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Home My WebLink About41185-Z �Q�OSUFFQI'f�p� Town of Southold 4/5/2017 0 P.O.Box 1179 �' 53095 Main Rd �4, dao` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38887 Date: 4/5/2017 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 20800 CR 48, Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-2-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/2/2016 pursuant to which Building Permit No. 41185 dated 11/21/2016 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: "AS BUILT"ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Dual Highway LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41185 03-29-2017 PLUMBERS CERTIFICATION DATED 03-21-2017 tAndrew Fohrkolb Signature 4�gUFFn��coG TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41185 Date: 11/21/2016 Permission is hereby granted to: Taylor, Edward 21 Linden St Huntington, NY 11743 To: legalize "as built" additions and alterations to an existing single family dwelling as applied for. At premises located at: 20800 CR 48, Cutchogue SCTM # 473889 Sec/Block/Lot# 96.-2-6 Pursuant to application dated 11/2/2016 and approved by the Building Inspector. To expire on 5/23/2018. Fees: AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $1,760.00 CO -ADDITION TO DWE $50.00 Total• $1,810.00 I Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.0p0 Date. Ao `t New Construction: Old or Pre-existing Building: it (check one) Location of Property: �000 co V w *V4 House No. treet Hamlet i Owner or Owners of Property: i Pik ° Suffolk County Tax Map No 1000, Section ®avV'D® Block ® Lot C)06000 Subdivision �( Filed Map. Lot: Permit No. ``� v Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 150 e Applicant Siglature so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richertR-town.southold.ny.us Southold,NY 11971-0959 Olyc®U�ITTV,�� BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dual Highway LLC Address: 20800 CR 48 City: Cutchogue St: New York Zip: 11935 Building Permit#: 41185 Section: 96 Block: 2 Lot 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Home Owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 65 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 9 Wall Fixtures 23 Smoke Detectors 7 Main Panel A/C Condenser Single Recpt Recessed Fixtures 46 CO Detectors 3 Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer AppliancesDW Dryer Recpt 20A Emergency Fixture Time Clocks Disconnect Switches J27 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Exhaust Fans, 1-A/C Circuit with Disconnect,17 ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: March 29, 2017 If 0-Cert Electrical Compliance Form(1).xls a o�%fiF SUpT�,OI , Town Hall Annex Telephone(631)765-1802 54375 Main Roadmay' Fax(631)765-9502 P.O.Box 1179 GOff, Southold,NY 11971-0959 Y evuN>y', ', BUILDING DEPARTMENT rD TOWN OF SOUTHOLD D U\`' MAR 2 9 2017 BUILDING DEPT. ;,. TOWN OF SOUTHOLD CERTIFICATIO-N j Date: i t Building Permit No. 41195 r Owner:UA4-A4 -1 vv_-, - (Please int) Plumber: � 1rP n�� - (Please print) ' I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. • � - S Sworn to before me this (Plumbers Signature)�/ Of , 20- in Notary Public, - 0 I L—County, c MMA K.cUSAn Nota Public,State of New York No.01CU6100501 010 led in Suffotk County. Commission Expires Oct 20�n l `I V ��E SOUjyo coulm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDIATION 1ST [ ] ROUGH PLEIG. v INSULATION RAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: inoymL, & I � i off- �✓' I Q DATE 1 1 INSPECTOR QA&dk' E SOUIyO! � o IrOUMV,�c� TOWN OF .SOUTHOLD BUILDING DEPT. 765-1802 INSPECION [ ] FOUNDATION 1ST [ 170 UGH PLEIG. [ ] FOUNDATION 2ND [Vi/INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [kA FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) REMARKS: 4W4 nrl :e otf4, of r cft; �c'caadi'4� �s v tr V • DATE INSPECTOR SO(/Tyolo coU►m,N`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) " [ ] ELECTRICAL (FINAL) REMARKS: DATE �'' f INSPECTOR I l� ��,Of SOUlyo �y000M'10� TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (to l 5_ r LA V-C& 4v CA I DATE --v 1Z INSPECTOR QaV;k SO(/ly�lo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND ( ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: fIx DATE INSPECTOR Af SOOIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] PSULATION [ ] FRAMING / STRAPPING [vf FINAL �lilq'� 0 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: wwa o K/ OK 4rC DATE 3 Ya INSPECTOR FSO 0 �ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL 4e--- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Avis (Wt6 q It- V% 04*4 Atfllgr s or-,/ DATE ? ° INSPECTOR Eli Construction 1490 William Floyd Prky, Suite 103 ` J - Shirley, NY � MAR 2 9 2017 /'��"`� ' 631 869-5171 CONSTRUCTION ( ) infoCa eliconstruction.com1. }3TjR rpt http://www.eliconstruction.com r� fair'LD INVOICE BILL TO SHIP TO INVOICE# 1710 KOLB MECHANICAL KOLB MECHANICAL DATE 01/18/2017 KOLB MECHANICAL CORP. KOLB MECHANICAL CORP. (631) 298-5527 NY USA 11500 SOUND AVE MATTITUCK, NY 11952 USA SERVICE DESCRIPTION AMOUNT Charges INSULATIO SPRAY FOAM INSULATION 6,155.00 N Supply and install fire caulk to all perforations from floor to floor as per building code. Supply and install spray foam insulation to all window and door gaps. Supply and install 2"of high density closed cell spray foam to exterior walls 14 R Value Supply and install R 11 Batts Insulation to exterior walls TOTAL OF 25 R Value on exterior walls Supply and install 8"of low density open cell spray foam to roof rafters 30 R Value Supply and Install 1.1/2"of high density closed cell spray foam on the basemeint RIM BOARD --------------------------------------------------------------------------------------------------------------------------------------------------------------- Term&Conditions: A down payment of 50%of the quoted price is BALANCE DUE $6,155.00 due upon approval.Balance is due upon completion.(Eli Construction holds the right to ask for progress payments during the'construction process.)You may make payment online.or send a check payable to Eli Construction.We also accept Visa,Mastercard,American Express and Discover at an additional 4%credit card fee.AN INTEREST RATE FEE OF 10%WILL BE APPLIED ON ACCOUNTS THAT ARE OVERDUE WITHIN 15 DAYS OF JOB COMPLETION.' �. .1 • • • FOUNDATION (1ST) FOUNDATION (21ROUGH FRAMING& . PLUMBING EMO I , .. � , !Wl ► 31 , ENERGYINSULATION PER N.Y. • 1 ar�r�a . �� , . ter ..:., •�_ � WN ADDITIONAL • go '' _� �� ' [' • ' - • - • _ . iMma • J MA 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 �Z Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Floo&Permit Examined ,20 Single&Separate / Storm-Water Assessment Form tact: Approved ,20 l Mail to: Disapproved a/c _ Phone: Expiration 120 1F nsp ct r PLICATION FOR,BUILD G PERMIT NOV °° 2 2016 Date , 20 INSTRUCTIONS a. Tl be completely filled in by typewriter or in ink and submitted-to the Building Inspector with 4 sets of plTG .i®F,96 &9ald. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy..- f.-Every building permit shall expire'if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18,months-from such date. If no zoning amendments or other regulations affecting the property have.been enacted in the interim,the,Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall'be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) fDft (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ®V)Aev--- Name of owner of premises q , �� (As A the tax roll or latest deed) If applica s a or oratio p, si nate e of duly authorized officer (Name and title of corporate pfficer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lokation of land on which proposed work will be done: 6WpTq-J?-01ATe-4 House Number Street ` Hamlet County County Tax Map No. 1000 Section 0 no Block ®,�00 Lot &)6000 Subdivision '' Filed Map No. v Lot 2. State existing use and occupancy of premises an intended use and occupancy of proposed construction: a. Existing use and occupancy 0NC- "i, EP 1 Ea�f2� b. Intended use and occupancy O wP/ ,' &ffAJCa---- 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work v v (Description) 4. Estimated Cost -J�—Ooo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Q o Q 7. Dimensions of,existing structures, if any: FrontRear Depth ��•� HeightNumber of Stories �Ag6e-6jjmensions of same structure with alterations or additions: Front �J Rear Depth_ Height P1 11" Number of Stories, �. C its•yi . (, p. 8. Dimensions of entire new construction: Front r Rear , f, Ifep1h N -Ieight it � Number of Stories =• -_l } r g 80. 3 Depth 9. Size of lot: Front ° Rear 10. Date of Purchase Name of Former Owner cAwka"T 11. Zone or use district in which premises are situated c/ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO�Will excess fill be removed from premises? YES NO b 14. Names of Owner of premise ° °�" � ddress�W;5 Phone No.6N'1.7'6'5A01 Name of Architect $ Addres Phone No Name of ontractor ctZ �!'►' Addres Ota l " ph , one N 0. O&Aa— i 1"&- 15 "15 a.'Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY QUIRED. 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 pr below, must provide topographical data on survey. 18. Are'there any covenants tand restrictions with respect to this property? * YES NO� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF V Anarea-o P7oF-cri, otb being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He isthe Owrze� / 1" LLL' (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to snake and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 2nd day of November ,20 1.0 ,r tCL--�-o-r2 A . awnNL.TUTHILL Notary Public NoMry public,State of New`Vork Signature of Applicant No.o1TUC)074477 Qualified in Suffolk County t✓ommi:sion Ey#res May 20,20f 1 S X" OLW- t Scott A. Russell ��° u � STOR.M[WA\T]E K SUPERVISOR 0 I�u][A\�A\�G 1E1\M[]EN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 d 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: LOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[k B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E]CK D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ °E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 1:10 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date: o„tild NAME t �` �6�®� � a Section r iBlock !! T L'ot ` FF FOR Rl.A[_IDi.`G LDET,^Rt FNIEIN UZE ONLY ,sz= Contact Information Reviewed By - - — — — — — — — — — — — — — — — — Date Property Address / Location of C nstruction Work: — — — — — — — — — — — — — — — — Approved for processing Building Permit Stormwater Management Control Plan Not Required. ❑ Stormwater 1vlr anagmcnt Control Plan iJ Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 i aF SD�jyo Town Hall Annex 7�R �[ Telephone(631)765-1802 54375 Main Road � (631)765 512, P.O.Box 1179 G Q roger.richert own.sou a Q.ny.us Southold,M'11971-0959 i BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION a REQUESTED BY: Date: OSA D l Company Name: Name: D&wa License No.: Address: r Phone No.: 5CAt �'�, . CO { JOBSITE INFORMATION: (*Indicates required information) *Address: 8 `` *Cross Street: Q pbSew *Phone No.: Permit No.: 1 8 5- Tax-Map District: 1000 Section: Block:;— Lot: 'BRIEF DESCRIP ION OF WORK(Please Print Clearly) � 2,�,N►ovei amu` -,6 V,50 �. icy as t t1+s r vac ,12-0 pwe (Please Circle All That Apply) *Is job ready for inspection: < YE NO Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 20 300 350 . 400 Other *New Service: Re-connectUndergroun Number of Metersj—Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-bequest fir Inspection Form �91c/ J ' *pF SO�ryOlo Town Hall Annex ] ( Telephone(631)765-1802 54375 Main Road N y� o�ax(631)765.99 Q P.O.Box 1179 G� _ ion roger.richert(a- 0wn.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: G ��cC:Gt�s3",,� Date: Company Name: Name: License No.: Address: /4efg Phone No.: 63 '7— � JOBSITE INFORMATION: (*Indicates required information) *Name: AP/ *Address: eO *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: _ Lot: 642 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: ES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other / *New Service: Re-connect nderground Number of Meters Change of Service Overhead d' - Additional Information: PAYMENT APPLICATION 82-Request for Inspection Form t 04fsouryo6. „' UILDINa Y®EPAIMAENT, e tO'4!4ltV OF S46THOL6.. o Town Hall Annex•54375 Main Road•P.O.Boz 1179 i Southold,'NY''l 1971'0959 'Telephone(631.)765-1802%`Fax(631)765-9502 s 20) 7 Number of Mete"rs Temporary.Certificate se Size 'Z Phase. a Overhead 0- Underground New Service ,�, Change of Service .Cl f Reconnect xisting Service PLS Location +t1 G>. 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T� A Qtwir„C, Yvek a USA USA vek a aUpO� Tek Na r I e Home tap meWr p Ho https://mail.google.com/mail/W0/#searcWstrappirig/15927114lc85dbcb?projector=l 1/1 1/4/2017 2016122295073616.jpg 11� Ho _ Made .�--�-- - vlA'► T ik Q F� ek Y� omewrep MF '< Horne rap https:Hmail.googie.com/mail/u/0/#search/strappirg/l59271172127c15e?projector=1 1/1 1/4/2017 2016122295073601.jpg r ' r� " k yYraP _�"' tT ve '/ lViade oo TV k TvekyHor HameWraP _ rap USA us YV(K Wdn� Jnr r�* c Tyvek Ty Nome�W� Homei https:Hmail.google.com/mail/u/0/#search/strappingtl592711947280ce9?projector=1 1/1 1/4/2017 20161222_073539.j pg [ vek Ho eVYrap U9A _I11f➢C��i.?(is I�tNP r 1 1 https://mai l.google.com/mai I/u/0/#search/strappi ng/1592711da8ec5936?projector=1 1/1 1/4/2017 20161222_073533.jpg v� MM a, vek Tyvek eWrap HomeW rap USA USA "yvek Tyvek Tyveke meWrap HomeWrap Ho eWr p https:Hmail.google.com/mai I/u/0/#search/strappingtl5927l2Od5badlfO?projector=l 1/1 1/4/2017 2016122095102428.jpg r - — - •-----v- - Tvvek 'Tyvek HnmaWr�A NomuWrep T usa� vsa tvek iyv r , https:Hmail.google.com/mail/W0/#searcWstrappingtl59271257eld3207?projector=l 1/1 REScheck Software Version 4.6.3 Compliance Certificate Project Dual Hwy LLC Energy Code: 2009 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 20800 Rt. 48 Dual Hwy LLC Mark Davis Cutchogue, NY 11935 20800 Rt 48 Mark Davis Construction Cutchogue, NY 11935 P.O. Box 1493 (631) 774-5909 Mattituck, NY 11952 drew4kolb@gmail.com (631) 767-0812 LMCD@optonline.net trade-offCompliancePasses using UA Compliance. 7.5%Better Than Code Maximum UA: 279 Your UA. 258 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 582 38.0 0.0 ; 0.030 17 Ceiling 2: Cathedral Ceiling 245 38.0 0.0 0.027 7 Wall 1: Wood Frame, 16" D.C. 1,528 13.0 0.0 0.082 109 Window 1: Wood Frame:Double Pane with Low-E 160 0.280 45 Door 1: Solid 42 0.280 12 Basement Wall 1: Solid Concrete or Masonry 828 0.0 11.0 0.057 42 Wall height: 8.0' Depth below grade: 6.9' Insulation depth: 8.0' Window 2: Metal Frame:Double Pane with Low-E 92 0.280 26 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.6.3 and to comply with the uirements listed in the REScheck Inspection Checklist. )F NEw y DE o 10 31 Name-Title re Date * T s� rn •j�; '�"'' Ld ZN 6`= _ Irbil) Project Title: Dual Hwy LLC Report date: 10/25/16 Data filename: K:\CAD-Projects\Projects\2016\Kolb- Dual Hwy LL \Rescheck\Dual Hwy LLS-Rescheck_10- Page 1 of 7 24-16.rck REScheck Software Version 4.6.3 Inspection Checklist Energy Code; 2009 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section "Plans Verified- Field Verified # Pre-Inspection/Plan Review Complies? Comments/Assumptions & Req:ID Value Value 103.2 lConstruction drawings and ° . s:�❑Complies ;Requirement will be met. [PRl]1 !documentation demonstrate ❑Does Not i energy code compliance for the t building envelope. ❑Not Observable IE)Not Applicable 103.2, ,Construction drawings and ❑Complies :Requirement will be met. 403.7 1documentation demonstrate ❑Does Not [PR3]1 energy code compliance for -f = } ❑Not Observable lighting and mechanical systems. = !Systems serving multiple 4 „ J❑Not Applicable !dwelling units must demonstrate compliance with the commercial 'code. a 403.6 Heating and cooling equipment is; Heating: Heating: ;❑Complies 1 Requirement will be met. [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not on loads per ACCA Manua Cooling:tJ 'J or Cooling: g: :❑Not Observable other approved methods. Btu/hr Btu/hr :❑Not Applicable t Additional Comments/Assumptions: I I I i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3,,l Low Impact(Tier 3) Project Title: Dual Hwy LLC Report date: 10/25/16 Data filename: K:\CAD-Projects\Projects\2016\Kolb- Dual Hwy LLC\Rescheck\Dual Hwy LLS-Rescheck_10- Page 2 of 7 24-16.rck Section plans Verified'- Field'Verified #' Foundation Inspection. Value Complies? Comments%Assumptions; & Req.ID' Value•• 402.1.1 :Conditioned basement wall R- ; R- ;❑Complies ;See the Envelope Assemblies [FO4]1 hnsulation R-value. Where interior :❑Does Not ;table for values. I insulation is used,verification ON ; ; ,may need to occur during ;❑Not Observable Insulation Inspection. Not ; ;❑Not Applicable I required in warm-humid locations in Climate Zone 3. 303.2 ,Conditioned basement wall J❑Complies ;Requirement Will be met. [FO511 (insulation installed per IDDoes Not manufacturer's instructions. 3❑Not Observable ❑Not Applicable 402.2.7 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies 1 insulation depth of burial or ; [FO6] ❑D p , oes Not ;table for values, 'distance from top of wall. I ; ;❑Not Observable { ;❑Not Applicable 303.2.1 A protective covering is installed I❑Complies ,Exception: Requirement is [F011]2 to protect exposed exterior ❑Does Not :not applicable. insulation and extends a ❑Not Observable (minimum of 6 in. below grade. ❑Not Applicable 403.8 Snow-and ice-melting system ❑Complies ;Exception: Requirement is [FO1292 'controls installed. - I J❑Does Not not applicable'. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Dual Hwy LLC Report date: 10/25/16 Data filename: K:\CAD-Projects\Projects\2016\Kolb- Dual Hwy LLC\Rescheck\Dual Hwy LLS-Rescheck_10- ; Page 3 of 7 24-16.rck section ,. Plans,Verified' iField Verified #'_ Framing/_Rough=ln Inspection `Complies? Corri,ments/Assumptioris & Req.ID Value. Value 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 I :❑Does Not ;table for values [FRl]1 ;❑Not Observable ; Co ;❑Not Applicable 402.1.1, ;Glazing U-factor(area weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not {table for values 402.3.3, i ❑Not Observable 402.5 [FR2]1 i ; ;❑Not Applicable 303.1.3 U-factors of fenestration products $❑Complies ;Requirement will be met. [FR4]1 fare determined in accordance ❑Does Not jwith the NFRC test procedure or 106) ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.4 'Fenestration that is not site built ❑Complies ;Requirement will be met. [FR2011 his listed and labeled as meeting b i❑Does Not 1AAMA/WDMA/CSA 101/i.S.2/A440 _ ❑Not Observable ,or has infiltration rates per NFRC 1400 that do not exceed code ❑Not Applicable ; limits. ' , 402.4.5 11C-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 lsealed at housing/interior finish ❑Does Not u and labeled to indicate:52.0 cfm : '-.I❑Not Observable leakage at 75 Pa. ❑Not Applicable , 403.2.1 'Supply ducts in attics are R- ; R- ;❑Complies ;Requirement will be met. [FR12]1 insulated to >_R-8.All other ductsR_ R_ ;❑Does Not lin unconditioned spaces or ' outside the building envelope are; ;❑Not Observable ; insulated to >_R-6. ❑Not Applicable ; 403.2.2 1AI1 joints and seams of air ducts, ❑Complies ;Requirement will be met. [FR13]1 .air handlers,filter boxes, and ❑Does Not building cavities used as return ❑Not Observable ducts are sealed. ❑Not Applicable 403.2.3. Building cavities are not used for ❑Complies ;Requirement will be met. [FR15]3 supply ducts. ❑Does Not rpj ) ❑Not Observable l ❑Not Applicable 403.3 HVAC piping conveying fluids ; R- ; R- ;❑Complies ;Exception: Requirement is [FR17]2 above 105°F or chilled fluids 1 ;❑Does Not not applicable. below 55 °F are insulated to>_R- ;❑Not Observable 3. ❑Not Applicable 403.4,. Circulating service hot water ; R- R- ;❑Complies ;Exception: Requirement is [Fkl8]2 pipes are insulated to R-2. ;❑Does Not ;not applicable. ❑Not Observable ; ❑Not Applicable 403.5 JAutomatic or gravity dampers are - " ❑Complies ;Requirement will be met. [FR19]2`- Iinstalled on all outdoor air ❑Does Not iintakes and exhausts. ❑Not Observable T ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Dual Hwy LLC i Report date: 10/25/16 Data filename: K:\CAD-Projects\Projects\2016\Kolb- Dual Hwy LLC\Rescheck\Dual Hwy LLS-Rescheck_10- Page 4 of 7 24-16.rck Section Plans Verified Field Verified # ; Insulation Inspection . Complies? Comment's- /Assumptions & Req.ID _ Valuer Value 303.1 ,All installed insulation is labeled ' s'- '❑Complies ;Requirement will be met. [IN13- ortheinstalled R-values ❑Does Not provided. lJ - �- ❑Not Observable .i❑Not Applicable 402.1.1, Mall insulation R-value. If this is a,; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.4, 1 mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.5 iwall insulation on the wall ;El mass ❑ Mass �❑Not Observable [11\1311 exterior,the exterior insulation 09, ;requirement applies. i E] Steel ;❑ Steel ❑Not Applicable i 303.2 ;Wall insulation is installed per s ❑Complies ;Requirement will be met. [IN4]1 ;manufacturer's instructions. ❑Does Not l�7 ; ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Dual Hwy LLC I Report date: 10/25/16 Data filename: K:\CAD-Projects\Projects\2016\Kolb- Dual Hwy LLC\Rescheck\Dual Hwy LLS-Rescheck_10- Page 5 of 7 24-16.rck Sectior% Plans Verified' Field Verified #. • Final'Inspection Provisions ' 'r,comrnents/Assumptions &'Req.ID Value' Value 402.1.1, ;Ceiling insulation R-value.Where ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, 1> R-30 is required, R-30 can be ❑ Wood ;❑ Wood ;❑Does Not :table for values 402.2.2used if insulation is not ;❑ Steel ;❑ Steel 1❑Not Observable ' [Fill' Icompressed at eaves. R-30 may ibe used for 500 ft2 or 20% 1 I ; UNot Applicable Coll I(whichever is less) where ,sufficient space is not available. 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 !manufacturer's instructions. ❑Does Not [FI2]' 'Blown insulation marked every ❑ 1300 ft2. Not Observable ; i I s 1,1:]Not Applicable 402.2.3 ;Attic access hatch and door ; R- R- ;❑Complies :Requirement will be met. (FI3]' insulation >_R-value of the i ;❑Does Not l adjacent assembly.U ; ; ;❑Not Observable ;❑Not Applicable 402.4.2, Building envelope tightness ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. 402.4.2.1 :verified by blower door test result; !❑Does Not [FI17]' !of<7 ACH at 50 Pa.This V irequirement may instead be met ; ;❑Not Observable ; ,via visual inspection, in which ; ;❑Not Applicable ;case verification may need to ;occur during Insulation Inspection. 403.2.2 !Post construction duct tightness cfmcfm ;❑Complies ;Requirement will be met. [FI4]' test result of:58 cfm to outdoors, ; ; ;❑Does Not ; !or s12 cfm across systems. Or, !rough-in test result of s6 cfm ; ❑Not Observable :across systems or:54 cfm I ; ;❑Not Applicable ; without air handler. Rough-in test; ; ,verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [FI 5]2 installed on forced air furnaces. ❑Does Not + ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies :Exception: Requirement is [FI10]z on heat pumps. ❑Does Not :not applicable. }LR ; ' ❑Not Observable ; .°, ❑Not Applicable 403.4 +Circulating service hot water ❑Complies :Requirement will be met. [FI 11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 404.1 +50%of lamps in permanent ❑Complies ;Requirement will be met. [FI6]' ;fixtures are high efficacy lamps. ❑Does Not 00 i. ❑Not Observable ❑Not Applicable 401.3 " Compliance certificate posted. ❑Complies ;Requirement will be met. [F17]2 i N ❑Does Not i ❑Not Observable ❑Not Applicable 303.3, Manufacturer manuals for ❑Complies :Requirement will be met. [FI18]3 mechanical and water heating _ :-}': s ❑Does Not equipment have been provided. ` ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) .2 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: Dual Hwy LLC Report date: 10/25/16 Data filename: K:\CAD-Projects\Projects\2016\Kolb- Dual Hwy LLC\Rescheck\Dual Hwy LLS-Rescheck_10- Page 6 of 7 24-16.rck f 1 High Impact(Tier 1) 21 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Dual Hwy LLC Report date: 10/25/16 Data filename: K:\CAD-Projects\Projects\2016\Kolb- Dual Hwy LLC\Rescheck\Dual Hwy LLS-Rescheck_10- Page 7 of 7 24-16.rck Y T Y 2009 I ECC Energy Efficiency Certificate Insulation . Above-Grade Wall 13.00 Below-Grade Wall 11.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Window 0.28 Door 0.28 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments � o A � (L C6 II N U '01 , M r- m 12'-10�> 2'-8" 6 -4" 8'-51„ 01 2 2 o ai o I • F I Y a iF 1 Z 5'-102"LAUNDRY c REPLACE EXIST W/ °° 11 '-1 " NEW EGRESS WINDOW. STORAGE ,n _ I N °3 NEW 15ILG0 SGAPEWEL i ft Wi t i i yt i o EGRESS WINDOW WELLnI J I Fj III g l O U LVL 4'-7��{r+ E45T COLUMN TO REMAIN I ' F iii B i • Ig nt � � B � .� Ju _ z ; a ----- - -- ------- - - - - - - - a MIGROLAMi FURNACE acu I - I � I �? z i UP U) LL IW O - I . RELOCATE CU }, EXIST CADe iii CO U) T 1 1'-5" PLAYROOM - MECH I I REPLACE EXIST W/ NEW EGRESS WINDOW. - NEW-15I1-60 56APEWEL — I ELECT PANEL EGRESS WINDOW WELL. I I r�n I A I �// 1 = I I I _ I 4-a HWH ---------------------------------=------------------------------ ------- --J;--l NEW LUn A 100 N EQ. 18'-42» EQ 0CD,. Q EGRESS WINPOWS W/ 2X10 HEADERS - EGRESS WINDOW W/ 6 ; N 0„ 4'-6" 3' 0" 1 1' 2" (2) 2X10 HEADERS r� -- - z r - EQ. EQ. i o ca o a ------------------------- — - ----------- --------- ---------------------------- J Y w = I a0 = I It BDRM 1 O I - - I = BATH 2 ` - BDRM 2 y = _ LINE OF SLOPED = o- co ROOF AP� CD B cm NEW 13/a)O " - = MI o ~3 C) y --------------- - -------------------- ------- - --------------- -- - --- ------ ---------------- -- - ---- - ---------- ---- - 6,-0„ CU 3'-8" _ _ r� OF All ��:, �� `�� - },_,i. ' 'i s i TOWN �+7U E B.P.yf ��.1 A � i�� '�-�'� SOLI • '' - FI=E:� ,r P AR'T MENT AT T]OTIr( 13UILDIiJ S�Uh PM V-OR THE �-��"_. - 78�=1802 8 AM � l'J`,�lN TRll51!'e FOLLO�.�IING INSPECTIOI'l SQUIRED J. FOUNDATION - TOWOF -GTE FOR POURED C 2. ROUGH - FRAMING & PLUMBING Y ®R s, wsULATION A 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOSHAI_t- MEET R Co' � E I ALL CONSTRUCTOF THE CODES OF NEW �° `� CERTIFICATE REQUIREMENTS OT RESPONSIBLE FOR � � DESIGN ORE CONSTRUCTION ERRORS. F Q CUPA DES LS CERTIFICATION IRLUSEI� NT BEFORE ON LEAD TE OF OCCUPANCY CERTIFICATE 0 IN WATER �'RUS�PLAGARDING RF-CiU 6 W SOLDER U SED SUPPLY'SYSTEMj A NOT 'GEED 2/10 0F �ATER F'gT iN STORM Orr PURSUAi�T TO CHAi'TER 236 Or JHE 1O�N CODE. Ca �L��B� WASTE g1yG r 7 &�,JA C�.ORECO ,TEE i 11�G g" �1 to � o D z Dual Hwy LLC- D NOV 2 1 2016 o W Q Z J p Proposed 2nd FI Addition & Renovations -BUILD-NG DEM 20800 Rt 48,- Cutchogue TOWN J 'Permit Set' 11 -18- 16 -' Z 3 � _ C) 0 C* Drawing List Project Location "' o lid C-1 : Cover Sheet A-0.0 Site Plane-Compliance-Plumb Dia. A-0.1 General Notes - = A-0.2 Wind Load Conn. & Constr. Details I . �, zaaaaunD,u:Hci A-0.3 Wind Load Conn. & Constr. Details II 4 A-0.4 Underpinning & Protection Details -=r, : . ._ A-1 .0 Basement w/ 1 st FI Framing Plan ;Q A-1 . 1 1 st Fl w/ 2nd FI Framing Plan A-1 .2 2nd FI w/ Roof Framing Plan A-1 .3 Roof Plan A-2.0 South Building Elevation . C�) A-2. 1 North Building ElevationK , y_f4-0 .e4xLtvar , OF-'N �E E!� �P oF��frop A-2.2 West Building Elevation co E A-2.3 East Building Elevation A-3.0 Building Section A-A N ':; S'tIt a- A-3.1 Building Section B-B SS215 QJ/1"REScheck Software Version COSA Compliance Certificate o Project Dual Hwy LLC (L Energy Code 20151ECC � Locouore [utchpgue,New York t Constractio+Type- 51.911-famlly r U Prclect Type AddRwn t Climate Zone. 4(5572 HDD) U r Penult Date- 1 r Penhn Humber Z Construction Site: Owner/Agent, DcslgneNContractor. 20800 RL 48 Dual Hwy LLC 0—Kolb Cutctogue,NY 11935 20600 Rt 48 135CO Old Sound Avenue W Cctchog,,e,NY 11935 Matbtuck,NY 11952 Fes' Z (631)'2785552 (631)298-5552 0 W Q ' dkplb®kolbmechimcot cpm dk0lb®koUnetJmnicaLcom J 5 RT 45 - e.mpne,ce arse p.ew7han eea. 1UN-zo rear vA�245 nee—slice oao yo%rs,ee 0435 me r,oxzra rwiemeneoxwe..crotn,o.om>m xmol w.camanar nmre%e+te>avaum vn aooa nor i>omea,mlremeamerprw.a:coa re,>rorena re�am«r�a.mm: Y Envelope Assemblies o Ceiling l Flat CelOng or 5clss Truss 582 380 00 0 030 17 1 t✓tltltltr1 Z Ceiling 2.C2,edrai Ceiling 245 380 00 0 027 7 00 Wall I-Wood Frame,16'o G 1,520 130 no 0 082 109 Windowl Wood Frame Double Panewith Lpw-E I60 0280 45 I SHG_035 035 _ _ _ ..,I:Sp11, 42 .2. 12 O Basemen:Wall 1:Solid Concrete or Masonry 828 13.0 so 0040 29 = C:)Wall h419hb 8 0' 00 Dep,Delow grade-'9` 0 Insuizdon depth � N � ' I NMdpw 2 Metal Fmme Double Pane with Low E 92 0 280 26 SHGC.0 35 II I fampBanreStatammb The props rd Willdag design descdbed here LS rnndstetd wan the building plan%,spetlOcadors.and other 0 �/ 25'—7" ralrulatlons submitted with tae permit applicanon.The proposed building has been designed to meet me 2015 IECC requirements in t EXISTI REScheck Version 4 G3 and to comply with-he mandatory requitementz lsted n the REScheck Inspection Che,cldlm Q r 1 DRIVEWAY INam.-Ttlp K19--n. Data O U TO REMAIN ;' 01 22'-0" 11 NEW NLGO 2'-10" SGAPEWELL Project TRIr.Dual Hwy LLC Report date. 17118r16 Et✓i\��J✓ Data filename K.ICAD-ProlectsUlrolects120161K0lb-Dual Hwy LLQReschecMDual Hwy LLS-Rescheck 10- Page 1 of 9 WINDOW 24-16 rck NEW STAIR EXIST I WELL _LZ C6 STORY 0 RESIDENCE Imor IF ke(r TM FAr am 2 O 1 -10" fn I �K I I I til 0 I I IIA% i"° raa I I II I I I I H V J 25'-3" I s�cDlo twgR I I I cn K 5.• s I I I s I I I I I � — — — —' BKM 2 t. r r I M I W I I I I I ILAV n0 YOUT I ) Site Plan I I Scale: 1"=20' OFA TO ISmr J � -r � ��"" t1,NrKiT r&,WW(taw n ` :r+ " Cl p rNc oae* rri r 4,,4f to Mtv(r 'pO,c Riser Diagram FSS10IN4 Scale: NTS � '� � 'WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: NOTES_ 1)RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R-9(5rNSLE PAIL1� 1-,114'x 20 gauge strop shall be attached to each pair of rafters in accordance to table 3 4 NAIL NAIL I BUILD4 When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTIO QTY, SPACIN NOTES ING USE SINGLE FA1LY RESDBJGE C?CONSTRUCTION NOTES: in each end of the cellar be need not exceed the tabulated number of 8d nails In the strap RAFTER TO 8'WALL 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT q-Ir T 1)The Information within this setof construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY. TOP PLATE 10'WALL 4.8d COMMO RAFTER 70TAL SGL FT.OF CONSTRUCTIo 2,990a f 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 6'WALL•3-8d COMMON EACH TOE-NAI 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 IUWALL'.-4.8dCOMMOP JOIST I CD State buildingcodes.The General Contractor is responsible for providing standard ortrusses shall be attached to the wall top plate and the wall top plate shall be allached to CEILING JOIST TO AS PER TABLE 3 7 EACH FACE I DESIGN CRITERIA PRESCRIPTIVE G ON E IT RESIDENTIAL OON C'ON5 T10N CODE AND ec P P 9 CURRENT SBG HIGH WIND EDITION,WOOD FRAM3=CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the tothe wall stud with uplift connections Roots overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL � Op � sound and a weatherproof completed product shall be connected with uplift connections in accordance with table 33cCEILING JOIST LAP AS PER TABI-E 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES r r U OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 (n 2).The General Contractor is responsible for ensuring thatallworkand construction 3)WALL-TO-WALL ASSEMBLY. L meets current federal,state,county and local codes,ordinances and regulations,eta Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3 d EACH FACE DECKS- 40 67 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 TO RAFTER WFCM-SBC END NAIL ATTICS u 1c;STORAGE 10 z should be adhered to even if in variance vnth the plan studs shall be attached to a common member in the floor assembly with uplift connectors In BLOCKING EACH TOE ATTICS w/STORAGE 20 } accordance with table 3 3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) ! 20 tjjZ 3)Dimensions shall take precedent over scaled drawings RIM BOARD EACH END (LIVE LOADS PSF) F (DO NOT SCALE DRAWINGS) 4)WALL ASSEMBLY TO FOUNDATION. TO WIER 2-16d COMMON END NAIL I ROOMS(OTHER THAN SLEEPING) i 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(5LEEPING) 30 -J 4).The designer has not been engaged for construction supervision and assumes no connectors Steel straps shall have a minimum embedment of 7 inche's in concrete WALL FRAMING: STAIRS 40 Q V responsibility for constriction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 Inches In masonry block foundations,or lapped under (ANY DIRECTION) 200 D fA D construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with fable 3 36 When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES CITY. SPACING precautions and programs In connection with the work-There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts Anchor bolt EXPOSURE C:ATAGORY specific use ex ressed or ire lied in the use of these lane. spacing is to be spaced and sized In accordance to table 3-2a-In addition to spacing, TOP PLATE-TO 2- PER FACE NAIL P R P 16d COMMO LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor•bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE.t 5)Refer to the Window and Door schedule for extenor openings, comers TOP PLATES AT 4-16d COMMO JOINTS FACE (ROOF-FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE INTERSECTIONS ® i V EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE AGE p 6)The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: 'STUD,TO 24" FACEEGRESSJ } or exceeds manufacture's specifications and applicable codes Type I ext6tior shearwalls with a minimum of 7116 Inch wood structural panel on the extedo 2-16d COMMO SEE FLOOR PLANS AND WINDOW SCHEDULE attached with Ed common nails at 6"o c at the anel edges and 12'o c in the field and STU❑ O,C. NAIL Sym.• P. 9 r FIRE PROTECTION � 7).The General Contractor is to consultwith the owner forall built-In Items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at T o.c at panel HEADER TO 16"o.0 FACE SEE FLOOR PLANS z 16d COMMON f5MOK£t CO2 DETECTORS) '® such as bookcases,shelving,pantry,closets,trims,etc edges and 10'o a in the fiaW shall be in accordance with the length retju(rements specified HEADER ALONG EDGE NAIL in table 3.15a-b TOP OR BOTTOM 2-1 E COMMO PER 2x4 STUDI END TRUSS DESIGN N/A-STANDARD 57ICK FRAME CONSTRUCTION .0 B)Wind load requirements shall betaken Into aocountdunng construction. PLATE TO STUD 3-IEd COMMOI,PER 2x6 STUDI NAIL ENERGY CALCULATIONS RESCHECK 6)TYPE II EXTERIOR SHEARWALL CONNECTIONS BOTTOM PLATE TO, FOUNDATION NOTES: Type 11 exterior shearwalls shall meettherequirements oftable 315a-b times the appropriai PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16, FLOOR JOIST,BAND JOIST -16d COMMO FOOT SEE NOTE 1, 1)The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD = O ' determine,intended heights of finished floor(s)above typical grade. 7)INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING: SNOW SPEED DESIGN WEATHERINC. LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS tp LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2),All roofings to rest on undisturbed w m soil.(MIN.SOIL STRENGTH AT-2000psi)'Towable sidawall lengths provided in table 3.14 shall be permitted id tie increased when NAIL NAIL ( � ) Intenoi shearwalls are used Sheathing and connections shall be In accordance with JOINT DESCRIPTION NOTES i CV OTY. SPACIN ao LBS, too B SEVERE 3 FT. MODERAT SLIGHTTO 11 NONE - Z4.4.2'and22Arespectively TO HFAVY MODERA 3)Provide 112'expansion joint material between concrete slabs and abutting JOIST TO: PER TOE _ 0) concrete or masonry walls occunng In exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIORWALL OPENINGS SILL,TOP PLATE OR GIRDS 4-8d COMMON JOIST NAIL O 8).CO NECT NSAR ne AROUND attached uplift ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: t and/or9 P BRIDGING EACH 70E Q aV. 4)Any new concrete walls being attached to..existing a concrete structure shall 2.8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIA m with table 3.5.Window sill plates shall be have steel connectors In accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be Installed with#4 re-bar,18'long at 12"o.c,.Use approved epoxy for Installation. 35 AT PANEL EDGES SUPPORTS IN THE PANEL FIEL O BLOCKING EACH TOE U 5)Unless otherwise noted,all slabs on grade to be 3500 p s-1 Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE ed COMMON @ 6"O,C ed COMMON @ 6'O.C: SEE NOTES 1,3 poured on 4 inch thick sand or gravel fill with'6x6 wire mesh reinforcing.Interior slabs 9)CATHEDRAL CEILING ASSEMBLY SEE NOTES'1 BOTH FIELDS to be mimmum'3=V2 Inch thick.All fill to be compacted to 95%relative density with - Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO EACH FOE I INTERIOR ZONE ad COMMON 6"O,C Ed COMMON 12'O.G 3-16d COMMO C° @ NOTE:2 FOR PANEL FIELD 6"maximum Idts(layers) anehoredon top of The beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O C 8d COMMON @ 4"O.C. SFS NOTES-1,3 6).Crawl spaces to be provided with a minimum 18X24'access'opening.Install one along the open ceding part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMO EACH FACE 8x16 cast Iron foundation vent for every 150 sq.ft.of area attached with me ab requirements TO BEAM JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-Ed COMMON PER Tor 7)Dampproof exterior of foundation with bituminous coating as per 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 ACO pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling All fasteners,hangers and anchors to be galvanized or stainless steel- TO JOIST 3-16d COMMOI, JOIST NAIL 1).For roofsheathing within 4 feet of the perimeter edge of the roof,including 4 feet onaach side of the roof peak, 8)Drainage as per town and N Y.S Residential Construction Code 2)Girders for deck joists to be bolted to each post with washers and nuts BAND JOIST TO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. I z 2-16d COMMO Girders on concrete vers shall be anchored with roper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE,1 P P 2).Tabulated 12 inch o c.nod spacing assumes sheathing attached to rather/truss framing members with G>0 49 I FRAMING NOTES Into concrete with a minimum 112'dia if 7-long anchor bolt with washers and nuts ROOF SHEATHING: For framing members with<0.42<0<0.49,the nail spacing shall be reduced to 6 inches o.c. i 1).All framing techniques and methods as prescriptive design of current SBC High Win )Posts supporting girders shall be anchored to a 12'xi2'xl2'thick concrete fooling JOINT DESCRIPTION(JAIL I Edition Wood Framing Construction Manual Use a minimum 1/2"dia x 7'long anchor bolt with washers and nuts Footings Shall be 3 It QTY SPACING frammgumembersvnth 042<G<049 the nail spacing Sassumes ha I he reduced to rafter/ stof 3 inches o gibers with G>0.49.For L below grade Porches with covered roofs shall have 12'dia concrete piers for the girders STRUCTURAL PANE 8d AS PER TABLE 3 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: i 2)Unless otherwise noted,all framing and structural wood material to be tt2�BTR WFCM-SBC Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c CEILING SHEATHING: SHEATHING LOCATIOt NAIL SPACING NAIL SPACI NG AT INTERMEDIAT - NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c,unless noted 5)A minimum or 10 inch flashing shall be Installed between the building and ledger NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIEL otherwise. JOINT DESCRIPTIO Ledger to be fastened to building with 112'dia,bolts with washers and nuts 'QTY. SPACING '4'EDGE ZONE Sit COMMON @ 6'O C 8d COMMON @ 12"O C SEE NOTES-1,3(BOTH FIELD where needed NOTE. FOR PANEL FIELD GYPSUM T O.0 EDGE J 4).Unless otherwise noted,alt bearing wall headers to be(2)2x10#2+•BTR Doug,FI,- � Sd COOLER INTERIOR ZONE 8d 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 an each side of all 6)Concrete piers shall be a minimum 6'above grade WALLBOARD 10"O.0.FIE @ @ F_ openings LVL headers to have(3)jack studs and(2)full length studs on each side of I WALL SHEATHING: '- openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wail 7)All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 611 and 8'9 Provide fir to girder(s) JOINT DESCRNAIL NAIL THESE NOTES ARE ONLYTO BE REFERRED ED TO IF MENTIONED IN SCHEDULE NOTES ONLY and blocking where applicable. QTY SPACING 8)Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL 8d COMMON AS PER TABLE 3. 1),For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shag 5)All flush beams headers to be installed with heavy duty galwntzed hangers and PANELS WFCM-SBC bd used. I anchors where applicable to all connecting Joists PLUMBING NOTES 7/16'OSB 3"O-C EDGE Ed COMMON 2,Tabulated 12 inch o a nails acro assumes sheathing attached,to stud framing members with 6).Double u Floor oasts under walls that run retial to the floor oast and under bathtu d)Ali water supply,drainage and venting to be installed as per N.YS Residential PLYWOOD 6"O.C.FIELD ) spacing 9 9 P 1 er 1 G>0 49 For framing members with 0-42<G<,the nail spacings enol l be reduced to 6 Inches o c. Boors to have ceramic tile installed shall be verified for proper Toad capaaty,unless not onstmc6on Code. GYPSUM 5d COOLER T O.0 EDGE r _ on plans Z).Verify septic system with the Engineer for Suffolk County Health Department approval. WALLBOARD 10'0 C.FIELD 3)For exterior panel siding,galwnized box nails shall be permitted to be substituted for common nails. 7)Provide blockingthddging in l ocrjoists at 8'0 o c Use solid blocking In floor Joists FLOOR SHEATHING: NOTE: t under all bearing walls 3)lfwall studs,plates or joists are cutout during installation for any plumbing related work, JOINT bESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY f I provide adequate bracing and plates to protect and secure the structure Verify with the QTY. SPACING 8)Provide insulation baffles at save vents between rafters Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitt . STRUCTURAL PANEL 1'OR LESS 12'6° O-C FIEL 0 C.EDGE EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. i i needed. Oil COMMO HVAC SYSTEM NOTES 1)PROVIDE 5/8'TYPE-XSHEETROCK FIRE STOPPING AT IMU 6ErSF CCESSIBLEAREAS 9)Unless otherwise noted,all roofs and walls to have a minimum 112"thick,4-ply Fir 1)Mechanical subcontractor Is responsible for adheanng to all applicable codes and safety { NOTES: 2) USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX IPP ISdAY TACT WITH ACO Assisi ' CDX exterior sheathing grade plywood.Plywood to cover over plates and headers requirements, 3) INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE A RMS P uis THESE NOTES ARE ONLY TO BE REFERRED TO IF �S,•V�Fi O 10)Unless otherwise noted use 3/4'thick T&G PTS Fir or Advantech plywood subfloo MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED �� 2)HVAC subcontradtor is to fully coordinate all system data and requirements with the 'p adhered with PL400 adhesive and screwed to floor joists Finished floor to be installed Freblocking shall be provided to cut off all concealed draft openings on a'-'�-" I J oversubfloor as ermanufacture's instructions. equipment supplier- C`� , P 7)Halling requirements are based on wall sheathing and to form an effective fire banner between stones,and between a to rya d the ro ac,��f to HVAC subcontractor to rowdy final Walled 6'on-center at anal edge.if wall sheathingFireblodung shall be provided in wood-frame construction in the follows IF3 as } -Yr,-'� � 11)All bathroom walls to have 112"thick moisture-resistant sheetrock Gara a walls a ) P system layout drawing and submit it to the General P 9- v j 9 is nailed 3'on-center at the panel edge to obtain higher ceilings and over fumace to have 518"thick type-x sheetrock All other arts of building onlractor and owner for Mat review and approval. P 0 shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred sp he ceilfG¢an r t! to have regular 1/2"sheetrock-All walls to be taped and finishedELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels Concealed horizontal Furred spaces shall also be rrreblocked at not c2edfin such as shear plates,shall be used to maintain load path. feeL Batts or blankets of mineral or glass fiber shall be allowed as fire I strtS /L 12)All roof with a pitch less than 4 12 shall be installed'with an Ice&Water barrier or 1).All electrical to be Installed as per N Y.S.Residential Construction Code using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2)When wall sheathing is continuous over connected torch down type material over 2)All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all Interconnections between concealed vertical and horizontal spaces 13)All sill plates and wood in contact with concrete to be pressure treated Sill plates t(3)Install Smoke detectors and Carhop Monoxide detectors throughout as per section R317 to be reduced tot-16d nail per foot drop ceilings and cove ceilings. be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. of N.Y S Residential Concoction Code 3}.In concealed spaces between stair stringers at the top and bottom of the run End under stirs shalt comply with N.Y S Residential Code. 4)At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of combustion. 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND-RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CV Q KING STUDS CL � CO r C RAFTER WALL STUD O I C ENDWALL B CRIPPLE STUD - r 1b U OTTOM PLATE 1 e RIDGE BATHTUB O r HEADER LEDGER DOUBLE JOIST I--' SIOEWALL - O z RAFTER } JACK STUDS W Q Z FLOOR USP NUMBER DESCRIPTION APPLICATION IST AD HOLO DOWN CONNECT TO SIDE OFALLCORNERS - Q J 0 ANCHOR TOFOUNDAT10N W(ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT ,CONNECT TO i SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION $UPPoRT EACH WALL RUNNING PARALLEL WITH THE FLOOR Q V HOLO DOWN BOTH BOT PLATE OF 2ND FLOOR AND 70P ALL OPENINGS LSTA72 1-11dSa12'20 STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4524"20 STRAP APPLY OVER RIDGE TO EACH RAFTS xx6.2x8 LS26 18ga.ELOPE HANGER APPLY TO EACH RAFTER(LEDGER G EA 0 2N0, A0S5 HOIST DIRECTION WITH(21 707575.UNDER WALL ANCHOR PLATES OF ISL FLOOR CONNECT THROUGH 98 Sa' FORTOIST NOT DIRECTLY UNDER PARALLEL WALLS.PROVIDE THE FLOORSTO EACH OTHER WI THREADED ROD ALLOPENINGSIRT30RIRT71 TYDOWNANCHOR JAPPLY TO EACH CRIPPLE ZTyuI 2X10 LS210 118Sa.SLOPE HANOERAPPLY TO EACH RAFTER/LEDGER BLOWING e24'OC WALL STUD Y • THROUGH-ROOF EXICLUST Q VENTS SELECTED AND LOCATED BY CONTRACTOR LLI-L,Li METAL STRAP CRICKET AT TOP-SLOE OF VENTILATION CHANNEL (3)RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S)- WALL SHEATHING 'RAFTERS MAINTAIN Z VENTILATION W000 JOIST SMEW ALL FLASHING FOUNDATION - _ TOP PLATE BLOCKING ` - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING N BARRIER Tp LAP FLASHING 2x4 SOFFIT JOIST; L.L STARRING TO BE ATTACHER TO WALL STUDS LIN GAP ATTIC,SHALL BE PROVIDED WITH A FASCIA T O AND ALL WINDOW/DOOR OPENING TACK STUUDSDS AT WALL—MAINTA/ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - i FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER I WOOD GIRDER 00 INSTALL 4'0'0.0 '� THE SPACE VENTILATED ALLOPENINGS -H7p1 SCREENED VENT O 4'=8' LSTA24 1-1/4724'20ga.S ANDJACKSTUDS SHALL BE COVERED WITH CORROSION- COMM.SOFFIT/EXT.PLYWOOD �r CV � ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH` `v :3 INSTALL4'0'p.0 FLASHING TO LOCATION USP NUMBER DESCRIPTION APPLICATION OPENAGSOF'4INCH INDIMENSION SOFFITED SAVE' EA W-14' LSTA30 1-114'40.18ga.STRAP'AND JACK STUDS AND SO AS TO MAINTAIN AIR O ON ALL OPENINGS �/ - GAP TO PREVENT CAPILLARY. 4"-6•RAFTER I RT70 10-3l4•x 189a.TYOOWNANCHOR CONNECTTO EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND L INSTALL 40'OC r ACTION CONNECT TO ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS Q 14'-16' LSTA36 1-1/4'.36.18gaISTRAP AND JACKSTUDS f 8"-12'RAFTER AM 21-IWx20gaTYDOWNANCHOREACMRAF[ER SOFFITEDSAVEDETAIL p ON ALLOPENINGS KEEP ROOFING NAILS OUF U / 2ND.FLOOR WALL OF FLASHING - ROOFING LAPS BASE I FLASHING 4INCHES / \\ BASE FLASHING WRAPS CORNERS, RAFTER ��/ RIDGE LAP OF SAME IN EXTENDS INCHES AND SAT MATERIAL SHEATHING' / \ SIDES 4 JNCHES AND LAPS I NAILED TO SHEATHING! SHINGLES AT BASE MIN.4 INCHES THROUGH VENT I WOOD JOIST SIDE WALL FLASHING TOP PLATE V GIRDERMEADER' V 1ST FLOOR WALL STARRING TO ATTACHER TO WAIL STUDS E48"OC WOOD JOIST , - O cu AND ALL WINDOW/DOOR G DOW/DOOR OPENING JACK STUDS METAL HLABHINAT ALL EAVES,BIDEWALLe, WALL STUD _ FLOOR JOISTOEPTH USP NUMBER DESCRIPTION APPLICATION AND'RAKF�°—PROVIDE HEMMED EDGES 60 RAFTERS INSTALL 4 0'O C AS TO FORM DRAINAGE C WANNELS AND TS U 4•-8" LSTAaS 1-11,4°x38'1 aSTRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION v AB PRE-MANUFACTURED KEEP SHEATNING MIN 1-1/2' ALL JOISTS CONNECTED 70 A FLUSH HEADER TO BE SUPPORTED WITH I ON ALL OPENINGS CONNECT EACH RIDGE VFJ4F FOLDS FROM PEAHTO ALLOW FREE THE PROPER STEEL CONNECTOR' y Q RAFTERIPLATE RT75 TYDOWN ANCHOR AIR PASSAGE IF ABLE,SET FTR JDISTS APflOX 1/2"HIGHER THAN LVL HEADERS /�/� IN 4'0'0 C RAFTER TO PLATE OVER RIDGE TO �./ 6'-/6' MSTA48 T-1(4-x48'i6ga,STRAP AN ALL OKSTUDS CONNECACHS CONFORM TO SLOPE TOALLOW FOR SHRINKAGE.f REDUCE BUMP OUTS ON ALL OPENINGS PLATEANALL SPTM4 STUD PLATE ANCHOR PLATES TO EACH STUD Of ROOF 5 W DBL SILL PLATE 0 J TERMITE SHIELD I �—SUBFLOOR SILL GASKET x WOOD JOISTS CONC SLAB - ' NEOPRENE _ - i I f 2x6 Axa CONTIMIOU6 WOOD PLATE TVP.CONC.FOUNDATION A A, GASKET DAMPPROOF EXTERIOR 8 MIL POLY _^ ' - v; BOLTED To STEEL BEAM WITH EMIL POLY ON EXTERIOR V GRANULAR FILL )n y I 1/2'DIA BOLTS a 46"ae.STAG, v A STEEL COLUMN CONC 6LAB '// 11 - d I 4 a . ROOF TACK 11\` e.BEAM e, Z A , - )•a° v �/4°x V4"x 5'STEEL V / COMPACT FILL , 1 TOP AHD BOTTOM PLATE a ' o ROOFING LAPS KEYWAY�10101�TIINGaFLASHINGATWITH 1/2"x G"ANCHOR BOLT CONC FTG.—i••e �•e Lo- USEWITH3x33cuAREWASHERS SIDESANDTOPGRouTANCHOR BOLT CONNECTION (USPLBPS58ORBPS83)REINFORCING BARDRAIN TANCHOR BOLT CONNFC71ON FOUNDATION 51MAXI ANCHORBOL N NG LAPS / f'o TESL 60LUY1N SUPPORTING MAXIMUM SPACING ROOFINFLASHIG AT BOTTOM ///��\ SILL PLATE O FOUNDATION / ' CRAWL SPACE OR FOUNDATION) 15TORY 7200 � ��Lj � v TYPICAL LONL FOUNDATION APPLY PILASTERS SILL PLA ACE0 FOUNDATION 2STORIES 38'OC .L / HESO_TS CI G WHERE NEEDED FOR STRUCTURAL BRACING. MIN 3'STEEL COLUMN ANCHORED TO 24"x24°x12'CONE FTG. CRAWL SPACE OR FOUNDATION /i b `•t9- A-0 WALL BOTTOM PLATE TO FOUNDATIO 1.2 STORIES 577 OC SLAB_fGRADE ROOF JACKS 4 VENTS DETAIL _V/ SUBFLOOR • CONC SLAB I DOOR FRAME Z i••� 6X61Oil 0 WWM GARAGE I COtP� -•-�L-,�'' A JOIST N•PACTFlLL DOOR _ \ FOR BLOCKOUT An STEEL BEAM 4.SLAB Y SLOPE 'r P.T.PLATE W/6Wi U1'IM 4'LNBIVSUAY—` �F yA�1 JUST HEIGHT ' 1/2'AIR 5 <1 A T IRI G P TE IF NEEDED) • 9' AT END AND ° c •p d' APR R HIGHER THAN GRADE 'ti-v--'---•r---- _ 'c.-Ci4 DES OF WOOD +op ' A 5 LBEAM TO ALLD FOR SHRINKAGE __a _4 a a' a,:6 BEAM$ 4 a°a (PROVIDE STRAPPING TO HE P JOISTS ALIGNED) 12! 6X6WWM MIN 'e.L a °e A d C`a d C'a d A v o ,° —�NOTCH BEAM FOR MUOSILL IF REQUIRED--MAXIMUM e A n 4'•°a s � I I SUBFl00R -• d REINPORCMG BAR �7REINFORCING BARNOTCH EOUALS,t/4 DEPTH OF BEAM a a'°n > .a 11=11 T DIST DRAIN TILE 1 wJ P' • °(l.x a,?a,° 12' SHEET METAL/30-FELT UNDER BEAM AT POINT STEEL BEAM OF GON7AC7WITH CONCRETE LONG BLOCK li ' a" —PLATE(BOLTED TOBEAM) TYPICAL CONC MONOLITHIC FOUNDATION REINFORCE WITH(2)a4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH(2)a4 REINFORCING BARS 3-MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOGKOUT BEAM POCKET WIND LOAD PATH, CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFAGTURE'6,RECOMh1ENDM INSTALLATION INSTRUCTION&TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, 4"MAX. < M 4"MAX 4'DIA MAXIMUM +}j- a Q +'OLL MAXIMUM I I - POST CO GIRDERIHEADER t— r Cn `9 A POSTICOLUMN 12'x12'x12* ' H r E11 _ CONCRETE FOOTING Z r z DECK POST FTG.CONNECTION vLU DECK/PORCH RAILINGILOCATIONI USPNUMBER DESCRIPTION APPLICATION Q STAIR RAILING 4Jt4 POST PAU44 OR WE44 POST I BEAM ANCHOR APPLY TO EACH FOOTING Q V POST-TO-GIRDERIHEADER CONNECTION 6X6 POSTPAU660RWE66POST/BEAM ANCHORAPPLY To EACH FOOTING Cn USE MIN 12)I/2'Dbt.GALV BOLTS WITH WASHERS AND NUTS 1-1/2'SPACE — MINIMUM O IpL 'HANDRAILS vJ } GIRDER Z PGS ` GIRDERMEADER ^ 00 BALUSTERS RIMIDECK JOI n CONCRETE PIER— POSTICOLUMN 2 00 OPEN BALUSTER ATTACHED tO WALL O HANDRAIL CONNECTION N ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION o OF THE STAIRS HANDGRIP PORTION OF ALL HAHORAILS LOCATION USPNUMBER DESCRIPTION APPLICATION L SHALL NOT BE LESS THAN I-I/4'NOR MORE THAN 2'Id USE MIN.(2)1/2"DIA.GALY BOLTS WITH WASHERS AND NUTS m aU'' CROSS'SECTIONAL DIMENSION,OR THE SHAPE.SHALL (2)BEAMS PAU44 OR WE44 PUU 1-1 BEAM ANCHOR APPLY TO EACH PIER Q 3 PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/1•IEACIM TO POST/COLUMN CONNEr— N (3)BEAMS PAU66 OR WE66 POSTI BEAM ANCHOR APPLY TO EACH PIER —3 (� FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIiST.CONTIN GIRDFJi1HFADE PIECE OF SIDING BELOW UNDISTURBED SOIL 1/2'DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON ^ CONNECTED r0 SLOG OIV OC UNDISTURBED`SOIL(ORGANICS REMOVED) - L }� LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB O STAIR TREAD POSTICOLUMN �� BRACE TUBE RIM BOARD l/' �\ FILL AS PER MANUFACTURETINSTRUCTIONS / C FLOOR FRAMING ft,:�—:7:1 111=1111=P — — X11-�- V O •p��y STRINGER _III=fll-11 X111-111=III-111=III=III-11 TZ 4/-�� SLOCKDiGFOR GER I aN POST-TO-GIRDER/HEADERCONNECTION LAG BOLTSA-1406 QLOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/8i4x4 SOLID COLUMN PBS44I PBSE441 KC44 POST CAP ANCHOR APPLYTO EACH COLUM DISTURBED / POOR SOIL 6x6 SOLID COLUMN PBS65I PBSE66 f KC66 POST CAP ANCHOR APPLYTO EACH COLUM L� F- COMPLIES Y 4-6'LAYER OF CRUSHED STONE OR STRINGER TO DEGK%PORCII CONNECTION AVEL HOLLOWCOLUMN SIMPSONSTRR1I2 HC ANCHOR APPLYTOFACHCOLUM DECK)PORCH LEDGER CONNECTION VEL AND COMPACT BY HAND J Y PLASTIC BASE ON COMPACTED GRAVEL Ij VEL BASE T CONSTRUCTION TUBE AND PLUMBBRACE TUBE LL• AS PER MANUFACTURES'INSTRUCTIONS WOOD JOIST WOOD JOIST Jour BLocki CONG.PIER FOOTINGOIRDERIHEADER ECTINi..1'N 5TINDIN ACCORDANCE WITH SECTION403OF N Y RES DWOOD JOIST WOOD GIRDER WITH THE INTENT OF THE CODE A D it r I GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY m SS}TF 1 PRESCRIBED IN THE CODE QA THE DIVISION OF CODE ENFORCEMENT AND AY`�S ^ r7;p i ACCEPTABLE FOR USEIN N.Y.S BASED UP C (�OAT;OI*S REPO A'1 FLUSH JOISTS WITH HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIO > ALL70ISTSCONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND /'q IF ABLE SET FIR JOISTS APROX 1/4'NIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION ! USE WITH RTIO TYDOWN ANGHORS Z j> ns, iF,e`('� • TO ALLOW FOR SHRINKAGE JOIST TO GIRDERIHEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOTS N A O• ^^ cry �\ ,, DECK& PORCH NOTES: NAILING SCHEDULE 'Q ACL W 1)Unless otherwise noted,all framng material to be kt ACO pmssum beated lumber. I JOINT DESCRIPTION NAIL NAIL ION P All fasteners,hang..and anchors to be 9.N bed or stainless steel QTY. SPACIN JOIST TO. PER TOE Girders Girders'for deck joists tube baited or.dwithtloeach past w Pier a1Mwashers and nu SILL,TOP PLATE OR GIRDE 4-Bd COMMON JOIST NAIL In,,coonc,withaplersshelf rn1be thisxredwimichas bolt eItnn hers an nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA Nto concrote wilhe Mntmum lYC die xTlong anchor bolt Wim washors and nub. BRIDGING 2-8d COMMON EACH TOE GROUND WIND SEISMIC FRO WINTE ICESHIELD TO JOIST END NAIL v 3}Posts suppomng girders shall be anchored to a 1M12-x12-thick concrete footing. FLOOD BLOCKING EACH TOE Use armnlmum l/2'dtax7-Ic anchorhoNwHhwashem and nuts.FootingsShall SNOW SPEED ONION WFAT14EFRIN UNE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS 2-Dd COMMON be 4R below Saida LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED TO END NAIL BLOCKING TO• EACH TOE MODERAT SLIGHTTD SILLORTOP PLATE 3-16d COMMO ,BLOCK NAIL 4).Cook dints to have block. at B'0 d.G� 30 LBS. 130 B SEVERE 7 FT. it NONE LEDGER STRIP EACH FACE 1 B TO HEAVY MODERATE 5)A minimum of 10 Inch flashing shall be hstaned between the buffmg and ledger TO BEAM 3-16d COMMO JOIST NAIL Ledger to be fastened to buikingwith IIT die baits witiwishers and nuts JOIST ON LEDGERPER TOE at 16'o c 3-8d COMMON TO BEAM JOIST NAIL e).Concrete p.rs shall be a mmanlpn V.b—grade BAND JOIST 3-16d COMMO PER END TO JOIST' JOIST NAIL 7)All jolsts to be suppoided with hangers and a ichom.Each Joist shall also be aneherad BAND JOIST TO, PER togWer(s). SILL 0R TOP PLATE 2-160 COMMO 1, FOOT I TOENAIL ctrr+�ai.ts - 1 • Q. a AID G4%cjCL CLEW E.l Ca' ( II ass_•n r:,`Muj ( 1 �� y (I ` J I f ' )f I f 1 to ,an« s' J rrici^4�T'cf1' rFa.,a r + ' I f,+`, I r IL Iob ' r—"",, PraeT,r � II •�I I '1 � 1 y + i I 1 �_ i � � I `,I ` 1s` ;,f � ;� � (�, 11�I4 1,'4 , 1, `�c-'�"• !'~t••,;••; \ aua{t1J 9LQ •1Y..Y r!l. $ ,1 1 1 i '' O fdIMu2VrvC il1L•ulfll 1 7 i ' _\-` 7 -s�u:t,r'ravci,,: \\ ILTsf� °•.t °s',1�.;1� It I f i I� SCI I ' •( II II I �I•i7 ,�u,.a�n .T«wr: C3 W Q .�r:lr;lr. 1 JI l 45 \ .•:l r:•,:•: ! , I I Iui3lwmtV@:b^L'asrt, � Q ..�..�.!r. •.�• f ♦ i.•i i.': r. • r. J I I)I+1 I \ '!•'�l�Z♦�t! S• saosTax,cssizi (1 II I I Ij I II I, "cMae TK,x,,-vs�.r.o t n•tcs.n HE Aw>3 . tif;r�aLMyb [uR4":Y6T.+^J�aiDi:R5'7+46tieCP.L•KnR'a,Ci C.-Tm?1P- AN4 -lapw X1.0NA\9i* dMc C,m"iet 0- 421.a IleM5X2!!—m P pq Y ta.7.Y`^]R• a•'✓✓•�'W aa.�iR^ve-v�L,D J1 RcaTr�cc.c'cx;iewL-+�.oasts..�aernanr_rzgswicsa'`rrr�: � I , I I `+ I I �- � � A tri'E*J•f^-T'L'.4Ltr'NSfJai"•i vi lL RSd 4L�lr'«CJWAR°.ICATi. 1.G"w.n1TR 46.si GlCC Pi."4-�L tLLi*iz cc-Ile NY V.,.+ PCtL7!•i-.af!•�p n4 ct'µ-l7;a:�.M UzicseT�^n.e i�xarr_ Z GC°as�Y.fE.�ANSr �; t co Cr TLC i*w CQhb1%U-n� :,Qs,5 LIT til Mics Tat Du^Eit•J,+a3 OrACi3'Y Cr TLC 6�!-^Wi 6'Ri-^•ififf DcRaa't cvO.:Qi+w-W— " �r � I T O LII 1 I II � til O 0 II CV -----, �; I I 1 I I •�� ; , ,1 I , , , o I / � , F ( (, I•I L 1 a t ► I • CD C 1 , 11-4 0 1 J vJ �'� A'� a it II� �/ + !I i " r/ ( I i �f% I II •I •� U _' CL O ;; ; I I IIT 1 ( Ili I ( i I I ; 'I •' I ,tea 4uL: L Q «----------------l- ----------- --------- - ----------- ----- ^^ I O - O O -' ra.naear+mco,smaEc 1..1.. I 1 E,za ovn sruos ccvrticrm 1 1 1 I TOC"fF;ARISiPd KESS SIaPt ��' ��' i�~I ••'�' ' , OP UL�4YIEIIBOLY-0'0.C'L4� ^^ cou--_--- '«----------- ------------ '----------- ----------- ----- ••J -V ------- WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL - AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) F WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I6- AND MAKIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO,STORY BUILDINGS PANELS SHALL BE PRECUT TO para COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609 6 5 AND TABLE 160914 OF N.Y.S RESIDENTIAL r TS R �SBE IISU ALL PANEL`MUST CUT TO SIZE AND READY OSE ON NEW W WDOLS AND DOORS UST MARKED FOR WHAT OPENING IT IS Details HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. t , Scale: NTS �E F NFiy CSP 5 C,,Q N a� CI coax.ew+w rrrae:+c cr ecsraco.Tea T ( 'TS t C40 J Of 4v♦'F.,}©ba:•6 f--vN�•M..".L �C'•tiet2• sawt•l'a•�.L.i •W CG�.t2 N Ti-`��.Y I ♦ � t.•aa_•.e aa.t• a9 s.eT c.'vc.+ *^a•wv uw•s••e L'.: y .5r a-uT�c. t 4 a F '.L�.a°s ca o.a-�z ♦4er eeue ° ;° rte.. ° o•° ro�.. ° S O �a.""a"' A, CSC � .+.N N•s^a'•'lCc.! � !�u D„ C !D s+t+^,T'LO:°1 3'� D G eD �N'G•�T°LYA �W ry 4 O ! Q Y •Vf•.IOan�a� ��•� — _• W6'..OG ILt O-•4� tt . •° rai x.i.o m• 4 ° 4 F w vara Y A. . • d Y wz+n�'aAera� ..ta�arc '° ,ai esto•m• '° wm�s-. co.�¢sz Tacerc y y. ALTERNATIVE DETAIL TO UNDERPINNING ALTERNATIVE DETAIL TO UNDERPINNING ALTERNATIVE DETAIL TO UNDERPINNING O A � C Q m � � T 0 10" I r v T T 15'-6" 6'-3i6„ 8,-51" 10" z o a c � o cn 1 '-2" PASEMENT STAIRS: a ,, _ 14R CST MAX OF rx' V o PIT @ MIN OF Id' } O 5'-102„ v 3 LAUNDRY/ 1 '-74" STORAGE = o _ co -11 REPLACE EXIST W/ .N., _ — N sRERACE / 0 NEW EGRESS WINDOW. 12'-2" NES NEW 1511-60 sOAPEWEL EGRESS WINDOW WELL iii 0 0Jf v EXI5T COLUMN TO REMAIN s. EX15T COLUMN - O 5'-2 2 B TO REMAIN B a ' ni _72 2 111 5 1» 1 _ -------- --------=- _ �=== � r� ------- ----------------------------- ----- -..-v.-..3.,+....nom--..�...�...an.-r-i-,.. W/ NEW (3) 13/�'X!!/�' MI6ROLAM L LL NEW LOAF SALip U) LL N 15EARINe WALL O MECH AREA F m r RELOCATE PLAYROOM EXIST COLUMN = ELECT PANEL ~ 12'-6" REPLACE EXIST W = REPLACE W/ NEW ECPRESS WINDOW. `i o NEW WINDOW NEW 1511-60 66APEWEL EGRESS WINDOW WELL. AA rY m 10" 10 4'-10" 0. 072 O �FFSS(0 A C Q ADD NEW A ° - co WINDOW W/ (2) REMOVE AND � u � L)ZX10 f1EADER PATCH EXIST WINDOW EQ. EQ. l� z AADD NEW WINDOW a 3'-0" 3'-0" EQ W/ (2) 2X10 o uUi HEADERS REPLACE EXIST W/ NEW =--u pw o EQ EGRESS DOUP�LE 1„ --- — — —�—�--�— EQ. . '-10 WINDOW. (2) Z2 XIO STAIRS: .J z HEADERS Af 5OVE O 5'—0" — BATH 1 _ _ ___ I hrz C� MAX OF 73/� _ ------ -1-J--1- __;_= 144T @ MIN OF 1a' 1„ FLL 1» ------� I� - = o0 2 I KITOH REMOVE & 12'-1 L:�;31 --- L� REMOVE AND o _ I " PATCH EXIST cv " PATCH EXIST - n ==tJP=- ----- ------ i- cm WINDOW = _ - WINDOW o AV CLT 2'-8 ' - = j i m Q , o 2 B m i B U a I --------� I 2'-4" ------ I LL - m - OFFICE - --- NEW STAIR _. v d 2Xlo HEADER 77 C: 0)APOVE N i 10— DOORWAYS (2) ZXIO i i 4 ENTRY 3'-6" ` NEW DOOR W/ 1 3 a (Z)_2XI0 co Musfl NEW (2) 2X10 4" HEADER AfiOVE LL- - O 2'-10" 7'-11„ SA ui U) UP 4 6 FINISHED DINING REPLACE EXIST CEILING IN HALL WINDOW W/ NEW (2) 2X10 1 '-111„ ii HEADER 2 ; LIVING ii 1 i -1--+ i 8'-5" REPLACE EXIST OF t! EXIST WINDOWS W/ �P S D S W/ -i-� NEW (2) 2X102X10 �. lit HEADERrn - I I- gy L f EXIST °FEssI oW/ NEW 2X1 HEADER - A N lo EQ. 18'-42'j EQ. Com,. Q EeFEss WINDOWS C° W/ 2-XIO HEADERS 00 - EeFES5 WINDOW W/ r o� n r U 9'-10 4'-6-- 3' 0„ 11 ' 1- (2) SX10 HEADERS -- Q Q 10 EQ. E _ Q' t ----� _ -- r co co BDRM 1 U BATH 2 = BDRM 2 U = LINE SLOPED = o 00 O -_ O ROOF OVE — a, B N 7 a NPW M U 3'-0" ------------------ -- — ---- — ---------- ---- — -- --------------- I = _ ISA LL 1 i LL- 3'-0" ATTIC 1 -9" i 1 W o I v I }/ ----------19 _� :--------- - 3'-4"- ---4 -----------1J-=3 --- ----------- P�� F NE�r , rn V-10" 072 SSIONP�'�� A M r C Q C.0 _ O) II U Ar ZSZs� � m ----- I I I I I I Y I I ` ~ I EW EP Z I I I I I of � 00 I w I I N N I B I � I o � • I I �- C: T— _cu I I A I I I I I 4--� F-----------1 , O I I PN I I I I I , I I I I liJ I I I INE OP I V ALL PM-OW I I I I I I I I I n, W I I I I U) I I I IL------------------------------------- ------------- - - --- rri �FFSS l0 f'f A o CV C Q 0 0 rn F z C3 LU 0 3 o vvi '��• o L V 0 J } J °3' z 0 o 0 0 o N O L O U REPLACE EXIST REPLACE EXIST WINDOWS WINDOWS NEW HARDIEPLANK O LAP SIDING cu REPLACE EXIST ° _(D DOOR w L Z H I I I I I I I I I I I I I I I I W I I I I v I I • I I c OF N Q £y, I DF,. � rl'------------------ L------------------------------------------------------------------------------------- ,At9x nW 25 C!) N as o a� u U rn z o co 01 NEW DORMER J } z NEW WINDOWS NEW WINDOWS co o 0 co m N O, O m .U' 7 O U NEW HARDIEPLANK LAP SIDING C: O REMOVE & PATC41 ---- , ' ' EGRESS W Ii l ow5 ca EXIST WINDOW , , a) I I I I W I I I ui �O/� vJ I � � I I I W I 1 ,(G NFw t V/ o 071260 1 -------------- N CN CLs �lw o Q�Q � � J O NEW DORMER V } J � z a .0 T o i o co NEW POOR N 0 -----� r REMOVE & PATCH o U EXIST WINDOWS ' REPLACE EXIST NEW HARPIEPLANK WINDOWS i i i LAP SIDING L-----J L-----J O O +j REPRICE EXIST > w1wow W i>> ,�"�� F Nay✓� �^ g �S 3rL --------------------------------------------- --------- -- °• 072 C /1 �FFSS 10 �' M CV CL Q 0 a7 i T U } Z � J p V } °' NEW DORMER J CD z A 00 o 0 00 � N a) 0 O L m Q O U r REMOVE & PATCH EXIST WINDOW NEW HARDIEPLANK p LAP SIDING '++ cu REPLACE W/ NEW LU EGRESS WINDOWS � "' W NEW 15ILG0 SCAPEWEL INPOW WELL r----------------------------------------------------------- -----'� �\Agl. ------------------------------------------- �} A�\� -------------------------- J maf Ln t Fa o A,Q 0725 'L �'cC SIONP�' o CM Q REPLACE EXIST RIDGE r BEAM W/ NEW 13/�'X%' 6 I Cb v T � � T T DORMER ROOF ASSEMLY: 2X8 RAFTERS 16" O.G. } EPDM ROOFING (GOMMERGIAL GRADE, �� a LOW AL.BETO) 2XA STUDS 16 OC, GYP BD �S�SZ� v ZSL l R-13 15ATr INSULATION c 13W, GYP BD 2ND FL WALL ASSEMLY: - t� MOISTURE BARRIER 2X4 JOISTS lof, 0.6. ATTIC ROOF ASSEMLY: NEW Yi' PLYWOOD SHEATHING VINYL 3 J z 9 -0- REPLACE EXIST ASPH SHINGLES SIDING 5W, GYP BD i " NEW (2- 2X8 4 ACE EX 15# ASPHALT FELT 7'-0E �+ 7'-6" REPLACE ?J REMOVE EXIST EXG PLYWD DECKING EXG 2X8 RAFTERS RAFTERS AT Zq" 0.6. _ Cl STAIRS NEW (2) 2XIO o HEADERS ANTIC CEILING/FLOOR JOIST ASSEMBLY: RN W/ NEW 13/�' MICRO-AM 12' OL. L 3 W, PLYWOOD SUBFLOOR c NEW GYP 130. IST FL WALL ASSEMBLY: 2X6 CEILING 13NEW R-38 PATT INSULATION 1 ENEATf EXG 2X4 JOISTS 16 O.G. JOISTS PLYWOOD SHEATHING REPLACE AS _ IST FL WALL ASSEMBLY: ( �aD) EXG 2X4 JOISTS 16 O.G. REPLACE VINYL SIDING y EXG y?' PLYWOOD SHEATHING (REPLAc REPLACE EXG. MOISTURE BARRIER3" REPLACE VINYL SIDING Q NEW 5/$' GYP BD. 4 REPLACE EXG. MOISTURE BARRIER c:NEW R-13 BATT INSULATION. �8'-0" NEW 5/W GYP BD. O LIVING RM NEW R-13 UL 15ATr INSULATION. 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