Loading...
HomeMy WebLinkAbout42408-Z ®�O UEFO��Cpp� Town of Southold 5/31/2019 P.O.Box 1179 0 d' 53095 Main Rd P �1 dao Southold,New York 11971 r".C.;tylrlf� CERTIFICATE OF OCCUPANCY No: 40423 Date: 5/31/2019 THIS CERTIFIES that the building ALTERATION Location of Property: 240 Windjammer Dr., Southold SCTM#: 473889 Sec/Block/Lot: 71.-2-11.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/15/2018 pursuant to which Building Permit No. 42408 dated 2/22/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ALTERATIONS TO AN EXISTING ENCLOSED PORCH AS APPLIED FOR The certificate is issued to 240 Windjammer Dr LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42408 06-29-2018 PLUMBERS CERTIFICATION DATED Auth ' e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ay. . 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#: 42408 Date: 2/22/2018 Permission is hereby granted to: Romboli, Bruce 240 Windjammer Dr Southold, NY 11971 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 240 Windjammer Dr., Southold SCTM # 473889 Sec/Block/Lot# 71.-2-11.2 Pursuant to application dated 2/15/2018 and approved by the Building Inspector. To expire on 8/24/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $305.60 CO -ALTERATION TO DWELLING $50.00 Total: $355.60 hl Building ector 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: ocation of all buildings,property lines,streets,and unusual natural or 1. Final survey of property with accurate l 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 I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 0 Z.� -L?. / / 1. New Construction: n Old or Pre-existing Building: (check one) Location of Property: House No. �jStreet / Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 71 Block Z Lot Subdivision Filed Map. Lot: Permit No. D Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) q p Fee Submitted:$ l/ Applic Signature SO(�j�,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road cs� Fax(631)765-9502 P.O.Box 1179 ® �� roger.richerte-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOU MOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Alan Bernstein (Romboli) Address: 240 Windjammer Drive city,Southold st: New York zip: 11971 Building Permit#: 42408 Section: 71 Block- 2 Lot: 11.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: "ENCLOSED PORCH" Notes: Inspector Signature: Date: June 29, 2018 0-Cert Electrical Compliance FormAs SOF SOUjy �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLEIG. [ ] UNDATION 2ND [ INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fr km I h 5+vto t (A) `Ire46, gvlir*" K-j7AS- 960/ DATE INSPECTOR �& OF SO(/lh°� # TOWN OF SOUTHOLD BUILDING DEPT. y ourm N�''a� 765-1802 41- INSPECTION- I FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATEINS C O PE T R e 4vt4 Ob pF SOUIyO� TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - f1✓ �' ��h, 1 v DATE INSPECTOR tr 9 FIELD INSPECTION REPORT DATE COMMENTS • ''ti FOUNDATION (1ST) DO ------------------------------------- FOUNDATION (2ND) ' ASK _f_VWmlVwj 540M,01tv PKVO O � � r ROUGH FRAMING& 1 PLUMBING y 1 INSULATION PER N.Y. STATE ENERGY CODE l 0 0 Xe4,Vr t� FINAL ADDITIONAL COMMENTS , r ; N � �z d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL.,: ' Board of Health SOUTHOLD,NY 1 1971 (3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ---Survey Southoldtownny.gov PERMIT NO. -heck -Septic Form -I Y.S.D.E.C. - T+zstees .Application od Permit Examined ,20L '15 Wigle&Separate ss Identification Form S rm-Water Assessment Form V2018 Contact: 'Z r Approved 0� 20 . Mail to: f"Wf-K.�Grlw {�TZ Disapproved a/c ®i,sOgpL� ¢ExpiTOWN Phone: �� -4- Expiration ration ,20 B pector APPLICATION FOR BUILDING PERMIT Date ®Z !Z �, 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen architect, gineer, general contractor, electrician,plumber or builder Name of owner of premises 19 2N,S77757 1 (As on the tax roll of latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ?,40I A1OcJ14!"fi1E OR- SoV Lo House Number Street Hamlet County Tax Map No. 1000 Section -07 Block ® � Lot ��. f Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 51 A) 6 LF F-d-'q 1 Ly b. Intended use and occupancy ,5.4141 r___ 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6.- If business, commercial or mixed occupancy, s cify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories c, e9. Size of lot: Front .S� RearV4EDepth 10. Date of Purchase Name of Former /Owner 11. Zone or use district in which premises are situated JC. !� 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded?YES NO_�4will excess fill be removed from premises?YE x/10 14.Names of Owner of premises 6re&EI Address Phone No. (aZ 71 W.5" Name of Architect 9G l- Uf VZ_ Address Phone No Name of Contractor I 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_X_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) c : COUNTY OF d SC (Zr Ycmg,duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above n ed, (S)He is the ! (Cont ctor,Agent, orporat Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ _day of ��20� CEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 Notary Public QUALIFIED IN SUFFOLK COUNTY Signature of Applicant COMMISSION EXPIRES JUNE 30,2da Scott A. Russell ,��0511Ir 00, ST0]KMWA\'7C']ER. SUPERVISOR MA\1NA\GIEMLENT SOLTTHOLD TOWN HALL-P.O.Box 1179 �p 53095 Main Road-SOUTHOLD,NEW YORK 11971 �� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) QkfA. 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 100 feet of horizontal distance. � F ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted 1 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 Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner, esien Profession ,Agent.Contractor,Other) S.C.T.M. #: 1000 Date. '/ /^ A District y NAME I-Irl�/r (�I7 LI.��/��Z d ,r •C� d /Z. Section Block Lot s ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 7-7 (��7 ( rr lTe.phom,Number) Reviewed By: Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — 2¢d w���J�1-�� ,2 0i2 Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 o�oSuf fig tk�Q� Town Hail Annex �;. , Telephone(631-1802 54375 Main Road - Fax(631)734-9502 P.O.Box 1179 -z- Southold, NY 11971-0959 BUILDING DEPAWrMENT NOTICE OF UTILIZATION.OF_TRUSS Tl( CQ STRUtTLQN, PRE-ENGINEERED W0015 OMSTR-UCTIONA"PZ[ - BER CORSTRUCTION Date: • -is , �-•t :; �. •4 Owner f Location of Pro pe[fy: Please take notice that the (che a tine): New residen0a1stF ttcture .+ Addition to eAs ing residential strife ne - Rehabilitation ate-6stlg.r�emden# al stt to be constructed or performed a#th16 J .,. .�> Ce ; i/ above will rtlize l r - (check applicable line): rlfl�. M!_ t•..•+ - Truss type constniiir.( � Pre-engineerdd -0or Timber construction in the following location(s)(check applicable line): J Floor framing, inoliuel[Q gWip' t3d. jai is(F) Roof oiiningr(R)_-. : Floor and roiif.. iiiing,(Fky, Signature: .Naive .pe:scin submitting thip form'): j IA)e K- Capacity(check applicable-line): Owner - Owner representative TrussResReg15.docx Effective 1/12015 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD V� Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger:riche rt(a�town:soithold.n�r:us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date:, Company Name: �, D� Name: 1 License No.: _ email: Qfy Address: mak- Phone No.: JOB SITE INFORMATION: (Ali Information Required) Name: `Q Address: Cross Street: Phone No.: Bldg.P,ermit#: 4&4 DW, i email: Tax Me District: 1000 Section: Block: Lot:, BRIEF DESCRIPTION OF WORK(Please Print Clearly) I, iq 2Dck ,'Py 114LIn Circle All That Apply: Is job ready for inspection?: (34NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On . Temp Information: (Ail information required) S'ervice:Size 1 Ph 3 Ph Size: .. A #Meters Old Meter# _ New Service- Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead #Undetgt`ound Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITHAPPLICATI+DItI, MAY 1 8 2018 �� SUFFOLK CO. HEALTH DEPT. APPROVAL t H.S. NO. 7.1 STAT EMEW OF.IPlTENT 1 `�i�,_•tY FY• T T14E WATER SUPPLY AND SEWAGE DISPOSAL. f ,_,r ,,.a• ^ 1,,, , �„ ,-- �,': �, �.� SYSTEMS FOR THIS RESIDENCE WILL ` -- - - C7j CONFORM TO THE STANDARDS OF 'THE SUFFOLK LK CO. DEPT. OF HEALTH SERVICES. de APPLICANT SUFFOLK COUNTY DEPT, OF HEALTH SERVICES — FOR APPROVAL OF ' a, y' fi<<. H?�:' '4:.'�� CONSTRUCTION ONLY 4` � 3•'��.%:•i "" R :Y xi`�•�5.�� �� � '�' ��iOG•-O�' �' °� �' •DATE' 1< •`,' •� 'l•_ - �� ...,:v1alr `yye/•'� , �=• `%'•ice! -'�,r:" t.�:r�^'S' — r 3 •`3" i '1 �{.. 5-REF. NO. cc APPROVED: 15 / L.L, � ,� S JFFOL.K CO. TAX MAP tTESIGNATtON: 4/ {U S. T. SECT. SLO�CK PCL. 71i{ _�" ` a'+isFYti,77 ��'� {_ tea- �• r. S.. i (c� '" 1 1, O"ER$ ACORESS. - '10t4 es Ix Ila V, _.x+*7�•� �r �'. �'�- ^%' �^ds r.-1,�- _`tet-•. ,-,k ._ _... ... — -- � _.:, � .�tytr^ •� i'- - -f'`�'[ •�.--� _ - - -r � � ., ted ��- '� r- •ti: ,'�' •s.•..� •��- � - "� "�'� ,� f fry f� ��•' v, �'"`�J'�:.,,, TEST HOLE STAMP f _.. � .:� /Ick\' �j�^� _ .��p /` v�•��E� ,j�� - , " r - P. ! < ` ": f 'tlof ;_ s`�r C. 34�r G i rr lye����y DEPMW! "r JtJTr fbn War N1 1 iarEPMW! , '� f'' �� •�' ; ' *':rr_t`�a:cX•Y ! t SINr FAMILY D�tll�lfC�f l�t+��fio 9Q� — � _ _ - �' �' �� �- 't� ^o LerPOn for rih�•Ft 2he a•t.s; ' 'S VV ll.S. f41: ►t�[J. A.1G�SiLf�..nii.4 `� ._, I r - F • ' ��� •�•= 9p I--'•_ .End On hS::�hB:: �:. ' .�, �` _ 4 � /� `l�J � =� _` _,.::i'/.tiG:'CSrt.�o^ni2r.'�„`['r;•T 9i;� T�:?Sewage dISpOSa< and water cu{^}% vtl t;,66 ffjhl., rsi + �-yn^ass of tha te.irJ:. ' 0 V been!nSGeeted by itlis Gapartmot and/or •rvs�iseE��ae ss dr w lens:: a ha 2 a r ,j Ire �u41t :s o.�er gg2�nc and found to be SO ..._._...-.__. .,- �iel __ .. Wastewater AteRwrrrmtt i at j.�ti."'%"�.1.`�.. .``'�• -..r.r•! j •"i''�•.•!,.� ;7•/ i°w;,(';t,t,r.' .+t.+.C..�._'�,y,,•:1-..e r-�wftti •^�;.-.• ,i 1 ;''? .H�F.'_.t . . � � SEAL5 (7s _ AY t •t^1 '��'-t;a"11 -'g` ."•`.�•...�`.�'r wt•,.^ (.•.�. .�','' .._ .-.tw.� F`•r.1.ti ` _.ti d •> 3,. � .l i •1 •` l- �=�=`�,. r MAP �,CC 4AZ' . �'� �ti-XX r+C•1 Yet .+��' ` `-d>~ {`•� � A� +�� t�1 '-� i 1\ 4 - .- ..-�.M- �- - ..w..-..v_.._..�,.__.•-,._�... .- _.�.-._�- C_clplt'�3i�..y..,.L:Si Ftl._!J./;r`tL� i"�ti �., �'} ✓-se'it� Tff � f�..%:tV'!k+-Iti�l?`�� fl�C} �.1�-�'�r' w#�i_••� `"ri�lyt ,..+",:�ICi..., � vk4 T, Ro _ L,tCf i.}ktt3 S't3R1L`1t�RS ,� i P v ai ..__. __ .E. t =.efri�.,s:I , y`"• i` GREENPORT NEkY•'VG►RI� TELEDYNE FUST N81329 y _ _ HVk�'.Com sg�-R- 0V D 22 yw e Hv -j � rx 61, _ AY172019 , Heat®Air®Experts ,u�c �� � r Find A ContraciKMN OySO T BaD' r Pros Search our resource library..Q HVAC Resources Learn Product Information RIog More HEATING &AOR VBaNMATI®N HEALTHY AIR PARTS & WATER BRANDS CONDITIONING &WATER SUPPLIES HEATERS Home / Lennox Merit 14ACX-059-230 - 5 Ton, Up to 15 SEER, 208 / 230V- Single Phase - 60Hz, R41 OA Air Conditioner LENNOX MERIT 14ACX-059- 230 - 5 TON, UP TO 15 -� SEER, .208 / 230V - SINGLE PHASE - 60HZ, R41 OA AIR CONDITIONER The Lennox Merit 14ACX-059-230 - 5 Ton, Up to 15 SEER, 208 /230V-1 Ph-60Hz, R-41 OA Air Conditioner. This product is a brand new genuine Lennox Air Conditioner. Get Installation or Repair Help > Download HVAC Maintenance Checklist > Product Details - Lennox Merit 14ACX-059-230-5 Ton, Up to 15 SEER, 208/230V-1 Ph-60Hz, R-410A Air Conditioner This product is a brand newgenuine Lennox Merit 14ACX-059 Air Conditioner. The 14ACX-059-230 is ideal for the budget minded homeowner who also wants to recognize cost savings on their energy bills while maintaining a comfortable living environment. This unit has up to 15 SEER* and is Energy Star Qualified.The quiet operation - as quiet as 76 dB - never disrupts your quiet time. Lennox provides a five year covered components limited warranty. If you have any questions regarding this product, please use the HVAC.com Contractor Directory to connect with a trusted contractor in your area. *Seasonal Energy Efficiency Ratio Technical Specs • Dimensions: 37-1/4" x 32-1/4" x 32-1/4" Product Manuals Write a Review Find Contractors Near You Enter zip code Rnd a Pro Want to be Featured on Got Usted in Our Contractor HVAC.co ? Directory Get the Media Kit Leann More ABOUT US RESOURCE CUSTOMER CENTER SUPPORT > About HVAC.com > Our Story > Contractor > Find a Local Directory HVAC Contractor > Transforming > Guides > FAQs Lives > Mission Trip > Blog Videos > FAQs > Press / Media > Videos > Manuals Q 2018 HVAC.com All Rights Reserved Privacy Policy G+ Terms and Conditions INDOOR COILS --- CX3S , LE) N®X Upflow 'Cased - R-410A PRODUCT S P E C l F f C.A T®O IN S - Bulletin No 210668 November 2016 Supersedes September 2015 Md t LENNOX UAINTUK COIL 1®5 to 5 'cons I MODEL NUMBER IDENTIFICATION CX35 - 36A - 6IF Unit TyJ-3ee Cabinet C=Indoor Cod=UpflF=Cased Refrigerant Type X=R-41 OA L Metering Device 6=Factory installed Check/Expansion Valve Series for R-41 OA refrigerant(non-bleed port) Nominal Cooling Capacity '' ' Cabinet Width 18/24=1 5/2 tons A=14-1/2 in. 24=2 tons B=17-1/2 In 30=25tons C=21 in 30/36=2 5/3 tons D=24-1/2 in. 36=3tons - 48=3.5/4 tons Furnaces with the same letter designation will physically match the indoor coil 49=4 tons 50/60=4/5 tons ` 60=5 tons FEATURES CONTENTS APPLICATIONS Air Resistance..............................................................4 Lennox designed upflow cased indoor coils can easily CX34 To CX35 Cross-Reference............ ....................8 be installed with most Lennox upflow furnaces. Dimensions..................................................................5 Factory installed R-410A, check/expansion valve. Features.......................................................................1 See Product Specifications in section Air Conditioners Model Number Identification........................................1 or Heat Pump Outdoor Units for indoor coil applications Specifications.............. ................................................2 and cooling capacities. WARRANTY TESTING Tested with matching air conditioners and heat pump units. A91 Covered Components - Limited warranty for five Rated in accordance with AHRI Standard 210/240-2008 years In residential applications, one year warranty in conditions and DOE test procedures. non-residential applications. Refer to Lennox Equipment Limited Warranty certificate Air resistance tests from Lennox Laboratory air test chamber. included with equipment for details. FEATURES REFRIGERANT SYSTEM CABINET Coil Construction Cabinets insulated with thick fiberglass insulation. Lennox QuantumTM Coil -Aluminum tubing, hairpins, Constructed of pre-painted heavy gauge steel. distributor and header tubes. Copper refrigerant sweat connections on both liquid and Flanges provided in outlet opening of cabinet for ease of suction lines for easy brazing. plenum connection. Ripple-edged aluminum fins. Removable panels provide access to coil. Lanced fins provide maximum exposure of fin surface to See dimension drawing. air stream. Furnace Match-Up Rifled tubing provides superior refrigerant heat transfer. Coils exactly match corresponding furnaces with Twin coil construction assembled in a "A" configuration same letter designation in model number. No adaptor for large surface area. required. Non-corrosive, UV-resistant polymer drain pan with dual Engaging holes furnished on cabinet for alignment with fpt drain connections. furnace. High pressure testing insures leakproof construction. Check/Expansion Valve All models have a factory-installed, internal check/expansion valve. For use with R-41 OA systems. Wide range valve. Chatleff style fitting. Expansion valves are externally-equalized, non-bleed port type. SPECIFICATIONS^ _ = les TO 2 T®IV, General Data Model No. CX35-18/24A-6F CX35-18/24B-6F CX35-24A-6F CX35-24B-6F Nominal size-Tons 1.5/2 1.5/2 2 2 Line Suction/vapor o.d.-sweat 3/4 3/4 3/4 3/4 Connections Liquid o.d.-sweat 3/8 3/8 3/8 3/8 in. Condensate drain(fpt) (2)3/4 (2)3/4 (2)3/4 (2)3/4 Indoor Net face area sq.ft. 3.11 3.11 3.55 3.55 Coil Tube diameter-in. 3/8 3/8 3/8 3/8 Number of rows 2 2 3 3 Fins per inch 18 18 14 14 Matching Lennox Furnace-Cabinet A B A B Width Designation Coil & Furnace Cabinet Width -in. 14-1/2 17-1/2 14-1/2 17-1/2 Shipping Data-lbs. 30 34 38 43 CX35-1.5 to 5 Ton Indoor Coils /Page 2 SPECIFICATIONS - _ 2,5_,�O 3 TO,R1; General Data Model No. CX35-30A-6F CX35-30B-6F CX35-30/36A-6F CX35-30/368-6F Nominal size-Tons 2.5 2.5 2.5/3 2.5/3 Line" Suction/vapor o.d.-sweat 3/4 3/4 3/4 3/4 Connections Liquid o d -sweat 318 318 3/8 3/8 in. Condensate drain(fpt) (2)3/4 (2)3/4 (2)3/4 (2)3/4 Indoor Net face area sq.ft. 4.44 4.44 4.89 5.77 Coil Tube diameter-in. 3/8 3/8 3/8 3/8 Number of rows 3 3 2 2 Fins per inch 13 13 18 18 Matching Lennox Furnace-Cabinet A B A B Width Designation Coil&Furnace Cabinet Width -in. 14-1/2 17-1/2 14-1/2 17-1/2 Shipping Data-lbs. 45 50 41 45 SP'ECIFICAT1ONS _ 205 TO;.4_TON, General Data Model No. CX35-30/36C-6F CX35-36A-6F CX35-36B-6F CX35-4813-6F CX35-48C-6F Nominal size-Tons 2.5/3 3 3 3.5/4 3.5/4 Line Suction/vapor o.d.-sweat 3/4 3/4 3/4 7/8 7/8 Connections Liquid o.d.-sweat 3/8 3/8 3/8 3/8 3/8 in. Condensate drain (fpt) (2)3/4 (2)3/4 (2)3/4 (2)3/4 (2)3/4 Indoor Net face area sq.ft. 5.77 4.89 4.89 5.77 5.77 Coil Tube diameter-in. 3/8 3/8 3/8 3/8 3/8 Number of rows 2 3 3 3 3 Fins,per inch 18 14 14 13 13 Matching Lennox Furnace-Cabinet C A B B C Width Designation Coil &,Furnace Cabinet Width-in. 21 14-1/2 17-1/2 17-1/2 21 Shipping Data-lbs. 48 46 50 55 60 SPECIFICATIONS. =.- TON General Model No. CX35-49C-6F CX35-50/60C-6F CX35-60C-6F CX35-60D-6F Data Nominal size-Tons 4 4/5 5 5 Line Suction/vapor o.d.-sweat 7/8 7/8 7/8 7/8 Connections Liquid o.d.-sweat 3/8 3/8 3/8 3/8 in. Condensate drain (fpt) (2)3/4 (2)3/4 (2)3/4 (2)3/4 Indoor Net face area sq.ft. 7.0 5.78 7.50 7.58 Coil Tube diameter-in. 3/8 3/8 3/8 3/8 Number of rows 3 3 3 3 Fins per inch 15 12 16 14 Matching Lennox Furnace-Cabinet C C C D Width Designation Coil&Furnace Cabinet Width -in. 21 21 21 24-1/2 Shipping Data-lbs. 70 60 73 72 CX35-1.5 to 5 Ton Indoor Coils /Page 3 -Alit RESV�TANCE Air Total Resistance Air Total Resistance Model Volume Dry Coil Wet Coil MNO. Volume Dry Coil Wet Coil cfm in.w.g. in.w.g. cfm in,w.g. in.w.g. CX35-18/24A-6F 400, 0.06 0.08; CX35-36A-6F 800 0.13 0.14 CX35-18/2413-6F 600 0.11 0.17 1000 -0.19;• --0.21 - 0-181 0:25.- - 1200 0.27 0.30 1000 0.27 0.39 -,14000.34 - `','-0.39' = -. 1200 ' 0.37'„ 0:52 ', 1600 0.45 0.51 CX35-24A-6F 400 0.05 005 CX35-4813-6F 1000 -- 0.13. 0,13 -`600, 0:09• 0.10 1200 0.18 0.18 800 0.16 0.18 1400' -0.23 " 0.24 4006- 0.23 ;0.26' 1600 0.30 0.31 1200 0.32 0.36 .4 1800,-` 0.37" = 0.40 CX35-2413-617 400 0:03 0.04 CX35-48C-6F 1000 0.07 0.09 600 0.07 0.09 ;1200 0.10 - 'i 2 800 0.11, ,0.15 1400 0.13 0.16 1000 0.17 022 1606 0.16" „ " 0.20 1200,--,' =" ';0.23 `-0.31 - 1800 0.20 0.24 CX35-30A-6F 600 0.07 0.08 CX35-49C-6F "''1200 0.08 0.12 800 0.12 0.13- _ 1400 0.13 0.17 1000 0.18 0.20 1600 0,1.7 "0:22 1200, 0.26 0.28.-, 1800 0.22 0.28 1400 0.34 0.37 2000; 0:28 0:35 CX35-3013-6F -600 0.06,' - 0'.06 CX35-50/60C-6F 1200 0.13 0.17 800 0.09 0.11 ;';1400' 0:18" 0:23" "1000", 0.13 :0.16 1600 0.23 0.29 1200 0.19 0.23 1800 0.28 0:37 1400 0.25 ", 0.31 2000 0.34 0.43 CX35-30/36A-6F 800 0.13 0.14 CX35-60D-6F 1400',- , 0.11 0.15 1000 ' 0.19 0:21 -' 1600 0.14 0.18 1200 0.27 0.30 1800 0:1,;7- 0:21 1400 - 0.34 .0.39- 2000 021 0.27 1600 '0.45 0.51 220P,,,,. 0.25',, -0:32- ' CX35-30/368-6F. 800: - 0.08 0.11 2400 0.30 0.37 CX35-30/36C-6F 1000 0.13 0.16 CX35-60C-6F ',1400,, 0.1 5, -,',0:19 , CX35-3613-6F 1200 0.9"7. 0.21 1600 0.19 0.23 1400 0.22 028 1800.' " 0.24 .6.29" 0.34 2000 0.29 0.34 =2200- 0:33 0.40 " 2400 0.39 0.46 CX35-1.5 to 5 Ton Indoor Coils /Page 4 D1MENSIONS - INCHES (M M) „ CX35-18/24(A/B), -30/36(A/B/C) and -36(A/B) Coils 314(19) 3/4 19-1/2 3/4 (19) (495) (19) C OUTLET OPENING 3/4(19) TOP VIEW A 00 3/4 21 (533) (19) r r-� H ®- SUCTION 1 LINE , o B LIQNUIID / / 1 G It , F E / AIR 1-112 1-1/4 FLOW (38) \ (32) ---- O 0 INLET 2-518 INLET OPENING (67) CONDENSATE OPENING 20-7116 9/16 9116 ® 9/16 DRAINS (14) (14) (519) (14) FRONT VIEW SIDE VIEW Model A B C D E F G H Number in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm CX35-18/24A-6F 14-1/2 368 16-1/2 419 13, 330, 13-3/8 340 7-3/8 187 3-1/2 89 3 76 3-7/8 98 CX35-18/248-6F 17-1/2 445 16-1/2 419 16 406 16-3/8 416 7 178 3-1/2 89 3 76 3-718 98 ,CX35-30/36A-6F 14-1/2 368 24-1/2 '622 13 330 13-3/8 340 14-1/4 362 4-3/4 921, 3' 76 3-7/8 98 . CX35-30/368-6F 17-1/2 445 24-1/2 622 16 406 16-3/8 416 13-3/8 J343 4-3/4 121 3 76 4-1/8 108 CX35-30/36C-6F 21 -533 24-1/2 622 19-1/2 495 19-7/8 505 143/8 4-3/4• 121 3 76' 3-5/& 92 , CX35-36A-6F 14-1/2 368 24-1/2 622 13 330 13-3/8 340 13-1/2 4-3/4 121 2 52 3-114 83 CX35-366-617 - 17-1/2 445 24-1/2 '622 .16 406 16-3/8 416 13-3/4 350 4-3/4 121 2-5/8 67 3-7/8-- 98 CX35-1.5 to 5 Ton Indoor Coils /Page 5 ®ItiilE�1S1®I`IS = iAICHES CI\+iM�=•rt-"• - :- .' ' ",' • - " ' _ '-; CX35-24(A/B), -30(A/B), -48(B/C), -50160C and -60D Coils (NOTE -See next page for CX35-49C-6F and CX35-60C-6F Coils) 3/4(19) 3/4 19-1/2 314 (19) (495) (19) C OUTLET NOTE-CX35-60D coil is positioned in cabinet OPENING with coil face running left to right, all other coil sizes are positioned like drawing. 3/4(19) TOP VIEW 40 A314 44 21 (533) - (19) SUCTION NIEE- LIQUID / \\ \ B LINE G E / / \ AIR 1-112 \ 1-1/4 FLOW (38) (32) F INLET 2-5/8 INLET OPENING (67) CONDENSATE OPENING 9/16 ® 9/16 DRAINS 20-7/16 9/16 (519) (14) (14) FRONT VIEW (14) SIDE VIEW Model A B C D E F G H, Number in.' mm in. mm in, mm in. mm in. mm in, mm in. mm in. mm CX3524A-610 14-1/2" 368- 18-1/2 470 13. .- 330 13-3/8, 340 10-1%8 257 _3-3/8 - 86 3 76'T"3-7/8° " 98' CX35-24B-6F 17-1/2 445 18-1/2 470 16 406 16-3/8 416 10 254 3-1/2 89 3 76 3-7/8 98 ,CX35:30A-6F •, 14=1)2 368 ,22-1/2. 572 13 "330 ,13-3/8" 340 =12 305 ,-3-3/8 86 .3- 76 3-7/8 98 ` CX35-3013-6F 17-1/2 445 22-1/2 572 16 406 16-3/8 416 10-1/2 267 3-318 86 3 76 3-7/8 98 CX354813-617 ..1`7=1/2' 445 27-1/2' '1699T 16 466, 1:6-3/8 416 `12=7/8" "327 .,3=7/8'- 98 '3 76 4 ,102; CX35-48C-6F 21 533 27-1/2 699 19-1/2 495 19-7/8 505 12-1/2 318 4-3/4 121 2-3/4 70 3-1/2 89 CX35=50/60C-6F..` '21 -533 ,27-,1/2 699 -19-112 495 19-7/8 -505'1-12-1/2 13181-,4-3/4' 121 2=314 70" 3=1/2 89 CX35-60D-6F 24-1/2 622 29-1/2 749 23 584 23-3/8 594 15-1/8 384 4-1/2 121 1-5/8 41 2-5/8 67 CX35-1.5 to 5 Ton Indoor Coils /Page 6 DIMENSIONS - INCH,ES (MM) _ v CX35-49C-6F and CX35-60C-6F 3/4(19) 1-3/4 19-1/2 3/4 (44) (495) (19) 19-112 (495) OUTLET OPENING # 3/4(19) TOP VIEW 21 22 (533) 3/4 (559) (19) rn� SUCTION LINE / 1D LIQUID / / C LINE--- B AIR 1-1/2 1 1-1/4 FLOW / (38) (32) A LL— — o 0 INLET 2-5/8 INLET OPENING (67) CONDENSATEOPENING No 19-7/8 545)DRAINS 2(545) (14) 116 9/16 (505) 9/16 ( ( (14) FRONT VIEW (14) SIDE VIEW Model A B C D E Number in. mm in. mm in. mm in. mm in. mm 'CX35-49C-6F 4-3/4 121 12-1/8 308 29-1/2 749' 3-3/8' 86 2-1/2 64 CX35-60C-6F 4-3/4 121 14-1/2 368 31-1/2 800 3-3/8 86 2-1/2 64 CX35-1.5 to 5 Ton Indoor Coils !Page 7 . .0X34''TO-CX3-i%,,C SSS=�E��R 6�CE - , Dimensions Dimensions CX34 Model No. Tons (H x 1N x D) Order No. 0X35 Model No. Tons (H x V!/x D) Order No. CX34-18/24A=6F `;1'5,=2 , 16.5,x 14.5-x=21: 20063'`., _'0X35=18/24A-6F x 14.5 x.�1; 1004'1.: CX34-18/24B-6F 1.5-2 16.5 x 17,5 x 21 20M67 CX35-18/246-617 1.5-2 16.5 x 17.5 x 21 1 OC42 �' CX34-18/24C-6F,', ;'1;°5: 2,'=,':..16:5-x-2-1 x21; -' 70M27.` ?GX35-1'8/24B;6P,-, 1.5,-:2 1,6.5 x`17:5 x21= ' 10642', 2 CX34-19A-6F 1.5 16.5 x 14.5 x 21 85M16 2 CX35-24A-6F 2 18.5 x 14.5 x 21 1OC43 18;5 x„1 ` 21, 85M17`-, 0X35-24A-6F -'` 2 18.5,x-_14.6x21 :F ,10043 CX34-25B-6F 2 18.5 x 17.5 x 21 85M18 CX35-24B-6F 2, 18.5 x 17.5 x 21 10044 YCX34-31A=6F. 2'5 :22:5'x 14-.5 x•2"1 851V119, CX3,5-30A-6F;: 22.5 x14.5,x_21, 10047` ` CX34-31 B-6F 2.5 22.5 x 17.5 x 21 85M20 CX35-30B-6F 25 22.5 x 17.5 x 21 1 OC48 2 CX34;{`30A'6F,? `_:;2:a^ - =20:5.x 14.5 x 21_ -_• 2®M64', Z'CX35=30/36AP6F` 2.5'-'3 :24:5 x.;14 5x Z_1 110049 CX34-36A-6F 3 24.5 x 14.5 x 21 20M65 CX35-30/36A-6F 2.5-3 24.5 x 14.5 x 21 10049 ?CX34=306-61F- 2.5'' 20.5 z'1.7.5�x 21 ",;.20'68'' z 0X35 30/366-6F, ' 2:5='3 , 24.5 x 17,5 x 2 I` `` -10050 CX34-36B-6F 3 24.5 x 17.5 x 21 20M69 CX35-30/36B-6F 2.5-3 24.5 x 17.5 x 21 10050 2 CX34-30C-6F Z,.5 `.20:5:x 21'.x 29„* 701V128'_, 2 0X35-30/360-6F' ,2.5-3 _ 24 5x,21;x,21 10051 CX34-36C-6F 3 24.5 x 21 x,21 20M74 CX35-30/36C-6F 2.5-3 24.5 x 21 x 21 10051 'x'14'5•x 21-' 20M66, 0X35-36'-6F, ., 3,' 24.5,x'14:5 x,212," `.,10052's' CX34-38B-6F 3 24"5 x 17.5 x 21 20M70 CX35-36B-6F 3 24.5 x 17.5 x 21 1 0053 z'CX34'=4264F17:5 x 21`.;;_ '' 2QM71 :'2 0X35=486-6F` ,3:5,=4,- ; 27.5.,x 17:5'X'21_.• ;:'`•10054,• CX34-43B-6F 3.5 27.5 x 17.5 x 21 85M21 CX35-48B-6F '3.5-4 27.5 x 17.5 x 21 10054 2 0X34-44/486-6F-'r 4 :°,`;24;5 x 1;7;5 X 21` ` 201i�72:,-.'� ?0X35'-.486-6F ,,'�'3.5=�4: -27.5'x_17.5 x 21,: :, `° 1005f'" - CX34-43C-6F 3.5 27.5 x 21 x 21 85M22 CX35-48C-6F 3.5-4 27.5 x 21 x 21 10055 0X34=447,480-,6Ff` `3.5=4 24:5,x"21'x 21':," ?011 75" -` 2tX35-48_C-6F., 3:5'-`4 °'27.5 x 21.x 2 i. -2,3 CX34-44/480-6F 3.5-4 24 5-x 21 x 21 20M75 2.3 CX35-49C-6F 4 29.5 x 21 x 22 10056 0X34-490-6F',. '4; 29;5 121 x.22. 8SM23, 0X35-490-6F `4 "''29:5x'2.1'x.22 1®056 CX34-50/60C-6F 4-5 27.5 x 21x 21 20M76 CX35-50/60C-6F 4-5 27.5 x 21 x 21 10057 0X34-620-6F,'> : 5'_ 31.5.x 21'x 22.'-; 85'24,`` 0X3 -600=6F f',5 '' `.31.5 x 21,x 22 %�.` 10058~' 2 CX34-60D-6F 5 25.5 x 24.5 x 21 20M77 2 CX35-60D-6F 5 29.5 x 24.5 x 21 1 0059 0X34`-;62D-6F 5` :' 29-5 x'24:5 x;21 =; 20BV178': 0X35=60D-6F`` " r5' 29:5 x 24:5x'21,'.` 1,0059 Cod widths do not match between CX34 and CX35 models 2 Cod heights do not match between CX34 and CX35 models 2 Coil depths do not match between CX34 and CX35 models Sections Description of Change _ Document Removed Air-Conditioning Only restriction. Visit us at www.lennox.com LENN771X7 ) For the latest technical information,www.LennoxPROs.com Contact us at 1-800-4-LENNO X NOTE-Due to Lennox'ongoing commitment to quality,Specifications,Ratings and Dimensions subject to change without notice and without incurring liability Improper installation,adjustment,alteration,service or maintenance can cause property damage or personal injury, Installation and service must be performed by a qualified installer and servicing agency ©2016 Lennox Industries,Inc. REVISIONS 4 ----------------- 5 q------------------ /j REScheck Software Version 4.6.4 - ----------------- Compliance Certificate Protect Er•e,gy code: 7015 IECC Location: Southold,New York Construction Type: Single-family Project Typr_ Alteration ClimeeeZone_ 4 (SS72HDD) Permit Date: Permit Numbe, Construction Site: OwnedAgent: Designer/Contracwr. MRSTON HOUSE Mark Scbwartz,Arddteet 240 WMIDJAMMER DRTYE P.O.Boz 933 SOUTROLD,Ny Cutchogue,NY 11935 631-731-4185 rnksarchitec�ine.net a / N i Envelope Assemblies 49 n.b...-_e:................-.-_5.0-._.0.752 35 Insulation depth:3.a 00 Wan 1:Woad Frame,16'O.C. 337 19.0 0.0 0.060 11 U Window 1:Wood Frame:Da,ble Pane with L,ow-E 91 0.290 Zs Door l:Ola- 55 0.290 is '•-' n SNOC:0.33 U e^-i Ceiling l:Flat Ceiling or Scissor Truss 264 49.0 0.0 0.026 7 Coo,pr:once Statement The proposed building design described Fere is cons-,stent with the building plans.specifications,and other / or calculations submitted with the permit appro lication.The pposed builas ding hbeen designed to meet the 2015 1E requirements uireents in / z RE5check Version 4.6.4 and to comply with the mandatory requiremems listed in the REScheck Inspection Checklist. time- 1'e "nature V.te — / 12'-0" / ////PS8168R/ / Project Title: Report date: 02/12/18 Data filename:Q%Users%Drafting StationiDocurtmntsTEScheck%BERNSTEIN.rck Page 1 of 1 / (2)1-3/4X7-1/4 ML HDR Ce 0 O � LULO Z i - O t / n M M x ¢ o U O J OJ EX. ENCLOSED PORCH 88"h CEILING of of N N M N 1.REMOVE EXISTING 2X4 WALLS.RE-BUILD WITH 2X6,INSTALL WINDOWS AS SHOWN. / NEW WALLS TO BE BUILT ON ACQ SILL / PLATE,TERMITE SHIELD,SILL SEAL. Ce / O 2.INSULATE: p Ce fTl FLOOR:R5 FOAM BOARD J x m w WALLS: R19 !E w j v CEILING:R49 SPRAY FOAM ^0 X / 3. _ Y / RE-FINISH INTERIOR AS SELECTED BY OWNER N O O v C-4 i1) � }/ (2)1-3/4X7-1/4 ML HDR N vii SILL 27 1/2"ABOVE EX.FLOOR Q W 0� Z� CX245-2 r_, W � 5'-10" 6'-2" w O 12'-0 O / U) / N / ��� 1ST. FLOOR PLAN- 0 DRAWN: MH/MS / SCALE: 1/4" = 1' SCALE: 1/4"=I'-O" nn ,' r � z JOB#: - ------------------ ------- fl � b'Gr X 34 Apri109,2018 '�•� `` ' � ' SHEET NUMBER: _ ________________ _______ D 2018MAY 8 7 k V 1gi':l�l �'.1��rrz �":1 SP1 1 REVISIONS AP RVEDAS NOTED DATE: a B.P.I b COMPLY WITH ALL CODES OF DEPARTMENT AT NEW YORK STATE & TOWN CODES NOTIFY BUILDING DE FEE: �� AS REQUIRED AND CONDITIONS OF 765-1802 8 AM TO 4 PM FOR THE „ ,01 ' FOLLOWING*INSPECTIONS: 1. FOUNDATION- TWO REQUIRED FOR POURED CONCRETE ��DTROC6TOP�'u�TROSTEES 2. ROUGH = FRAMING & PLUMBING 3. INSULATION Y,S.DEC 4. FINAL - CONSTRUCTION MUST c3oo 0 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR OCCUPANCY OR DESIGN OR CONSTRUCTION ERRORS. USE IS U N L AI N F U L WITHOUT CERTIi�lV,7rz_ N OF OCCUPANCY u RETAIN STORM WATER P0,!OFFU co z o t PURSUM42T TO CHAPTER 233 OF THE TOWN CODE. ELECTRICAL i”.,SPI"wt.:'riON I dEQUIRED =El Z o O � H > w H z -el °P4 w W FRONT ELEVATION Y SCALE: 1/4" = 1' W o 0 w L o W J O Q H D � Z O EDARC o j IN C,S,yij. W N N DRAWN: MH/MS b' SCALE: 1/4"=1'-0" 022339 p� JOB#: F N Evv February 12,2018 SHEET NUMBER: REVISIONS O Lo Ln to 0 O 0 N w O zz: lz 0 ILA I LJ 11 [PH J= IV � O O H H y w a w w H W Y RIGHT ELEVATION0 o SCALE: 1/4" = 1' > zt w W w w -0jQ O Z O § U) C) N egE D �C 0 IN SC tij� DRAWN: MH/MS SCALE: 1/4"=1'-0" N * JOB#: N� A c,' February 12,2018 '9> 022339 OQ� SHEET NUMBER: Its* OF N E REVISIONS (96. �- a 0 N N M M a � p v a � s x � Z Z O w 11=11 it 1 11 It 11 11 a Ew-+ w Y OO REAR ELEVATION ; >- SCALE: 1/4" = 1' o Z w o � O � Q � 0 � Z O C) � ED \ qR ti N viN 'So �p C,-4 DRAWN: MH/MS N SCALE: 1/4"=1'-0" N ; JOB#: February 12,2018 9�F 022339 �0 SHEET NUMBER: OF N E� A-3 REVISIONS ----------------- REScheck Software Version 4.6.4 ------------------ Compliance Certificate Project Energy We: 2015 IECC Lot,etia,: Southold,New Fork Constn,ctian Type: Single-family Pwj ut Type: Alteration / o 0 Climate Zone: 4 (5572 HDD) �O°oo©� Permit D.W. Permit Number Construction.S te: OwnedAgent: Designer/Caneractor. BERS ON WDLsr MeA Schwer,z Arcf+itece 240 WINDJAMMER DRIVE PA.Elea 933 SOUNOLD.NY Cuahogue,NY 11935 631-734-4185 mkserchitectV�opmnline.rset Envelope ASsemblies Floor 1:Slab-0n-0rede:Heeud 46 5.0 0.752 35 LW tmuldepth:3.0' WA -Wood F»me,16'O.C. 337 19.0 0.0 0.060 11 W W+ndow 1:Woad F-rne:Da,ble Pane wit L—-E 91 0.290 26w SNGC:0,32 Door 1:Olesa 55 0.290 16 ,3 Ceiling l:Flet Ceiling a Scissor Inas 264 49.0 0.0 0.026 7 / / / U SNGC:D. r--i Comprian Stmtememv The proposed building design desmbed here w—istent,w*,the building plans,spet,*—tions,er d other ca c e ck V submitted wet the arrm2.29t a ma The ory reged budding hes in t designed to meet the 2015 MCC requirements in ftESclrecit Vmion 4.6-4 and to comply with the mandatory,egwnemenes listed in the REScfieck Inspection Cheeklist ,r n--Tiff. .9netureeta / / 12'-0" / //5'-0"// -0 / 11 / / / P58168R Project Titles: Report date: 02o Data filename:C:WseralDraft;ng Stat~ontiDacumentslRESchecklBERNSTEtN.ick Pagel 1 of f 1 1 (2)1-3/4X7-1/4 ML HDR w /- Ce 00LU coo O UJ toC"l z x a ►-� M / O / N O / / W ENCLOSED. EXPORCHH E O �..a 88"h CEILING / 1.RE-FRAME OPENINGS AS REQUIRED O 2.INSULATE: IN I I FLOOR:R5 FOAM BOARD WALLS:R19 CEILING:R49 SPRAY FOAM 3.RE-FINISH INTERIOR AS SELECTED BY OWNER / 4.CLOSE OFF OPENINGS-MATCH EXISTING %j ce ° W ll Ln / W / r m x O Y � N o O / v CN I W (2)1-3/4X7-1/4 ML HDR _<J d SILL 271/2 ABOVE EX.FLOOR �—i W �' CX245-2 W U / 5'-10" 6'-2" O / Q 12 -0 Z 00 WCD 0 1ST. FLOOR P SCALE: 1/4" - 1' \5� ARc DRAVVI�I: MH/MS (� IE: IN s y/� SCALE: 1/4"=1'-0" JOB#: ----------- -- --------- 9�-1 February 12,2018 N SHEET NUMBER: -------------------------- (P 022 ,9 F �0 A�4 OF N E� REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL I I z CRIPPLE STUD e BOTTOM PLATE RIDGE LEDGER B ATHTUB HEADER DOUBLE JOIST O SIDEWALL jA —•J RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTS 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ti ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC QV H M f , n aV WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR Zi Ln VENTILATION CHANNEL U -�: Z °p RIM BOARD AS REQUIRED O 6�0 RAFTER U C r SILL PLATE(S) ' , RAFTERS MAINTAIN }` VENTILATION U ti WOOD JOIST FOUNDATION TOP PLATE BLOCKING • - - - - - 2x4 LEDGER BLOCKING 2x4 SOFFIT JOIST 0 STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- 4" - 8•' LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS , RESISTANT METAL MESH WITH MESH ONIIN. SCREENED VENT ON ALL OPENINGS i� OPENINGS OF 'A INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD i INSTALL 4'0" O.C. , LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / .�� EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS e�� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLO i Iwo L/] ' \ ~ RAFTER O Q WOOD JOIST O TOP PLATEF. GIRDER/HEADER U 1ST. FLOOR WALL STAPPING TO 8E ATTACHED TO WALL STUDS ®48"OC WOOD JOIST 04 AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. z 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. U INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD — SILL GASKET ' f 1 / r I TYP. CONC. FOUNDATION ( A ` BMIL. POLY 1 DAMPPROOF EXTERIOR GRANULAR FILL • Va 6MIL POLY ON EXTERIOR \' _ ' � \• � � % � • V STEEL COLUMN I " %° A n 1 •p • C • G e• 'e \ C \ v \ CONC. SLAB I ° c.• � V 1 C. 1 v ANCHOR BOLT EMBEDMENT: // II °••° C n 1'p POURED CONCRETE: %7" %% p V l I . e COMPACT FILL :e r BLOCK WALL: 15" KEYWAY FOOTING o V ^ • • C • ° ~ ° Y L\-a c• CONC. FTG. ° �'° L• \ O USE WITH 30 SQUARE WASHERS O � ;O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) W p REINFORCING BAR DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I s SUPPORTING MAXIMUM SPACING SILL PLATE FOUNDATION " OC Z LLJ CRAWL SPACEOO 1 STORY 72 R FOUNDATION �1 TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC w WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24"02" CONC. FTG. CRAWL PACE OR FOUNDATION) C �I WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC G O SLA -ON-GRADE Q 3: -711 I r—SUB FLOOR \� �v IN S 0 O CONC. SLAB DOOR FRAME � a\T Cis. Z U 6X6 10/10 WWM COMPACT FILL 1 DOOR GE o-_JOIST �► USE 2X8 STEEL EAM ; Q ^� FOR BLOCKOUT 4" SLAB to. I N c\' N P.T. PLATE W/ 6X6 WMM M SLOPE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT `• \ • ° ,, .7 1Z2 (WITH A NAILING PLATE IF NEEDED) 223 • - - -- - '-°-- p• .' ,° ••• s• :• •• • • TO BE APROX. 1/2" OR HIGHER THAN �� O - S.'r't,p e' 4 • • STEEL. BEAM TO ALLOW FOR SHRINKAGE .(� GRA a t"_Q 1_w'_-' - °• •. : '° ° • • •• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ` OF a a a ° a N DRAWN: MH/ 12" i� 6X6 W.W.M. a a �•� a c•° _,�I e, ° .° MS ° , O °° a ° •� l!•p t! MIN. r,S 'p /!• •° �"\ , • ° ° + • .. e r-SUB FLOOR SCALE: 1/4n_1,-0n •' a REINFORCING BAR ,• °.e OIST •° • REINFORCING BAR �• �•• a ]OB#: DRAIN TILE 12 so� ° • ' L1 �.°�.° = STEEL BEAM February 12,2018 s ! PLATE (BOLTED TO BEAM) SHEET NUMBER: • a TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT -5 REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO S'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS} CONSTRUCTION NOTES: TOE-NAIL , 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES G>Do 00 OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-Sd COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 0 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL c~y construction means,methods,techniques,sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 q q P safety P P PP QTY. SPACING ,�, M precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION - (ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE M 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMONJOINTS FACE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v 01 or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON , STUD O.C. NAIL Sym.: O oo d Y attache with 8d common nails at .c.at the panel edges and 12"o.c.in the field and SMOKE ALARMS TO COMPLY WITH F o d 6 o p g FIRE PROTECTION O W NPA 72 AND NYS R314 IRC. » HEADER TO 16"O.C. FACE a W M 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7 o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. HEADER ALONG EDGES NAIL � such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified � '� U ti in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16dCOMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC m 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE 70: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. FLOOR JOIST,BAND 101ST, 2-16d COMMONFOOT SEE NOTE:1PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA,2 � 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 YES concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON h' g 8).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL, JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2 -8d COMMON EACH TOE 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6- O.C. SEE NOTES:13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. (BOTH FIELDS) P tY 3-16d COMMON @ @ NOTE:2 FOR PANEL FIELD anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6'maximum lifts(layers). P P g � W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 O 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3 -16d COMMON attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. J015 DECK AND COVERED PORCH NOTES: TON LEDGER 3 _gdCOMMON PER TOE NOTES O Zi 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END 0 the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST- 3-16d COMMON JOIST NAILF+ 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, U 8.Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. g p J P SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 w FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. ROOFSH HI G: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High WindNAIL NAIL O 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY.: SPACING 3).Tabulated 4 inch o.c,nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For U below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING' NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QT, SPACING SEE NOTES:1,3(BOTH FIELDS) where needed. 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug. Fir. GYPSUM 7" O.C.EDGE ( ) WALLBOARD Sd COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams headers to be installed with heavy duty galvanized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL Sd COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall T� PANELS WFCM-SBC V 1 anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/l6"OSB 3"O.C.EDGE 6d COMMO PLYWOOD 6"O.C.FIELD 2 .Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub, 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential ) P g g g O Y Floors to have ceramic tale installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 5d COOLERS on plans. WALLBOARD 10"O.0.FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o. 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. W >•- other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. L11 JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY, SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Z pP state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS gd COMMO 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. where applicable unless otherwise noted. p g P W 1"OR LESS 12"O.C.FIELD J 9).Provide blocking/bridgingin floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED O • 1 g• J under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 1Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. < 1:10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. V 1 Q needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Z 0 equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor U) 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fiireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3}•HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed ` O Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ;��,- over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and7 � ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces Q r', � JI to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.S,N.Y.S.Residential Code. 7fr `" '� ( N DRAWN: MH/MS � I 3).All electrical work to comply with 2014 NEC. to be reduced sol -16d nail per foot. SCALE: 1/4"=1'-0" 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of (n r/"" 4 Install Smoke detectors and Carbon Monoxide detectors throughout as SOIL COMPACTION: flame and products of combustion. JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM )• g per section. P -9 � torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR ? 39 G� February 12,2018 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. QF N E Vv SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A-6 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.