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HomeMy WebLinkAbout41417-Z o�z2-= StlFf04�COG Town of Southold 5/25/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39659 Date: 5/25/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1345 Ruth Rd, Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-7-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/2/2017 pursuant to which Building Permit No. 41417 dated 3/10/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED FRONT PORCH ATTACHED GARAGE, UNHABITABLE ATTIC AREA AND UNFINISHED BASEMENT,AS APPLIED FOR The certificate is issued to Iordanou,Michael&ors of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0090 04-30-2018 ELECTRICAL CERTIFICATE NO. 41417 03-29-2018 PLUMBERS CERTIFICATION DATED 03-28-2018 V' c t DeGennaro n ho ' e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 41417 Date: 3/10/2017 Permission is hereby granted to: lordanou, Michael 204 Bayview Rd Manhasset, NY 11030 To: demolish existing dwelling & accessory garage and construct a new single-family dwelling as applied per SCHD approval. At premises located at: 1345 Ruth Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-7-13 Pursuant.to application dated 2/2/2017 and approved by the Building Inspector. To expire on 9/9/2018. Fees: DEMOLITION $215.20 DEMOLITION $776.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,115.60 CO -NEW DWELLING $50.00 NTotal: $3,157.00 J uildi g 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 S. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. I�" New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 13Lf5 Rut, Pj, m 0--W-tu C k— House No. Street Hamlet Owner or Owners of Property: cn eo va-p Suffolk County Tax Map No 1000,Section d Block �' Lot )3 Subdivision Filed Map. Lot: Permit No. —1 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Tempora(.Jertificate Final Certificate: (check one) Fee Submitted:$ Ap cant ' nature Town Hall Annex Telephone(631)765-1802 54375 Main Road CO- Fax(631)765-9502 P.O.Box 1179 �., roper.richert(-town.southold.ny.us Southold,NY 11971-0959 Q lyc®UN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Michael lordanou Address: 1345 Ruth Road city,Mattituck st: New York zip: 11952 Building Permit#: 41417 Section: 106 Block: 7 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Baldasano Electric License No: 43703-ME 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 Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 50 Ceiling Fixtures 33 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 16 Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 59 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A' Emergency Fixture Time Clocks Disconnect 200A Switches 49 Twist Lock Exit Fixtures 11 TVSS El Other Equipment: 3- Bath Fans, 1- 50A Wall Oven, 1- Gas Cook Top, 1- Range Hood, 5- Combination Smoke/ CO Detectors, 16- Arc Fault Circuit Breakers, Notes: 2- Combination GFCl/ARC Fault Circuit Breakers. C Inspector Signature: v Date: March 29, 2018 0-Cert Electrical Compliance Form As Town Hall Annex ,g�; i " Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • 0 Southold,NY 11971-0959 - . _ a BUILDING DEPARTMENT v TOWN OF SOUTHOLD D a MAY - 7 2018 1 TOWN OFSOUTRO� ClE"RTIFICAT-ITON Date: 5 2 I 1 Building Permit No. �'� Owner: oiL (Please print) Plumber: iy)ce. `} -G oso 11_ /uvhbl QndGJeceFo5 (Please print) J J I certify that the solder used in the water supply system contains less than 2/10 of I% lead. j I , --(Plumbers Signature) ' - Sworn to before me this ��nuuunnununnuulnll!InuuunmunuunuuunnIII III ill imIll Ill h = SONIYAPATEL day of �a�Gl 1 1�( _ Notary Public- State of New York 20_x_ _ _ NO 01 PA&204288 Qualified in Nassau County My Commission Expires Apr 13,�-jj00/�i��5 IIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!llll!;iillll�l:l}4{ffrtl�llfr. Notary Public,, _ _ .__.County { i 1 I SOUT�o N o 0 Ili 10c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLERG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL ;- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ,`� �i/h apt/ 1wi,_s/6A�A) AV� DATE 1411 Z INSPECTOR SOP SO//T i o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ],,,FOUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1/ I 1V1 �v 0" I�: Jl �L,4, DATE INSPECTOR �o��pE SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR Sooly o�yooUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTp ON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �Y govd., hvm6fOK/ A Rodt4 kv► t DATE �� INSPECTOR �OFsopTy cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , ( ] FOUNDATION 1ST [ /ROUGH PL- BG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [�IRE.RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] LECT�RI©CAL (FINAL) REMARKS: P%$Vf, Qk DW lf" yll�4' o/ to,--fin �1 h 4 7 6 6�- t vU�� 1/ t��'✓ - `V6A A -v y DATE INSPECTOR �oF so o`o • yo �ycourm,��'' TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] PdUGH PLSG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FIN L [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC RICAL (FINAL) REMARKS: A 0"a' DATE INSPECTOR } ' Of SOUL - ,`O !Q N O coum,0c� TOWN OF SOUTHOLD BUILDING DEPT. s 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL &16 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REKARKS: �0 L •� A&V 6, T-0 DATE ,3 /6 INSPECTOR fd-f -� Mr VA o� SOUryolo , UOUMY,� 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 y til INSPECTOR? X0.2 ma ENCIN—Y MAVER L.IjBUILVING CONSULTANTS Rich Manning Rater/P.•Roffg 55gRj4gre&1d Rij, Hauppauge, NY M88 Ph. 651526-75,d0 Email: rmannina@ene&g3m2asterli.com 5/23/2018 An air leakage test was performed at 1345 Ruth Rd.Mattituck,NY to satisfy Sect. R-402.1.2 of the 20 SCC,and this building meets these requirements. SF-2103 Vol-43,998 cf CFIV1@50-2190cfin ACH-2, 8 Rich Manning III i.. MAY 2 4 2018 h TOWN OF SOUTHOLD WArs • ,, i,FOUNDATION(IST) �"I . ` • ,, �1 , OW IMEM - FOUNDATION(21 ROUGH FRAMING& rp�,:M IM PLUMBING fir' ,lp V' . rm. •I-MA WTMI , , ► PAHAINSULATION PER N.Y. v - STATE ENERGY • I / ' _V - - " • , 0, --ADDITIONAL COMMENTS FEIRIF iili '. _ - - — 1111i��`�� - • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL;., Board of Health SOUTH&6,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 f Survey SoutholdTown.NorthFork.net PERMIT NO. ` Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application / Flood Permit Examined3 ,20LI Single&Separate Storm-Water Assessment Form ]� Contact: Approved (/ ,20_0 Mail to: L�_att4� San Lle Irs m-) Disapproved a/c Phone: 5)le -3 5-q- 0,bq3 Expiration ,20 Buil nsp ec or - D [ECIEVEAICATION FOR BUILDING PERMIT F E B 2 2017 Date a 1` , 20_Gl_ INSTRUCTIONS a. This ap eompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, acTA WHIRWee 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,ho 'ng e, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ture o p ' nt r name,if a corporation) �D L_ ¢.I a.n d ' Ae. , (0� (Mailing address of applicant) t 1—_11(a State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises 6to rQ.�_ LG Z2 Cc(" (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. I q 4 r-4 —In Plumbers License No. 4:a,40 - lop Electricians License No. 3(p y-S Other Trade's License No. 1. Location of land on which roposed work will be done: 1345 Ruth 1. moctbJuck. House Number Street Hamlet County Tax Map No. 1000 Section 10(a Block + Lot 13 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises nd intended use and occupancy of proposed construction: a. Existing use and occupancy 5 l R^ b. Intended use and occupancy P.5 16-0-M 3. Nature of work (check which applicable): New Building `� Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 350, 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear '50 Depth oda .3 Height Number of Stories I Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 8. 45 Rear (o Depth 5� Height "? I " / " Number of Stories 1 9. Size of lot: Front 1 o 0 Rear 100 . i+z Depth 153 10. Date of Purchase 0�- 02005 Name of Former Owner C-e I f Q MD I' s ha 11. Zone or use district in which premises are situated Q. '+D 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 /YW.n 1"015 5_#A 11030 14. Names of Owner of remises C 60 Lct ►-i'de s Address �2$� P 1 donru kd Phone No. (031- 01 g1- (a 57 Name of Architect �ph P0c f Ff C 0 Address -400 La 4 e 1 anal A VCPhone No 3 �q g� ODOO Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) d(,() M 0being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the &-ef)-T (ConYactor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this S`T day of 20 l�- HEATHER L. SANDERSON Notafy Public, State of New York Notary Public No 01 SA6133734 Signature of Applic t Qualfiod in Nassau County commission Expires September 19,20.� Scott A. Russell ��'° ��' STOWMIWATEEE. SUPERVISOR � � MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,t'MV YORK 11971 ° Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES 'THIS PROJECT LNWOLVE AINY OF THE FOLLOWING. ;? ' Yes NO (CHECK ALL THAT APPLY) }i ®® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 'lt 100 feet of horizontal distance. ®� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted? on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square ; feet or more, unless prior approval of a Stormwater Management Pi Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. ,k 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 238 does not apply to your project If you answered YFS 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. S.C.T.M. 1000 o-utc i APPLICAx,r (Proprm.Owner.Dc-':gn Professtona-.Agent,Contractor.othed A n l,, Dutc lct xA:tE- (��l J 0-rd 1�/l 0 14e ' (0 �— 3 P. Section it, Lot TOO l-o-xe (CI-rnd Xie z� ---_ ;--------=----==— —�---. �Okn.rYi'a- kkl I�^llt *" FOR BUILDING DEPART�4ENT USE ONLY V CO(11.l.i ini oinlltlJn (1J�I ��{ t0V ; Revicv�ed By: r� - - - - - - - - - - - - - - - - - -. Date: Propertx Address/Location of Construction Work: — — — — — — — — — — — — — — — — — L2)q5 T1&rJ1 Kj- El Approved for piocessu;g Building Permit �Jn I Slornmater\4anagcinent Control Plan Not Required, �1�� Storm%�ater Tvianaeement Control Plan is Required L_! Torward to Enguwei ung Department foi-Rei iew.) FORNI TACP-TOS MAY 2014 / thr�rxtp r}s:.r, k � CO ��TER•curacsazs tb;dlhn r o 0 �,�pp• j 7' LIST 3 } i .'P'• -i'Utijt'Cita;irrtec5t.' t9r�.ule�\'l:c,ip$'ciF1'Irri3rrtltitty'f'ualttit�lisii7 a f Date ;aiifka triINN;t'gpirk- COIRUN i,('ftrrt+rcii;r��. , `F°�1, _ 6L .T#I itSlt t7f [>1R';ei�at:i>:�liven ltc�}ttal" i.t ti4��lafinalaiy hc� f��tt . CD T. A Site 151an 4r'rrl;�,il Eta icalc c)E'L IbAt,60 (,S 06.3–. mu<m. 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Name: `VNtS i2 c z I License No.: c5 3 _ Address: �( �A2n , CcsS( t\3 (S y7 Phone No.: JOSSITE INFORMATION: (*Indicates required information) *Name: Ml Ckyle.I -T0r'J Ct nDLA *Address: /?c�,q. *Cross Street: *Phone No.: s7��- .�� ICJ*+/�Gi I Permit No.: Tax-Map District: 1000 Section: / Block: / , Lot: /3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) _ �l/c"C,J S'/.ti° �L. rr}/� i j 4/c•�t�LC.!c/y i (Please Circle All That Apply) *Is job ready for inspection: DESNO Rough In Fina! *Do-you need a Temp Certificate: YES 1(VO I - Temp Information(if needed) ' *Service Size: CLI—P—hase 3Phase 100 150 00 300 350 400 Other *New Service: Re-connect Underground I Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION _ fI (�q 82-Request for Inspection Form I yam►,! � .J A \ w\1 �•, y1��y W �,it :, � � �v,.. ..� '�.�R y� ,.�r��.• -. �• ! .fir .}�t � iip • `� \yam.. !.. •` `�. r - N + \ a 4004 JP Vt 1 44 411 u t � + � a e a �• rip � � •4F' � � r „ ,x tv 1� r+�gyr'• ... w.. ,R.e a i. i re, 's r , , x s.w... 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"! � '��� � tui h•..� 1�f':.� j } �� :Y � ]] ow }10 ���E � r,� .n .xv K'i�h�'R{"q;.1 �+t '.. �,w•5i .. . • r r Io Y 'r y, e f1 + •- J t" ��,�o ' r'Er'c5: Y•t:'., x s ,A l r t .. `ter'.*`. n " 1• �,4... J r 1 'We 7 s rte` 'fir itaVr�+ �jy } 51{��� fir' 4' q S t- fA '� � ,.r A / � �'.t• f �y�js�- ri�Y �p'fir �it •' y � 1 PSEG Long Island Building& Renovation Services 15 Park Drive Melville,NY 11747 LONG 0 PSMI I.S ANI) We make things reor$for yore. December 30, 2016 George Lazarides D 1345 Ruth Rd Mattituck, NY 11952 MAY ® 1 2017 Re: Electric Demolition Request BUILDINGDEPT. TO�i�N OF SO1J'1'DOLD 1345 Ruth Rd,Mattituck,NY 11952 CUSTOMER PROJECT: 900000039304 Dear George Lazarides, This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law (NYCRR Part 753) requires all contractors to call for a utility locate (NY 811) prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You crust also contact National Grid at 516-545-4973 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building & Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, X dA Carglyll Mackin Manager Building & Renovation Services PSEG-LI S� _10LK C O LTN,�,I� AUTI-10- 4060 Sunrise Highway, Oakdale, New York 11769-0901 D [ECROd� D January 30,2017 MAY - 1 2017 George Lazaridis BUILDING DEPT. 1345 Ruth Rd TOWN�OF SOUTHOLD Mattituck, NY 11953 RE: 1345 RUTH RD, Mattituck To Whom It May Concern: On January 26, 2017 our representative confirmed that the water services were physically disconnected at the above referenced location. Please advise your contractor that care should be taken not to damage the existing vault and/or curb box, as the cost of any repairs would be billed to the premise and no service initiated until the balance is paid. Sincerely, IA� C ?� I� Lisa Cetta Manager LC/db a To:Town of Southold Page 1 of 2 2017-02-06 21:12.45(GMT) From. Edward Molter FAX COVER SHEET TO Town of Southold COMPANY - FAX NUMBER 16317659502 FROM Edward Molter DATE 2017-02-06 21 :12 :23 GMT RE Lazarides Residence - 1345 Ruth Road COVER MESSAGE Edward G. Molter EGM Design Consulting LLC 700 Lakeland Avenue Suite 2B Bohemia, New York 11716 (516) -882-7304 Nassau Number (631) -472-7293 Suffolk Number (516) -977-0979 Fax (516) -790-8750 Office Mobile www.egm-design.com D FEB 7 2017 BUILDING DEW- TOWN OF SOUTHOLD www.efax.com AEGM DESIGN CONSULTING LLC Making your Dreams a Reality - IMI D-11,11AI• r • I February 14th, 2017 Town of Southold P.O. Box 1179 Southold, New York 11971 Lazarides Residence 1345 Ruth Road > Mattituck, New York 11952 Dear Amanda, Enclosed as per our discussion last week please find the following. - Stormwater Letter— Filled out and Stamped by Surveyor - New Survey—Adjusted with Topos - National Grid Application for Gas (Sorry Quality is horrible) - PSEG Letter of Electric Disconnect - Suffolk County Water Letter of Electric Disconnect - NYS ResCheck with ALL 9 pages Edward G. Molter President/ Owner D [ECIEUVE D MAY - 1 2017 BUILDING DEPT. TOWN OF SOUTHOLD EGM Design Consulting LLC—700 Lakeland Avenue—Suite 2B-Bohemia, New York 11716 (516)-882-7304 Nassau-(631)-472-7293 Suffolk-(516)-977-0979 Fax www.ecim-design.com -egmdesign(a aol.com-egmdesign@gmaii.com Kenneth Stengern ayL i o n a l r I Senior Supervisor Customer Fulfillment Department March 10, 2017 George Lazarides 1283 Plandome Road Manhasset, NY 11030 Email: EGMDESIGNA-60L.COM ; SCOTTgPERRILOGANGROUP COM National Grld WO# T101940257 Service Address: 1345 Ruth Road Mattituck, NY 11952 To Whom It May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored"819", or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this "811"call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, Kenneth Steng Senior Supervisor Customer Fulfillment Gas NY 1650 Islip Ave,Brentwood,NY 11795 T:631-348.6150 F:516-545-2333 kenneth.stenger@na8onaigdd.com www.naUanalgrid.com a D � M AY - 1 2017 BUILDING DEPT- TOWN OF SOUTHOLD DD MAY - 1 2017 BUILDING DEPT. TOWN OF SOUTHOLD i - '° �� �i:.1?•.� �t ,,,� ru•, � .+.:,,�„ ,�.,.4€,t'ru, H ir'4k" ,:w�Skor,+amM, v'� -.,.m...✓.�1. -_-_'� ... n- >_v ..'J y...%L�. .` "y":r.,-•, M.'ak`�'.t-�"�h'r'/�'.._'aee�'' ,-`_ .aS."," _, ,_ - jat'1',g.a,.J'%�fi.d:.s• .�t'a.�!.�h,"e if'of, o�.>„S. s,,,,.5�' ., _ >w �: :�R,y ,i.$,s,s”'i�'?'r"•""„'"u''`^""�Iw°,.wC,' 4'ro" =": K,N;e""'r�WfB"'K"'�5'sa' go`,"�"�'c n;,,:�4.F',,, , l y DWEWNG USES PUBLIC WATE 7020 x SURVEY OF DWEWNG USES PUBLIC WATE p A� 7053 00.00' 7002 p y L 0 T 200 Tl-j �' X > ;I,' MAP OF Ri �` d o CAPTAIN KID D ESTATES ,iQ1,EN i ��of pp � 88, 6991 �ItREi 7006 69 89 L X N -7 /0 0 °SHE' N 1 ' FILE No. 1672 FILED JANUARY 19, 1949 702 SITUATE a1 E x 1 1- TEST HOLE DATA i / YAR REMWNS F p0'`'T �RA►L 11 11� N — (TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEMBER 27, 2016) MATTITUCK INLET sa sa O�O' WAS ® GPS 1 W D o' BROWN SANDY LOAM OL 1 11 69°7 0 '.°' TOWN OF SOUTHOLD � 1 `'..� SUFFOLK COUNTY NEW YORK 1 - 69 23 1 1 —a �. ly m �;, PALE BROWN SILTY SAND ML . . 1 t7 �^ S.C. TAX No. 1000- 106-07- 13 H 1 pEtOP� „ 69 22 Z to x 11OOL � 11 r.•e. 7.0' SCALE 1 "=20' SEPTEMBER 27, 2016 N, 68 18 BROWN SILTY SAND SM X 686 1 12 � 1 ® � a —Jr 31.0' - OCTOBER 21 , 2016 ADD SITE PLAN PALE BROWN FINE SAND SP NOVEMBER 15 2016 UPDATED SEPTIC LOCATION I O 'TEST sa 23 . . . . ... '1' ® PR —'.'.'-'.'. 11 ,o° ° ° NOTES: ' II H ' ' • �• 38' 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM I_ EXISjTp Y •'pGARA ti ••• ".'•'•'•�'SY•'•;•:•:•:•'•�•• x E NO WATER ENCOUNTERED EXISTING ELEVATIONS ARE SHOWN THUS: x6000 ONES Ug . . . . . . .'.'!' ,poo p1p0� .. .'.')' ' 4•$ 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,200 GALLONS. ME NO p F . . . . . .'.PR HSE•'•'•'.'.'.'.'. . . . . �'. 6758 DWEWNG , FRA �3qg 'RppOSE ._ .SAME g.'.'.'.. . . . . .. . �— USES PUBLIC WATER 1 TANK; 8 dia., 4 LIQUID DEPTH Ngf REM EO X•.••,•,•,•,•,•,•,•46�R " 5 •,• • '2'9 1 3. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 350 sq ft SIDEWALL AREA TO .. . . . . .-.:.j. . .. . . . . . pR0y5E—ter.... . . . . . i. . . x 1 POOL; 12' DEEP, 8' dia. 6s 8sa6 .;�:: .!� .'.'.'.'.'.'. . .�,.....•. . . .. -. .".'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' 1 LOT 01 DWEWNG �• .'........... . . . l.':.:.:.'.'.'.:.:.:.:.:.:.:.:. ..... .•.•.•.. . . 10.0 USES PUBLIC WATER _ : :•:•:•:•: 1 ® 0,, PROPOSED EXPANSION POOL % n c43 IL .. . . . ... . . .... . . . L!a iJ --'� . . . . . . �::•., RBEgL 1 R• •�.���.� • • R`0•'�''• � 1 c z 0 � ® PROPOSED LEACHING POOL LOT „5 �a. 0 11 GA AG .:{....�......... � 01to •, 5.8 ® 1 Ld 99� 1 '.'.(.'.'.'.'.'.'.'• PRS LOT 200 x� � � W In � PROPOSED SEPTIC TANK Lu " 6524 x e-- ® THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �'5� ••• J NG 65 15 t StORY 1 _ a `n z X 11d I.E. 6a9 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. EwSTI 1 �-— FRRp tAE :E 0 ce LL I G' M°�D 1 , TO EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND �1 I BE 0. e?! x REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 1 DRAINAGE SYSTEM CALCULATIONS: 1W e 2 PFJ 6538 I ROOF AREA: 1,784 sq. ft. 1 �CL = >- NOTE: LOCATIONS AND EXISTENCE OF ANY $ c'I 2,461.5 sq. ft. X 0.17 = 418.5 cu. ft, x !� .� SUBSURFACE UTILITIES AND/OR STRUCTURES 1I lD NOT READILY VISIBLE, ARE NOT CERTIFIED. �^ }1 1 418.5 cu. ft. / 42.2 = 9.9 vertical ft. of 8' dia. leaching pool require 1 .e �M PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS ® 12N THIS SURVEY Is sualEcr To ANY FlSEAIEM I i OF RECORD AND ANY OTHER PE911NENr FACTS PROP ED 8 DIA. X 5 DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: ® ® ddl WHICH A TITLE SEARCH MIGHT DISCLOSE METES AND BOUNDS SURVEYING Ld �- 22 AMERICAN AVENUE *UNAUTHORIZED ALTERATION OR ADDITION TO A ® �,_ SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S CORAM, N.Y. 1 1727 SEAL IS A VIOLATION of ARTICLE 134, SECTION I 7209, SUBDIVISION 2, OF THE NEW YORK STATE 8PHONE (631) 736-9350 EDUCATION LAW Abandonment o exist ng,sanity x systen,.,MVA be I'll FAX (631) 736-9350 "Copies from the original of this survey map gy^• � .�,, not marked with an original of the land �.D it anc witi.9 dlep.a'.a llama requirmi t Submit �"�� x 6 >< �,_,,..—,,. � _ surveyor's inked seal or his embossed seal 1 1 A q y qyA,� y� LOTS: 13 BLOCK: 07 SECTION: 106 DISTRICT: 1000 shall not be considered a valid true copy." • completed form ARVlad`��aas proofo this survey nwas prepared in accordance indicated hereon awith MAP OF: CAPTAIN KIDD ESTATES (r the existing Cade of Practice for Land Surveys C I adopted by the New York State Association of Professional Land Surveyors. Said a4W" w I 00.4,2 SITUATED AT: MATTITUCK INLET certifications shall run only to the person TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his behalf to the title company, governmental 6477 & gNCE = agency and lending institution. REM—ANSPOSTR� C�^� _ Certifications are not transferable to „ W 1n LOT 01 K= "F V� I additional institutions or subsequent owners." $ 82e 4'0 50 AREA =� 14,917 sq. ft. CERTIFIED � "`�" y LOT 02 DWELLING 0.342 ac. TO I JOB NO.: 16-224A VACANT USES PUBLIC WATER Hall 1 zimb DATE: OCTOBER 21, 2016 0 .n, DWELLING 7 USES PUBLIC WA 7020 SURVEY OF ' DWEWNG x `� USES PUBLIC WATE L O M 200 p A� 70.53 oo•°°f 7002 0 y �, x • . � � � ,'2,' MAP OF M CAPTAIN KIDD ESTATES 698 ff E 69.91 700 1 f2�$•8 9 4 X 77'26 f N15 E� ' W FILE No. 1672 FILED JANUARY 19, 1949 WY x i.20 I sArsA TEST HOLE DATA SITUATE 6898 Ne (TEST HOLE DUG BY 'McDONALO°GEOSCiENCE ON SEPTEMBER 27, 2016) MATTITUCK INLET oW O , W.,�R � 8y :• :.s j.:, BROWN SANDY LOAM OL fl�•� N� - :�: t' TOWN OF SOUTHOLD ..� _�� `~_ SUFFOLK COUNTY, NEW YORK I W s ^`.moi' PALE BROWN SILTY SAND ML 69 23 pEtOP 1 » :'�• '' EROSION &SEDIMENT CONTROLS �` _` lim d to: S.C. TAX No. 1000- 106-07- 13 t ite z - ,���.�® ���► 1� ss.zz � .•••N ; :� ..'�=- Shall include but not be �pg9 ► x / I °r. 7.D• A well ma SCALE 1 "=20' maintained Construction Entrance, ed Silt Fencing,stabilization& SEPTEMBER 27, 2016 Oik ?F.0 N, \ y I BROWN swimB W x ss.s8�,AZT. Seeding of exposed and/or inactive soils. • 3,.°' OCTOBER 21 , 2016 ADD SITE PLAN _ PALE BROWN FINE SAND SP oy sr 68.23 .�:�: �'i �' ,a� NOTES: O N ..... ••�' r . '•�•:�•'�'�•'�-'1p• -- 3B• 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM • ....... .• "# • NO WATER ENCOUNTERED EXISTING ELEVATIONS ARE SHOWN THUS: 60 o r STING : �CE{� `�• s :• * x �a Exl oR'� :�G�A 1,., .'►• � :=' �E ' 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,200 GALLONS. E 0 7 ... :• 4• 1 0 M N l!S H� '� ::{:ter �:::�:: 7�5$ `"' DWEWNG FRpo• 1345 "°•••�•• ..... tI— Op�11S............. s::• i9 USES PUBUC WATE}2 1 TANK; 8' dia., 4' LiQUID DEPTH N tzEM Ea 8 F 7 �: ;;t. . 3. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 350 Sq ft SIDEWALL AREA. TO e R PS °..:::::alf..L'•.��::::;:: 1 POOL; 12' DEEP, 8' dia. ' M ...x:. r.• LOT 201 1 �.:: - x �:::::::: : .: :::.:.::::.:::�::::::: ::::: ::: ...... :.� irk�= =:::= �"' PROPOSED EXPANSION POOL APPROVAL OF STORMWATER DWEWNGE@t �•s i• 1 : o CONTRO MANAGEMENT c t USES PUBUC WATER .. QUJI ''- O O P N -T C a r 236 o •=:? � ::%.+. " Date: Z e7 I? I ........ ; tM.—°:::� s o -� PROPOSED LEACHING POOL Approved by: LOT 199 I t E5+'� F � pA 1 rn u .� LOT 200 *� "' PROPOSED SEPTIC TANK I H b c ' ::• :.: �'� •="..•• •• 6524 Z r 'i�.o ; 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD NO•A SJOVY x65_15 ' o '�, w cu W 14 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 50— cap LU A 5. EXISTING SEPTIC- SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND OVED c o a. ° M REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. D HNA FSTEM W ULATI NS�TEM CAL ULATI NS: Z ° •C 6 x 1 ROOF AREA: 1.784 sq. ft. 0 Cc NOTE: LOCATIONS AND EXISTENCE OF ANY I 2,4 RE 9 ft. X . ft. = 418.5 CU. ft. x 1— SUBSURFACE UTILITIES AND/OR STRUCTURES cA q• > Q :t NOT READILY VISIBLE, ARE NOT CERTIFIED. #.I 418.5 cu. ft. / 42.2 = 9.9 vertical 0. of 8' dia. leaching pool require 1 U, _Z ,may s' I PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS 1 a OF EC's s AW 07 UBJECT ER� �'' a o METES AND BOUNDS SURVEYING EASEMENT °FREQA "'"°TMS�`CUM FAM PROPOISED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: —� d 22 AMERICAN AVENUE "'�N A ITME sFLTER M O IHS DITTO O� SURVEY MAPIDBEAMG AAucEr1°sm r SURVEYORS° 1 / CORAM, N.Y. 11727 SEAL Is A rIOLAMON OF ARnc� �3+• SEcnoN I % ' PHONE (631) 736-9350 E72D9. z,of TME NEW YORK STATEDUCAMCH f''• x `� FAX 631 736-9350 'Copies from the original of this survey map * (� not mor' with an anginal of the land •! I �;:;:=:� l� ,,\`,1 surveyorss inked seal or his embossed seal l :,;.r x 6313 ` LOTS: 13 BLOCK: 07 . SECTION: 106 DISTRICT: 1000 shall not be considered a valid true copy.' I \ thio survey wasfication icated prepared riinn accordance with 1 MAP OF: CAPTAIN KIDD ESTATES the e,dstInq Code of Practice for Land Surveys . i adopted by the New York State Associationof CR. 6441 ` Professional Land Surveyors. Said I f SITUATED AT: MATTITUCK INLET certifications shall run only to the persc� g4W 55W 100,42 ` TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the sury is presly. god,mmental�- behalf to the title comporry, gave S Certificatiansl arennotntransferable to �6�g POST RAIL f �' additional institutions or subsequent owners.' S $Lo 40,X30 w LOT 01 AREA =. 14,917 S f CERTIFIED DWELLING 0.342 ac. TO JOB NO.: 16-224A v4r.AW LOT 02 USES PUBUC WATER DATE: OCTOBER 21, 2016 DWELLING USES PUBLIC WATE SURVEY OF DWELLING 7o.2D x ;,, USES PUBLIC WATE ® �,D 70.53 Q' 70, ® y LOT 200 �' x oQ•o MAP OF N CAPTAIN KIDD ESTATES 69.89 r i 91.5 70.0 1 �ZQ$•$$ x ro QO G Et 6ENCH ARK E 'FOSS g,RAii SNC FILE No. 1672 FILED JANUARY 19, 1949 N 7' L WIRE x4 REM�NS OF U' TEST HOLE DATA SITUATE w 68.9 212 N, (TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEMBER 27, 2016) T T I T U C K INLET 0000 i WASER -4w �,GPO� w0.0' M��OXES MER } _1 BROWN SANDY LOAM OL EXISTING 69.0 TOWN OF SOUTHOLD WAZER 1 1 5 "cE x _ PALE BROWN SILTY SAND ML !SUFFOLK COUNTY NEW YORK HE° 1 205 1 m " S.C. TAX No. 1000- 106-07- 13 � o Z 1 D N1 r W x SCALE 1 "=20' BROWN SILTY SAND SM SEPTEMBER 27, 2016 ILA68.1 S a x17.4 CON° 014' PALE BROWN FINE SAND SP OCTOBER 21 , 2016 ADD SITE PLAN O 0, 00 2 W 11 $' , 7.1' 011 5' 10 FEBRUARY 6, 2017 REVISE SITE PLAN 206 APRIL 20, 2017 FOUNDATION LOCATION 38 jJ X NO WATER ENCOUNTERED lz 9DWELLING .5NE $ CONC• F0USES %FE a.Ti USES PUBLIC WATER U D ss ss 0110.0' 1 LOT 201 NOTES: -?I DWELLING o 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM USES PUBLIC WATER N 25 = EXISTING ELEVATIONS ARE SHOWN THUS: X60-00 N O v 20.5 051+ ,c LOT Z FE1'5 + 1m 1 207 21 5 _ 17•gx Y1li 6 I I 1 NOTE: LOCATIONS AND EXISTENCE OF ANY vt 208 % J SUBSURFACEUTILITIES VISIBLE, ARE AND/OR ES NOT CERTIFIED. NOT m� 1 �I 6 x w OTHER % nils suTtvEY Is sualEcr ro ANY FASEAIENT m N� 1 METES AND BOUNDS SURVEYING WHICH A TRLE STRECORD AND�CH MIGNTPDISCLOSE FACTS I 22 AMERICAN AVENUE 'UNAUTHORIZED ALTERATION OR ADDITION TO A ,e SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S CORAM, N.Y. 11727 SEN.IS A VIOLATION OF ARTICLE 134.SECTION ` PHONE (631) 736-9350 EDUCATION SUBION LAW' 2,OF THE NEW YORK STATE IaoucAnoN uw• FAX (631) 736-9350 "Copies from the original of this survey map r 1 FE. x I not marked with an original of the land V surveyors inked seal or his embossed seal 1 x 63.13 LOTS: 13 BLOCK: 07 SECTION: 106 DISTRICT: 1000 shall not be considered a valid true copy.' MAP OF: CAPTAIN KIDD ESTATES th"Certificatiowas n indicated hereon cordo thawith t (r 1 I I the existing Code of prepared Practice for LandeSurveys 64"41 adopted by the New York State Association of ' SITUATED AT: MATTITUCK INLET Professional Land Surveyorto s. Said pe rson g.4W for whom the surveyns shall nis prepared, and on his FE. FE. T.SW1100.42TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. FE = behalf to the title company, governmental NCE REM POST &RAIL m agency and lending institution. Certifications are not transferable to " W " LOT 01 additional institutions or subsequent owners." $ 82040'350 m AREA = 14,917 sq. ft. CERTIFIED DWELLING 0.342 UC. TO JOB NO.: 16-224D VACANT LOT 02 USES PUBLIC WATER DATE: APRIL 20, 2017 DWELLING USES PUBLIC WATE SURVEY OF DWELLING ��x USES PUBLIC WATE A D Z= , 70, 0 � LOT 200 � x ��'�� 5 � MAP OF n CAPTAIN KIDD ESTATES -� 69.89. ss•s1 _ -� T5� ;20a'$� FILE No. 1672 FILED JANUARY 19, 1949 x 77°2600 �uY xZ1L24CMRK5 N SITUATE N TEST HOLE' DATA NIIR� _ siy.se / f UEpCHINO P pEEP 1a° (TST HOLE DUG BY McbONALD GEOSCIENCE O)V SEPTEMBER 27, 2016) MATTITUCK INLET Opp 0 WM 1 a' p1P•. 12 W = BROWN SANDY LOAM OL wP TOWN OF SOUTHOLD /N�OXE5 MR(1 R rp :' 1.0' • M 1 i, r:•. SUFFOLK COUNTY, NEW YORK PY _11-79 7' o G AU a 0� '" PALE aR°w" SILTY SAND �L S� TAX N o. 10-00- 106-07, 13 s x 0 200 PSC -` . �, SCALE 1 "=20' •e' SEPTEMBER 27, 2016 N° 68.1a 1 WpoDS `P //W 6:a BROWN SIL1Y SAND SM OCTOBER ;21 , 2016 ADD SITE PLAN LA x 00� ARCH 31.0• 41% R� R T__ 10 a' a PALE BROWN FINE SAND EIP FEBRUARY :6, 2017 REVISE SITE PLAN O g � W9�pi O� X11•a 0 206 21.5 1-7.7' w APRIL 20, x,017 FOUNDATION LOBATION ro Gp N NO WATER ENC&NrEREDMARCH 1,5, 2018 FINAL SURVEY FO�NpP �. 4.a - - _ --._.-.NOTES: 9.2 2 STQR� DWELLING Q ®_ 1 1/ VSE UNE J USES PUBLIC wA RV) �- 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 19$8 DATUl11 FRPM_3gg p ;� E�KISTING ELEVATIONS ARE SHOWN THUS: xso.00 I � �rJ � ss�as N°' 1p•0' 1 LOT 201 X I bNELLING RaOpf I p 50 1 S USES PUBLIC WATER pR�(�fJE�� 1 `� O e; _�,0 •ei ® ` ®®ROOF L07` o ` f �, ^• Y� ���jjj,, C0 SEPTIC TIE MEASUREMENTS �. �( ,n -19 LU 0 �� 1a 3' ��' ref. ` �" HOUSE CORNER A B WE 2_ \ UN _ROROUN 0 x LU Q La SEPTIC TANK 1' 40' 11 jj 0�1 pRCPPNg ® LEACHING POOL 45, 27 �,• 1 o <:< I PAY 55 73i�45-14xI I o � 1 v oOOF M v ,® suesuliFticE�unun s NA o%o sTRUcniRa ,ry• ];_s NOT READILY VISIBLE, ARE NOT CERTIFIED. LL O., \x�M�.- \ �1 ! I;� Q qD S -T ••r':L.J AFI RECORD ANO ANY ER PERDNN—FACTS �l : ; T I METES AND BOUNDS SURVEYING ,°N A,TRE s&�RCN MIDNr DISCLOSE if , •� nD y �l 53 PROBST DRIVE •UHALITIin(�MTI0N OR ADDITION TO A SURVEY MAP BE�fRINO A LICENSED LAND SURVEYORS 1 SHIKEY, NY 11967 SEAL IS A YIOI�WpN OF ARTICLE 134 SECTION 7209•SUBDMStQ¢I 2,OF THE NEW YORK STATE 1 •�„ PHONE (516) 972-5812 muanoN uvr I ` % surveydude0optvnline.net "Copies from the original of this survey mall 1 I 1 �- 3•�'� not marked with an original of the land 1� x surveyors inked seal or his embossed seal P I x 63.1 LOTS: 13 BLOCK: 07 SECTION: 106 DISTRICT: 1000phall not be cgnsidered a valid true copy." I I Certification Indicated hereon signify that MAP OF: CAPTAIN KIDD ESTATES this survey waq prepared in accordance with 1 41 the existing Cade of Practice for Land Surveys 00 Al adopted by the New York State Association of / Professional Lard Surveyors. Said L g4 O �2 SITUATED AT: MATTITUCK INLET certifications the nllrveynonly to the is prepared, and on his FE 5w 0 TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. behalf to the title company, governmental RAIL SCE = agency and lending institution. POST & mo Certifications lire not transferable to REMAl �� rr<'i LOT 0` additional insWtions or subsequent owners.' S 82"4� 5O AREA 14,91 sq. ft. CERTIFIED DWELLING 0.342 ac. TO JOB NO.: 16-2-24E VACANT LOT 02 USES PUBLIC WATER DATE: MARCH 15, 2018 G ' HVAC Load Calculations for ,J': Tp�fi'�t?OrSO , OL& George Lazarides 1345 Ruth Rd. Mattituck, NY 11935 Fj WRIL it It RgsiownAL KnVAC L6ADS Prepared By- Rich Manning Energy Master LI Budding Consultants 358 Ridgefield Rd. Hauppauge, NY 11788 631-326-7540 Thursday, May 17,2018 Rhvac is an ACCA approved Manual J and Manual D computer program Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. i - Elite Software D`evelo menta nti -Inc. Rhvac=-Resideal.&Lig6 Commercial HVAC Loads_ p, Eriergy Master'.L I Building Cons '=y Haua e NY 1-4789' Pacid 2 Project Report General,Pr0 ect Information ti.A s• Project Title: Project Date: Thursday, May 17,.2018 Client Name: George Lazandes Client Address: 1345 Ruth Rd. Client City: Mattituck, NY 11935 Company Name: Energy Master LI Building Consultants Company Representative: Rich Manning Company Address: 358 Ridgefield Rd Company City: Hauppauge, NY 11788 Company Phone: 631-326-7540 Desi ri Data. e Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range, Medium Latitude. 40 Degrees Elevation, 67 ft Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dir Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 :Check Fi uses n Total Building Supply CFM 677 CFM Per Square ft.: 0.320 Square ft. of Room Area: 2,115 Square ft. Per Ton: 1,079 Volume(ft'): 43,998*** ***Indicated volume is based on custom building volume. Total Heating Required Including Ventilation Air: 56,199 Btuh 56.199 MBH Total Sensible Gain: 14,499 Btuh 62 % Total Latent Gain, 9,019 Btuh 38 % Total Cooling Required Including Ventilation Air: 23,518 Btuh 1 96 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that.meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\master\Desktop\Energy Master\1345 Ruth Rd\Ruth Rd. Matt1tuck.rh9 Thursday, May 17, 2018, 5:04 PM Rhvac Residential_i Light.Commercial-HVACLoads% Y _ Elite_Software;Development,.IncQ; Energy Master Lf12 BuilcJing-Consh. Hau au a•NY.11788° _ _ Pae 3" Miscellaneous Re -ort �"-�Iril6iutt'613ata m•1 Hydro-air-Heat/Cool' �3. Outtloor", Outdoor-> 'v'Outdoor, Indoor ' _ Intloor Grains A D„` 'FBulli Weft 616'' tRel.Hum ',a Rel. urn W D Bulb',',°Difference Winter: 10 9 80% n/a 70 n/a Summer. 83 71 56% 50% 75 30.17 Duct-Siziri "In uts Main Trunk Runouts, Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft 0.1000 in.wg/100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum.Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in 0 in. Outside Air Data' ,.: < 4, Xr, Winter Summer Infiltration Specified: 0.660 AC/hr 0.340 AC/hr -- - — -- --484 CFM - -- ----249_ CFM ---------- - — Infiltration Actual: 0.660 AC/hr 0.340 AC/hr Building Volume: X 43,998* Cu.ft X 43,998* Cu.ft. 29,039 Cu.ft/hr 14,959 Cu ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 484 CFM 249 CFM Total Budding Ventilation: 60 CFM 60 CFM, *Indicated volume is based on custom building volume. ---System'1--- Infiltration &Ventilation Sensible Gain Multiplier. 878 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified 0 660 AC/hr(484 CFM), Construction: Loose Summer Infiltration Specified, 0.340 AC/hr(249 CFM), Construction: Loose Duct Load Factor Scenarios forryS stem 1`` a. Attic x Y°° :° Duct "Duch 'Surface From,, :No: .,T a Descri tion Location= >Ceilin' Leakage Insulation F � '' `Area 1 Supply Basement - 0.12 8 571 No 1 Return Basement - 012 8 106 No C:\Users\master\Desktop\Energy Master\1345 Ruth Rd\Ruth Rd. Mattituck.rh9 Thursday, May 17, 2018, 5.04 PM Rhvac-;Residential&Light Commercial,HVAC Loads,r.-, .,, ._ _„Elite software-,Revelopment;Inc: , __.- Energy Master LI Budding Cons Hm au e`NY 11788 ' _ Pa`a 4` Load Preview Report Ne ft. Sen Net Fy ,FIg F S ys Duel Scope To /To Are Gai GainGainLoss CFM CFM CFM Siz Buddinq 196 1,079 2,115 14,499 9,019 23,5_18 56,199 677 637, 677 System 1 1 96 1,079 2,115_ 14,499 9,019 23,518 56,199 677 637 677' 9x1 Ventilation 527 1,228 1,755 3,950 Supply Duct Latent 674 674' Return Duct 011 208 208 266 Zone 1 2,115 13,972 6,909 20,881 51,983 677 637 '677 9x1 1-Entire House 2,115 13,972 6,909 20,881 51,983 677 637 677 7-- C:\Users\master\Desktop\Energy Master\1345 Ruth Rd\Ruth Rd. Mattituck.rh9 Thursday, May 17, 2018, 5'04 PM . . ClUoers\maotmhDooktop\EnmrgyMosteh1345Ruth Rd\Rut Rd yNottItuuknh8 Thursday, May 17. 2O1U. 5:U4pK0 Rhvacv Residential:`&Light CommerciakHVAC Loads _ b "Elite`Software.Development;_Inc:; _;` Energy,Master�Ll Bwlding Cons _ �,Hau au a NY.1'1788: �._ '' Pa e'6 Total Building Summaly Loads Component a P" =Area Sen `Lat: Sen- "Total Descri.tion -: `�Quan ;Loss 5 Gain Gain'9 ' Gain.. DBL-Lo-e,Viny- Glazing-DBL-LO-E-Vinyl, u-value 0.03, 123.5 222 0 721 721 SHGC 0.29 11 G: Door-Wood-Panel 21 680 0 215 215 12D-Obw. Wall-Frame, R-15 insulation in 2 x 4 stud 1695.5 8,749 0 729 729 cavity, no board insulation, brick finish,wood studs 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 2115 4,061 0 4,264 4,264 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-30 insulation CustomFloor-3: Floor-Over enclosed crawl space, 2115 1,496 0 199 199 Custom My second example custom floor Subtotals for structure: 15,208 0 6,128 6,128 People: 5 1,000 1,150 2,150 Equipment: 806 3,334 4,140 Lighting. 0 0 0 Ductwork 5,176 882 1,171 2,053 Infiltration:Winter CFM:484, Summer CFM:249 31,865 5,103 2,189 7,292 Ventilation: Winter CFM.60, Summer CFM: 60 3,950 1,228 527 1,755 Exhaust:Winter CFM:60, Summer CFM- 60 Total Building Load Totals: 56,199 9,019 14„499 23,518 -: Total Building Supply CFM: 677 CFM Per Square ft: 0.320 Square ft. of Room Area. 2,115 Square ft. Per Ton: 1,079 Volume (ft'): 43,998*** ***Indicated volume is based on custom building volume Building Loads:, Total Heating Required Including Ventilation Air: 56,199 Btuh 56.199 MBH Total Sensible Gain: 14,499 Btuh 62 % Total Latent Gain: 9,019 Btuh 38 % Total Cooling Required Including Ventilation Air: 23,518 Btuh 1.96 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as budding use and weather may vary Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions C:\Users\master\Desktop\Energy Master\1345 Ruth Rd\Ruth Rd. Mattituck.rh9 Thursday, May 17,2018, 5:04 PM R4ya6;Residential 4 -Light CommercialH"P'Loads . �9rqVMaster Li', ...... di6q Co,ns,_, Y- 11788 Padel, FB—ui—ldin.q Pie Chart 7 Roof 7% Floor 3% Ventilation 7% Wall 16% Glass 0% Door 1% Ductwork 9% Infiltration 57% Floor 1% Ventilation 7% Roof 18% Wall 3% Glass 3% Infiltration 31% Door 1% People 9% Equipment 18% Ductwork 9% C:\Users\master\Desktop\Energy Master\1345 Ruth Rd\Ruth Rd Mattituck.rh9 Thursday, May 17, 2018, 5:04 PM , e Rhvac-Resideritial`&Light CommerciaLHVAC.Loads:_ - T,: s-.g 'Elite Software Development;"Inc:, Ener "Maste�.CLBuildi'n Con's �x � - 9Y. . 9r 'Hgu au a N!. 1.1788: Pa a 8: Detailed Room Loads - Room 1 - Entire House Average Load Procedure General .; 11 51 Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 470 ft System Number: 1 Room Width: 45.0 ft. Zone Number: 1 Area: 2,115.0 sq.ft. Supply Air: 677 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.9 AC/hr Volume: 43,998** cu.ft. Req Vent_'Clg , 0 CFM Number of Registers 7 Actual Winter Vent.• 60 CFM Runout Air: 97 CFM Percent of Supply 9 % Runout Duct Size: 6' in. Actual Summer Vent.: 60 CFM Runout Air Velocity: 492 ft./min. Percent of Supply- 9 % Runout Air Velocity: 492 ft./min. Actual Winter Infil.: 484 CFM Actual Loss: 0.134 in.wg./100 ft. Actual Summer Infil.: 249 CFM *"Indicated volume is based on custom building volume. Item, - x, ,Area =U=` Htg -� -Sen>' CIg'Mri _ Lat "' :Sen' Desc"ri;tion ;.' Quanti Value FiThT- °'Loss HTM Gain ` Gain- N-Wall-12D-Obw 184 X 10 1695.5 0.086 52 8,749 0.4 0 729 N-Door-11 G 3 X 7 21 0.540 32.4 680 10.3 0 215 N-GIs-DBL-Lo-e,Viny shgc-0 29 123.5 0.030 1 8 222 5.8 0 721 100%S U P-Ceil-1 6A-30 47 X 45 2115 0.032 .1.9 4,061 2.0 0 4,264 Floor-CustomFloor-3 45 X 47 2115 0.033 0.7 1.496 0.1 0 199 Subtotals for Structure 15,208 0 6,128 Infil.:Win.:484.0; Sum..249 3 1,840 17 318 31,865 1.190 5,103 2,189 Ductwork: 4,910 1,171 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Equipment: 806 3,334 Room Totals: 51,983 6,909 13,972 . iEcful` Loads-' ., . menYCooliri ` .., s- 5 F- ''.V Continuous , >.Coritinuous-, 4 n Output: ° 'Output: Average Percent Sensible Latent: Sensible'4 Y rLaterit° „Used °:x Load :Load, -Ite'm' Name Btuh Btuh= Out ut` ° er°Hour, Bfuh Btuh Cooking range no hood-four 13311 7167 25 25 832 448 burners on high heat Dishwasher 4096 1433 100 25 1024 358 Vented clothes dryer- 10 1707 0 50 50 427 0 percent to space Refrigerator or freezer- 16 1000 0 100 100 1000 0 cubic feet Clothes washing machine- 205 0 50 50 51 0 10 percent to space—,—_ Total 3334 806 C:\Users\master\Desktop\Energy Master\1345 Ruth Rd\Ruth Rd. Mattituck.rh9 Thursday, May 17, 2018, 5.04 PM Rhvacr Residential&Light Commer_c_ialyHVAC.Loads ` -_ y", ° _Elite Software,Developrrient,_Inc., Energy Master U'Budding Cons z� - Hauppauge,NY 11788 Pa e'9 System 9 Room Load Summaty Htg Min Run Run Clg Clg Min; Act Room, - Area "' Sens Htg Duct DuctSens Lat- dig Sys No Name'." SF - `Btuh CFM Size-, Vel—, 'Btuh' BtulS . CFM " ' CFM ---Zone 1--- 1 Entire House 2,115 51,983 677 7-6 492 13,972 6,909 637 677 Ventilation 3,950 527 1,228 Duct Latent 674 Return Duct 266 0 208 System 1 total 2,115 56,199 677 14,499 9,019 637 677 System 1 Main Trunk Size 9x14 in. Velocity, 773 ft/min Loss per 100 ft., 0.103 in.wg Conlin . S sfem,Summa v _ ; Cooling,° Sensible/Latent Sensible Latent ''Total` w_Tons Slit Bturi -Btuh" Btuh Net Required: 1 96 62%/38% 14,499 9,019 23,518 Actual 5.00 60,000 E ui ment Data g.. Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: NCB-240E AHG60-OA Indoor Model. CA060A6E5Y Brand: SC-Modulating Heat Controller Efficiency 96 AFUE 15 SEER Sound: 0 0 Capacity, 100,000 Btuh 60,000 Btuh Adjusted Capacity: n/a 30,000 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity n/a 0 Btuh This system's equipment was selected in accordance with ACCA Manual S Manual S equipment sizing data. SODB: 83F, SOWB: 71 F, WODB- 10F, SIDB. 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 14,499 Btuh, Lat. gain, 9,019 Btuh, Sen. loss. 56,199 Btuh, Entering clg. coil DB. (Error), Entering clg coil WB. (Error), Entering htg. coil DB 64AF, Clg. coil TD: 20F, Htg. cod TD: 70F, Req clg airflow. 637 CFM, Req. htg airflow: 677 CFM C:\Users\master\Desktop\Energy Master\1345 Ruth Rd\Ruth Rd. Mattituck.rh9 Thursday, May 17, 2018, 5*04 PM REScheck Software Version 4.6.2 Compliance Certificate Project Lazarides Residence nD 1EC[E0'V[E Energy Code: 2015 IECC n MAR - 1 2017 5,( Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction BUILDING DEPT. Conditioned'Floor Area: 2,103 ft2 TOWN OF SOUMOLD Glazing Area 12% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1345 Ruth Road Lazarides Residence Ralph Pacifico Mattituck, NY 11952 1345 Ruth Road Pacifico Engineering Mattituck, NY 11952 700 Lakeland Avenue Suite 2B Bohemia, NY 11716 631-472-7293 ';Co m s oUAIrade-off Compliance: 0.0%Better Than'Code Maximum UA: 316 Your UA: 316 Maximum SHGC: 0.40 Your SHGC: 0.10 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 Assembly or Cavity Cont. U-Factor UA Perimeter R,-Value R-Value Ceiling 1: Cathedral Ceiling (no attic) 2,103 30.0 0.0 0.034 72 Wall 1: Wood Frame, 16" o.c. 1,698 13.0 1.6 0.072 108 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 116 0.330 38 SHGC: 0.10 Door 1: Glass 88 0.330 29 SHGC: 0.10 Floor 1:All-Wood j oist/Tru ss:Over Unconditioned Space 2,103„ 30.0 0.0 0.033 69 Compliance Statement. The proposed building design described here is ter' ulldlrig plans,'specifications, and other calculations submitted with the permit application.The proposed buil to meet the'2015 IECC[;7,uirements in REScheck Vers' n 4.6.2 and to comply with the mandatory requirem I t Inspection Checklist Name_-TitleA ! t Signat" V Date I n , I �► Project Notes: N 2 Lazarides Residence D 1345 Ruth Road A 66182 Mattituck, New York 11952 �o��SS1ONP�' Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\_EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 1 of 9 RESCHECK-RPE.rck REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pte-Inspection/Plan Review Complies? ;Commeints/Assumption's &Req.ID. Value value 103.1, !Construction drawings and ❑Complies 1 ❑Does Not , 103.2 !documentation demonstrate ' [PR11 energy code compliance for the ° building envelope.Thermal st ❑Not Observable 1 oenvelope represented on ) ,°; .4:..❑Not Applicable ; construction documents. 103.1, :Construction drawings and „ . ❑Complies 1 103.2, documentation demonstrate ] _,5,e ° []Does Not, 403.7 :energy code compliance for ` [PR311 ;lighting and mechanical systems. ., -. []Not Observable R Systems serving multiple ❑Not Applicable ; I dwelling units must demonstrate compliance with the IECC Commercial Provisions. + , 302.1X, IHeating and cooling equipment is; Heating: Heating: ' ;❑Complies ; 403:7 ;sized per ACCA Manual S based 1 Btu/hr Btu/hr 1❑Does Not 1 [PR2,F on loads calculated per ACCA1 Cooling: 1 Cooling: I 1 Manual or other methods 1 ;❑Not Observable Btu/hr Btu/hr p approved by the code official. a !❑Not Applicable F S i 1 3 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\-EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 2 of 9 RESCHECK-RPE.rck Section # Foundation Inspection Complies? Comments/Assumptions, &I2eq.ID 303.2:1 , A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below : ' in. �❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [F012]2 installed. ;❑Does Not j J ;❑Not Observable 1 ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1 '2 IMedium Impact(Tier 2) 3 ILow Impact(Tier 3) Project Title: Lazarides Residence . Report date: 02/07/17 Data filename: E:\_EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 3 of 9 RESCHECK-RPE.rck Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 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, 402.3.6, ; s❑Not Observable 402.5 ! '❑Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products e -• ;. '❑Complies [FR4]1 !are determined in accordance ❑Does Not :with the NFRC test procedure or s ;taken from the default table. ; '[]Not Observable ; ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier . ❑Complies [FR23]1 installed per manufacturer's k; A ❑Does Not instructions. ' ! bNot Observable ; ;❑Not Applicable 402.4.3 ;Fenestration that is not site built []Complies [FR20]1 ;is listed and labeled as meeting r []Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ;or has infiltration rates per NFRC ( ]EINot E]Not Observable1400 that do not exceed code Applicable f ;limits. � !. - - � � ; 402.4.5,, ;IC-rated recessed lighting fixtures ❑Complies ; [FR16]2-, 'sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm )', ° ] 1 leakage at 75 Pa. ), ![:]Not Observable ; t ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ,❑Complies ; [FR12]1 !insulated >= R-8 where duct is i❑Does Not >= 3 inches in diameter and >_ V R-6 where < 3 inches. Supply and;. ❑Not Observable ; !return ducts in other portions of ❑Not Applicable !the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. ° ; 403.3.3:5 ,Building cavities are not used as ;❑Complies ; [FR15]3 !ducts or plenums. `: ❑D`oes Not 3 J ; []Not Observable ; ❑Not Applicable ; 403.4- HVAC piping conveying fluids R- R- ;❑Complies (FR17•]2: '•above 105 °F or chilled fluids ; ❑Does Not ; below 55 °F are insulated to >_R- F 33 ,❑Not Observable , ' ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC r ;❑Complies [FR24]1 !piping. ;❑Does Not F ❑Not Observable f ❑Not Applicable 403.5.3 ` Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]2', >_R-3. i ;❑Does Not .'o ; ❑Not Observable j ❑Not Applicable 403:6 °. Automatic or gravity dampers are .'° ,. )❑Complies ; [FR1912 installed on all outdoor air F ,r ❑Does Not ; ,intakes and exhausts. ❑Not Observable y❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 1''2 1 Medium Impact (Tier 2) 3 1 Low impact(Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\_EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 4 of 9 RESCHECK-RPE.rck 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\_EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 5 of 9 RESCHECK-RPE.rck Section Plans Verified Field Verified Insulation Inspection Value Value Complies? •Comnierits/Assumptions & Req.ID 303.1 All installed insulation is labeled �. ' ❑Complies ; [IN13]2 - or the installed R-values ` ❑Does Not provided. } ; , , I { ]❑Not Observable ; i❑Not Applicable ; 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ISee the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ;❑Does Not Mable for values [IN1]1 ❑ Steel ❑ Steel :❑Not Observable j ❑Not Applicable ; 303.2, ;Floor insulation installed per ❑Complies 402.2.7 !manufacturer's instructions and ❑Does Not [IN2]1 yin substantial contact with the ; { i underside of the subfloor, or floor ❑Not Observable ; !framing cavity insulation is in $❑Not Applicable !contact with the top side of ;sheathing, or continuous !insulation is installed on the underside of floor framing and }' !extends from the bottom to the !top of all perimeter floor framing I members. 402.1.1, ',Wall insulation R-value. If this is a;, R- 3 R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/z of the a❑ Wood ;❑ Wood ;❑Does Not :table for values 402.2.6wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ;E] Mass E E] Mass UNot Observable ,le �requirement applies (FR10). ;❑ Steel f❑ Steel �❑Not Applicable ; K 1 t F 303.2 r !Wall insulation is installed per []Complies ; [IN4]1 ;manufacturer's instructions. !,1° ❑Does Not []Not Observable ; []Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\_EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 6 of 9 RESCHECK-RPE.rck Section Plans Verified ' Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & EtegJ13 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not ttable for values. 402.2.2, ❑ Steel !❑ Steel :❑Not Observable 402.2.6 [FI1]1 ! :F—]Not Applicable s 303.1.1.1,!Ceiling insulation installed per { ❑Complies 303.2 :manufacturer's instructions. r i °° ❑Does Not [F12]1 !Blown insulation marked every 300 ft2. i ❑Not Observable ❑Not Applicable 402:2:3'' !Vented attics with air permeable �❑Complies [F.122J2 insulation include baffle adjacent (—]Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ; ! ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation >_R-value of the ;—]Does Not adjacent assembly. 1 1❑Not Observable ! j❑Not Applicable j 402.4.1.2 :Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 !ach in Climate Zones 1-2, and ;❑Does Not 1<=3 ach in Climate Zones 3-8. ❑Not Observable i❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 cfm/100I cfm/100 ;❑Complies ; [FI4]1 {cfm/100 ft2 across the system or 1 ft2 o ft2 i❑Does Not <=3 cfm/100 ft2 without air :[—]Not Observable handler @ 25 Pa. For rough-in { ; ; !tests, verification may need to 1 ,❑Not Applicable ; ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested tocfm/100cfm/100 ,❑Complies ; (F127]1 !determine air leakage with ! ft2 ft2 !❑Does Not j !either: Rough-in test:Total ! ! ; ;leakage measured with a []Not Observable !pressure differential of 0.1 inch ! ,❑Not Applicable w.g. across the system including !the manufacturer's air handler !enclosure if installed at time of test. Postconstruction test:Total !leakage measured with a , !pressure differential of 0.1 inch f w.g. across the entire system !including the manufacturer's air 1 ! handler enclosure. ! 1 403.3.2.1 ;Air handler leakage designated °'° ❑Complies ; 024]1 !by manufacturer at <=2% of ❑Does Not !design airflow. " s J❑Not Observable ' ❑Not Applicable j 403:1.1 Programmable thermostats , ❑Complies [�FI9]?"',° installed for control of primary ?, : .❑Does Not F heating and cooling systems and t, initially set by manufacturer to 4,' !❑Not Observable i code specifications. i x' '❑Not Applicable ; 403.1.2° Heat pump thermostat installed •I❑Complies , '[17110]2 on heat pumps. []Does Not F -]❑Not Observable ❑Not Applicable 403.5:1° ,Circulating service hot water , ❑Complies [FI11]2 ;systems have automatic or ❑Does Not ! accessible manual controls. ! _bNot Observable ❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\_EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 7 of 9 RESCHECK-RPE.rck ans Verified Section PlField Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 iAII mechanical ventilation system i ` 6❑Complies [F125]2 ifans not part of tested and listed i A❑Does Not HVAC equipment meet efficacy I ; 1 and air flow limits. ❑Not Observable i �❑Not Applicable 403:2 Hot water boilers supplying heat , ` '❑Complies (FI26]z through one-or two-pipe heating ? T❑Does Not Is ystems have outdoor setback (control to lower boiler water r r❑Not Observable jtemperature based on outdoor ❑Not Applicable ; I temperature. I , 403.5.1.1 j Heated water circulation systems ; ❑Complies [FI28]2 have a circulation pump.The i y, []Does Not system return pipe is a dedicated return pipe or a cold water supply 3❑Not Observable ; (pipe. Gravity and thermos- I []Not Applicable #syphon circulation systems are I not present. Controls for ) circulating hot water system pumps start the pump with signal ;for hot water demand within the ; occupancy. Controls automatically turn off the pump when water is in circulation loop I 1 is at set-point temperature and # no demand for hot water exists. I' 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL } ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable ; I heat tracing to maintain the t❑Not Applicable I desired water temperature in the ; piping. I I 403.5.2 ) ❑ Water distribution systems that , Complies [F130]2 !have recirculation pumps that i ❑Does Not 3 pump water from a heated water j supply pipe back to the heated ;❑Not Observable water source through a cold I }- ❑Not Applicable water supply pipe have a 1 demand recirculation water 6 system. Pumps have controls jthat manage operation of the 4 ; pump and limit the temperature ; of the water entering the cold water piping to 104°F. 403.5.4 ;Drain water heat recovery units �❑Complies [FI31]2 #tested in accordance with CSA I �❑Does Not 855.1. Potable water-side pressure loss of drain water heat r ❑Not Observable recovery units < 3 psi for I IE]Not Applicable ; individual units connected to one I° ; or two showers. Potable water- side pressure loss of drain water i heat recovery units < 2 psi for I s ; individual units connected to three or more showers. 404.1 ;,75%of lamps in permanent $❑Complies [FI6]ifixtures or, of permanent Not ;fixtures have high efficacy lamps. ;Does not apply to low-voltage []Not Observable !lighting. i IE]Not Applicable ; 404.1.1 i Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. $ " , i❑Does Not ❑Not Observable r ❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\ EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 8 of 9 RESCHECK-RPE.rck Section Plans Verified Field Verified ' # Final lnspection'Provisions Value Value Complies? Comments/Assumptions &Req.ID 401.3 CCompliance certificate posted. ; #❑Complies [FI7]2 i f 'j❑Does Not i �❑Not Observable #❑Not Applicable 303.3 Manufacturer manuals for $ ❑ [FI18]3 Imechanical and water heating j ❑Does Not I systems have been provided. JComplies )❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\_EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 9 of 9 RESCHECK-RPE.rck C2015 IECC Energy �(j Efficiency Certificate . . Above-Grade Wall 14.60 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): D.® Window 0.33 0.10 Door 0.33 0.10 Heating, Cooling,Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments i � r REScheck Software Version 4.6.2 Compliance Certificate Project Lazarides Residence - Energy Code: 2015 IECC ® RC[E0'VR Location- Suffolk County, New York DD Construction Type. Single-family MAY - 1 2017 Project Type: New Construction Conditioned Floor Area: 2,103 ft2 Glazing Area 12% BUILDING DEPT. Climate Zone: 4 (5999 HDD) TWAT OF SOUTHOLD Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1345 Ruth Road Lazarides Residence Ralph Pacifico Mattituck, NY 11952 1345 Ruth Road Pacifico Engineering Mattituck, NY 11952 700 Lakeland Avenue Suite 2B Bohemia, NY 11716 631-472-7293 Compliance: 0.0%Better Than Code Maximum 1 316 Your 1 316 Maximum SHGC: 0.40 Your SHGC. 0.10 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 Gil Area, ll cont.Assembly Perimeter Ceiling 1: Cathedral Ceiling (no attic) 2,103 30.0 0.0 0.034 72 Wall 1: Wood Frame, 16" D.C. 1,698 13.0 1.6 0.072 108 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 116 0.330 38 SHGC: 0.10 Door 1: Glass 88 0.330 29 SHGC: 0.10 Floor 1. All-Wood J oist/Truss.Over Unconditioned Space 2,103 30.0 0.0 0.033 69 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 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Lazarides Residence 1345 Ruth Road Mattituck, New York 11952 Project Title: Lazarides Residence Report date: 02/07/17 Data filename: EA El Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 1 of 9 RESCHECK-RPE.rck r t REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan'Review Complies? Comments/Assumptions & Req.ID Value Value 103.1, ;Construction drawings and ❑Complies 103.2 !documentation demonstrate []Does Not [PR1]1 !.energy code compliance for the building envelope.Thermal ❑Not Observable ; !envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate 1 4 ❑Does Not 403.7 i energy code compliance for [PR3]1 ;lighting and mechanical systems. []Not Observable Systems serving multiple . , ❑Not Applicable ; ;dwelling units must demonstrate € ',compliance with the IECC t Commercial Provisions. , 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies ; 403.7 sized per ACCA Manual S based Btu/hr Btu/hr E❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: {� Manual J or other methods Btu/hr Btu/hr ❑Not Observable , approved by the code official. ,❑Not Applicable ; 1 � 1 Additional Comments/Assumptions: 11 High Impact (Tier 1) '2,,l Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\_EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 2 of 9 RESCHECK-RPE.rck Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies ; [FO11]2 protect exposed exterior insulation :❑Does Not J and extends a minimum of 6 in. below grade. t❑Not Observable 1❑Not Applicable ; 403.9 Snow-and ice-melting system controls 1❑Complies [F0,12]2 installed. E Does Not '• ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) `2; 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\_EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 3 of 9 RESCHECK-RPE.rck t t Section Plans Verified Field Verified , # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & RegJ® , , 11 402.1.1, 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, 402.3.6, :[]Not Observable ; 4025 { I❑Not Applicable [FR211 1 r i r i 303.1.3 ;U-factors of fenestration products t ;❑Complies ; [FR4]1 are determined in accordance ❑Does Not ;with the NFRC test procedure or ;; '• ° ;taken from the default table. ;u ❑Not Observable ; y' '❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier Complies ; [FR23]1 installed per manufacturer's h ;ar " r'°• ❑Does Not instructions. "` { ;❑Not Observable ' y: "E]Not Applicable 402.4.3 ;Fenestration that is not site built S❑Complies ; [FR20]1 pis listed and labeled as meeting ' []Does Not AAMA/WDMA/CSA 101/I.S.2/A440; `' `„ ,or has infiltration rates per NFRC !r I❑Not Observable ; 1400 that do not exceed code +., ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures;',, ❑Complies [FR16]2 sealed at housing/interior finish [rk ) ° ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. i' ❑Not Observable ; �'. ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies ; [FR12]1 i insulated >= R-8 where duct is [ ❑Does Not >= 3 inches in diameter and >= R-6 where < 3 inches. Supply and# ` ❑Not Observable ; !return ducts in other portions of I ' ❑Not Applicable !the building insulated >= R-6 for ` .. diameter>= 3 inches and R-4.2 k ; !for< 3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies ; [FR15]3 {ducts or plenums. m` ! s ❑Does Not ❑Not Observable .t❑Not Applicable 40,3.4 ;, HVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]? above 105 °F or chilled fluids ! T❑Does Not below 55 °F are insulated to >_R- 3 ; ;❑Not Observable :,[]Not Applicable 403.4.1 `Protection of insulation on HVAC ❑Complies [FR24]1 !piping. ,, s []Does Not ' ;[]Not Observable y❑Not Applicable ; 403.5.1', iHot water pipes are insulated to ; R- R- ;❑Complies [FR18]1 . >_R-3. :❑Does Not r :[-]Not Observable ❑Not Applicable ;,403.6Automatic or gravity dampers are{ ❑Complies 9]? [FR1installed on all outdoor air fi+': ;❑Does Not °intakes and exhausts. „ ! []Not Observable ; r []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ':2' Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\_EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 4 of 9 RESCHECK-RPE.rck I High Impact(Tier 1) '2 Medium Impact(Tier 2) 1 3,1 Low Impact(Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\—EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 5 of 9 RESCHECK-RPE.rck Section Plans Verified Field Verified' # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]z or the installed R-values ( []Does Not U provided. ❑Not Observable 2 ❑Not Applicable 402.1.1, ;,Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, !Floor insulation installed per ❑Complies 402.2.7 manufacturer's instruction's and l..' '° ❑Does Not [IN2]1 ;in substantial contact with the J ;underside of the subfloor, or floor ❑Not Observable !framing cavity insulation is in []Not Applicable !contact with the top side of $ ; ;sheathing, or continuous [ ; !insulation is installed on the { !underside of floor framing and !extends from the bottom to the r ! ;top of all perimeter floor framing !members. ; 402.1.1, i,Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1A of the ❑ Wood Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall E] Mass E] mass -]Not Observable [IN3]1 ;exterior,the exterior insulation ; QD !requirement applies (FR10). ❑ Steel 1❑ Steel i❑Not Applicable ; 303.2i Wall insulation is installed per „;, = ❑Complies [IN4]1 E manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) ,2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\_EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 6 of 9 RESCHECK-RPE.rck Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions &Req.ID Value Value 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, E] Wood ;� Wood ;❑Does Not I table for values. 402.2.2, ; ❑ Steel ❑ Steel :❑Not Observable ; 402.2.6 [Fill' { 1❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies ; 303.2 !manufacturer's instructions. i ❑Does Not [FI2]' ;Blown insulation marked every f 300 ftz. ( IE]Not Observable ; ❑Not Applicable ; 402.2.3 ' . Vented attics with air permeable . ❑Complies ; [FI22j2a insulation include baffle adjacent i ❑Does Not ! to soffit and eave vents that extends over insulation. ❑Not Observable ; ❑Not Applicable ; 402.2.4 !Attic access hatch and door ; R- R- ;❑Complies [FI3]' !insulation >_R-value of the :❑Does Not adjacent assembly. '❑Not Observable ❑Not Applicable 402.4.1.2 !Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = []Complies F11711 ; [FI17]' tach in Climate Zones 1-2, and UDoes Not <=3 ach in Climate Zones 3-8. ! ; :F—]Not Observable ; ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]' cfm/100 ft2 across the system or ?F2ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to :❑Not Applicable !occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ! [FI27]' !determine air leakage with ft2 ftz ;❑Does Not either- Rough-in test:Total leakage measured with a ❑Not Observable !pressure differential of 0.1 inch : ; !❑Not Applicable ; w.g. across the system including !the manufacturer's air handler ;enclosure if installed at time of ;test. Postconstruction test:Total !leakage measured with a !pressure differential of 0.1 inch : !w.g. across the entire system !including the manufacturer's air handler enclosure. ! ! ! ! 403.3.2.1 ;Air handler leakage designated ? ❑Complies ! [FI24]' !by manufacturer at<=2%of }° ❑Does Not design air flow. T❑Not Observable J❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary 4 ❑Does Not heating and cooling systems and ! initially set by manufacturer to ❑Not Observable ; code specifications. ❑Not Applicable ; 4011°2 Heat pump thermostat installed Ft' " ° r ❑Complies [FI10]2 on heat pumps. s ❑Does Not ❑Not Observable ❑Not Applicable 403,5.1 ,Circulating service hot water i` ❑Complies [FI11]2 3 systems have automatic or ❑Does Not !accessible manual controls. j ❑Not Observable ; ( ❑Not Applicable 11 High Impact(Tier 1) 1 .2,1 Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\ EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 7 of 9 RESCHECK'RPE.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 Ifans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. r ❑Not Observable r ,❑Not Applicable ; 403.2 Hot water boilers supplying heat I ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water [-]Not Observable temperature based on outdoor t ❑Not Applicable temperature. # ; 4015.1.1 Heated water circulation systems ` ❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- # ❑Not Applicable syphon circulation systems are i not present. Controls for circulating hot water system pumps start the pump with signal , for hot water demand within the .: occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and ) no demand for hot water exists. ; 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the , ❑Not Observable heat tracing to maintain the , Observable-]Not Applicable ; desired water temperature in the . piping. & I 403.5.2 Water distribution systems that ` f ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water y supply pipe back to the heated 4 '❑Not Observable ; water source through a cold # ❑Not Applicable water supply pipe have a demand recirculation water ; system. Pumps have controls that manage operation of the ; pump and limit the temperature of the water entering the cold [ , water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies ; [FI31]2 tested in accordance with CSA I ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable ; recovery units < 3 psi for ',` ❑Not Applicable individual units connected to one I j or two showers. Potable water- ; side pressure loss of drain water I heat recovery units < 2 psi for ; individual units connected to three or more showers. 404.1 ;75%of lamps in permanent i ❑Complies [FI6]1 ifixtures or 75%of permanent ❑ " - '; •.f Does Not :fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable ; I lighting. r ❑Not Applicable 404.1.1 Fuel gas lighting systems have j❑Complies [F]23]3 no continuous pilot light, f i❑Does Not V i ❑Not Observable g 1[1Not Applicable 11 High Impact (Tier 1) 2; Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\_EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 8 of 9 RESCHECK-RPE.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies ; [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for r ❑Complies [F[18]3 mechanical and water heating k []Does Not systems have been provided. ❑Not Observable ( ❑Not Applicable Additional Comments/Assumptions: n 1 High Impact(Tier 1) -2.1 Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) Project Title: Lazarides Residence Report date: 02/07/17 Data filename: E:\_EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 9 of 9 RESCHECK-RPE.rck 2015 IECC Energy Efficiency Certificate Above-Grade Wall 14.60 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Door Rating V-Factor SHGC Window 0.33 0.10 Door 0.33 0.10 Heating&Gooling�Equipment Efficiency, Heating System: Cooling System: Water Heater: L Name: Date: Comments REScheck Software Version 4.6.2 Compliance Certificate Project Lazarides Residence Energy Code: 2015 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,103 ft2 Glazing Area 12% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1345 Ruth Road Lazarides Residence Ralph Pacifico Mattituck, NY 11952 1345 Ruth Road Pacifico Engineering Mattituck, NY 11952 700 Lakeland Avenue Suite 2B Bohemia, NY 11716 631-472-7293 Compliance: 0.0%Better Than Code Maximum UA: 316 Your UA: 316 Maximum SHGC: 0.40 Your SHGC: 0.10 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: Cathedral Ceiling (no attic) 2,103 30.0 0.0 0.034 72 Wall 1: Wood Frame, 16" o.c. 1,698 13.0 1.6 0.072 108 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 116 0.330 38 SHGC: 0.10 Door 1: Glass 88 0.330 29 SHGC: 0.10 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,103 30.0 0.0 0.033 69 Compliance Statement: The proposed building design described here is con istejt=vu.► the building plans, specifications, and other calculations submitted with the permit application.The proposed buildir�g'tia�bWP Wss-,. ed to meet the 2015 IECC requirements in heck Version 4.6.2 and to comply with the mandatory requirem ►,�S�i -int Re ck Inspection Checklist. 6 63 N e-Titit Sig a Dat W Project Notes: n Lazarides Residence 01 � 1345 Ruth Road2 Mattituck, New York 11952 6' 0661'8 P ROFESS\�� .i Project Title: Lazarides Residence Report date: 01/03/17 I Data filename: E:\ EGM Design\2016-30-1345 Ruth Road-Mattituck (TSTHOLD - Preei Logan)\Mattituck- Page 1 of 1 RESCHECK-RPE.rck .:f h Revisions: Ns 1 5oF1 OF A 1 of 1 12'-0'-----,------------------i --------- ------ , e II\----- ----- ------- /I I ---M-- ----- -`--•-------� I I \\ toPOFFouNDATIONWALL / I I --------- --_-__-- --777) I I -8' BELOW GRADE AT / I I I r "i r I I I \\ DOOR OPENING // I I I r L -' I m k. IL -----JFur- 4WI � L -W 3'-0'x 3'-0'x 1'-0'/ \ .: 9,_6, , �; r FootiNG with(5)•4 REBaRatZ OL.IN BOTH DIRECTIONSo I I rcn NEW(2)P/4'x9'/4'LVL GI RNEW(2)P4'414'LvL GIRDERNEW(2)p�4'x91�4'Lvl RDERLU / I I I L-- ----- z PROVIDE NEW 4'3,500 PSI \ 1Im'-2' 8'-2' i 3'-m" it" 6 -6" 3'-m' iCONC.SLAB W 9,X6 WWM ON 4 \ I Lz MIL P.Y.C. VAPOR BARRIER \ I I :0 �PRovIDE DOUBLE FLOOR OVER 6'GRAVEL FILL \ JISTSASSHOWN UNDER �LLLOAD BEARING WALLS I—1ABOVE ,� _J/ I Z --- ----- - ---.---- �� _ � c A - Z-�� •r-------- ---------- J xI -m' x �(UNCONDITIONED) - !L "16' m w '� "' "' 'n zrZ NEW 3'-6'x 3'-b'x 1'-0' I I; ,PROVIDE NEW 3 I/2 DIAM 0 .. NEW 3 0 x 3-0 I-0 VIDE 4'X 4' RECESSED+ FOOLING with(6)�4 REBAR at 1 3 I LALLY COLUMN TO SUPPO 's 1 FOOTING with(5)• REB ICKET FOR GIRDER TYP. I x 1 O.C. IN BOTH DIRECTIONS GIRDER TYP at 1'O.C.IN BOTHDIRECTIONS— , _ _ IUf I4 I - NEW WI0xl9 STEEL_h BE I NEllti WI0xl9 STEEL 'I' EAI II NEW U110x19 STEEL 'I'8 AM 19 STE L'I EAM_� NEWT_Ox19 STEEL 'I' AM_ _ NkW Wl0xl9 STEEL 'I_"EAM ' E MOOS STE L 'I'BEi_ _ WI0xl9 STEEL 'I' AM i ( b of 1 b of 1 `-� I I I L_--J I I I L _JClq 3'-6' `�.L ----J L--- 31-6" NEW 2'-6'x 2'-b'x 11-0- NEW 0 4 -6" 4 -m I IFOOTING with(4)04 REBAR at 1' NEW 4-0 x 4-0 x 11-0. NEW 4'-0'x 4-0 x 1'-0'FOOTING I I I � O.G.M BOTH DIRECTIONS 1 � LNEW3'-Vx3'-b'xl'-0' I I I ' I FOOTING with(6) 4 REBAR at �u with(6) 4 REBAR at 1 OL.iN BOTH '� FOOTING with(b)04 REBAR at I LL '1 'f'OL.IN BOTH DIRECTIONS � a DIRECTIONS '� a LL , O.C.IN BOTH DIRECTIONS w LL U - I i ^ x — o x I NEW 4'-6' x 4'-6'x 1'-0'FOOTING (-' X �I I 1 with(6)04 REBAR at 7'OL.IN BOTH �,�1 CELLAR I I _ DIRECTIONS = w.• - • I z Z x x _ (C.H: +8'-0') z I I I x x (UNCONDITIONED) o ZI� 1 1 n VI W 4' 3 I n I ti _ z : := C E L L A R 1� CBC,PROVIDE W 9,x6 ON 4 �^ ( I �n N I 1 (CA +8'-0') � MIL P.VL. VAPOR BARRIER � ss I I w.w (UNCONDITIONED) '� "' "' 3 UP OVER 6'GRAVEL FILL I I — — 158LU SD O I 1 ' I I p w ND I I I ' I I - I ,- _ r--------- -r--------- ---------------j---- ---`------------ -- �­71--i ., Ia� I I N (3)I�i4x9/4 LYLGi ER (3)I�i4x914 LVL GIRDER — - ----•--- ---- ----- -- -- --- -- ------- - — --------- cA IS-6 8 ... I NEW 2x12 FJ. I ---- ------------- — J -- --- rn 19'-2 �i �TNEW L. W D\ _ 4 II 3'-6' x3'-6':1'-0' i I — — -----------------9 ----- -------------- 8 0 O FOOTING with(b) 4 REBAR at d I I 'I'O.C.IN BOTH DIRECTIONS I —NEW 8' POURED CONCRETE FOUNDATION WALL L� , CELLAR I ON lb (WIDE)x 8 (DEEP)CONTINUOUS POURED CONCRETE FOOTING I ( OUS 05 0 CH `8'-0' ) I I I I REINFORCING BARS INTFOOOTINNGI(U3'COVER MINA . •� I NEW 5/8'DIA ANCHOR BOLTS at 39' I ( I I 36 MIN.DEPTH BELOW GRADE.TYPICAL u I OL MAX PROVIDE MIN TWO PER SILL S c� 00 I I 12'MIN FROM EA CORNER(TYP-) I I °� YI 4' i ") �• �'- N O PROVIDE NEW 3000 PSI g u I P• I I 0 CONC.SLAB W bXb MM p r" I I I I OVER 6'GRAVEL FILL I NEW 2x12 FJ. at OL. I I I I L -------------------J I I I O At PERIMETER OF SLAB S" 16'-6' S' ''------------------ ---------- --------1 I ,�,�G °Y`✓}. .tea ______ ____________ __ —I \A p�Ce )* NEW V POURED CONCRETE FOUNDATION WALL ON 16'(WIDE)x 8'(DEEP)CONTINUOUS POURED /%2 \0 X66'11 CONCRETE REINFORCING F BARS INTWG TFOOOTiNNGII(3 COVER MIND UOUS 055 of 1 ���O�ESS;O�h�°' / 39,'MIN.DEPTH BELOW GRADE.TYPICAL -" � Date-, N 10.21.16 Drawn By: E. MOLTER CELLAR / FOUNDATION PLAN Project . LEGEND. 2016-30 SCALE: 1/4" = 1'-0' (—` � NEW WALLS NEW BEARING WALLS r3 NEW 4 x 4 WOOD POST Sheet- r-11 NEW POST FROM ABOVE SMOKE DETECTORS - INTERCONNECTED (i) SiNGLE STATION DEVICE IN ACCORDANCE LL WITH STATE CODES of O CARBON MONOXIDE DETECTOR NEW MECHANICAL EXHAUST FAN ( VENTED TO OUTSIDE) AS PER (83033) Revisions: I 5of1 2'-8 12'-0' 2'-8' A 30'-3' A NEW CARRIAGE HOUSE 4 of 5 9'-11' II'-m' 9'-5' 1 of 1 OVERHEAD DOOR 9'-10, 9'-2" 9'-4' -� 1 - - NEW ------------ --------- -1 1 NEW 2x10 RR NEW 2x10 RR 1 6l NEW(2)2x12 NEW(2)2x11 NEW 11)2x12 61 1 at 6 O.C. at OC I - - -�- - - -- - - - - �- 1 1 OPEN FRONT PORCH I ' 4" 15'-11' 5'•10' [cH 9'•0') 5'-9° 5'-1' r I .n z I NEW-XIO F.1_ 1 �n ( •— [30'-3'x b-3 ) r Lu Q I Ln NEW 2 TW3046) NEW (2 TW3046) I at oma. I ' 1 la' 1 -- --DOU L N�----- -- - 1 -2 --- ------DOUBL5-2-- *_0 -- I 0 , L� (_ (EG ) (EG ESS) 1 1 LAYER 5/8' 'X'GYP BD, 3 -7 3'-7 1 SECURED TO 2 4 STUDS 6 16'OAC. ( N I NEW(1)P4'x 94'LVL ( I TAPED t SP ED AT PERIMETER I t CEILING OF G RAGEN All VL z I - I r 0 1 1/2-CA GA I -9' 4'-9' ( I •*vS� v A lo 20'-0') ( NEW (A21) I NEW 2x10 NEW 2x10 RR l AWNING at 6 0 I at 6 O.C. 0 7)*'-- ` v� I / u NEW (2 ININux ROOM �� 1 I NEW 2)2x10 D l CH:9'-0' ) X I l Cil 9'-0') O DOUBL Al-t-HUN1 (IP-0'x11'_0' ) "'� Ipr ll0'-b'xY1'-0') r� -- (EG E55J --- - - , Z 0- ( (x _•�of \ 3/4 HOUR FIRE RATED, ri '- ------ ----- --- ° 5, " SELF-CLOSING, 3 3_ ��i INSULATED DOOR I i x NEW(1)1x10 I Z Q o f +�♦ / ' (PTIRY W.k 9,r—V-0') O \� QY/ ev Z ry cO i3'-I' (e'6'x 6'-2') i �Iz 9° ~ J oo NEW(2)2x1 `�F z I N }}-- I _ 1 \ - I BEDROOM I � p� I�.W z 'x80 � NEW(1)2 0 - I NEW(2 1x1 = T I i _ _ _ (CA,V-0') 1 I \<`)- NEW l )P/4 x 114 LVL o (II !d X12 10 ) O 1 1L I - MABTER BA1H _ x 09 I twc, X X- X -_ ______ D R t0 BE VENTED " n�_ r z _ a n a z �'NEllfl ( 9'-m') 5'-8' 6 alm 3 - NEW TO E RIOR AS PER i A NEW NEVI TUB 0 ww 1 Q ch a o -I 2 -I " DUETS pUETS (RI ) \ AT O -5 III-01O olu 1 a o NEW DRYER I KITCHEN (Ci-L CAT . 4I6' 4') AtH I I _ X 11 l �- I (C�+ 9'-!d.) --�-- \( 12'-10' 21'-II) / !��9'0') I'-4' a- x�p N� 1 \ I [ II'-6'x 12'-6') 1 !r-6'x 5'-0') NEW MECHANICAL I (1)2 1 1R / -i NEW ( ,g \ , NEW l2)2x EXHAUST FAN( I O 1- I " X ,} _RIC�I1 LXNIiRI' I _8 ` I / VENTED TO OUTSIDE) (� r (cam 9'-0'n REF. 1 sDJ.- "� 2' (I�'!p'S'x 6'm-) vv I NEW 245ce0 8 AS PER(83033) O 0 3 1 w - NEW( )2X10 - W( )P/4'X9 4'LVL FOR CJ.SIJPP -jA T r �_ �_ 6 of 1 O �{ ' _ r z X V 4 3'-m z A - - - X b of 1 /' _Ln _ 2 2x 0 tEW 30ke0 - NEW( )P�4'x18�LVL RIDGE - �;W1 _ - - _ �' NEW_(2)p�4'x18_LVL RIDCs� sib I - �n t�'-6'x s'-V) 1 6'-2" I NEW(2)2x)W MEC 4AN CAL EXHAUST D. . ! - _ NEW MECHANICAL EXHAUST I 8'-m' FAN l -i-- X SD O ;; NEW 11)2x10 FAN( VENTED TO OUTSIDE) AS PE (8303 s`il 5'-Im" 6'-l" (o'-m^ AS PER(83033) ❑F NEW BENCH i i WO i i MA _U0NEW i o 0 o i i WALK-114 1'-0'x 5'-2') ; 61 I vANtt WC. ; e o 16' m" 10,13 SD BENCH 1 1 - POGCEi p -6'POWE tL� 12'-3' / !r-6'x 5'-6') 41 ; �! @ O ♦� �*' "' 1 NEW 2)2x10 X O • NEW 9 o r I _ I `� e o� BEDROOM n SCALL NEW(2)1x10 •o �g � (C:J+9'-0' ) -' 6'_Oi ii 1 'ado O z EAT-IN KITCHEN I 'ti+ w [>z-b x 11-10 ) x ^°" NEW 24'x80 1 `�. z "' �IALK-MGL 1 Z z X X- :X;I l li'-0'x 9'-0') } (CA e'-m') P .�'° b i UP POCKET / 1 ♦ !�'-V x 5'-q.)� ii e� ca. v� s NEW(1)2x12 SLEEPER VAL Y I NEW 2x10 RR NEW NEW 11)2x12 SLEEPER ALLEY 1TgqR m 15 -m at 'OG. at O.C. I um •� @� C 10, TTIC 3'-1.% -8' NEW(z)P/4'X 111/4'LA /NEW(1)1x10 NEW(1)1x10♦ m - - -i- - I Lu o NEW 30'x80' I. DN 'i' DN NEW DI CT VENT DN =____ _°______________ 1 IN3L NEW 2)2 D 2R GAS F PLACE 2R NEW(2)P4'X 914'LVL NEW(1) 10 I Ihr- 2'-0' NEW(1 2x10 2'-0' NEW, 12x1 N W o " X ---- -- ------- ---- --� - t - --- - - - -- -NEWL TW3046,Z_ NEW A21 J 1 • e DOUBL HUI�G - ------ AW INC . MASTERBEDROOM x NEW ( GI20611-4) NEW ( II)� NEW ( II) , " , " (Cx CATH A '-91�') 1 PATI DOOR PATI DOOR PATI DOOR �, 3-2 4'-6' 2'-0" 2'-0" 6� Cr 3 a of 8,-�, (M-0'x 13' 0') z 11'-q" x 7'-0" 5'-0" 7'-0" 54' 7'-0" (EG ESS) Q �1 NEW 2x10 RR I NEW 2x10 RR 0 0 t` p at OC. at 6 OL. 2'-8' 5'-0` 2'-8" 9'-5' 10'-O" 3'-0. � � � i I .� -� 1I SD ( 2m'-6' 5'-tD° 25'-2' .x I e I I I • '� Il'-m' 5m'-5' g en o I I MASON PATIO 1 NEW 2x10 RRI NEW 1x10 RR I l 31'-6' '-0') ,�'J A _ N at O.G. at 6 O.G. 't� �l `� h p, ^ 0) � I � 1of1 Iis . z 1 z `V �1 NEW(2)P x SY LVL I `�` I I- --------- NEW 2 W304G,�.--------- -, DOU�L 44�l�1NG �,��®� N1, I,�v yO (EG S) CO c 4 of 5 5 of 1 `� Q� `k A� y OOO 1 S2 ki d' 0 �ss+��, Y ' � �� l / Date: N k a \ 1021.1ro �� Drawn By: -�„� ��5 � E. MOLTER FIRST FLOOR PLAN , ,�o — Protect SCALE: 1/4' I'-0' �Q- � � 201 -30 C NEW WALLS NEW BEARING WALLS ® NEW 4 x 4 WOOD POST Sheet- roll NEW POST FROM ABOVE SMOKE DETECTORS - INTERCONNECTED SD SINGLE STATION DEVICE IN ACCORDANCE WITH STATE CODES of O CARBON MONOXIDE DETECTOR NEW MECHANICAL EXHAUST FAN ( VENTED TO OUTSIDE) AS PER (83033) Revisions: EQ, EQ. 1 A NEW ( C13) 5of100V loft ARCH TOP 72 v I � I 1 , ;r- --I-- - -- - --I-- -T-�T-�-I-T - -T- --- --�-�-- -�-�, _ - �—.4-NW4x10 o, c at UTI at12 o'—.C' — — — — — — — — — , 117TIT1-77 -1 1 ll I I I I I I I I I I I I I I I I I I ��I I Ii -I- I z Q l i l l l l l E . EQ I I I I I I T_ _ :T _ _I I _T 1-7 "- -I NEW AFCI3 'tt - - I - - - ( ) I - 4 I I - - - - - I - -� I I I I I I la I 1 _ _ _ _ _ _ _ _ �U I I I � ll.t.t _ _ I I i I I I I I � � I I I _ _ _ I X I� i , , I � I I 1 z ^ r ---f I—r I I _ - _ _ _ _ - _ . I z I _ I � I 1 IIIIIII i t I � NEW 2xi0 NEW 2x10 RR � ( I 1 xor-, II I � at b OLS 8t + — I _ _ _ x _ _ _ I 0- � � � . IIII it I 11111111 � z 1, I I i I I 1 I � •I 1 � � I ( I I I I � I I I I I I I I I I I I 11 I —J 1 1 I t I ( ( cv ( IIIIIII .� I IIIIII �III II II I II I I I I I I I I I I x- I —�--�--I— II I ' -- - -I-- --I- - — - I I ' I ' I -- — — — ----- - - - - - � L _ _ 1.U t _ _ - o 0 I I 1- 7-7-7-1—� � � I � _ _ �_ I '� II , I I c n QL I I I I I I I I I v/ I 1 I I I I I I , I I I I � I i I I w 1ATr C I I f-- ('} III « .,. � I I illlillll Ill ++� I 3 boll o ,4 IC A — �- I n I I I I I I I 1 I I , I r - �Z� _ IIII NEW )�,4>)IS L _ I I I III Cl (� P x I I W(2)Ff� x18 _VL RIbCsE ( ( Ik +� 6 ) _ bofl � n IM VIDE RAVWJ W TH I I 1 I I I I I I ,I 5AL ?ER PAri I I I I � M � $I � I I I I I I I I I r I I I I I I I I I � I IIIIIII I _I _ - � I I I I � I I I ( I I I I I I I I I • I I _ I I I I I 1, 1 � I I I I I � � I / ♦t I � �� � 'r' I `r cv I _ I IIII IIIIIII II IIIIIII - � III _ - _ y I - - � O _ I , I I i I I I I ' I NEW 2�D RR N)W 2x10 LAI I I I 1 ]Zz_ _L�_ _I at OG._ at 6 --- — — -- — --_--_--_-- ---_- -_--_--- —I— — — — — - - — — -- O� 3- � R NEW 2x10 RR _ _ - NEW 2x10 RZ a�+ Q at VOL. - - _ at b OG. _ ® ti 0 q U .� \1p Dq ' — — — — — — — - ---- 0 14.4 I x 1 r`1 U I - - - - - - - - - 2 1of1 j' t3�. I I 5of1 � 3 NEW 2x10 RR - - - NEW 2x10 RR at b 0L. I at VOL. I — 0 I I OF ui �4 6., 2 Date- N 10.21.16 Drawn By= ROOF FRAMING PLAN E. MOLTER Protect t- SCALE: 1/4' = V-0' 201(01 _30 Sheet- O Revisions: A lorl NEW CEDAR SHAKE STYLE VINYL SIDING(COLOR BY NEW COR-A-VENT EL NEW TOP OF MAIN RIDGE _ OWNER)_ RIDGE VENT - - - ---- - - - - _ NEW TOP OF MAIN RIDCxE -_ --------- - -- -- -- - - - - - - -- NEW TOP OF RIDGE at GARAGE/ikI �T - - --------- - — NEW 30 YR ARCHITECTURAL - - - - - ROOF SHINGLES(COLOR TO =77_ -- - -- --- - - -_ t�3 - - /� ��� - - -Its-3l MATCH EXISTING) _ - _ --- - - -x - - -NEW VINYL TRIM (COLOR. BY OWNER) NE- ELW UNDERSIDE OF SOFFIT _ - - - - - - ---- --- --- - - - - - --_- NEW UNDERSIDE OR SOFFIT-_ 17 NEW CEDAR SHAKE STYLE I I —_-- VINYL SIDING(COLOR BY OWNER) I Ll\ NEW WIDE WINDOW TRIM I I I Iy (COLOR BY OWNER) - NEW (A21) AWNING " 0 2-0 x 2-0 VINYL CORNER TRIM I I I 1 - O (COLOR BY OWNER) —i NEW (TW3046) 2 I 2 Lu DOUBLE HUNG 3'-2" X 4'-9" I ' ' Hil H " I z�NE�W FIN est.FLOOR - - - - - - NEW FIN 1��F+0-0VV - - mv V > ovERH DOOR - - - - - -12'-0" "- - - - - - � lU I I NEW 36' NIGH RAILING as per NYS RESIDENTAIL CODE 8312.2 I I I e z Lu 1L1 NEW POURED CONCRETE I I NEW 10'X 10'PERMACAST I I__________________ I-1FOUNDATIONANDAND FOOTING, STRUCTURAL COLUMN I I NEW FIN CELLAR FLOOR I _ _ I _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i NEW FIN CELLAR FLOORS (O }- EL--B'-im' - - - - - - - - - - - - - - - I� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -rL - - - - - - - - - � - - - - - - - - - - - - - - - - - -EL. 1 FRONT ELEVATION - (NORTH) 1/4' I' O � � SCALE: �' = -0' m A loll • `o E NEW COR-A-VENT • avSo ANEW TOP OF MAIN RIDGE _ _ ----- - -===RIDGE VENT -- - - --- - - ---- -- -- - -- - -- - -- - - - - - NEW TOP OF MAIN RIDGE �► o • a s~ EL, +21.:-V* cd �NEW TO OF RIDGE at MAS _ -- - - -- - _ - - -� P R _ TER BEDROOM NEW TOP OF RIDGE at GREAT ROOM 6 W LAA NEW 30 YR ARCHITECTURAL - 14 - - ROOF SHINGLES(COLOR TOLu MATCH EXISTING) - a� O\ NEW VINYL TRIM �' `� _ �' _ CIRCLE (COLOR BY OWNER) - .' \ ---- ----_ -- - ------ -- _ .' 2'-0" DIA, `� --- -- __ - - - - - . _ • -, �NEW UNDERSIDE OF SOFFIT _ _ TT-- _-- - - - _-- -- - - -- - - _ - NEW UNDERSIDE OF SOFFIT Cg g 11 NEW CEDAR SHAKE STYLE __ I VINYL SIDING(COLOR BY OUNER) NEW WIDE WINDOW TRIM JOE ❑ IIDE I �- a a (COLOR BY OWNER) NAWNING) _ •• ❑ ❑ ❑ ❑ ❑ ❑ � ❑ ❑ 2'-0" x 2'-0" � VINYL CORNER TRIM ❑ ❑ ❑ ❑ I �' ,- �� (COLOR BY OWNER) NEW (2-TW3046) I I NEW (2-TW3046) I I DOUBLE HUNG HUNG N' Or E .., NEW FIN let.FLOOR _ 3'-2" x 4'-9" NEW (F 12061-4) NEW ( G506 ) -- - - NEW ( G5061) I 3'-2" x 4'-9" I I - _ _ - NEW FIN 1st.FLOOR P��,.... PA O �Ibk� _ K_ _ _ - x - - x - x - - EL. gym'=m' - - - - - - - - - - - - - -1111111 1111111 Jill I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I I I Vol, NEW POURED CONCRETE I L a,o� oCF FouNDATION AND FooTING. � I I I Date- 10.2 Ll& A+,NEW_ FIN.CELLAR FLOOR L - - - - - - - - - - - - - - - - - - - - - - _ NEW FIN.CELLAR FLOOR h�_ Drawn By: SEL. -8'-Im' - - - - - - - - - - - - - - - - - - - - - - rt- - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - I - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑ EL. -s'-Im' E. MOLTER - - Project 201ro-30 2 REAR ELEVATION - (SOUTH) 5 of SCALE: 114- in I'-0' Sheet: of Table 3.1 NAILING SCHEDULE Table 3.4A RAFTER and/or CEILING JOIST TO TOP PLATE LATERAL RevrsTons. JOINT DESCRIPTIONpp�� 01BER OF NAIL SPACING and SHEAR CONNECTION REQUIREMENTS - EXPOSURE B CMNAILS I BOX NAILS (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) ROOF FRAMING THREE SECOND PW WIND SPEED 85 1 W Floo 1 110 1 120 130 140 150 RAFTER TO TOP PLATE(TOE-NAILED) (SEE TABLE 3AA) (SEE TABLE 3.4A) PER RAFTER CEILWx JOIST TO TOP PLATE(TOE- LED) (SEE TABLE 3AA) (SEE TABLE 3AA) PER JOIST RAFTER/ WALL HEIGHT NUMBER OF ed COMMON NAILS or 10d BOX NAILS CEL ST TO PARALLEL RAFTER(FACE-NAILED) (SEE TABLE 3.9A) (SEE TABLE 3.U) EACH LAP CEILING JOIST (ft) (TOENAILED)REQUIRED IN EACH RAFTER CEILING JOIST LAPS OVER PARTITION(FACE-NAILED) (SEE TABLE 13A) (SEE TABLE 3.SA) EACH LAP SPACING AND/OR CEILING JOIST R i��,4 NEW CORA-VENT COLLAR TIE TO RAFTER(FACE-NAILED) (SEE TABLE 3bA) (SEE TABLE 316A) PER TIE (TnJ TO TOP PLATE CONNECTION RIDGE VENT M=NG TO RAFTER(TOE-NAILED) 2-ed 2-10d EACH END RIM BOARD To RAFTER(END-NAILED) 1-Ibd 3-16d I EACH END 12 8 2 2 2 2 3 3 3 3 NEW TOP OF MAIN RIDGE _ _ _ _ _ _ _ _ _ _ _ - NEW TOP OF MAIN RIDGE WALL FRAMING 10 2 2 2 2 3 3 3 3 EL. +21'-1' _ - - - - - - - EL_ 21 I TOP PLATE TO TOP PLATE(FACE-NAILED) 2-I6d' 24d' PER FOOT ,^� - -- --.- -- - - - ---- -- -_---_- - -- _-____- I6 8 1 2 3 3 3 4 4 4 12 , - - 2 - - -- - - -_ ------- -i6d 5-16d TS-EACH _- TOP ELATES AT RSECT ONS(FACE-NAILED) 4 E SDE STUD TO STUD(FACE-NAILED) 2-I6d 2-16d 24'O.C, 10 2 2 3 3 3 4 4 4 103/4 ��� \`. - 1 - - ---- -- _---- ------ - -- - - HEADER TO HEADER(FACE-NAILED) Ibd 16d 'C.C.ALONG EDGES NEW COR-A-VENT = - 14 8 3 3 4 4 5 5 5 5 - - TOP OR BOTTOM PLATE TO STUD(END-NAILED) (SEE TABLE 35A) IEEE TABLE 35A) PER STUD �RIDGE VENT �'� \�� BOTTOM PP�.AATE 10 FL0000jj2t STRAND ST,END St 10 3 3 4 4 5 5 5 6 �� N� T - OR BLOQCPJG(FACE-NAILED) 2-16d" 2-16d" PER FOOT _ _ , - - _ L -PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3A F EL TOP RIDGE at GARAGE - v_- _ _ - --- - - - _ -- - - - NEW TOP OF RIDGE EL G(0 2 FLOOR FRAMING `SEL +I6 l/ - - _- �� N\ - - 2.-TABULATED CONNECTION MOIJIREENTS ASSUME A BUILDING LOCATED IN EXPOSURE B. , i � N -- - _ - -- ---- JOIST 10 SILLTOP FLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST 3.-W1EN�IMG (STS ARE INSTAUJ.ED PARK LEL TO RAPIERS,THE SUM Cr-THE TOE-NAI(,,�IN THE RAFTER - ---- - ----- --- - �' i �� �- -- - - - -_ ---- BRIDG TO ST(TOE-NAILED) 2-8d 2-10d EAC1N END AND CEIL� IST SHALL.EQUAL OR EXCEED THE TABULATED AMBER OF NAILS REQUIREED. _ _ - - - �( lN - --- --- NEW 30 YR.ARCHITECTURAL BLOCKM To ST(TOE-NAILED) 2-8d 2- EACH END 4.-To gVOb, SPL.ITTMG,No MORE THAN 2 TOE-NAILS SHALL BE INSTALLED M EACH SIDE OF A RAFTER OR --- - i'/ NEW A2 \�• --- -------- ROOF SHINGLES(COLOR TO Bl OCKINki TO SILL OR i0P RATE(TOE-NAILED) 3-I6d 4-16d EACH BLOCK CEILING JOIST WHEN FASTENED TOA 2 x 4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED TO - -- ----.--- -- -- -- i ( ) - -- - - - - MATCH EXISTING) - -- -TO A 2 x 6 TOP PLATE I AWNING i I - -- - - --- - LEDGERS P TO BEAM(FACE ED) 3-16d 4-I6d PER JO ST -- - _ _ _ -kTST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3-10d PER JO ST -- _ - 2'-0' x 2'-0' `\ -- - BAND ST TO ST(DO-NAILED) 3-I6d 4-16d PER JOIST Table 3.413 UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B - - - - - _ BAND ST To SEE OR PLATE(ToE-NA LED) 2-16d' 3-16d PER FOOL _--__- ----- _ --_ -__ _ - _- _ -- _-- I I - --- -- - - - - - (ROOF-TO-WAIT,WALL-TO-WALL, and WALL-TO-FOUNDATION) - _ ,-' _ �•� _, _ - _- -- -- NEW VINYL TRIM ROOF S H E A t H I NG --- _-_ (PRESCRIPTIVE ALTERNATIVE TO TABLE 3,4) -- ---- - - - - -- _ / I `� -_--- _ -- _" - --- - - (COLOR: BY OMER) STRJCIURAL PANELS 8d IOd (SEE TABLE 310) DIAGONAL BOARD SHEATH DEAD LOAD ASSUMPTIONS.ROOF/CEL ASSEMBLY DL -T5_0-71 I'x b'or I' 8' 2.8d 1-10d PER SUPPORT - ��cc THREE SECOND GUST WIND SPEED --- -- s- 1'x I0'or UNDER 3-8d 3-10d PER SUPPORT (mpw 85 90 100 110 120F130 140 150 _h-NEW UNDERSIDE OF SOFFIT _ - - - - CEILING �a H E A t H I N G 11 EL. 1�1-m -- - -- --'_� NEW UNDERSIDE OF SOFF� FRAMING SPACING ROOF SPAN NUMBER OF 8d COMMON NAILS or 10d BOX NAILS I 1 _ GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 1-EDGE/10'FIELD - �' - j' (ina (Ft) (TOENAILED)REQUIRED IN EACH RAFTER _ _ it NEW CEDAR SHAKE STYLE WALL SHEATHING AND/OR CEILING JOIST 12 ,4 - i i ED VISIDING(COLOR BY TO TOP PLATE CONNECTIONSTRICTIPA PANELS Od 10d � \ -- � \ � \ DIAGONAL BOARD SHEATH SEE TABLE 3.9 12 I I I 2 2 1 3 3 - 1 - I I I I I I I I I I I I I I I III = i - FIBERBOARD PANELS 16 1 1 1 2 2 3 3 3 NEW (A21 I NEW (A21) NEW (A21) NEW (A21) - _ 20 1 1 2 2 2 3 3 4 OW TRIM NEW WIDE WIND N 1116 6d -- PER SUPPORT AWNING. -- - AWNING �.I- AWNING AWNING (COLOR BY OWNER) W 24 1 I 2 2 3 3 4 4 O -1 25!31' 8d' -- PER SUPPORT i i i i i i 1 V-01 i e 28 I i 2 2 3 4 4 5 =2-0 x 2-0 , , ., -_-- �_�.����2-0 x 2'-0'- 2-0 x 2-0 x 2'-0' GTPSIM WNJ BOARD 5d COOLERS 5d COOLERS 1'EDGE/10'FIELD 32 1 1 2 3 3 4 5 5 VINYL COMER TRIM HARDBOARD 8d 8d SEE TABLE 3.9 36 I 2 2 3 3 4 5 6 T _1 _T-1 L_ t__ - (COLOR BY OWNER) PARTICLEBOARD PANlELS J3d 8d SEE TABLE 3.9 ib I I 2 2 3 3 4 4 --- I I I l _ - -� , - I - - 11.E � DIAGONAL BOARD SHEATH 20 1 1 2 2 3 4 4 5 _ 111 1 FI FITFT I_ - - I NEIU FIN iST.FLOOR Z 0 i'x b'a I' 8' 2-ed 2-10d PER SUPPORT 16 24 1 2 2 3 3 4 5 6 _ - T r 1'x 10'or WDER 3-8d 3-10d PER SUPPORT NEW FiN ist.FLOOR 28 1 2 2 3 4 5 5 6 EL 40'-0' - - - -- - --_ -a - I �_- �_ - - - - - EL, +O'-0' �L FLOOR SHEAtNING 32 1 2 2 3 4 5 6 1 - - 1 U 73 STRUCTURAL.PANELS I'OR LESS Sd 10d 6'EDGE/12'FIELD 2 2 3 4 4 6 1 836 11-- 67RUCTURAL PANELS GREATER THAN ' 10d Ihd b'EDGE/6'FIELD 12 1 1 2 2 3 3 4 4 DIAGONAL BOARD SHEATH I61 1 2 2 3 4 4 5 I I I I 11-- N I'x V or I' 8' 2-8d 2-10d PER SUPPORT 20 1 2 2 3 4 4 5 6 I I I I Z I'x I0'ar iP6 3-8d 3-I0d PER SUPPORT 19224 1 2 2 3 4 5 6 l 0 L NAILING QUI TS ARE BASED ON WALL SHEATHING NAILED O ON CENTER AT THE PANEL IF L 28 2 2 3 3 4 5 6 8 I I I NEW POURED CONCRETE RRH� SEAN SAL 32 2 2 3 4 5 6 1 8 FomDATION AND FooTING, SHEAI14 NCG IS NAILED 3 ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPAC T ES,NAILING 36 2 2 3 4 5 1 8 9 REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES SHALL BE USED t0 MAINTAIN THE LOAD PATH. 12 1 2 2 3 3 3 5 5 I I I I � Q > 2.WHEN WALL SHEATHINs 16 CONTINUOUS OYER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL i6 1 2 2 3 3 4 5 6 ( I I I l l l BE PERMITTED TO BE REDUCED TO I-16d NAIL PER FOOT• 20 2 2 3 3 4 4 b 1 _1 3,CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR 24 24 2 2 2 4 4 5 1 8 ( I I I Lu ADDITION REQUIREMENTS 5 32 2 2 3 4 5 9 Table 301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 2 3 4 4 5 b - - I - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I _ gK NEW FIN.CELLAR FLOOR - - NEW FIN.CELLAR FLOOR� i- L -FRE F_TVEL TS ARE BASED ONASSUMPTONS TABLE 3,4 -Y-EL. -S'-IO' - - - - - - - - - - -- - - - --1 - - - - - - - - - - - - - - - - - - - - - � - - - - - - - '_-,� � n' TABLE R3015 2.-TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE 6 - - - - - - - - - - -- - - - - -I- - - - - - - - - - - - - - - C - - - - - - - - - - EL, -S 10 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 3.-TABULATED UPLIFT CONNECTION REWIREMETtfB AS6lME A ROOF AND CEILING ASSErIBL Y DEAD LOAD OF l iN POUNDS PER SQUARE FOOT) N9 f(0:60 x 15 par■9 psf), IF A CEILING ASSET KI Y IS NOT PRESENT OR�THE CE L ASSEMBLY IS O � v I OAILC NNEAT E�DETo ND THE 'fig ASSEMBLY,THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY /� USE LIVE LOAD 4.-MINIMUM ASTM A653 GRADE 33 STEEL STRAP. � m ATTICS PATH LIMITED STORAGE 9,h 30 P5F 3 SIDE ELEVATiOil - (EAST) � ATTICS WITHOUT 5TORA6Eb 15 PSF Table 3.6A RIDGE TENSION STRAP CONNECTION REQUIREMENTS b of SCALE,- 1/,4' I'-0' DECK5' 40 PSF FOR WIND - EXPOSURE B EXTERIOR BALCONIES 60 P5F FIRE ESCAPES ,40 PSF RIDGE TENSION RIDCsE BOARD OR STRAP RImGGE BEAM 6UARDRAIL5 AND HANDRAILS d 200 PSF RAFTER 6AURDRIALS IN-FILL COMPONENTSr 50 P5F r ; PA5SEN6ER VE3-IIGL.ES GARAGES° Se PSF !r/• � ROOMS OTHER THAN SLEEPING ROOMS 40 P5F x • •� SLEEPING ROOMS 30 P5F DEAD LOAD ASSUMPTIONS.-ROOF ASSEMBLY DL ■ _I0_p_6F__1 'a O STAIRS 40`PSF THREE SECOND GUST WIND SPEED NEW COR-A-VENT p u FOR$I-I POUND PER SQUARE FOOT■0.0419 WJim2,1 SaIARE INCH•645 mm2,1 POUND■445 K (mpHJ 85 90 100 110 1 120130 140 150 RIDGE VENT A ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2000-POUND LOAD APPLIED AtNEW TOP OF MAIN RIDGE - _ NEW TOP �MAIN R DGE '� �c OVER A 20-SQUARE-MCH AREA ROOF PITCH ROOF SPAN NUMBER OF 8d COMMON NAILS or 10d BOX NAILS Y �� +21'-I' - - - - - - - - - - - - - - - - = • (fU IN EACH END OF I-I/4'STRAP 12,5.45.67 - - - - - 13 APPLIES TO ATTIC SPACES MEETING THE REQUIREMENTS IN SECTION FMAJ FOR CONVENTIONAL_ ---=-T -- ---- EL. +21'-I' CEILING JOISTS AND SECTION R802.I0.1 FOR TIRMES. ATTICS WITHOUT STORAGE ARE THOSE --- - ---- - WHERE THE MAXHN CLEAR HEIGHT BETWEEN JOIST AND RAFTER IS LESS THAN 42 INCHES,OR 12 u4lERE THERE RE ANOT TWO OR MORE ADJACENT Ti�JSSES WITH THE SAM WEB corrFk�uRatloN 12 1 1 2 2 2 3 3 4 - - - -------- ----- . NEW COR-A-VENT - - --- - -- ---- - - - /moi _- �N. CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 FEET WIDE,OR GREATER 16 1 2 2 2 3 4 4 5 ---- ---- - =0-3/4 - 103/4 NEW CORA-VENT �Q LOCATED WITHIN THE PLANE OF THE TRUSS. FOR ATTICS WITHOUT STORAGE,THIS LIVE LOAD NEED 20 2 2 2 3 4 4 5 6 RIDGE VENT - - �� �� / RIDGE VENT N w NOT BE A601ED TO ACT C040JRRENiLY WITH ANY OTHER LIVE LOAD REQUIf�EMENTS 3:12 24 2 2 3 3 4 5 6 1 - - �� `� f � '�, • Q INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE LNIFORMLY DISTRIBUTED LIVE LOAD OR 28 2 2 3 4 5 6 1 8 NEW TOP OF RIDGE dt GARAGE ^_ ,� `� _ W TOP OF RIDGE_ at MASTER BEDROOM •� � a` CN AN AREA EQUAL TO I SQUARE I=, THIS LOAD NEED NOT BE ASSUMED TO ACT CONCIIRRDMY 32 2 3 3 4 5 1 8 9 EL. +i�O'-71/y' - - - -- __- -- - - Cl? PRODUCES THE GREATER STRESSES, 36 2 3 4 5 6 1 9 - - - _- _ _ ___ ,' i `� -_ - - _ --- ----- -_- - _- 4) D,A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIIRECtlm AT ANY POINT ALONG THE TOP. 12 1 1 1 2 2 2 3 3 O� I6 I I 2 2 2 3 3 4 NEW 30 YR ARCHITECTURAL - - - - ---- _-- - �� l� - -- - _-- -- = 0 E SEE SECTION R5021J FOR DELI*ATTACHED To EXTERIOR WALLS -_-_ -- 20 i 1 2 2 3 4 4 5 ROOF SHINGLES(COLOR TO � - -------- - --_--- -- , NEW (A2) �� - ---- -- -- �- -- � '1 ou'n F GUARD INFILL CCh1PCNENtB(ALL TRIOSE EXCEPT THS HANDRAIL),BALUSTERS AND PANEL FILLERS 412 24 2 2 2 3 3 4 5 6 MATCH EXISTING) - - - �' _ - - - _ - -- - --- �s '� SHALL BE DESIGNED to WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD Cr-50 POUNDS 28 2 2 3 3 4 5 6 1 - - -_ -- _---- ------__ i' I AWNING I I `� -- ----- _------ --_- -- -- - ®LM � • � � BY 2 FEET(60m)ODE OR GREATER LOCATED WITIHhJG THE PLANE OF THE TRUSS, THE RECTANGLE 32 2 2 3 4 4 5 61 - - - i' 2'-0' x 2'-0' `� - - -- -- - -- .. - m� y .0 SHALL FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM OF ANY OTHER iRIM MEMBER, 36 2 2 3 4 5 6 1 8 �,� PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: I L THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR FRAMED OPENING IN 16 1 1 1 2 2 2 3 3 NEW VINYL TRIM - O ACCORDANCE WITH SECTION 801.6 AND (COLOR BY OWNER) �� I N` -- - _ - _- A 20 1 1 2 2 2 3 3 4 _ - - - - / `N _ Yf� r- O� O 2.THE TRUSS SHALL HORD AVE A BOTTOM CHIHTCH LESS THAN 2:12, 5;12 24 1 2 2 2 3 3 4 5 u Hs ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD 28 1 2 2 3 3 4 5 5 SPECIFIED FOR SLEEPING ROOMS. 32 2 2 2 3 4 4 5 6 - - - -- - -- -- 36 2 2 3 3 4 5 6 1 NEW UNDERSIDE OF SOFFIT - _ NEW UNDERSIDE OF SOFFIT _ - tom- Table 301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2 1 1 1 1 s z 3 3 -� TABLE 8301.1 20 1 1 2 2 2 3 3 4 NEW CEDAR SHAKE SME - ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS b,c 6.12 24 I I 2 2 3 3 4 4 VINYL SIDING(COLOR BY 28 1 2 2 2 3 4 4 5 \ \ \ - 5TRJJGTURAL MEMBERS ALLOWABLE DEFLECTION 32 2 2 2 3 3 4 5 5 � IIIIII � El 36 2 1 2 3 4 4 5 6 _ RAFTERS HAVING SLOPES 6REATE3R THAN 3:12 �� 12 I I i I 1 2 2 2 NEW WIDE WINDOW TRIM NEW A21 NEW A21 NEW WITH FIN15HED GEILIN6 ATTACHED TO RAFTERS �, 1 1 1 2 2 2 2 3 ( ) ( ) (A21) NEW (A21) NEW (A21) NEW (A21) INTi-RIOR WALLS AND PARTITIONS H/I80 20 1 1 2 2 2 3 3 3 (COLOR BY OWNEW AWNING AWNING AWNING AWNING AWNING AWNING 1:12 - 12:12 24 1 1 2 2 2 3 3 4 24' x 2'-0' V-0' x 2'-0' 2'-0' x 24' 2'-0' x 2'-0' 2'-0 x 2'- 24' x 2'11111_-0' r FLOORS L/360 28 ( 2 2 2 3 3 4 4 VINYL CORNER TRIM - '�� GEILIN65 WITH BRITTLE FIN15HE5(INGLUDIN6 32 2 2 2 3 3 4 4 5 (COLOR BY OWNER) `. "`'i" PLASTER and STUCCO) L/360 36 2 1 2 1 2 1 3 1 3 4 1 5 1 6 11 11 1 1 111 11 1 GEILIN65 WITH FLEXIBLE FINISHES pNGU1DIN6 � L -LABIA ATCONECT� �IRE]'JENTS SRALL TO BE A MULTIPLIED BY 0.10 FOR FRAMING �_� GYPSUM BOARD) LOCA WITHIN PUILDMG �NEW FIN. let,FLOOR - - - NEW FIN.Ist.FLOOR .,"' ALL OTHER 5TRUGTURAL MEMBERS 4O i-TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B. r kL. +�'-0' - - - - EL. 40'-0" '� 2 3.-TABULATED CONNECTION REl�IJIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0b OF THE ROOF ASSEMBI-Y m . 1I F_X 17ERIOR WALLS-WIND LOADSa WITH PLASTER Hl360 DEAD LOAD(0b x 10 psf). O� 066.1 OR STUCCO FINISH (� r_=�s� 4.-T �,�TEDIRT]1ENT5 ARE t3ASED oN A 11 MCH RIDGE Sip SPACING DIFFERENT y EXTERIOR WALLS-NAND LOAD5a NTH OTHER BRITTLE FINISHES H/240 RIDGE STRAP�MULtIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIK BELOUk �C 6l I " I a d RIDGE STRAP SPACING(W U 16 IW 24 4s NEW POURED RETE m I 2 -0 2'-m' 2 -0 2 -rD I -S I + EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 FOUNDATION AND FOOTING, LINTELS SUPPORTING MASONRY VENEER WAU.LSe L/6� MULTIPLIER Imo 133 Ib0 2m0 4m0 I I 5.-WHEN THE TABULATED�Mg�R OF NAILS REQUIRED IN EACH�p OF THE STRAP IS Eq�A-To' THE - - - - - - -- - ---_ I I Date- F9?.4MM's Ig ATTACHED W ACOORDANICE WTH TABLE 31 THE M STRAP AND ADDITIONAL NAIL 16 NOTE=L=SPAN tJ9J6TH,H=SPAN HEIGHT Nor REQUIRED. _� ; L---- 102 A.FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN,THE U11ND LOAD SHALL BE L---- I I L1�o F'EI�1ITTED TO BE TAJCEN As 0 f TIMES THE COMPONENT AND CLADDING!ASD)LOADS OBTAINED 6.- A COLLAR TIE IS USED IN LIEU OF A RIDGE 51RAF THE NUMBER OF 10d CCM�10N NAILS RE p�1 p EACH END OF THE COLLAR TIE NOT ExC MOTA ATED AMBER OF$d cOMrION1 NAILS kJ A 0 I L-----I I I Drawn By: FROM TABLE 83012!2). 7 y SRT NRRXF BQX LJ41LS MSEACACHPEND OF THE COLLAR TIE NEED NOT EXCEED THE a L---- opo i L_ L3 FOR CANTILEVER MEMBERS,L SHALL BE rAICEN AS TWICE THE LENGTH OF THE CANTILEVER 16 m a s e , ---, E. MOLTER C FOR MUM STRUCTURAL OR PANELS USED MROpFg OR WALLS OF SINROOM ADDITIONS t-1-1/4'20 GAGE RIDGE STRAP SHALL BE OF ASTM Ar-53 GRADE 33 STEEL OR EQUIVALENT L____ Project 4; OR PAT COVERS,NOT SUPPORTING EDGE OF GLASS OR SANDUIIC 4 PANELS,THE TOTAL LOAD B ---- DEFLECTICN SHALL NOT EXCEED L/60, FOR CONTIRJOUS ALUMINUM STRUCTURAL MEMBERS NEW FIN.CELLAR FLOOR _ _ _ _ _ - _ _ I � NEW FIN.CELLAR FLOOR 201ro-30 SUPPORTING EDGE OF GLASS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED LA15 FOR �EL. -8'-10' e ��r�-- -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EL. EACH GLASS LITE of L/60 FOR THE ENTIRE LENGTH OF THE MEMBER WHICHEVER IS MORE - - STRINGENT. FOR SANDWICH PANELS USED IN ROOFS or WALLS OF SUNROCM ADDITIONS or PATIO COVERS.THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED LMO D.DEFLECrICN FOR EXTERIOR WALL WITH INTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTICN OF 14/180. met" E REFER TO SECTION R103U32, r4 SIDE ELEVATiON - (WEST) b of sr Li=: 1/4' - i'-+a' 6 of Table 3.9A RAFTER/CEILING JOIST HEEL JOINT CONNECTION Table 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTSFOR WIND LOADS - EXPOSURE B C O N N E C T 10 N A N D NAILING SCHEDULE RevlaTong: REQUIREMENTS I amm GUST e6 96 FASTENERS DOUG-FIR LARCH/60,PINE UPLIFT SPRUCE-PINE-FIR UPLIFT I LO GROUND SNOW LOAD wow sPEEo rpw sT�cnpRAL sHEatNMa 70 t0 t0 UPLIFT AVERAGE LA PAL T� W% OUTABLE LOADAD TEW�?Nys ALLOWABLE LOADS';' D UPLFT (133/160) ��cc 20 PSF 30 PSF 50 PSF 10 PSF E F E F E F E F E ULT F E F E F E F MODEL RAFTERS/ PLATES STUDS NAI (133/160)LS NAILS2 NO, Ga. TRUSS (133) (160) F1 F1 (133 t 160) (133) 1160) F, F2 (133 t 160) ROOF SPAN(rt) a,EAVINS LOCATION' RARE ea Aclw MINIMUM�M,A�FM ���S Q ft BOX�' NI IS 6-8d x 14 4-8d --- 1958 490 585 485 165 455 400 400 415 140 310 12 24 36 12 24 36 12 24 36 12 24 36 RAFTER SLOPE RAFTER NUMBER OF Ibd COMMON NAILS or 40d BOX NAILS kMQIOR ZONE a 6 a 6 12 6 12 b tr 6 t2 6 D 6 12 6 a H2 IS 5-8d --- 5-8d 1040 335 335 --- --- 335 130 230 --- --- 230 SPACING PER HEEL JOINT CON,ECTION1 43A6 _.. SIMPSON STRONCs-TIE (ice b 1 @ 2 6 a a V V 6 6 12 6 0 6 6 12 6 0 h2 6 d b 12 6 6 r2 6 t2 6 1z re ti IS 5-ed 5-8d N'lar 1300 415 415 150 150 415 365 365 l30 130 365 WITH CEILING, COLLAR TIES AT 32' O-C_ 12 4 1 10 4 8 12 b 11 rl 8 15 22 24 b 12 6 12 6 12 6 t2 6 12 6 12 b d b 1i CS-20 x 18' MIN WITH (i)10D COMMON NAILS 16 5 9 13 5 10 15 8 15 22 10 20 29 , H25A I$ 5-ad 5-8d --- r193 600 600 110 110 480 520 535 110 110 480 PER RAFTER MAY BE INSTALLED OVER PLYWOOD 3=2 a 6 12 6 12 b a b V b a 6 a i b 6 i 24 6 II ib 6 14 18 11 IS 21 12 14 35 16 N3 IS 4-Sd 4-8d --- 4433 455 455 125 160 415 310 310 105 140 190 24 1 B 19 8 B 13 II 22 33 15 29 44 6 t2 6 0 6 a 6 1z a 6 6 b e e 6 6 6 b 6 12 6 6 b b b 6 b 6 4 4 12 3 5 8 3 6 9 5 9 13 6 I) 11 F44 10 4-8d 4-ed --- 1444 360 360 165 160 360 135 135 140 135 235 4 4 f f l ! 1 ! ! 4 4 44,1216 4 1 10 4 8 12 6 11 11 8 15 22 24 b @ 6 a 6 6 6 a! 6 6 b 6 4 4 .{ 4 w 4 8 12 5 9 H 1 14 20 9 18 21 MUM or 6 6 a 6' 4 6 e 6 4 4 4 4 N5 IS 4-8d 4-8d --- W85 455 465 115 200 4% 265 265 100 110 265 24 5 10 15 6 12 11 9 11 25 11 22 33 " 12 3 4 6 3 5 1 4 1 10 5 9 44 lxogcRasa aRA1a nare6 b b b b b b i 6 b b 6 6 ` H5A IS 3-8d 3-8d --- 1500 350 420 115 180 290 245 245 100 DO r10 5.12 16 3 6 8 3 6 9 5 9 14 6 U IS 192 4 1 10 4 8 11 6 II 16 1 14 21 smnNMG aim WFTEl TKW SPACMYs NJ "OF Sd Ca-HON NAILS a Ted Box NAILS H6 16 --- 8-8d 8-8d 3983 915 950 650 --- --- 185 820 560 --- --- 24 4 8 12 5 9 44 1 44 20 9 IS 21 r"'d1°",°� MR��T s•�t�i IG"ru> � �I p 12 3 3 5 3 4 5 3 5 8 4 1 10 ecs OR be a w4r. a-ft2 2 2 s 2 s x 2 2 4-8d 2-8d S-8d 1991 930 985 400 --- ... 800 845 345 --- --- D� 16 3 4 6 3 5 1 4 1 10 5 9 13 1:12 1de LAN�f9i NslEanarrs a-182 8 3 3 s 3 9 3 s NS IS 5-bd x I 510d x I --- 1421 620 145 --- --- --- 530 565 --- --- --- SIMPSON 192 3 5 1 3 6 8 4 8 rl 5 10 15 CATHEDRAs�L GE I L INCsS 24 3 6 9 4 1 10 5 (0 15 1 13 19 E-NAIL SPACM AT PANEL EDGES W LSU26 - 2 x 6 LSU28 - 2 x 8,2 x 10,or 2 x 12 12 3 3 4 3 3 4 3 4 6 3 5 8 F•NAIL SPACING AT ItTMOEDIATE SUPPORTS N nE PNEL FiELD no FI91C7 IS 4-SDS x I 5-SD5 4 x I --- 28@ 815 815 680 115 --- 155 155 680 125 16 3 3 5 3 4 5 3 5 8 4 1 10 HI0 IS 8-8d x 115 8-8d x 1 4 --- 3135 905 990 585 525 --- 180 850 505 450 CS-20 x 18 MIN WITH ('1) IOD COMMON NAILS 9:11 L- �R��n1No uhHN 4 FEET cF�t►f FERMErae EDGE OF of RocR NauDING 4 FEET ON EACH SIDE of nrE ROOF FEaK naE.t Faar FERrErER EDGE zaE ATraur�lr -.. 192 3 4 6 3 4 6 3 6 9 4 8 12 PER RAFTER MAY BE INSTALLED 24 3 5 1 3 9 8 4 8 11 5 10 15 2.-TAW ATED a Na+O&.NAIL SPACMCf AMM SHEAU6 6 ATTACNED TO RAFTER/Tim wAmW.mulu 8 gltH G HBAt FDR mwWss Ftp'BER9 am OA2<G<CA%THE NAIL NIOR 16 8-Sd x 115 8-8d x 14 --- 3135 905 990 585 515 --- 180 850 505 460 --- OVER PLYWOOD NC1E 12 3 3 3 3 3 3 3 3 5 3 4 6 ePACNGe e1w.L BE R�ucED ro 6 s oa 16 3 3 4 3 3 4 3 4 6 3 5 8 s-TABULATED 6 NCH or-NAIL SPACING ASS m oemwMc,Armani To RAFTER/nea8 FRMIIN3 rm EENFS WITH G>CA3 FOR FRM TNG.MORS WIN VA2 tG<OA9 nE NAIL 4110.2 18 6-ICd b-10d --- 1441 160 160 455 395 --- 655 655 390 340 --- 12"1 192 3 3 4 3 3 5 3 5 1 3 5 9 •!'ACS SHALL eE REDurEr To 4 S oG 24 3 4 5 3 4 6 3 6 9 4 8 11 - •SP°A OE FNOW Of-MAIL T oAMM TM ATTACHED TO IIAFIER/1RJA6 RQAMRl3 FBM9ER8 G11N G L0A3 FDR FRMitJs HOVERS EER4 whN CA<G<DA9 nE NAIL NIIZ 18 6-16d x 2 42 -Ibd x 2 --- 5091 830 830 525 160 --- 115 115 450 655 S STRIOM TIE STAP � �� L -NAILING REp)IRl]MENTS SHALL BE PERMITTED t0 BE REDUCED 25% NAILS ARE CLINCHED. s.-TAMIL ATED NAIL SPACWA A58"A 110LD rf LOCATED W WvOsM a .. FOR s. STUD WALLED 2.-WEL��OR RIDGECIT3 N AD;ESKsT "E IsT�TFE RIDW IS SUPPORTED BY A LOADBEARING WALL, Table 3.11 WALL SHEATHING and CLADDING ATTACHMENT REQUIREMENTSFOR WIND LOADS AT I6'O.C.AS REM RED - EXPOSURE B OVER TOP PLATE TO OTHER 3.-IUlEN pTATE SUPPORT OF TI$ R)S PROM BY STRUTS OR PURLINS TO A SIDE OF STUD LOADMARINCs WALL,TFE T TED REEL DG71 REQUIREMENTS _ �pN�p ON REC�11 sWAu.BE Fk�'IITTED ro To BE REDUCED�Y TO THE REDUCTION N SPAN 14 SPEED rpwWwo T am 190 u0 BC 4.-EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES .r� 5,-TA LATED WELL JOINT CONNECTION REMISSWS DO NOT INCLUDE TFE ADDITIONAL LOOM OF TFE CEILING 6TRUCTWA_6WAT141NG •••. ASSEMBLY, E F E P E F 11 E F 11 E F E F E F E 1, ••• b.-TABULATED HEEL JOINT CCR GEdON RE61UI ASSUME OEILIM JOITg1TS OR RAFTER TIES L TED ' Nlm SSP AT JW BOTTOM OF M SATTIC SPAAICE. WFIEN CEIL TIJO ITTT$OR A FEEL 6�LCONECTIONREQUIREMENTS THNrf LOCATION s SPACING. rMhtui NAIL6PACN6 FOR ed Cahn i NAh b a I¢id cox w9Ls' 0 �E �gtend,..,os� SHALL BE BrC�EASED BT TWE�ACtORS q NiER1oR ZONE a S&SM b- a 12 6 12 i 12 6 12 6 0 a 12 6 12 6 12 � Lu "-{EiCi?Y4/1F)*M Mf b 12 6 12 b 12 6 12 6 12 b 12 6 Y! 6 12 �J .c.- t 24 6 O 6 a 6 I2 b -43 12 a 12 6 Ti b b fZ Q rVK DOUBLE-STUDS T th Ci FEIQI ETER EDGE TLtE a 6 12 6 rt 6 a 6 a 6 0 6 0 6 12 b fs T/b u W a 12 6 D a 12 a 12 6 D a V 6 12 a IZ' b D 6 12 Lu 6 12 6 D 6 6 b 6 6 12 0 ( EXPLODED VIEW ) NOTE:LATERAL DEFLECTION OF THE�BELOW TWE RAFTER TIES MAY ExC�3/4 WON WWEN RAFTER TIES ARE L TED ONE-IFF OF RIDGE NEIGF♦r,FIR,OR Wkr:N NOS GREATER THAN 2 FEET AND 00A D,04MATHING a LAP 61DMG }— �Rpp W MAY BE INSTALLED ON INTERIOR OR EXTEf210R MAY REQU RE ADCrNA L CONSIDERATION. `..- eHEanNNrG s1zE RAFTEwllale8 NlPACNG P!!BER or ed caftOrt NAILS a 1N7r1 Dox NAILS RAFTER CONNECTIONS TO ��$ r.'ds',od F'ER NxNFF�vRT WOOD DOUBLE OP PL D31r6 DR 1>6 aEAnrwG a-24 T 2 2 2 2 2 2 T J SIMPSON STRONCs-TIE (SSP 4 H10) N101ARr.M NEAT" a-24 3 3 S 3 S 9 9 3 SHOWN ON EXTERIOR FOR CLARITY MAY BE INSTALLED OVER PLYWOOD E-tL1M SPACNG AT PANEL EDGES(Tn1 cl O Q YWOOD MUST BE NAILED TO TOP PLATE F-NAIL SPACING AT IRMWEDIATE SUPPORTS N nE PANEL FIELD(10Lu RNiTALL TALL HIO ON EXTERIOR SSP ON INTERIOR l• FOR WALL S1EanalG WhHN 4 FEET CF tHE coFaETz9,t1E 4 Foot PERMEIER EDGE ZLTE aTTACFFENT I�aARN�tartrs soar BE ueFn. „n � (� 2-TAMLATED a INCH OC NAIL SPAOM AMM SHEATHING ATTACHED STIR FRA INC t 3WM WhH G)OAt FDR FWMM hB'VM WITN 0A2<G<0A%nE NAIL SPACNrs6 WALL v) 3 Z BE IS:DUCED TO 6 INCHES O G !.-FOR E) ERIOR PMEL SIDING GALVANIZED DOX NAILS 54AM DE FFR1hTED To BE OU56TInRED FOR CQM NAILS O A.-TABULATED NAIL SPACINGS ASSIt1E A d1h.DNG LOCATED N ExPodNRE B M lU •• N NURRiGN�4NE CLIP Dia SIMPSON STRONCs-TIE 1H25A) IAGCEP ABLLEI AS PER MI L AK PENETRATION (C-2003 Pg_Il) • TYPICAL ROOF CONSTRUCTION _a o 30 YEAR ARCHITECTURAL ROOF .SHINGLES D2 SEE TABLE 3fqa SHEET s~ (COLOR TO MATCH EXISTING) - 1d1 REQUIREIEN SLING • (1)LAYER OF 30lb-FELT AS PER,(RW52.1) •`= ca w • 5/8' CDX PLYWOOD NEW COR-A-VENT RIDGE PENT Lu o •2 x 10 ROOF RAFTERS AT 16 o c- NEW(2)P44 x18 LvL RIDGE — - - - - - P? A D3b AD�JU5TA5LE HANGER NEW TOP of MAIN RIDGE _ _ _ _ _ _ _ _ _ _ _ -- �,�� _ _ � NEW TOP OF MAIN RIDGE _� SEL, +11'-1' --- - -- SIMPSON STRONCs-TIE -- -_- __- _.=— EL. +21-1� W LSSU26 - 2 x 6 LSSU28 - 2x6,2x10,and 2x12 ON PROVIDE CONT.ICE t 103/4 = -- - - 1 ---_---- --- - -. __-- WATER SHIELD AT EAVES r - �- �a Q - ----- - LEN 5 AS PER l R9052'11 ) - -- - - -NEW TOP OF RIDGE at GARAGE _ - - -- --------�- E T o 6TH: +16'-11�' - - ----- - NEW 2x6 -__-___- -.-,_-- _- _