i C (ALL NEW FIXTURES PORGELIN TILE z i lO c EX15T NEW TOWEL °` U r--- EXIST WALL WIG Cli- REMOVE EXIST 2868" HOOKS N d WINDOWs + per H03 EOWNER) A q EXIST EXIST X �vo w(2) I-/4" x C1Y2" LVL (2) 1-/4 x QY2 LVLGARAGE d NEW ------ -- 40 ----------- --_-:-_.-_-- - 68.. --::-------.-.-_T_:--_.. POOR REPLAGE w/ PROP 20kW REMOVE w --2°x 68 PKT I r------ --�---=INSTALL ONE OF THE------- - NEW (2) 13/q" x ---------- ------ _-------- NEW 3068 DOOR 5ATH EX15T w NEW Ci Ys" LVL NEW NEW . �� GENERATOR - --- FOLLOWING: z TW3446 15 5L I5 5L TW3446 NEW `�''a A SAUNA $ -- w a z REMOVE EXIST WALL I$ �v �0 + i-- � _= 3 o p a z W �I J INSTALL (2) 1-/q x q Y2 LVL w/ F- u� _ REMOVE EX15T COLUMNS 4 REPLAGE O } WINDOW d INSTALL ONE OF 11 i z 0 _ NEW a t� D z _ w/ NEW 12" 50 PERMALITE REGE55ED D_ p; z THE FOLLOWING: (2) 13/4' x `x \ Y2 5TL FL PL -or- � z - SHOWER ------ (2) I-3/4" x it-�/e' LVL - z: G Y2 LVL w/Y2 5TL FL PL -or- C � � PANEL GOLUMNs (TYP 2 @FRONT) � � � ,,�� 0 `� W PROP CEDAR I_j w NEp (2) 1-3/4" x 11-%" LVL PROP ��'/ PROP (3) HVAG 18" SEAT m 0 GL w EXIST 148 5F Gn 3 PLANTER ST REMOVE EX15T CO H UN T5 (2) 1-3/4" x GY2 LVL COVERED PATIO (2) 1-/q x G Y2 LVL SHOWER 8 INSTALL � - NEW BUILT IN A5 U NEW TW3446 NEW (2) TW3446 NEW (2) TW3446 SHOWN O x 3 NEW 36" HIGH A-q FENCE 4 POOL & (2) I-/4 x q Y2 LVL NEW BLUESTONE w D PROP 6' HIGH POOL U) ,y. PORCH STEPS Q HANDRAIL per O ,�, RGNY5 NF AREA (NOT SHOWN) LsjOVER CONCRETE x )`_' W r3/ g 146 SF - SEE SHEET A-4 (6" R, 12" T) ' " � FOR POOL DETAILS I- 41-411 4'-4" 12'-8" PROP 10'-0" 12'-2" PROP �M NEW SHOWER STUDY EXTENSION LAUNDRY EXTENSION EXIST COLUMNS to be REMOVED (TYP 2 @ ✓"` U I�'-� _ 501-611± GARAGE) c i C. FROF PIRBT FLOOR PLAN N � � WALL LEGEND: PROP ELECTRIC SCALE: 1/4" = 1'4' LEGEND: 1y 22339 y0� EXIST to REMAIN DRAWN: VC/MS NOTE5: WALL 5WITGH CEILING FAN >. ....oF � L EXIST to be REMOVED I. REPLACE ALL WINDOWS 4 DOORS (INTERIOR 8 -- EXTERIOR) w/ NEW ANDERSEN A-SERIES A5 � DUPLEX OUTLEX JOB#: NOTED. NEW WALL CONSTRUCTION EXTERIOR MOTION SENSOR LIGHT August 9th,2018 HI-HAT CEILING FIXTURE SHEET NUMBER: 2. OPTION TO REMOVE 5HEETROGK FOR NEW A OUTDOOR LIGHT BLOWN IN INSULATION. PERMIT SET - 03/09/2018 (UPDATE 08/09/2018 ) A-2 REVISIONS: PROP 5GREENED� IN PORGH ROOF BELOW WALL LEGEND: 0 EX15T to REMAIN PROP DECK ROOF BELOW EX15T to be REMOVED O NEW WALL GON5TRUGTION O ----------------- _________-------------__________-____-----_- REVISIONS: - — SKYLIGHT 5KYL16HT EX15T 2nd GLC - - -- O H _EXIST 2nd [-1 WINDOW � I 5KYL I6HT —7-1777 F-� - - - -_— EXIST 2nd FLR -- EX15T 15t GLC 15t FL WINDOW O M-1 lz Kx1 ; EX15T 15t WMMImlmmmmu N FUR ELV Lu Q EX15T GRADE \ Ll U EXI5TIN6 FRONT ELE\/ATION • � � SCALE: 1/4" = 1'-0" r Z � O • � N � ct 13O z3 zK z zx z3 dz Qz dQ dQz — o m v v - -- - Xu-, v 1=0i � o EX15T 2nd GLC EX15T 2nd _ C) ,I 0 W I EX15T 2nd FLR _ _ EX15T 15t GLC a 15t FL - 1 - i 1 1 EX15T 15t - -- FLR EY Lu - w L - cU EX15T GRADE - Lri - - - - - -- NEW BLUESTONE NEW CULTURE:b STONE or 5T000O STEPS $ OVER GONGRETE RGH (per OWNERS>i SELECTION) eFtED ARC FRCFCIBEi� FRONT ELEVATION ��v ,t ��v►N sC,y�,,�� SCALE: 1/4" = 1'-0" N� 0 DRAWN: VC/MS �� 2 339 ��" SCALE: OF N EVJ y JOB#: July 8th,2018 SHEET NUMBER: PERMIT SET - 03/09/2018 (UPDATE 07/08/2018)_ A-4 REVISIONS: EX15T 2nd GL6 EX15T 2nd Qcj II w - F--1 EX15T 2nd FLR -- - ---- - - -- --- FTT TIE= D TF EX15T Ist GLC -- - - ---- Ist FL WINDOW j HIM CJ o -�i L vv i EXIST 151; ° ° FF�� ----------I �7. 7i T-F FUR ELV w tY i Q > EX15T GRADE U � o X 157 I NS REAR M-EVA7I®N SCALE: 1/4" = 1'-0" 0 N � O O N u � m au o r-+ T Q, v EX15T 2nd GLC 0 xx 0 a� EX15T 2nd _ WINDOW - - I � �mrl =� � � PROP FIRST FLOOR DEN _ -11 F - - -_-- - EX15T 2nd FLR — _ - - ---- -s — = EXIST Ist GLC — PROP ROOF OVER _ — — EXIST DECK _ cn Ist FL WINDOW .. . .-_,_,..r, - _ - - 11 ill [ 11111 Fl �llll IIIIIII Jill 1 1111111 111111 11 O o l- � ISI - N _ -' - - - N EXIST Ist _ i -- - - - - i FLR ELV ' - ---- - -- - --- - -- -- i 11 1111111 JIM 1 Lu EX15T DEGK 5TRUGTURE to REMAIN - REPLAGE cJ) QI id 11 1111ALL DEGKIN6 HANDRAILS w/ NEW IPE DEGKIN 8 EX15T GRADE — - GABLE RAILS w/ IPE TOP RAIL PROP OUTDOOR SHOWER AREA _ ,ED A, FR®F05 r� REAR ELEVA710N `lb, I SCALE: 1/4" = 1'-0" Q N� } DRAWN: VC/MS 022 3 39 SCALE: FOP N E\N�C JOB#: July 5th,2018 SHEET NUMBER: PERMIT SET - 03/09/2018 (UPDATE 07/05/2018)_ A-5 REVISIONS: 0000 F TIE cid i I N i a� U 0 � XI571NO R1C-7H7 EL VATI®N 0 SCALE: 1/4" = 1'-0" Z cl 4j � O • � N A-i N � O C) +s X � REMOVE EX15T FA5GIA RAKE BOARD 8 INSTALL NEW 3-,V2" FA5GIA 4 RAKE PROP FIR5T FLOOR DEN ROOF BOARD (TYP ALL) (MATCH EX15T FIRST FLR PITCH) IE[= Illlll 111111 lillill 111111 - OVERLAY or REMOVE EX15T PROP ROOF OVER EX15T DEGK ARA6E ROOF 8 INSTALL w/ NEW COLUMNS rn ~ -_Li I- IL G per p HOMEOWNER CRICKET A5 REQ ~ REMOVE EX15T 510IIN6 - - 1 N PROP 5GREENED IN w 3 REPLAGE w/ NEIW CEDAR --- PORCH IMPRE5510N5 VINYL 510IN6 (per HOMEOWNER _ _ - 5ELEGTION) IT w 0 1 O U CL tY C - p N - - - - Q IT �r m O r m = (Y \ \\ O ~ z ° -- LL ; LL_ ° 1 1EX15T DECK 5TRUGTURE to REMAIN - O N / � � � � � REPLAGE ALL DECKING � HANDRAILS x j w/ NEW IPE DEGKIN6 $ GABLE RAIL5 _ Lu U) w/ IPE TOP RAIL III �u m PROP OUTDOOR 5HOWER AREA --- FRcf=05 r;) R16H7 ELEVA710N c ti SCALE: 1/4" = 1'-0" * ra (P ' -�- DRAWN: VC/MS -y 0 g t. SCALE: � JOB#: OF NFA July 5th,2018 SHEET NUMBER: PERMIT SET - 03/09/2018 (UPDATE 07/05/2018)_ A-6 I REVISIONS: I a- r- O W O I N Hn� hn F� I U 0 � EX I S7I NO LE17 ELEYAT I®N SCALE: 1/4" = 1'-0" Z ww `l kn O . r-.qNc ctN a M O REMOVE EXIST FASCIAF.1 _ _ o RAKE BOARD a INSTALL N s~ s~ NEW 5-Y2" FA5GIA $ RAKE r aI n o rn BOARD (TYP ALL) I x u >< TTJ w opo REMOVE EXIST 5I0IINGCZ REPLACE w/ NEW GEDAR — - - - IMPRES5I0N5 VINYL 51DIN5 (per HOMEOWNER = GHT 5ELEGTION) owl - a 0 I c�: U) I i - - U - hill 1 - a1-1 v o � - ,I 71 I=R®l=05Er� LEFT ELEVA7I9N \�,��R VIN o s SCALE: 1/4" = 1'-0" SC, * = F ry * DRAWN: VC/MS NJ�� SCALE: � JOB#: 9�F�F N 39 40 July 8th,2018 SHEET NUMBER: PERMIT SET - 03/09/2018 (UPDATE 07/08/2018)_ A-7 REVISIONS: EXISTING LIVING ROOM EXISTING DINING ROOM DOORS to DOORS to 5CREENED in REAR DECK +, Lu PORCH p 0 EX15T CABINETRY PROP POPLAR TRIM PROP POPLAR TRIM N PROP STONE (TYP @ ALL NEW -� ►- (TYP @ ALL NEW -11111114— — DOORS) DOORS) ! PROP FIREPLACE N U O +i Lu i--� NEW BUILT IN BOOK SHELF $ CABINET EX15T WOOD EX15T STORAGE FIREPLACE NEW %. ;, EXIST INTEI®� ELE�lT1® iii CABINET ;((r ;,! >�) `» CABINET SCALE: I/2" = I'-0" — O EXISTING DINETTE PROPOSED DEN Q INTERICR ELEVATION SCALE: 1/2" = I'-0" NEW 2x8 LEDGER w/ TOP of 2x6 NEW 2x6 RR TECO _ _ P_ORC H RR_ 16" O.G. EX15T ELV +12'-10" � t DOORS to DOORS to UNDERSIDE NEW cv REAR DECK REAR DECK +� _ _ PORCH GJs NEW 3 II L NEW 2x8 GJ (MATCH EXIST) V ELV +10'-I" .� PROP POPLAR TRIM PROP POPLAR TRIM I �- HEADER _ b v /8 LV @ 16" O.G. j INSTALL ONE OF THE U o (TYP @ ALL NEW ► (TYP ALL NEW •�— _ N NEW 2x8 FOLLOWING: cC >. DOORS) DOORS) NEW 12" SO 1y LEDGER w/ j X (2) 1-3/4" X q y2" LVL w/ � � � � 3 PERMALITE RECESSED r TEGO 3/a" 5TL FL PL -or- N � � Z PANEL GOLUMN5 (TYP (2) 1-3/4" x II-Y8" LVL = �/ PROP BASE 3 @ REAR) PROP SLDR O MOLDING PER EXIST FIN FLOOR cV a HOMEOWNER — . — . . — (EXISTL N (MATCH EXIST) NEW4x4 POST w/ TOP $ ELV +3'-0" - I---- _ _ BASE GAP (TYP) O EXIST GRADE GRADE — . . LVARIES.=VIFL ELV O'-O" 7 \ / NEW 24" 50 PC FTG (MIN 36" INTERIOR ELEVATION ' �" INTERIOR ELE Y ATI®N nCi" B.G.) w/ 12" 50 PG PIER & 4x4 SCALE: 1/2" = 1'-0" SCALE: 1/2" = I'-0" AGO P05T w/ SIMPSON UP-LIFT CONN (TYP l @ PORCH EXTENSION) 0 N 5EC7ION "G-G'• M SCALE: 1/4" = I'-0" � Ln ocuu NERIDGE — — TOP of 2x12_ 0. u � Uao RIDGE "o w u NEW 2x10 RR $ 16" O.G. wl Y2" COX ELV +20'-0" o v Ln PLWD, 15# FELT, 235# ASPHALT v SHINGLES, $ IGE-5HEILD UNDERLAYMENT A5 REQ NEW (2) 2x10 HIP M NEW 2x4 G.T. @ I6 O.G. RAFTER - SET @ 8'-6" ± ABOVE , U +; FIN FL TOP of 2x1O c� NEW 2x4 G.T. 48" O.G. - RAFTER .� EXIST GARAGE ROOF TO LOCATED IN UPPER Yard ---- -- ELV +13'-0" N w REMAIN - OVERLAY PROP OF ATTIC DEN ROOF AS REQ (VIF) NEW 2x10 GJ @ 16" O.G. wl R-4q BATT INSUL NEW 12" OVHD VENTED UNDERSIDE NEW NEW 6" OVHD SOFFIT PROP NEW Y2" GYP SOFFIT (MATCH EXIST) — (MATCH EXIST) _ NEW (2) I-3/4" x q y4" LVL „ N PORGHD BRD @$WGLG5 ills' EX15T 2x4 WALL TO REMAIN - _ NEW 2" CLOSED CELL SPRAYO - NEW Y2" GYP FOAM $ R-15 BATT IN5UL ELV +11'-0" GIRDER dj i,' O H REMOVE EXIST EXTERIOR HOU L J BIRD @ WALLS NEW 2x4 WALL, APPX 30" s m ®® WRAP $ SIDING $ INSTALL NEW —'1c NEW /4 DECKING (� Y2" GYP BRD GLC-75 ? EXTERIOR WALL CONSTRUCTION: HIGH w/Y2" COX PLYWD, _ (FINISH FLOORING PER EXIST _ NEW 2x(b STUDS @ 16 O.G. wl Y2 COX TYVEX VAPOR BARRIER $ 1z HOMEOWNER) O FIN FLOOR OARAOE PROP DEN !! PLYWD, TYVEX VAPOR BARRIER $ NEW SIDING per N 3 NEW SIDING per HOMEOWNER HOMEOWNER NEW 3/4" COX T$G (DOOR $ HEADER NOT 5HOWN FOR O LMATGH EXISTL TECO NEW 2x10 5UBFLOOR w/ CLARITY) NEW 2x4 SILL PL -- ---- - ELV +3'-O" LEDGER to EXIST FINISH FLOORING PER HOMEOWNER FIN FLOOR NEW 4x4 POST w/ TOP $ PROVIDE SCREENING NEW 2x8 DJ @ 16° GRADE WALL NEW 2x6 SILL PL w/ — . , LMATGH.EXISTL BASE GAP (TYP) UNDER DJS O.G. _ LVARIES.=VIFL EXIST GARAGE SLAB TO REMAIN � Xn ! ------ s/8" ANCHOR BOLT @ ELV +3-O NEW (3) 2x8 (REPAIR AS REQ) J v 32" O.G. (MIN 4" EMB) GIRDER = . NEW 24" SO PG FTG (MIN 36" U NEW (3) 2x10 NEW 2x10 FJ @ 1(b" GRADE u PROP 61RDER O.G. w/ R-30 EXIST GRADE LVARIES,=VIFL B.G.) w/ 12" 50 PG PIER $ 4x4 BOTTOM of FTG m BATT INSUL — AGO POST w/ 51MP50N UP-LIFT — — — — — BASEMENT (VARIES - VIF) ELV O-O CONN (TYP l @ PORCH ELV -3'-O" REMOVE EXIST GARAGE FOOTING $ NEW 8" PG FDN WALL w/ BITUMINOUS EXTENSION) NEW 4" LG w/ NEW 4" PG SLAB w/ 1% GOATING, REINFORCED w/ THE FOLLOWING: +� STEM WALL (NOT SHOWN) $ INSTALL NEW - WELDED TOP $ BA5E WWM $ I-LAYER PVB 8" THK PG FON WALL w/ FTG BELOW FOR PLATE $ 12"x24" PG (I) #4 HORIZONTAL R/B TOP $ BOTTOM �- JECiT I®N "5-5" PROP05ED BASEMENT UNDER NEW DEN (MATCH EXIST BASEMENT (1) #5 VERTICAL R/B @ 36" O.G. (HOOKED .�EREDq� FTG BELOW w/ (3) #4 SLAB ELEVATION) ° TOP of SLAB SCALE: I/4" = I'-0" EXTENSION (TEMP SUPPORT EXIST WALL INTO FTG) f7 EV IN 'S REBAR EACH WAY 151- E ABOVE A5 REQ) 1• (4) 4 HORIZONTAL R/B EOL SPACED AS LMATGH E��y,__YIFL ���� 6-111± REO NEW 8"x16" PG FTG w/ (2) #4 R/B $ N * DRAWN: VC/MS 2x4 KEY _5 -I SCALE: �>� �2233g C, JOB#: aEGTIONA '' - l l 4F NF-\N June 22nd,2018 SHEET NUMBER: SCALE: 1/4" = 1'-0" A-8 PERMIT SET - 03/09/2018 (UPDATE 06/22/2018)_ REVISIONS: ROOF 14" V.T.R. I I z I w211 I EX15T +1 z - - -4- - - -_ _ _ 2" RAILINGS EXIST I I i - T X BANISTER O RAILING - -I NI I I NEW SECOND FLOOR I 5HOWER (ALL EXI5TIN6, UNLESSZ OTHERWISE NOTED - � uz—i N I WG WG I TIF3O REMOVE 4 REPLAGE w/ UPDATED FIXTURESper z � HOMEOWNER) - +I = 411 411 o �D I w x I ►� _ _ —i- -- - -T —r- - _ _ _ _ _ — 211 � — �-- - PROP POPLAR TRIM -� f T I I I I I I I — I I = I r =T O LIVING (TYP @ ALL NEW z I II IN I II II I I 1ROOM/DINING LU DOORS) —1+I [—+ ^ ROOM BEYOND Q PROP GLASS —I —I — — —I —I —I —( I NI NI NI NI NEW NEW I H N CLOSET DOORS FIRST FLOOR I I I I I I SHOWER SHOWER SHOWER 011111111- x (ALL EXISTIN6, UNLE55 W/M D/W ~ z z z I ( UTDOO ) -- OTHERWISE NOTED - �L z z z z EX15T �n I BIDET WG WG WG HALL REMOVE 4 REPLAGE w/ --I Lr UPDATED FIXTURES per �y NCc, N N ih en cm cn N N N N HOMEOWNER) — _ _ _ _ _ I IG.0. 41' 4 EX15T MOULDING to REMAIN I G.O I —"- --- — -- -_- -- - CONNEGT TO EX15T 5GOH5 I U APPROVED SANITARY 5Y5TEM AS REQ INTERIOR ELEYA7I0N IMI INTERIOR ELEVA710Nct ILII SCALE: 1/2" = 11'41 SCALE: 1/2" = 1'-0" FLM51NO R15ER I OR M ct 4S � z SCALE: N.T.S. O ctM , EXIST EXIST o � v NEW (2) I-3/a11 x C; 0 v u q Y2 LVL NEW 2x8 GJ 0 >01 16" O.G. w/ R-30 INSTREMOVE EX15T WALL 4 LL ONE OF THE �° TO o NEW WINDOW FOLLOWING LUSH w/ ENERGY CALGs Q o BATT I N5UL v u TEG05 : Gav%y Continuous "C3 U NEW NEW 2x4 EXTERIOR (2) 13/4" x cly2" LVL w/Y2" Component Assembly Orientation Grosskea Insulation Insula%on U-Factor UA SHGC cti G) BALU5TER5 R-Value tz-Value _ WALL GON5TRUGTION w/ PROP 5TL FL PL -or- _ RAILING O R-IS BATT INSUL LAUNDRY (2) I3i4" X 11 /g11 LVL t3u11dmg__.....__ B_ >'rbposetl Flrsi Floor Cermgc Den Flat Ceiing or Scissor Truss I 209_1121- 49 0 Go T 0 026 Ex,svng Second F1oorCeilmg_ Flat Ceiling or SclssorTruss 1815 N, 300 00 0 035 64 Existing First FloorFloorn ea An-WoodJoisVrrussOverUncondltio, _ Y U NEW 2x10 FJ @ 16 O.G. Pro dsedFustFloorFloonn Area A11-WoodJoistrrrussOverUncondibo. -- 2644 .112: 300 00 0033 81 XT 5 O .--- ------- ' ___ _ -- „ g Cly _p_ g I 438 1%2' 300 00 0033 14 P4/ R-30 BATT I N5UL •.Evssn First Floor Wan Wond Frame.18"0 c - .'Unspecified 1520 ;%2; 150 0 0 0077 78 N 0l n X x 7,I�I °;,'��'� + +NewWmdows�Exls%rtg Areas 1Vm4JFlberglass Frame Double Pane � Unspecl0ed 191 +%z 0 28 53 0 40 � W Now Exterior Doors 6)ExistingAreas Solid Unspsnfind �_80 %2 021 19 Glass Unspeclned 240 ;1121 0 28 67 040 Windows @Add lien Areas 9 ( ) . in / — �- •t� ° a ,. ------------tion -1 .-__.__._.__..--.�= --•-��Unspecfied I A114---1 , __... _ ... .. .. .I-- -- --- - --. ---- New Exterior Doors Enstin Areas Glass Frame 67 z a - -- ------ ; - ° Pro_posed First Floor Wag Addition IV,nyllF berg ass Frame Double Pane Unspecified 928 %2 15 0 00 0 287 32 0/0 GRADE PROP �. ,- - - _ - ° ._.• .. ... -:Unspecified 1440 I%2 -`-- - -.. LiJ _ U.I ° ALTERNATE: BUILD OVER 'Now ProposedAddiHons(GlassGlass �unspecmed eo n2', _ I_ oze 22 040 +I z ° CRAWL ° -� -_ ._._ - ._ EX15T GONG/BRICK PATIO ExlslingSecond FlootWali, —lWoodFrame.I6"oc --p - -'— - I ' t50 o0_1 0077 80 - Oi O J n Ip ° SPACE ^NewWindows @Setond Floor IVnryuFlberglass Frame Double Pane Unspecl%ed 275 F 112. jj I g,28 77 0 40 NEW 4 PG 5LAB w/ �(o r v v —- - -- - - -- — _ _-- — - --- - N N WWM 4 I-LAYER PVB EX15T TOTAL: 665 (7.0% BETTER THAN CODE) EX15T MAX ALLOWED UA: 715 C U EEO, 4e PROP POPLAR 1 5EGTION r;)—I:) TRIM (TYP @ r_ " EXIST SCALE: 114" = I 0 ALL NEW - HALL DOORS) U PROP FRONT DOOR 4 51DEL16HT5 O EX15T EX15T STAIRWAY to GL05ET SEGOND FLOOR w/ DOOR NEW RAILIN65 4 BALUSTERS EX15T x15T 1 N MOU DI 6 to �,��RE q C MOULDING to REMAIN �(v `� y Uy�� C?� �V REMAIN I 777d C� N N DRAWN: VC/MS INTERIOR ELEVATION ILII INTERIOR ELEVATION ILII � 0 9 SCALE:G�� JOB B#: n _ n 1 " W SCALE: 1/2 = 1'-0' SCALE: 1/2 = 1'-0' n OF N E� June 22nd,2018 SHEET NUMBER: PERMIT SET - 03/09/2018 (UPDATE 06/22/2018)_ A-9 REVISIONS: FIRST FLOOR FIN15H 5GHEDULE SECOND FLOOR FIN15H SCHEDULE LOCATION: FLOORING: WALLS: CEILING: BASE MOULDING WINDOW $ DOOR CA51NO: CEILING TRIM: REMARKS: LOCATION: FLOORING: WALL5: CEILING: BASE MOULDING WINDOW 4 DOOR 0A5IN6: CEILING TRIM: REMARKS: EX15T MASTER BEDROOM 5Y2" SEL RED OAK NO CHANGE NO GHAN6E POPLAR BASE TRIM POPLAR CASINO POPLAR GROWN EXIST to REMAIN - REFINISH A5 REQ EX15T BEDROOM #I 5Y2" SEL RED OAK NO CHANGE NO GHANOE POPLAR BASE TRIM POPLAR GA5IN6 POPLAR GROWN EX15T to REMAIN - REFINISH AS REQ EX15T MASTER BATH 5Y2" SEL RED OAK NO GHAN6E NO GHANOE POPLAR BASE TRIM POPLAR CASINO POPLAR GROWN EXIST to REMAIN - REFIN15H A5 REQ EX15T BEDROOM #1 GL 5Y2" 5EL RED OAK NO CHANGE NO GHAN6E POPLAR BASE TRIM POPLAR GA5IN6 POPLAR GROWN EXIST to REMAIN - REFINISH A5 REQ EX15T MASTER WIG 5Y2" SEL RED OAK NO GHAN6E NO GHANOE POPLAR BASE TRIM POPLAR CASING POPLAR GROWN EX15T to REMAIN - REFINISH AS REQ EXIST BEDROOM #1 GL 5 Y2" SEL RED OAK NO GHAN6E NO GHAN6E POPLAR BASE TRIM POPLAR CASING POPLAR GROWN EXIST to REMAIN - REFINISH AS REQ EX15T MASTER GL 5Y2" SEL RED OAK NO GHANOE NO GHANOE POPLAR BASE TRIM POPLAR CASING POPLAR GROWN EX15T to REMAIN - REFINISH A5 REQ EXIST BEDROOM #2 5Y2" SEL RED OAK NO CHANGE NO GHAN6E POPLAR BASE TRIM POPLAR GA5IN6 POPLAR GROWN EX15T to REMAIN - REFINISH AS REQ EX15T STUDY 5Y2" 5EL RED OAK NO GHANOE NO GHANOE POPLAR BASE TRIM POPLAR CASINO POPLAR GROWN EX15T to REMAIN - REFINISH AS REQ EX15T BEDROOM #2 GL 5Y2" SEL RED OAK NO CHANGE NO GHAN6E POPLAR BASE TRIM POPLAR GA5IN6 POPLAR GROWN EX15T to REMAIN - REFINISH A5 REQ EXIST STUDY GL 5Y2" SEL RED OAK NO CHAN6E NO GHANOE POPLAR BASE TRIM POPLAR CASINO POPLAR GROWN EX15T to REMAIN - REFIN15H AS REQ EX15T BEDROOM #2 GL 5Y2" SEL RED OAK NO GHAN6E NO GHAN6E POPLAR BASE TRIM POPLAR CASING POPLAR GROWN EX15T to REMAIN - REFINISH A5 REQ EXIST FOYER PORGELIN TILE Y2 WALL WAIN5GOTTIN6 NO GHANOE POPLAR BASE TRIM POPLAR CASINO POPLAR GROWN EX15T BEDROOM #2 WIG 5Y2" 5EL RED OAK NO CHANCE NO CHAN6E POPLAR BASE TRIM POPLAR GA5IN6 POPLAR GROWN EXIST to REMAIN - REFINISH A5 REQ EX15T FOYER WIG PORGELIN TILE NO GHAN6E NO CHANGE POPLAR BASE TRIM POPLAR CASINO POPLAR GROWN !EX15T STUDY 5Y2" SEL RED OAK NO GHAN6E NO GHAN6E POPLAR BASE TRIM POPLAR CASING POPLAR GROWN EX15T to REMAIN - REFINISH AS REQ EX15T POWDER ROOM PORGELIN TILE Y2 WALL TILE NO CHANGE POPLAR BASE TRIM POPLAR CASINO POPLAR GROWN EXIST GL 5—)/2" SEL RED OAK NO GHANOE NO GHANOE POPLAR BASE TRIM POPLAR GA5IN6 POPLAR GROWN EX15T to REMAIN - REFINISH AS REQ EXIST POWDER ROOM GL PORGELIN TILE NO GHAN6E NO GHAN6E POPLAR BASE TRIM POPLAR CASING POPLAR GROWN EX15T HALL 5Y2" SEL RED OAK NO GHANOE NO CHANCE POPLAR BASE TRIM POPLAR GA5IN6 POPLAR GROWN EX15T to REMAIN - REFINISH A5 REQ EXIST LAUNDRY PORGELIN TILE NO CHANGE NO GHANCE POPLAR BASE TRIM POPLAR CASINO POPLAR GROWN EXIST HALL GL 5—)/2" SEL RED OAK NO GHAN6E NO GHAN6E POPLAR BASE TRIM POPLAR GA5I1\16 POPLAR GROWN EXIST to REMAIN - REFINISH AS REQ EX15T LAUNDRY GL PORGELIN TILE NO CHANGE NO GHANOE POPLAR BASE TRIM POPLAR CASINO POPLAR GROWN PROP HALL LG 5—,V2" SEL RED OAK Y2" 6YP BIRD Y2" GYP BIRD POPLAR BASE TRIM POPLAR CASING POPLAR GROWN EX15T HALL PORGELIN TILE NO GHAN6E NO CHANGE POPLAR BASE TRIM POPLAR CASING POPLAR GROWN EXIST BEDROOM #3 5-Y2" 5EL RED OAK NO GHAN6E NO GHANOE POPLAR BASE TRIM POPLAR GA5IN6 POPLAR GROWN EX15T to REMAIN - REFINISH A5 REQ EXIST HALL GL PORGELIN TILE NO GHAN6E NO GHAN6E POPLAR BASE TRIM POPLAR CASINO POPLAR GROWN PROP' BEDROOM #3 WIG 5-Y2" SEL RED OAK Y2" GYP BRD Y2" 6YP BIRD POPLAR BASE TRIM POPLAR GA51N6 POPLAR GROWN Q M-1 EXIST KITCHEN PORGELIN TILE NO GHAN6E NO GHANOE POPLAR BASE TRIM POPLAR CASING POPLAR GROWN PROP BATH/DRESSING PORGELIN TILE Y2" 6YP BRD Y2" 6YP BIRD POPLAR BASE TRIM POPLAR GA5IN6 POPLAR GROWN EX15T DINETTE PORGELIN TILE NO CHANGE NO GHAN6E POPLAR BASE TRIM POPLAR CASINO POPLAR GROWN HALL BATH/DRE55 IN 6 PORGELIN TILE Y2" 6YP BRD 8 PARTIAL Y2" GYP BRD POPLAR BASE TRIM POPLAR CASING POPLAR GROWN FROP05ED DEN 5-Y2" SEL RED OAK Y2" 6YP BRD Y2" GYP BRD POPLAR BASE TRIM POPLAR CASINO POPLAR GROWN WAINSCOTTING (HALF WALL) w EXIST LIVIN6 ROOM PORGELIN TILE NO CHANCE COFFERED GEILIN6 POPLAR BASE TRIM POPLAR GA5IN6 POPLAR GROWN EX15T DINING ROOM PORGELIN TILE NO CHANGE COFFERED GEILIN6 POPLAR BASE TRIM POPLAR CASINO POPLAR GROWN EX15T GARAGE 5Y2" SEL RED OAK NO GHANOE NO GHAN6E POPLAR BASE TRIM POPLAR CASINO POPLAR GROWN EXIST to REMAIN - REFINISH AS REQ DOD C) H H FIRST FLOOR WINDOW & EXTERIOR DOOR 5GHEDULE SECOND FLOOR WINDOW SCHEDULE Q Q LOCATION: MANUFACTURER: SIZE: QUANTITY: TYPE: WINDOW DIMENSION: NOTES: LOCATION: MANUFACTURER: 51ZE: QUANTITY: TYPE: WINDOW DIMEN51ON: NOTES: PROP DEN ANDERSEN SERIES "A" TW2846 3 TILT WASH 2'-I0" W x 4'-q" H EX15T BEDROOM #1 ANDERSEN SERIES "A" TW3046 3 TILT WASH 3'-2" w x 4'-q" H EX15T MASTER BEDROOM ANDERSEN SERIES "A" TW3046 4 TILT WASH 3'-2" W x 4'-q" H EX15T STUDY ANDERSEN 5ERIE5 "A" TW3046 3 TILT WASH 3'-2" w x 4'-q" H ANDERSEN SERIES "A" DHP5646 I PICTURE 5'-8" W x 4'-q" H EXIST BEDROOM #3 ANDERSEN SERIES "A" TW3046 3 TILT WASH 3'-2" w x 4'-q" H EXIST MASTER BATH ANDERSEN SERIES "A" GXH145 2 GA5EMENT 3'-1" W x 4'-6" H ANDERSEN SERIES "A" TH3042 2 TILT WASH 3'-2" w x 4'-5" H ANDERSEN SERIES "A" TW3446 I TILT WASH 3'49" W x 4'-q" H EXIST BEDROOM #2 ANDERSEN SERIES "A" TW30310 2 TILT WASH 3'-2" w x 4'-1" H EX15T STUDY ANDERSEN SERIES "A" TW3446 2 TILT WASH 3'46" W x 4'-q" H ANDERSEN SERIES "A" TWI8210 I TILT WASH I'-10" w x 3'-1" H Q� EX15T FOYER WIG ANDERSEN SERIES "A" TW3446 I TILT WASH 3'-6" W x 4'-q" H EXIST BEDROOM #2 WIG ANDERSEN SERIES "A" TW30310 I TILT WASH 3'-2" w x 4'-1" H U EXIST POWDER ROOM ANDERSEN SERIES "A" TW3446 I TILT WASH 3'-6" W x 4'-q" H EXIST FOYER - 2nd FLR ANDERSEN SERIES "A" DHP56310 I PICTURE 5'-8" w x 4'-1" H Q� ,.d o EX15T LAUNDRY ROOM ANDERSEN SERIES "A" TW344b 2 TILT WASH 3'-6" W x 4'-q" H EXIST BATH ANDERSEN SERIES "A" TH30310 I TILT WASH 3'-2" w x 4'-1" H cz EX15T ALTERED BATH ANDERSEN SERIES "A" TW30510 2 TILT WASH 3'-2" w x 4'-1" H FIR5T FLOOR EXTERIOR DOOR 5GHEDULE Z FRONT DOOR PER HOMEOWNER TW3068 I WOOD o PER HOMEOWNER 15" WIDE SIDELIGHT 2 SIDELIGHT �_ N EXIST GARAGE PER HOMEOWNER 2468 I WOOD M PROP DEN ANDERSEN FWG12068-4 I GLASS EX15T LIV/DIN ROOM ANDERSEN FW612065-4 2 GLASS PROP 5GRND-IN-PORCH ANDERSEN 3068 1 GLASS 0 m c0 rn m o cu v 5- mca � LnU rn 00 N v O W U') C1� U) N x A/ if `\ n DRAWN: VC/MS '9 0 4- SCALE: 22339 q-- 1 0, N E SN•(C JOB#: July 8th,2018 SHEET NUMBER: A- 10 PERMIT SET - 03/09/2018 (UPDATE 07/08/2018)_ REVISIONS: O W Q_ PROP05ED �'Stoo 00- SGREENED IN PORCH ROOF w' PROP w' SLOPE �� O GOVERED� o PORCH ROOF Q H PROP FIRST H FLOOR DEN ROOF EXIST (MATCH EXIST EXIST w� � SEGOfdD --�I � FIRST FLR PITCH) FIRST C FLOOR ROOF r--FLOOR PR RIDGE ROOF OVERLAY or REMOVE EX15T 6ARA6E ROOF AS REQ EXIST U RIDGE -------- -------- J U EXIST R I DOELu � p • � o CL C) G EXIST O PROP GRIGKET Z �/— SECOND -�/ FLOOR ROOF (••L� EXIST O �-FIRST EXIST 'r FLOOR (5ARA6E ROOF ROOF M •� CC3 O 41 Q EXIST FIRSTLu �Q ----FLOOR ROOF O �v EXIST �- G-ARAOE ROOF �G o N FR®F ROOF FLAN o u SCALE: i/8" = I'-0" rn n o .2 NOTES: I. ALL NEW ASPHALT 5HIN6LE5. 2. NEW 50LAR by GREEN LO61G. cz m Q" Ln U rn Z o W C1) C CU-) N x \cb I DRAWN: VC/MS . -•_off---�.., .�- X 02 33g �t. SCALE: F .(c JOB#: OF N F ` July 5th,2018 SHEET NUMBER: PERMIT SET - 03/09/2018 (UPDATE 07/05/2018)_ A- 1 1 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRTCERIA GROUND WiND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERiN LINE TERMITE DECAY DESIGN UNDERLAYMENT 4"MAX. HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 130 C SEVERE 3 FT. TO HEAVY MODERATE IS YES 4"DiA.MAXIMUM RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: LEDGER 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RiDGE HEADER All fasteners.hangers and anchors to be gelvinized or stainless steel. ' 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored Z Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER JACK STUDS M3).Posts supporting girders shall be anchored to a minimum 24"x24"02"thick concrete footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft.below grade. ^ RAFTER-TO-LEDGER CONNECTION 4).Deck joists to have blocking at 810 o.c-. LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA. BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5).Flashing shall be Installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAiFTER/LEDGER ALL OPENINGS LSTA12 1-1/4 x12r 20ga.STRAP APPLY TO EACH JACK STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers STAIR RAILING I and nuts at 16"o.c. ROOF L.STA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD w 6).Concrete piers shall be a minimum 6"above grade. 1-1/2"SPACE MINIMUM 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to glyder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. HANDRAILS 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal RAFTER for any contact with ACQ. 'Z H TOP PLATE HANDRAIL NOTES: POSTHF�-1 • TOP PLATE All required handrails shall be of one of the following types BALUSTERS or provided equivalent grespability. H RIM/DECK JOiST o 1).Type 1. Handrails with circular cross section shall have an WALL STUD WALL STUD outside diameter of at least 1-1/4 inches and not reater OPEN BALUSTER ATTACHED�'O WALL p g than 2 inches.If the handrail is not circular It shall have a perimeter dimension of at least 4 Inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 Inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLAT RT15 TYDOWN ANCHOR 2}.Type ii.Handrails with a perimeter greater than 6.1/4 SHALL NOT BE LESS THAN 14/4"NOR MORE THAN 2"iN "_ r10-3/4"x CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION 4 6 RAFTER RT10 tSga.TYDOWN ANCHOR inches shalt provide graspable finger recess area on both CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MiN.(2)1/2"DIA.GALV.BOLTS WiTH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest � EACH RAFTER portion of the profile and achieve a depth of at least 5/16 V inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 p inch to a levet that Is not less than 1-3/4 Inches below the 03 4'MAX, tallest portion of the profile.The minimum width of the • r"� O handrail above the recess shall be 1-1/4 inches to a 4"DIA.MAXIMUM maximum of 2.3/4 Inches.Edges shall have a minimum Z GIRDER/i-iEADER radius of 0.01 Inches. GIRDER/HEADER O ° NAILING SCHEDULE Z JOIST POST/COWMN ° ° ° ct M O o ° ROOF SHEATHING: POST/COLUMN NAIL NAIL JOINT DESCRIPTION Qom, SPACING NOTES STRUCTURAL PANEL Bd AS PER TABLE 3.8 GIRDEWHEADER WFCM-SBC POST TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL-3.8d COMMON EACH DECK TORCH RAILING 6x6 SOLiD COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL•4.8d COMMCIRAFTER TOE-NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN L CEILING JOIST 8'WALK 3-8d COMMONEACH TOE-NAIL -� JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) /2 DIA.GALV.BOLTS WITH WASHERS AND NUTS TO TOP PLATE 10'WALL:4-8d COMMON JOiST N CEILING JOiST TO AS PER TABLE 3.7 EACH FACE M m Z PARALLEL RAFTER WFCM-SBC LAP NAIL m o CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL Q o,� o ST,U COLLAR TIE AS PER TABLE 3.4 EACH FACE 1 w4-1 BEARING PLATE TO RAFTER WFCM-SBC END NAIL o v Ln a GIRDER BLOCKING 2 .Sd COMMON EACH TOE ;:04 - TO RAFTER END NAIL 4 � g- o � -T . ' RIM BOARD EACH END TO RAFTER 2-16d COMMON END NAIL U ° WOOD JOIST c in .- r s' • N OJ WALL FRAMING: o w LEDGER 1I NAIL NAIL o GIRDER/HEADER I I CONCRETE PIER '.." JOINT DESCRIPTION Q-�_ SPACING NOTES WOOD JOIST "' '• • TOP PLATE TO WOOD JOIST ".�`"•. TOR PLATE 2-16d COMMO PER FOOT FACE NAIL .:•�". TOP PLATES AT 4-16d COMMO JOINTS FACE INTERSECTIONS EA. SIDE NAIL U0 DOUBLE 2x STUD TO 24' FACE W FLUSH JOISTS WITH HEADEfV6IPDER (MINIMUM) STUD 2-16d COMMO O.C. NAIL CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 1 FOR HEADER HEADER/GIRDER-TO-POST CONNECTION " U i HEADER TO 16 O.C. FACE LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM 16d COMMON O " I LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG(EDGES NAIL 1F ABLE,SET FIR JOISTS APROALLOW FOR HIGHER THAN LVL HEADERS ROD 1 I 2 BEAMS PAV44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TO ALLOW FOR SHRINKAGE. REQUtREO 11 ( ) FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE PLATE TO STUD 3 -16d COMMO PER 2x6 SND NAIL BOTTOM PLATE TO: FLOOR JOIST.BAND JOIST. 2-16d COMM O PER FACE NAiL N FLASHING TUCKED UNDER 1 END JOIST OR BLOCKING FOOT TOP PiECE OF SIDING AND _ LAPPED OVER FiRST CONTIN. PiECE OF SIDING BELOW THREADED ROD DECK FRAMING: 1/2"DiA. LAG BOLTS W/WASHERS CNW COUPLER NUT JOINT DESCRIPTION NAIL NAIL NOTES U QTY. SPACING U. c1) CONNECTED TO BLDG. @16"OCPOST JOIST TO: 4-8d COMMO PER TOE r`R"1G� MINIMUM SILL,TOP PLATE OR GiRDER JOIST NAIL e1 6 END DISTANCE BRIDGING EACH TOE )TKW TO JOIST 2-8d COMMONEND NAIL M44 � ' A FLOOR FRAMING uaCHOR p P1F� t6• Ap a sti• M11NiM M gyp. " TO JOIST 2-8d COMM EACH TO �� �ARCy/� 2x JOISTS °•` o a a END ANCE � BLOCKING TO: EACH � 'S' f� n •'s •• •, 12"xI2"X12" r r " r 3-16d COMMO ""a a •.• .o •;;.• " > SILL OR TOP PLATE BLOCK .� CONCRETE FOOTING •y CONT.S1AB ". • v � v v i v z (AS REQ( �Q.�Qe •pry •�• �" �" a BLOCKING FOR "' a .4 -oma • • JOIST HANGER - �� " " 3-16d COMMO .- LEDGER STRIP EACH IFA m04 N TO BEAM JOIST *1 L , cowrd1L ,d 'R DECK PN � 3-$d COMMON � V 9 �- DRAWN: VC/MS LAG BOLTS •� • •. b eaNe. ;a e a p�PLAN •• •• JOIST ON LEDGER PER RIM JOIST/BD. a –n a�aQ r�FR ,d4-' HOLLOW COLUMN UPLIFT 2233 O 'a"eoaa SIMPSON STRONG TIE MODEL STRRT/Z DECK POST FTG.CONNECTION BAND JOIST 3.164 COMMO JPER E � F NES B � SCALE: a INSTALL AS PER MANUFACTURE'S RE•COMENDATIONS TO JOIST JOIST NAIL JO #. LOCATION USP NUMBER DESCRIPTION APPLICATIONAu August 9th,2018 BAND JOIST TO: 2-16d COMMO PER TOE NAIL 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SiLL OR TOP PLATE FOOT SHEET NUMBER: DE[K/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING A- 12 REVISIONS: WIND LOAD PATH CONNECTION ASID CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° RAFTER WALL STUD END LEDGER WALL CRIPPLE STUD • BOTTOM PLATE 0 • RIDGE • HEADER • ; BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR JUSP NUMBER DESCRIP70N APPLICATION zi 1ST. ppSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT H CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 189c. SLOPE HANGER APPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 8 / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC pp pp pp a IP WALL STUD THROUGH-ROOF EXHAUST ,,•� VENTS SELECTED AND �4 LOCATED BY CONTRACTOR p� METAL STRAP CRICKET AT TDP-SIDE OF VENTILATION CHANNEL � C HIMNEY AS REQUIRED RIM BOARD RAFTER WALL SHEATHING RAFTERS MAINTAIN H SILL PLATE(S) , VENTILATION WOOD JOIST r r + r .• r • SIDEWALL FLASHING ' BLOCKING BLOCKING F--I FOUNDATION • '� TOP PLATE I 2x4 LEDGER • - - - - FINISH WALL AND MOISTURE n BARRIER TO LAP FLASHING i 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL W4INDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �.' THE SPACE VENTILATED, ALL OPENINGS ONT1N. SCREENEp VENT WOOD GIRDER SHALL 13 E COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS �, RESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �• PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. INSTALL 4'0" O.C. 0 FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITEb EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" X 18ga. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND „ , ROOF VENTILATION / OVER BEARING WALLS AND HEADERS INSTALL 4 0 O.C. CONNECT T 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,� ' 8" - 12" RAFTER RT20 1-1/8" O x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT V OF FLASHING o 2ND. FLO R WALL �' ' �d ROOFING LAPS BASE 0 3 ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING N O a' SHINGLES AT BASE MIN, 4 INCHES THROUGH VENT N 1-10 N WOOD JOIST a3 M '�:i 01 0 TOP PLATE GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPIING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES. SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION " - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS PRE-MANUFACTURED LOCATION USP NUMBER DESCRIPTION APPLICATION 4 KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. 8" - 16" IMSTA48 1-1/4"x48" 169a. STRAP AND JACK STUDS PLATE/WALL SPTH4 SND PLATE ANCHOR CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS C)OF ROOF N G 0 ON ALL OPENINGS PLATES TO EACH STUD M 4 � o Ln w DBL. SILL PLATE TERMITE SHIELD ` 1— SUB FLOOR O x o SILL GASKET ,L w + WOOD JOISTS '10 \ NEOPRENE -'�"'. ; i 2x6 /2x8 CONTINUOUS WOOD PLATE q+ u CONC. SLAB GASKET , TYP. CONC. FOUNDATION /� 6 MIL. POLY ' - V3 _ I BOLTED TO STEEL BEAM WITH DAMPPROOF EXTERIOR GRANULAR FILL i EMIL POLY ON EXTERIOR V ' ' -�'~ ��� � '' - � � � 1/2 " DIA. BOLTS ® 48" o.c. STAG. � U � + V '" STEEL COLUMN s •� u) •a Aa ( • a e• ° \ ROOF JACK �� �� „ +, -0 v � � . 'O ' , rr � � • \ . STEEL BEAM C ONC SLAB cv � I~ a� p ANCHOR BOLT EMBEDMENT: cr " " x 8" STEEL W a �� I x 1/4 + � POURED CONCRETE: 7" 4 .Q \01 J* COMPACT FILL sb r " ROOFING LAPS , , ., BLOCK WALL: 15 � TOP AND BOTTOM PLATE V + . a • Q '' FLASHING AT / KEYWAY FOOTING e P �• L, �► CONC. FTG. •q Q+p e ` WITH 1 2 x 6 ANCHOR BOLT G USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� 1/2" GROUT s ; p (USP LB PS58 OR B P583) ANCHOR BOLT CONNECTION "� " " -•+ 1 I I me 3" STEEL COLUMN D, REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 10 KIPS ) , ANCHOR BOLT CONNECTION '' -- DRAIN TILE + p ° SUPPORTING MAXIMUM SPACING FLASHING LAPS +.-- � SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 9 STORY 72" OC V TYPICAL BEAM DETAIL Ocn TYPICAL CONC. FOUNDATION. APPLY PILASTERS " " " " SILL PLATE TO FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3 STEEL COLUMN ANCHORED TO 24 x24 x12 CONC. FTG. CRAWL SPACE OR FOUNDATION ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL (SLAB-ON-GRADE) N I SUBFLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR I USE 2X8 STEEL BEAM U- �4 FOR BLOCKOUT C) P4 4" SLAB ' 1 R E / tt 1 SLOPE 5� �1N • • P.T. PLATEdm pp ` W 6X8 WMM 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT �0 �� "u sc � 1f2" AIR ACE �` < I ` ° (WITH A NAILING PLATE IF NEEDED) y n '�,�' AT END AND 1, 1 �•�' O • :d °• r ' TO BE APROX. 1/2" OR HIGHER THAN • �,cES OF WOOD ps Q D s e. 0 • ` STEEL BEAM TO ALLOW FOR SHRINKAGE * qua N ADE + a .''L"'�"'""- __r_-i �,�' BEAMS 1 Q • ► (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) r " . 6X6 W.W.M. ,_ ''d i ` C [I_ r° — MIN o ,E'�` sp e� •x n+b 11•s /�•r .� �`"`--••..,, NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM d , • e,, gyp SUBFLOOR9J� X22339 tj*� 4 REINFORCING BAR z o, NOTCH EQUALS 1/� DEPTH OF BEAM a O ,s,d s I —I I JOIST OF N E`N y P REINFORCING BAR 4�• DRAWN: VC/MS * 4��,• s" e STEEL BEAM SCALE: DRAIN TILE i e' 12" '4 a• SHEET METAL / 3Q# FELT UNDER BEAM AT POINT �� '�� `• OF CONTACT WITH CONCRETE OR CONC. BLOCK —� PLATE (BOLTED TO BEAM) JOB#: 3" June 22nd,2018 SHIMS TO LEVEL BEAM TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. .A A SHEET NUMBER: REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET A- 13 PERMIT SET - 03/09/2018 (UPDATE 06/22/20A1 ) REVISIONS: JLNEmKAL NU40"'4kT "Ll"S WIND FRAMING NOTES NAILING SCHEDULE NYS UNIFORM CODE: 2015 EDITION PLAN CONTENT'S: 1). RiDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie Is used In leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QT,. SPACING NOTES In each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. � BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: P RAFTER TO s WALL, 3-8d COMMON EACH TOP PLATE t0'WALL: 4-Bd COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PIANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be In CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL : 4-8d COMMON JOIST for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall In line with studs below, rafters TO TOP PLATE IO'WALLPRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State buildingcodes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall to late and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH. FACE DESIGN CRITERIA p p g P P CURRENT SBC HIGH WiND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM- SBC IAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM- SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TiE AS PER,TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM- SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 . 16df COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 H First wall studs shalt be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 [-+ 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 Inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAIIS ANY DIRECTION 200 precautions and programs In connection with the work.There are no warranties for a bottom late, QTY. SPACING (DESIGNED D FOR CAT.c) p p g p 3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY [--+ specific use expressed or Implied In the use of these plans. spacing Is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2- 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a siii plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWiND PATH CONNECTION Qi 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4` '16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE i EXTERIOR SHEARWALL CONNECTIONS: STUD TO24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD Q.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. In the field, and FIRE PROTECTION 0 7). The General Contractor is to consult with the owner for all built-in items 1/2 Inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS �--� gypsum P HEADER 16d COMMON ALONG EDGES NAIL SMOKE &CO2 DETECTORS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10"o.c. in the field shall be In accordance with the length requirements specified TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION i--+ in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMO PER 2x4 STUD END Q 8). Wind load requirements shall be taken Into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAiL ENERGY CALCULATIONS RESCHECK 6). TYPE ll EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type tl exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOiST, 2- '16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING I FOOT SEE NOTE: 7,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS- FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided In table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED 2). All footings to rest on undisturbed (virgin) soil. Interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE ;SLIGHT TO 15 YES 2.4.4.2 and 2.2.4 respectively. 20 LBS. 130 C SEVERE 3 FT. TO HEAVY MODERATE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls occuring In exterior or unheated Interior areas. $). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATT: OR GiRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE U 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors In accordance with table TO JOIST- 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE �..� x be installed with #5 re-bar, SHEATHING LOCATION NOTES 0 ' 18" long at i2" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD � ,.d o BLOCKING EACH TOE 4' PERIMETER EDGE ZONE 8d COMMON 9 6"O.0 8d COMMON ig 6"O.C. SEE NOTES: 1,3 0 � 2 - 8d COMMON . � o 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL � � 3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcin Interior slabs 9) CATHEDRAL CEILING ASSEMBLY:Po Sr g• SEE NOTES: 1 (BOTH FIELDS) � � Where a ride Is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. d COMMON @ 12" O.C. .0 Z to be minimum 3-1/2 inch thick.All fill to be compacted to 95% relative density with g 3 - 16d COMMONNOTE: 2 FOR PANEL FIELD " anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6 maximum lifts (layers). p P g � .� along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 0 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one3 - 16d COMMONN a attached with the above requirements. TO BEAM JOiST NAILr--i 1108x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES ''-'' N 5 DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 -16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 2). Tabulated 12 inch o.c. Wait spacing assumes sheathing attached to rafter/truss framing members with G>o.49. For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3), posts supporting girders shall be anchored to a 12"x12"42" thick concrete footing, JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. Y. SPACING 3). Tabulated 4 Inch o.c. nail spacing assumes sheathing to rafter/truss framing members with 6>0.49. For below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 Inches o.c. o 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: N Douglas Fir, 4). Deck Joists to have blocking at 8'0 o.c.. m ,�, g CEILING SH EATH i N G. NAIL SPACING NAIL SPACING AT INTERMEDIATE r" s . 3), Floors,walls, ceilings and rafters to be spaced at 16 Inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAiL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS iN THE PANEL FIELD 101 T NOTES all .6;otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SITE NOTES: 3 ( BOTH FIELDS) 4 '� o U 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. > where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FiELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2+ BTR. Doug. Fir. WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE Bd COMMON @ 6"O.C. 8d COMMON @ 12" O.C. SEE NOTE; 3 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of E 4- � a openings. Bearin wall window sills shall also have (2) window silt plates for 2x4 wall WALL SHEATHING: NOTES � g P 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored � ^ E 2 openings between 411 and 6'0 and 2x6 wall openings between 5'11 and 819. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. u o and blocking where applicable. QTY. SPACINGN 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall w 5). All flush beams/headers to be Installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3"O.C. EDGE 1 All water supply. drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6"O.C. FIELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. )- PP Y• g g Floors to have ceramic tile Installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 Inches o.c. Sd COOLERS � on plans. WALLBOARD 10" O.0 . FIELD 2 .Vert se 3). For exterior panel sidling, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4 thick microlams ( heigh:t to match floor joists) around stairwell and/o ) Verify septic system with the Engineer for Suffolk County Health Department approval P g g F_ other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTIONl).PROVIDE 5/B"TYPE-X SHt?ETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 0 8) .Dormers running up roof rafters are to be supported by double rafters on either side Provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS VATH Z MAX TRIPPLiE PROTECTIVE COATING FOR CONTACT WITH ACQ. U') where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL i-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES OR LESS Bd COMMON12" O.C. FIELD N 9). Provide blocking/bridging In floor joists of 810 o.c.. Use solid blocking In floor jolsts as required by accent NYS Residential Code-FiREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor Is responsible for adhearing to all applicable codes and safety NOTES: Flreblodcing shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO iF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 30C)OiIE CAPACITY. 1).In concealed spaces of stud walls and partitions,induding furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1 .'Nailin requirements are based on wall sheathing feet.Batts le blankets of mineral or glass fiber shall be allowed as flreblodcing In welts constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) "g q g SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval, is nailed 3" on-center at the panel edge to obtain higher i).NE11tr FILLTO 8E CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ,��RED ARC 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING 501E CONDITIONS PRIOR To FILL. drop ceilings and cove ceilings. N5 V S y/ shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 0 �E o adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES' 3 .1n concealed aces between stair stringers at the to end bottom of the run.Enclosed : y members shalt be doubled, or alternate connectors, ) m P over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL 8 E AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. Q � 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE * oe N SOIL AT 12"urTs(TYP'iCAL).CONTRACTOR To HAVE FILL 4).At openings around vents,pipes and duds at ceiling and floor level,to resist the free passage of 1 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSiONAL AGENCY FOR COMPACTION. flame and products of cmbustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter, 2). When wall sheathing is continuous over connected _�--� � to have regular 1/2"furnace to h Ail walls hi be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FiRST FLOOR DECK CONSTRUCTION, 5).For the flrebtoddng of chimneys and flreplaces.as required by current N.Y.S.Residential Code. �9� 022 339 0� g P 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tol - 16d nail per foot. INCWDING SUBFLOOR,IS COMPME OF N E`N DRAWN: VC/MS SCALE: 14). All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or N.Y.S. Residential Construction Code. JOB#: approved equal. Fiat roofs shall be applied with a Fiberglas base sheet with an EPDM August 9th,2018 torch down type material over. SHEET NUMBER: 16). All silt plates and wood in contact with concrete to be pressure treated. Sill plates to A- 14 be installed with a foam sill gasket and cop-r-lex termite shield or approved equal. PERMIT SET - 03/09/2018 (UPDATE 08/09/201P