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Home My WebLink About41599-Z 'f Town of Southold 11/15/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40051 Date: 11/15/2018 THIS CERTIFIES that the building ALTERATION Location of Property: 2978 Lighthouse Rd., Southold SCTM#: 473889 Sec/Block/Lot: 50.-3-16.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/27/2017 pursuant to which Building Permit No. 41599 dated 5/3/2017 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: ADDITIONS AND ALTERATIONS INCLUDING SCREENED PORCH ALTERED TO SUNROOM WITH DECK AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Marcoe, Ellsworth&Benson,Laura of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41599 11-07-2018 PLUMBERS CERTIFICATION DATED 08-20-2018 d Piecu nb ' Signature =az` TOWN OF SOUTHOLD BUILDING DEPARTMENT S TOWN CLERK'S OFFICE '$ SOUTHOLD, NY 1f 0 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#: 41599 Date: 5/3/2017 Permission is hereby granted to: Marcoe, Ellsworth 613 E 6th St New York, NY 10009 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 2978 Lighthouse Rd., Southold SCTM #473889 Sec/Block/Lot# 50.-3-16.1 Pursuant to application dated 4/27/2017 and approved by the Building Inspector. To expire on 11/2/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $296.00 CO -ADDITION TO DWELLING $50.00 Total: $346.00 J Buildi Ins Form No_6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15`..00 bate. `-F New Construction: Old or Pre-existing Building: V (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: (� �{� �, L h Qq Pr "D e 6,©C Suffolk County Tax Map No 1000, Section c3rBlock s Lot Subdivision Filed Map. Lot: �,, Permit No. S Date of Permit. Applicant: U L Le k bice L_l Health Dept.Approval:_�jl�r Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted:$ �o —1 pplicant Signature pF SOUjyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 • iOQ roper.richert(c7town.southold.ny.us Southold,NY 11971-0959 Q Coma BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Marcoe Address: 2978 Lighthouse Rd City Southold St: New York Zip 11971 Building Permit#• 41599 Section. 50 Block: 3 Lot: 16.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. Promaster Electric License No 599226-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 30 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 10 Wall Fixtures 14 Smoke Detectors 4 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 21 CO Detectors Sub Panel A/C Blower 1 Range Recpt 50a Fluorescent Fixture Pumps Transformer AppliancesE41 Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect W Switches Twist Lock Exit Fixtures TVSS El Other Equipment: 1-combination smoke / co detector, 3-bath fans, 4-paddle fans, range hood, 3-ARC fault circuit breakers,2-combination GFCI/ARC fault circuit breakers, 1-GFCI circuit breaker Notes: Inspector Signature: Date: November 7 2018 81-Cert Electrical Compliance Form.xls �r�o Town Hail Annex 4 Telephone(53.1)•765-1802 54375 Main Road Fax(631).761-9502 - P.O.Box 1179 Southold.New York 11971-0959 �Q Awl Q CC�CONIL BUILDING D>PARTM NT D TOWN OF S-UUT1 010 AUG �0 2018 BUILDING DEPT. TOWN OF SOUTHOLD -CERTIFICATION Oeste: g 120 / Building Permit No. L/I Jrqq Owner: {moiirK /VarcoC (Please print) Plumber. Pi'lcv(M (Please print) I certify that the solder used inthewater supplysystemcontains less-than 2/10 of 1°l0 lead. ; lumbers Siguat�e) Sworn to before me thisao 44) nNNIE 0. BUNCH -- Public,State of New York _ day o20_Lf� No.01 BU6185050 i�+uW fled in Suffolk County joi'$p,�,� . fry ,ission Expires April 14,2D.0 Notary Public, County �o • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) G�•T REMARKS: � dill,lk , I Oy, DATE _ INSPECTOR k1011 SO �O��Of Ulyo� coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 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: bt*,4 IJIiAOT p DATE l INSPECTOR ��OF SO(/jyo o � 6 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: ftffklykC� 540000 t KA b DATE - INSPECTOR pF SOUryOlo ��'�UOUNi'1 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: o DATE W ? INSPECTOR u` vF SO �0 UT TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION ( ] FOUNDATION 1ST [ ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f--�Tfomwvi4valfw AA jjjNq� 0 Or--I I I k f r V� DATE INSPECTOR OF SO�j�o6 # TOWN OF SOUTHOLD BUILDING DEPT. °�covNn 765-1802 INSPECTION J c_� [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ` [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1� INSPECTOR � i�a� oFso�l # # TOWN OF SOUTHOLD BUILDING DEPT. "rou�n ' 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] GH PLBG. [ ] OUNDATION 2ND [ INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS- / ✓ ASI &,D ��✓ _ ✓ DATE INSPECTOR ho�,�pf SOUTyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. "�ouxn � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: @-"' aIsAlmmlfte . k� a DATE INSPECTOR a SOUTyO6 * # TOWN OF SOUTHOLD BUILDING DEPT. °��rnurm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTOR ��/ Pontino, Susan From: frank.uellendahl@gmail.com on behalf of Frank Uellendahl <frank@frankuellendahl.com> Sent: Monday, August 27, 2018 3:23 PM To: Pontino, Susan Subject: BP #41599 - FR placard Attachments: STICKER REQUIRED BY SOUTHOLD BLDG DEPT 8.24.18.png _ ,' . s ;,Ott,r >UM ►, s1% i Susan, please find attached a photo of the posted placard. Let me know if anything else is missing when you get a chance. Cheers, r , Frank AUG 2 7 �n18 "rPT. ,T 1 Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankuellendahl.com August 23, 2018 D L5'�`-�L�u •V AUG 232018 Submitted to: Building Inspector's Office Town of Southold ,�. Owner: Ellsworth K. Marcoe and Laura Benson T_ 613 East 6th Street New York, NY 10009 Project: Construct additions and alterations to an existing single family dwelling at 2978 Lighthouse Road in Southold EIR 41599 1 hereby certify in my professional opinion that the following work was performed in compliance with the NYS Residential Code and in accordance with the architect's specifications regarding the amended plans for a master bedroom addition: • The foundation of the above referenced MBR addition and the deck footings were executed as per the architect's plans; • The insulation and fire caulking of the addition were properly installed as per the energy code compliance report. S' r 1 Aq UQJ 9r �1 F nk Uellenda 1; lie AlMiibp� %' fir► , AFA OW [a' P!- - i �► • r1►. Ira MI.-I INWL • fn STATE ENEROY •D AM � rrJr ry AT tow I 740C AM -MIN rimmum, 1 WMA 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application D Flood Permit Examined ,20 Single&Separate APA 2 6 Storm-Water Assessment Form ontact: ,f Approved 20_ i Mail t Alauy_ C teh_u Disapproved a/c Phone: —<F E��y Expiration 20 B ' ing Inspec r APPLICATION FOR BUILD G PERMIT Date �' , 20A7— 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 shal I 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, agent, architect, engineer, general contractor, electrician, plumber or builder QC.�--I l-L Name of owner of premises V-1P-K— �AALL CrG L(F"U(Z F) ELEUSD N (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: (2_6 �3 a House Number Street Hamlet County Tax Map No. 1000 Section 50 Block _ Lot [(S� 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 zlf�Syujtaw qL b. Intended use and occupancy ce6l >Ei�1,]Prc 3. Nature of work (check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work �. f—'- _ (Description) 4. Estimated Cost k T �" i V paid on filing this application) i5. If dwelling, number of dwelling units ' Number of dwelling u A n each floor If garage, number of cars {'. ' f 6. If business, commercial or mixed occupancy, speci"tWre and extent of each type of use. 7. Dimensions of existing structures, if any: Front a1 4C �� Depth d (p Height 1 l dol Number of Stories_ Dimensions of same structure with alterations or additions: Front A ,6 Rear 4 Depth d,�yHeightv4 a Number of Stories 8. Dimensions of entire new construction: Front Rear _Depth Height Number of Stories 9. Size of lot: Front �'((r! Rear �f�`�, ` Depth 10. Date of Purchase I D !L-D 1 (Q Name of Former Owner '11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO V1 Will excess fill be removed from premises? YES✓ NO 14. Names of Owner of premises C6QAddress 61360-11c_ & 1 -Phone No. 6 L-+--JS 1'2�lg Name of Architect [AV X41 eida Address t0 1b 1.614PhoneNo LAL-477-&A24 Name of Contractor e l Da 114Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * 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 V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF-G U being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is thel,Lt (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true 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 b fore me this day of PV QLL.- 20 Notary Publio TRACEY L.DWYER V Signature of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2aE Scott A. Russell 01 Sol 00� SUPERVISOR 1 - AM ANA(G1IE1\ DENT SOUTHOLD TOWN HALL-P.O.Box 1179 6 53095 Main Road-SOUTHOLD,NEW YORK 11971 pyo Town of>So u th o l d o q�\11 D CHAPTER 236 STORMWATER MANAGEMENT W SHEET (TO BE COMPLETED BY THE APPLICANT) NOV - ?�?1? --- - - - , Yes l�lo (CHECK ALL THAT APPLY) ❑ 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. ❑WC_ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑VD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ❑R(E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑F3 IF. 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 Departm-enLwith-your Building Permit Application. APPLICANT: (Property n ,Design Professional,Agent;Contractor,Other) S.C.T.M. 1000 Date [ , y��j�j/ District ! �p NAME Z Mme('( Gl.t�l��!Cl�LL i 5o 03 j_ '" *�T (l Section Block Lot Contact Information: ��( �� ( (C7L�¢ Reviewed By: ja ,, // — — — — — — — — — — — — — — — — Date: lVGll q• I �1�/ / Property Address / Location of Construction Work: — — — — — — — — — — — — — — — / �` , ��L � 'QApproved for proces�tng Building Permit Stormwater Management Control Plan Not Required. S - • L �� ^ Stormwater Managennci-,t Control Nan Rcquiieu. u! (Forward to Engineering Department for R,'Zw-) FORM SMCP - TOS MAY 2014 Town Hall Ann" 54373 Main Road Telephone(631)765-1802 5431 )765-g5 P.O.Box 1179 7// 't7 Southold,NY 11971-0959 BUHD1NC DEPARTT►iF F TOWN OF sovMoiD APPLIC T or—"R ELECTRICAL 1NSPECTIO REQUESTED BY: P001I G! 1��Z' Date: 0 1/ ;ompany Name: dame: .lcense No.: S 9 9'2 2 G - kddress: A �q�O !12's ccn�oy � . 'hone No.: -cc 93 S 63 q1- 0 ,'rC 63/ a ps C� IOBSITE INFORMATION: (*Indicates required information Name: Address: 9 � I ousCou o Crass Street Phone No.: 631 -926 666 3 'ermit No.: C ax-Map District - 9000 Section: Block: ------- _ Lot 3RI&DESCRipTION OF WORK(Please prim Clearly) hoese 'lease Circle All That Apply) s job ready for Inspectibn: �'1! NO R )o-you need a Temp Certificate: o;n l Final YES! NO DMP Information(if needed) iervic;e Size: 1 %Phase 3Ptlase 100 150 200 300 350 . 400 Other Jew Service: Re.cao nnect Underground Number of Meters Change of Service Overhead Jditional Information: PAYMENT DUE WITH APPLICATION B2-Request for Inspection Form IrrI oxx r � •� T a x� o ,� L t x Fa^ III t rr y .� Sprint LTE 4:50 PM `V 50% �+ � Sam Elsavador Yesterday 4* 40 PM zw H 15q 9 i DEC t 1 � GO� AFI �i � I I DEC 317 ,I l r' a, Fri, Nov 1 , 4 . �eCm� nEC ry w l a„fi $ q 4y v Y, .M. CD el r,, I DEC TJ JW,4 OF SO li�aJLil� tl� DEC - d Jr � y F s» ! a � iLL, ll� n a va t t ' x r � ' a , �i ! =w a ' 4 P: z 'm ♦�_ T +1r�Y�r q� ♦ 1 ' �.. rN•,,.«,-.:. ,. .,. .s a - n wo /( Nil !c r. jor �'` •" r �� is �� f�r� '\ �� r r �Ik b > O � } s 4d • i "�. ' ~tea��ar3 ��.` _ ,�� • - + '. - At y r F 1 u „,yam tR s Al f e t air •y�i.�, A 4` '� V( "fid � �t � � (` .444,_, r I C st 4 a- \ SFr , .. r ..Y.dy• f 1� 4 J P; tt ! a r � s I * • s f `w A l d { M � Y J�fz ; r t Pt e s 41 1 t t A . � 1 A• 4 1 QY DoT F�k � ; Z ITS kern-��s� TAX MAP NUMBER: 1000-050-03-15.1 & 016 DEED RECORDED IN LIBER_12890_ PAGE 056 Real hoperty Tar Servue Agency SU1Tl)LK COUNTY UNTFR RIVF.RNC.AT), I.I. NY 11901 102 FORM at ra>• r. r. r. r. . . . . . . . . r. - rt r.i"rt r. r._=-r. w w"--->• r. B.SA�c) � SOUTHOLD PARK DIST. t� .�s �'• t60 1 1A1 ti eos a, Z32 f 1 131 � 4 1.2A 161 3_4/ 23A �0a 0 b 14 t / 2 2A 9 ° IQp - ala Mgas 70 191 3 OA L >y, i�r. rt r. r. r• w-me Saw r. r. r. - - - r. r. r. r. - - r. r. r. r. r• r. r• o low 0. 00 10 0• 1• Feet 0 200 400 800 ASSEMBLED AND RETIRED 1000-050-03-15. 1 & 016. REPLACED BY 1000-050-03-16. 1. OWNERS: ELLSWORTH K. MARCOE AND LAURA A. BENSON BY DEED 12890-056. MAPPER J. de Blasi CHECKER DATE 12-30-2016 RPTSA 101 FORM I W0 0 y 4' POOL FENCE Z = W El w � m \\1007N 7-� EXT'G SHED MARCOE 5' GATE 31 RESIDENCE 4' POOL FENCE 6I SOUTHOLD, NY 2978 LIGHTHOUSE RD. CD ' Z ARCHITECT +I FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 1 TEL: 631-4778624 EXISTING. 60' FRON YARD OWNERS DWELLING KIRK MARCOE J P NESE PROPOSED & LAURA BENSON � 613E 6TH ST., APT 1 G A A 32x16 POOL 29' NEW TEYORK ,881NY STONE GARDEN 3 UTILITY POLE DECK ,�, r' ti 60 SF / w 500 GAL BURIED ( � SEPARATE PROPOSED SECURED GAS TA K CD POOL PERMIT ADDITION 405 SF �► ' 1 10 I ° I IJ o REAR YARD o w N W � LOT LINE W O Z N �o DATE. 11/09/2017 SCALE: 1/16" = 1'-O" PROPOSED SITE PLAN C) PROPOSED SCALE: 1/16" = 1 -O' ^W SITE PLAN 0 LOT LINE SCTM# = 1000-50-03-15.1 NN SCTM# = 1000-50-03-16 S DWG. NAME TOWN OF SOUTHOLD A-20 SUFFOLK COUNTY, NEW YORK e DWG. NO Generated by REScheck-Web Software Compliance Certificate Project THE MARCOE RESIDENCE Energy Code: 2015 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5999 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 2978 LIGHTHOUSE ROAD KIRK MARCOE&LAURA BENSON FRANK UELLENDAHL SOUTHOLD,New York 11971 OWNERS ARCHITECT . trade-off Compliance: 1.8%Better Than Code Maximum UA. 333 Your UA: 327 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value R-Value 1-1-Factor UA Perimeter Ceiling: Flat or Scissor Truss 212 0.0 38.0 0.025 5 Ceiling:Cathedral 1,119 30.0 0.0 0.034 38 Wall:Wood Frame,16in.o.c. 1,670 15.0 0.0 0.077 93 Window:Wood Frame,2 Pane w/Low-E 155 0.300 47 SHGC:0.28 Window:Wood Frame,2 Pane w/Low-E 11 0.290 3 SHGC:0.28 Window:Wood Frame,2 Pane w/Low-E 67 0.290 19 SHGC:0.29 Door:Glass 33 0.300 10 SHGC:0.24 Door:Glass 125 0.290 36 SHGC:0.32 Door:Glass 70 0.300 21 SHGC:0.24 Floor:All-Wood joist/Truss Over Uncond.Space f 1,331 23.0 0.0 0.041 55 Compliance Statement: The pro v design described h e feith the building plans,specifications,and other calculations submitted with itThe proposed b it i esigned to meet the 2015 IECC requirements in REScheck Version 5.5.0 an ysrianc(atory require REScheck Inspection Checklist. t t� 2c, Name-Title �`4. r 't( �' '§ig`5a Litk Date y v Project Title:THE MARCOE `� Report date: 04/20/17 Data filename: - Page 1 of 9 CREScheck Software Version 5.5.0 �J( Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PRl)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 ❑Does Not 403.7energy code compliance for ❑Not Observable [PR3)1 lighting and mechanical systems. Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1. Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2)2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual)or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier X)-7 Project Title:THE MARCOE RESIDENCE Report date: 04/20/17 Data filename: Page 2 of 9 Section # Foundation Inspection — i Complies? Comments/Assumptions & R .ID J 303.2.1 A protective covering is installed to ❑Complies [F011)2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. Not Observable ONot Applicable 403.9 Snow-and ice-melting system controls OComplies [F01212 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE MARCOE RESIDENCE Report date: 04/20/17 Data filename: Page 3 of 9 section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .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, Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. []Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. []Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR1612 sealed at housing/interior finish []Does Not and labeled to indicate s2.0 cfm []Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies [FR12]1 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 ❑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. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to?-R- ❑ 3 Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 zR-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE MARCOE RESIDENCE Report date: 04/20/17 Data filename: Page 4 of 9 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE MARCOE RESIDENCE Report date: 04/20/17 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? I Comments/Assumptions & R .ID _ 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑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 p Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the 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 members. 402.1.1. Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1h of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel E) Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE MARCOE RESIDENCE Report date: 04/20/17 Data filename: Page 6 of 9 section Plans Verified Field Verified # Final inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID __ _--- 402.1.1, _402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2. ❑ Steel ❑ Steel ❑Not Observable ' 6 [Fill ❑Not Applicable [Fill' 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 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 [F13]1 insulation 2tR-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑Complies [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/l00 ❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either.Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handier enclosure. 403.3.2.1 Air handler leakage designated ❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to []Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [Flll]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High impact(Ter 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE MARCOE RESIDENCE Report date: 04/20/17 Data filename: Page 7 of 9 section Plans Verified Field Verffied #� Final Inspection Provisions Value Value Complies? Comments/Assumptions &R .11) 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 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 not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically tum 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 [F129]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 ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑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 104QF. 403.5.4 Drain water heat recovery units ❑Complies [FI3112 tested in accordance with CSA ❑Does Not B55.1.Potable water-side ❑Not Observable pressure loss of drain water heat recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units<2 psi for Individual units connected to three or more showers. _ 404.1 75%of lamps in permanent ❑Complies (F16]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable ❑ lighting. Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not ONot Observable ❑Not Applicable 1 High Impact(Ter 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE MARCOE RESIDENCE Report date: 04/20/17 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &R .11) 401.3 Compliance certificate posted. ❑Complies [F1712 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI1813 mechanical and water heating ❑Does Not systems have been provided. ❑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:THE MARCOE RESIDENCE Report date: 04/20/17 Data filename: Page 9 of 9 2015 IECC Eriergy Efficienc��,,,i C",eertificate Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 23.00 Ceiling/ Roof 30.00 Ductwork(unconditioned spaces): Window 0.30 0.28 Door 0.29 0.32 Heating System• Cooling System• Water Heater. Name• Date• Comments } 4 Generated by REScheck-Web Software D � Compliance Certificate NOV - 9 2017 Project THE MARCOE RESIDENCE TOWN OFSOtJIHOI.D Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: 2017-05-03TO4:00:00.000Z Permit Number: BP # 41599 Construction Site: Owner/Agent: Designer/Contractor: 2978 LIGHTHOUSE ROAD KIRK MARCOE FRANK UELLENDAHL SOUTHOLD, NY 11971 OWNER ARCHITECT Compliance: Passes using UA trade-off Compliance: 2.1%Better Than Code Maximum UA. 433 Your UA. 424 Maximum SHGC. 0.40 Your SHGC. 0.29 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. Flat Ceiling or Scissor Truss 617 38.0 0.0 0.030 19 Ceiling: Cathedral Ceiling(no attic) 1,119 30.0 0.0 0.034 38 Wall Wood Frame, 16" o.c. 1,670 13.0 0.0 0.082 89 Door- Glass Door(over 50%glazing) 188 0.290 55 SHGC: 0.32 Door-Glass Door(over 50%glazing) 33 0.300 10 SHGC:0.24 Door:Glass Door(over 50%glazing) 70 0.300 21 SHGC. 0.24 Window:Wood Frame 155 0.300 47 SHGC: 0.28 Window:Wood Frame 11 0.290 3 SHGC: 0.28 Window-Wood Frame 67 0.290 19 SHGC:0.29 Window Wood Frame 54 0.310 17 SHGC: 0.28 Window Wood Frame 5 0 2 SHGC: 0.25 Wall.Wood Frame, 16" D.C. 607 23.0 33 Floor- All-Wood joist/Truss 23.0 0. 71 r- Project Title: THE MARCOE RESIDENCE a, Report date: 11/08/17 Data filename: Page 1 of10 4216 ` FN- Compliance Statement. The proposed building design describe r ' co 'stent with the building plans, specifications,and other calculations submitted with the permit application.The propos d u' n en designed to meet the 2015 IECC requirements in REScheck Version . REScheck-Web and to comply with the mad o nts listed in the REScheck Inspection Checklist. 1! AM Name-Title i aftfre Dat Project Title: THE MARCOE RESIDENCE Report date: 11/08/17 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web 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 Value Value Complies? Comments/Assumptions & Re .ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the di building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. []Not Observable ko Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating. ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling Manual]or other methods ❑Not Observable d� Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE MARCOE RESIDENCE Report date: 11/08/17 Data filename: Page 3 of 10 Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 A protective covering is installed to ❑Complies [F011]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE MARCOE RESIDENCE Report date: 11/08/17 Data filename: Page 4 of 10 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, ❑Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or 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 ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/i.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish []Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑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. ❑Does Not MW ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to>_R- ❑ 3 Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not +�! ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: THE MARCOE RESIDENCE Report date: 11/08/17 Data filename- Page 5 of10 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: THE MARCOE RESIDENCE Report date: 11/08/17 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑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 instructions and ❑Does Not [IN2]1 in substantial contact with the 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 members. 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation V, requirement applies(FR10). ❑ Steel E] Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: THE MARCOE RESIDENCE Report date: 11/08/17 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [F11]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑ 300 ft2. Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 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. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑Complies [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. []Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F[27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including the manufacturer's air handier 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]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable []Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. []Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: THE MARCOE RESIDENCE Report date: 11/08/17 Data filename: Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions 6c Req.ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed []Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 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 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 ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑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 1044F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not 855.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [F[23]3 no continuous pilot light. ❑Does Not U ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE MARCOE RESIDENCE Report date: 11/08/17 Data filename: Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &R .11) 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: THE MARCOE RESIDENCE Report date: 11/08/17 Data filename: Page 10 of 10 This combination qualifies for a Federal Energy Efficiency tax Credit when it ILA101 placed in service between Feb 17,2009 and Dec 31,2016. founwal CERTIFIED' Certificate of Product Rutin s WIN AHRI Certified Reference Number 201454573 Date•08-23-2018 D tsii 1 , Old AHRI Reference Number:9096948 AHRI Type•RCU-A-CB f AUG 2 7 2018 Outdoor Unit Brand Name.RHEEM Outdoor Unit Model Number (Condenser or Single Package).RA1642AJ1 T 17 Indoor Unit Model Number(Evaporator and/or Air Handler) RCF4824HTA T' 3"TSD Furnace Model Number R96VA0852521M Region All(AK,AL,AR,AZ,CA,CO,CT,DC,DE,FL,GA,HI,ID,IL,IA,IN,KS,KY,LA,MA,MD,ME,MI,MN,MO,MS, MT,NC,ND,NE,NH,NJ,NM,NV,NY,OH,OK,OR,PA,RI,SC,SD,TN,TX,UT,VA,VT,WA,WV,WI,WY,U.S. Territories) Region Note. Central air conditioners manufactured prior to January 1,2015 are eligible to be installed in all regions until June 30,2016.Beginning July 1,2016 central air conditioners can only be Installed in region(s)for which they meet the regional efficiency requirement. The manufacturer of this RHEEM product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI 1210/240 with Addenda 1 and 2,Performance Rating of Unitary Air-Conditioning&Air-Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored,independent,third party testing: Coding Capacity(A2)-Single or High Stage(95F),btuh:42000 SEER 16.00 EER(A2)-Single or High Stage(95F) •13.00 t'Active'Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale;OR new models that are being marketed but are not yet being produced'Production Stopped"Model Status are those that an AHRI certification Program Participant is no longer producing BUT is still Nefiing or offering for sale. .W,rhga that era arxbmoanisd by WAS indicate an involuntary re-rate. The new oublisned ratino Is shown alone with the orevkxis n e was)reting DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed In the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI.This Certificate shall only be used for Individual,personal and confidential reference purposes.The contents of this Certificate may not.In whole or In part,be reproduced;copied;disseminated; entered Into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's Individual, personal and confidential reference. AIR�CONDITIONING.HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridirectory.org,click on'Verify Certificate"link 4, Id,b<•i and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, which is listed above,and the Certificate No.,which Is listed at bottom right ------ 02018Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 131784960484272876 FORM NO.X33-1449 SUBMITTAL SHEET FOR RA16 SERIES 11/2 TO 5 NOMINAL TON [5.28 TO 17.6 kW], EFFICIENCIES UP TO 16 SEER/13 EER AIR CONDITIONER UNITS JOBNAME m�rCoC— 0-e 5' De 'NC-C- LOCATION CONTRACTOR (Y r/�( rot n S Nc a ""� ��`'t ` g ORDER NO. t ENGINEER UNIT MODEL NO. A 1 b �Io�/q I SUBMITTED FOR []APPROVAL RECORD COIL MODEL NO. C f k,?_cAj TA DATE / _3� Al ER MODEL NO. �� V D 13 Z 5 Z f ru en qct FEATURES FOR RM6 SERIES AIR CONDITIONER UNITS • New composite bees pan-dampens sound,captures louver panels,eliminates corrosion and reduces number of fasteners needed UNIT DATA Powder coat paint system-for a long lasting professional finish COOLING e• • Scroll compressor-uses 70%fewer moving parts for higher efficiency did MANCE increased reliability EFFICIENCY .. SEER • Modem cabinet aesthetics-increased curb appeal with visually appealing design MBH • Curved baser panels-provide ultimate coli protection,enhance cabinet strength, TOTAL CAPACITY'.................... [ 1 and increased cabinet rigidity SENSIBLE CAPACITY'.............. MSH[kwJ . Optimized fan orifice-optimizes airflow and reduces unit sound OUTDOOR DESIGN TEMP......... "F["CJ DB • Rust resistant screws-confirmed through 1600-hour raft spray testing TEMP.OF AIR ENTERING • PIusOnqTM Expanded Yaffe Space-3"-4'-5"service valve apace-provides a EVAPORATOR COIL.............. "F[°CJ DB minimum working area of 27-square inches for easier access °F[°C]wB • PlusOneT"Triple Service Access-15'wide,industry leading comer service access-makes repairs easier and faster. The two fastener removable comer POWER INPUT REQUIREMENT.......... kW allows optimal access to internal unit components.Individual lower panels come Pu•es blower motor nems out once fastener is removed,for faster coil cleaning and easier cabinet reassembly HEATING PERFORMANCE • Diagnostic service window with two-fastener opening-provides access to the high and low pressure. EFFICIENCY.................................. HSPF • External gauge port access-allows easy connection of"low-loss"gauge ports TOTAL CAPACITY'.................... MBH[kW] • Single-row condenser coil-makes unit lighter and allows thorough coil cleaning to maintain"out of the box"performance OUTDOOR DESIGN TEMP......... "F["C]DB . 35%fewer cabinet fasteners and fastener-free base-allow for faster access to TEMP.OF AIR ENTERING internal components and hassle-free panel removal EVAPORATOR COIL.............. "F[°Cj DB • Service trays-hold fasteners or cape during service calls SUPPLY BLOWER e• • OR code-provides technical information on demand for faster service calls MANCE • Fan motor hamees with extra long wires allows unit top to be removed without TOTAL AIR SUPPLY.................. CFM[L/9) disconnecting fan wire. TOTAL RESISTANCE EXTERNAL TO UNIT........................................ IWG ACCESSORIES/OPTIONS BLOWER SPEED.............................. RPM Compressor Crankcase Heater ...........................................................................❑ POWER OUTPUT REQUIREMENT .... BHP Low Ambient Control(Model No.RXAD-A08)..............................................................❑ MOTOR RATING .......................... HP CM Compressor Sound Cover............................................................................................❑ CompressorHard Start Kit............................................................................................ POWER INPUT REQUIREMENT.......... kW Classic Top Cap wllabel(91-101123-21)......................................................................❑ ELECTRICALDATA Low Pressure Control(RXAC-A07)............................................................................... POWER SUPPLY.......................... Hz High Pressure Control(RXAB-A07) ..............................................................................❑ TOTAL UNIT AMPACITY.................. AMPS MINIMUM WIRE SIZE...................... AWG ..r•+..e..r••1�1 MAXIMUM OVERCURRENT DEVICE FUSES/HACR BREAKER ............ AMPS -a..e.e�...•) CLEARANCES * I t. � ACCESS SIDE 24'0609.8 mm] +' v ® C US s ,u. AIR INLETS 12'[304.8 mm] LISTED ABOVE UNIT 60" [1524 mm] r RA1618,24,30, 36.42,48,60 ALLOW 80"[1524 mm] OF CLEARANCE A Ft W D 1 5 C L N G E H SERVICE PANELS/ INLET CONNECTIONS/HIGH&LOW VOLTAGE ACCESS ALLOW 24'[810 mm]OF CLEARANCE AIR INLET LOUVERS ALLOW Or[152 mm]MIN.OF CLEARANCE ALL SIDES 12'[305 mm]RECOMMENDED ST-A1226-02-00 Unit Dimensions OPERATING SHIPPING MODEL H(Height) L(Leng&) W(Width) H(Height) L(Length) W(Width) NQ. INCHES mal INCHES mm INCHES mm INCHES mm INCHES mm INCHES mm RA1618 27 685 29.75 755 29.75 755 27.375 695 32.25 819 32.25 819 RA1624 27 685 33.75 857 33.75 857 27.375 695 36.25 921 36.25 921 RA1630 27 685 35.75 908 35.75 908 27.375 695 38.25 972 38.25 972 RA1636 1 31 1 787 35.75 908 35.75 908 31.375 797 38.25 972 38.25 972 RA1642 39 990 1 35.75 1 908 35.75 908 1 39.375 1 1000 38.25 972 38.25 972 RA1648 45 1 1143 35.75 908 35.75 908 45.375 1153 38.25 972 38.25 972 RA1660 1 51 1 1295 35.75 908 35.75 908 51.375 1 1305 38.25 972 1 38.25 972 [ I Designates Metric Conversions Before proceeding with installation,refer to installation instructions packaged with each model,as well as complying with all Federal,State,Provincial,and _ Inc- Local Codes,regulatiorla,and practices. O.Box a17010.Fortes Synxth, AR 72917 9n keeping with its poffcy of continuous progress and product improvement,Rheem reserves the right to make changes w1thout notice." PRINTED IN U.S.A. 3-15 OG FORM NO X33-1449 •FORM NO.X33-1431 EcoNet Enabled Modulating Upflow Gas Furnaces (-)97V Series - 97% A.F.U.EJ Input Rates 60 to 115 kBTU [11.57 to 33.71 kW] JOB NAME m A"C-L 'r C S, 2c A LL MODEL NO. 10 Z S2 M CONTRACTOR C,'A4.4,S �r�� + G=tet OUTDOOR UNIT MODEL NO. CL 1`A I L1 7- ENGINEER ENGINEER LOCATION SUBMITTED�FOR []APPROVAL E]RECORD ORDER NO. DATE U' 2_3//,r FEATURES FOR(-)97V UNIT DATA x 97%residential gas fumace CSA certified PERFORMANCEHEATING ■ Upflow TOTAL CAPACITY INPUT' ...... MBH[kW] Modulating operation to save energy and maintain optimal comfort level. ■ Variable speed blower motor technology provides ultimate humidly control, TOTAL CAPACITY OUTPUT'...... MBH(kW) quieter sound levels,and year round energy savings. DESIGN TEMP RISE ..._.___'F rq DB • EcoNet'enabled HVAC Product AFUE ... ........... ........... ....... % ■ PlusOne"Diagnostics 7-Segment LED all units ■ PlusOne"Ignition System-DSI for reliability and longevity CALIFORNIA SEASONAL ■ PlusOne'"Water Management System with patented Blocked Drain Sensor EFFICIENCY ............... ................-- —% rUMWWW rt„r„heat) ■ Heat exchanger is removable for improved serviceability.Aluminized steel primary and stainless steel secondary construction provide maximum SUPPLY AIR BLOWER PERFOnMANCE corrosion resistance and thermal fatigue reliability. ■ Low profile"34 inch"cabinet Ideal for space constrained installations. TOTAL AIR SUPPLY.................. CFM[Us] s Blower Shelf design-serviceable in all furnace orientations TOTAL RESISTANCE EXTERNAL ■ Pre marked hoses-insures proper system drainage TO UNIT.. .. ........ ............. I{NG • Vent with 2'or 3"PVC BLOWER SPEED..... ................. .. RPM ■ Replaceable collector box POWER OUTPUT REQUIREMENT .... __ _ BHP ■ Hemmed edges on cabinet and doors • Quarter tum door fasteners for tool less access MOTOR RATING .................._...... HP ■ Integrated control boards feature dip switches for easy system set up POWER INPUT REQUIREMENT.......... kW ■ Self priming condensate trap ■ Solid bottom included ELECTRICAL DATA ■ For optimal performance an EcoNet Control Center is recommended;must POWER SUPPLY .......... ... ... ... Hz be paired with an EcoNet enabled heat pump or air conditioner,for a fully TOTAL UNIT AMPACITY.............. AMPS communicating HVAC system. ■ Modulating Function:when used with an EcoNet Control Center modulating MINIMUM WIRE SIZE ...... _ AWG thermostat,modulation rate between 40%and 100%of total capacity. MAXIMUM OVERCURRENT DEVICE ■Two-stage Function: when used with a two-stage thermostat, furnace FUSESJF L4CR BREAKER ............ PS operates at 40% on first stage, and stages up to 65%, then 100% for second stage. ■ Multistage Function: when used with a single-stage thermostat,furnace ..� functions as a three stage furnace operating at 40%,65%and 100%of total capacity. / J tAFU.E Wesal Fuel Utikalim Eftientyi calcuated in accordance with Department of Energy tart pmood ow. FIELD INSTALLED ACCESSORIES All ffKxjws aXCW(-)e7VAM Vent Termination Kits Concentric: Vertica`Horizontal=RXGY E-03A-E02A(US&Canadian j I \ Installations a e t l Combustion Air Drain Kit _ RXGY D05,RXGY DW ........................................................................11 Neutralizer Kit:RXGY--A01.............._....................................................0 External Bottom Filter Rack RXGF-CB........................................................Q External Side Filter Rack RXGF-CD............................................................ External(Downflow)Filter Rack RXGF-CC.................................................. High Altitude Kits RXGY F43-F47................................................................0 FitterRack RXGF-CD ..................................................................................Q 1 ' w FRONT BOTTOM 1w TOP A OPTIONAL—, 142—4—, — _ 141 -9 a I - OPTIONAL nNSR w w wN its SUPPLY AIR O IBohd A 24TK PW""N .26WP31 mm1 leer I mm L24' RE7UPN 23/hr PO w Am i9mhr M Iae4 mm] � nT I 11 �12m � --M (46 m,N fM�--r4Z mml O A 264+r R86"r"1 2644 Ree mm] 244 CM—1 25r/1d 164e mmI 28+hr(719264u•ps mml OPTIONAL M CONDENSATE.- DRAM owNSL OM 1+K t6D4 mm] w 22V+d 1667"MN OPTIONAL 12e mmI ne mm) coNoe+GAIEeAiEoww 22Nd LOCATION Pas mml e1ORIZONTW 649 CONNECTION CDNa TION YAK TRAP LOCATION P35-4 TRAP whd [f•--CLO 23�� OPTIONAL COMBUSTION LOCATION Moe f Tse In+d 1806"mil VENT L.oCATION ({pq }W C+�mNN OPTIONAL CONDENISME' 2eud Dn4N 4VU R dPTIONALvENr 17W R3 n+t rAN INLET1416 17+hd COIC84UTE DRAM —T " I44s"rLOWVOLTAaE WPP D" iS+K 32"he 2M/r' YYIIrKP 14' ELECTRICAL CONN OCTIDNN (461 on T"R� l!E VOLTAGEVOLTAGEpe"�N LINE VOLTAGE ppM�Cf WIRING 02 22-0 ON w 12676 2W,d R74 mml Y 11�Ar n s 2Y PW 2pf,fpumlE�j RM" PWMMI 1279 mml RD3"ICN RIQW SM LEFT BIDE UNIT DIMENSIONS(CLEARANCE TO COMBUSTIBLES) MI IMUM CLEARANCE(IN.)[MM) SHIP WGTS. FLANGE DIMENSIONS MODEL EDT RIGHT LBS.)Ikgl A 0 C ((-)97VSSIDE SIDE BACK TOP FRONT VENT 050 0 0 0 11251 2(51) 0 128 [581 17112(445] 16t7164 413] 1673/rA[412) 070 0 0 0 1[25) 21511 0 132 [60) 17112[445) 1617164[413) 1653/e4[412) 015 0 0 0 1[25] 2[51) 0 147.5[67] 21 [533] 1949164[502] 19+9/64[500] 100 0 0 0 1[25] 2[51] 1 0 152 [69) 21 [533) 1 1940/64[502) 1940/64[500] 115 0 0 0 1(25) 2[51] 0 165 [75] 24112[622) 1 2311/64(591) 1 2313/64[589) •A service clearance of at least 24"is recommended in front of all hawes [ ]Designates Metric Conversions Supply and return depicted as upfbw oonrquration. Range configuration will vary depending on Installation orientation. Before proceeding with installation,refer to Installation Instructions packaged with each model,as well as complying with a6 Federal,State,Provincial,and Local codes,regulations,and practices. 'in keeping with its policy of continuous progress and product improvement,Manufacturer reserves the right to make changes without notice." PRINTED IN U S.A. B-1606 FORM NO X33-1431 Gas Furnaces APO Air FW Serle@ / 11 The new degree Of COrtllc" Rheem Prestige® Series EcoN'{_Pos ton led Two-Stage Variable Speed M , i Gas Furnaces R96V-Series 960/,A.F.U.E.t Input Rates from 40 to 115 kBTU [11.72 to 33.71 kW] f A.F.U.E.Wvw W Fuel L111 n E1froi°m.71 wed in amdanc°wM pepwVna@ of ErMW t9a pocedurm 0 EcoNet • Heat exchanger is removable for improved serviceability. @ 96%residential gas furnace CSA certified Alumin'lzed steel primary and stainless steel secondary con- design struction provide maximum corrosion resistance and themlai • 4 way mufti-poiseand maintain optimal fatigue reliability. Two stages of operation to save energy a constrained comfort level. • Low profile"34 inch cabinet ideal for spat @ Variable speed blower motor technology Provides ultimate installations. serviceable in all furnace orientations humidity control,quieter sound levels,and year round energy @ Blower Shelf design insures proper system drainage savings. of a new One of Rheem • Pre marked hoses- • The Prestige'Series g an wpart Products-Using the • Vent with 2"or 3"PVC smart heating,cooling and water heating P Replaceable Collector box r technology and a po`^rerful EcoNet'monitor- ' s on cabinet and doors latest in m,R rovides homeowner's with a new levet of . Hemmed edge Ing system,Rheem p savings Rheem smart heating, for tool less access protection,melon,control and energy Products will alert the homeowner • Integrated tc control boards feature dip switches for easy coop and water hearing prod contra if there is ever an issue via the EcoNet Smart Thermostat` lt syr �.t up and the EcoNet Mobile app.The EcoNet Mobile APP makes their comfort environment @ Self priming condensate trap easy for homeowners to manage n the convenience and . Solid bottom included at home or on go.while enjoyi 9 thermostats.For optimal savings benefits of a highly efficient system. . Compatible with single or two stage ,. °stat is recommended. • PlusOne Diagnostics 7-Segment LED all units performance a two stage therm • PlusOne"Ignition System-DSI for reliability and longevity • PlusOne"'Water Management System with patented Blocked Drain Sensor FORM NO G11-6A0 REV L -00 Air I R96 Series &Specifications Physical Data and Specifications-Alpflow Models U.S.and Canadian Models MODEL NUMBERS R06VA0402317MSA R26VA0602317MSA RSNA0702317MSA RBSVA0852521MBB R96VA1002521MSA ROSVA1152524MSA HIGH FIRE INPUT BTU/HR O 42,000[12.311 56,000[16.41] 70,000[20.50] 94,000[24.611 98,000 28.721 112,000[32.82] LOW FIRE INPUT 29,400 [8.61] 39,200[11 491 49,000[14.36] 58,800[17.23] 68,600[20.11] 78,400[23.00] HEATING CAPACITY BTU/HR[kW] 41,000(12.02] 55,000[16.12] 68,000[19.93] 82,000[24.03] 95,000[27.84] 109,000[31.94] HIGH ALTITUDE OUTPUT 36,288[10.64] 48,384[14.18] 60,480[17.721 72,756[21.27] 84,672[24.811 96,768[28.36] 10%DERATE o BLOWER(DxW) 110 11x8 11x8 11x10 11x10 11x11 [mm] 1279 x 1781 [279 x 2031 [279 x 2031 [279 x 2541 1279 x 2541 [279 x 279] MOTOR H P RV 112(373]E.C.M. 1/213731 E.C.M. 1/213731 E.C.M. 3/4[5591 E.C.M. 31415591 E.C.M. 3/4 15591 E.C.M. TYPE MIN.CIRCUIT AMPACITY 8.00 7.00 9.00 12.00 12.00 12.00 MIN.OVERLOAD PROTECTION DEVICE 15.00 15.00 15.00 15.00 15.00 15.00 MAX.OVERLOAD PROTECTION DEVICE 15.00 15.00 15.00 20.00 20.00 15.00 MINIMUM EXT.STATIC PRESSURE 18[.045] .20[.0501 .23[.0571 .28[.0701 .28[.070] .28[.0701 (IN.W.C.)[kPaj MAXIMUM EXT.STATIC PRESSURE 1.0[0.2491 1.0 102491 1.0[0.2491 1.0[0.249] 1.0[0.2491 1.0[0.249] (IN.W.C.)[kPa] HEATING CFM®MAX 1250[5901 1250[590] 1190[5621 1850[873] 1965[9271 1700[8021 W.C.E.S.P[Us] FACTORY SETTING HEATING CFM Us 950[448] 1025[4841 1015[4791 1470[6941 1710(807] 145016841 COOLING CFM 0.5'[124 kPal 1050[496] 1050[4961 1050[4961 1750[826] 1750[826] 1750[826) W.C.E.S.P[Us] TEMPERATURE RISE-HIGH FIRE 20-50 30-60 40-70 30-60 40-70 45-75 RANGE IN DEGREES'F['Cl [11-281 [17-331 [22-391 117-331 [22.39] [25-421 TEMPERATURE RISE-LOW FIRE 15-45 20-50 30-60 20-50 30-60 35-63 RANGE IN DEGREES'F[°C] [8-251 1 (11-28) [17-331 [11-281 [17-331 119-361 APPROX.SHIPPING WEIGHT 128[581 128[581 132[601 147.5[671 152[691 165[751 (LBS.)[k91 AFUE M 96.00% 1 96.00% 96.00% 96.00% 96.00% 96.00% NOTES: All models are 115Y,60HZ,1 phase Gas connection size for all models is Ile[13 mm]N.P.T. J Installation instructions for high altitude derate. 2 Canadian installations only. In accordance with D.O.E.test procedures. 'S=Standard Models NOTE:Standard model complies with California low nox requirements. I 1 DeeigneWs Metric Comrsrsions •FORM NO C11.217 x= "'"' i AW) OOR RCFH- featuring Industry Standard R-410A Refrigerant OA CASED HORIZONTAL COILS FOR GAS AND OIL FURNACES AIRFLOW CAPACITIES 600-19900 CFM [283-897 US] Rheem"Indoor Coils are designed for use with Rheem out- door units and are available for vertical uptlow or downflow, and horizontal left or horizontal right airflow.When matched with Rheem outdoor units, the coils provide a nominal capacity range from 24,000 BTU/HR [7.03 kW] to 60,000 BTU/HR 117.58 kW]. ■ Constructed of aluminum fins bonded to internally grooved copper tubing. ■ Coils are tested at the factory with an extensive-refdger- ant leak check. ■ Coils have sweat refrigerant connections. ■ Ideally suited for new installations or add on air conditioning. ■ Features 3/4"114.1 mm]N.P.T.Condensate drain connec- tions for ease of connection. ■ Coils are AHRI certified for system application with variety of Rheem outdoor units. ■ Condensate drain pan is constructed of high grade,heat resistant,corrosion free thermal-set material. ■ Compatible with Germicidal Light System(UV resistant) ■ Unique drain pan design maximizes application flexibility and condensate removal. c �L us LISTED MODEL NUMBER DATA R C F H - AH 24 17 A C Gas Furnace Coll c= C=Cased Design Series ArailaMe Models of RCFH Coils CabinetWidtlr RCFH-AH2414AC 14=14"[355.6 mml RCFH-AH2417AC 17=17.5'[431.8 mm) RCFH-AH3617AC 21=21'[533.4 mm] 24-24.5"[609.6 mm) RCFH-AH3621AG Cooling Capacity RCFH-AH4821AC 24=24,000 BTU44R RCFH-AH6021AC [7.03 kW) RCFH-AH4824AC 36=36.000 BTUMR RCFH-AH6024AC [10.55 kW) 48-48,000 STUMR [14.06 kW) 60-60,000 BTUIHR 117-58 I(M Design Series AH=A/C Horizontal Position Purchased R410 Coll Martex F-Product Generation ClaselNcstlon C-Coil Ttadebrand Rheem Table 1: Coil Specifications/Airflow Pressure Drop Approx. FreeArea Static Pressure Drop Through Wet Cooling Caex l[kPa][IndW.C.)CFM MI can Design Fkrs-in. Alf Pon NIodd CFM[ULa] R' Deep 600 700 800 906 1000 1100 1200 1300 1400 1500 1600 1700 16W 1900 Range [m"I [M) [�1 [378) [�1 14721 15191 [�1 [614) [6611 [M1 [756] [eel [8561 18971 HIGH EFFICIENCY COOLING COILS RCFt(AH2414AC OXI 3.75 151/3 0.13 0.17 0.23 026 0.31 0.36 [2631472) 10.351 [.0321 [.0431 1.061 1. I 1.078] 1.0911 RCR0142447AC 60011000 4.72 15/3 0.12 0.15 0.20 0.21 0.23 027 [283/472] [0.441 [.030] [.039j [.0501 1 [,0531 [.0581 1.0691 RCFH AH36ttAC 9W400 4.72 0.20 021 0.23 0.27 0.31 0.35 RC"361TAC [424M11 10-441 1513 0.20 0.21 0.23 0.27 0.31 0.35 [424/661] [0.44) [.0501 [.0531 [.0581 [.0691 [.0801 [.0891 900/1400 5.69 0.12 0.13 0.14 0.17 0.19 021 RCFH AH3621AC [4241661] 10.531 1513 [.030] [.0321 [.�) 1.0431 [.0491 [.053) 1200/1800 5.69 0.14 0.15 0.17 0.20 022 0.24 RCFH-AH4821AC (566/850) [0.531 1414 [.0351 [.0361 [.043] [.0501 1.6561 1.0601 1600/1900 5.69 026 0.29 0.32 0.35 RCR4-AH6021AC (755/897) 10.531 1514 [.0661 [,0731 [.081] [.0891 RCFH-AH4824AC 1201800 6.67 1519 0.09 0.11 0.12 0.13 0.15 0.17 [566/8501 [0.621 [.0201 [.0271 [.0301 1.0331 1.0361 1.0431 RCfH AH6024AC 160011900 6.67 15x4 020 0.22 0.25 0.27 (7M971 [0621 [•0601 [.0.22 10631 1.0701 NOTE:Represents Coll-Only Alrtlow Ratings [ I Designates Metric Conversions 2 Rheem Heating,Cooling and Water Heating Table 2:Coil Dimensions and Weights Be "01i HprtmMai cased"A"Coils RConnedion Size(in.)[mm] A 0 Shipping Weight MON Wild Swoon (Iba.)[Kg-] RCFH-AH2414AC .(19.1} 14 [355.61 12 7/e [3271 45[20.41 RCFH-AH2417AC 171/21444.51 16%[415.9} 54[24.4[ RCFH-AH3617AC 54[24.4[ RCFH-AH3621AC [95j 60[27.21 RCFH-AK4821AC 211121533-41 19 7h[504.61 66[30.61 RCFH-AH6021AC 1/8122-21 68[30.81 RCFH-AH4624AG 241/2[622.31 23 3e[593.71 70[31.71 RCFH-AH6024AC 72[32.61 PREFERRED AIRFLOW L LIQUID LINE I SUCTION LINE SIDE VIEW FRONT VIEW 21• 1533A mm] ev1s� -ju T '13,970-1 A B JA 00 j4 26ve —� 1 [873.1 mmJ 113.970 mm) [505.5 mm) [ ]Designates Metric Conversions Rheem Heating,Cooling and Water Heating 3 A-b d 5 �a VMGY OR f IT is IS UNLAWFUL YORs S F OR 0- ?�fITOUT HCERTIFICA'riE OF OCCUPANCY -muss PLACARDING R Q UIREU TIFICA TION CONTENT-N LEAD CONT PLUMBING .,)TIIFICATE OF OCCUPANCY d" PIUMONG WASTF COLDER USED IN WATER U,F-PLYSYSTEM CANNOT X—EED 2/10 OF 1% LEAD. FLT ST0R',,l VVP,ri'L_PMK",,"0FF FUM,2',U','JJ TO CHAPTER 233 OF THE TO%%'P� CODE. GENERAL NOTES DESIGN CRITERIA: ? ZO 1 ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF \ I Z ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING LIVING AREAS AND DECKS - 40 PSF. �J w CODE (IBC) AND THE 2015 INTERNATIONAL ENERGY SLEEPING AREA - 30 PSF. / W _ CONSERVATION CODE (IECC) AND LOCAL AUTHORITIES. WIND SPEED - 130 MPH w m 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B o MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE FROST LINE DEPTH - 36" ;" - MARCOE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- TERMITE - MODERATE TO HEAVY LARCH STRUCTURAL GRADE #2 OR BETTER. DECAY - SLIGHT 5E RESIDENCE ICE SHIELD UNDERLAYMENT REQUIRED - YES 4 PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL Mau STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGN IN ACCORDANCE WITH AMERICAN FOREST PARTITIONS, EXCEPT AS NOTED ON DRAWING. PRODUCTS WOOD FRAME CONSTRUCTION MANUAL SOUTHOLD, NY 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD ® 2978 LIGHTHOUSE RD FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT WINDBORNE ARCHITECT 0 FRANK UELLENDAHL 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE DEBRIS PROTECTION SCHEDULE PROPOSED NORTH-WEST ELEVATION o 123 CENTRAL AVENUE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF o P.O.BCX 316 CONSTRUCTION AND ORDERING OF MATERIALS. THIS m GREENPORT, NY 11944 FOUNDATION HAS BEEN DESIGNED FOR A SOIL o TEL. 631-477 8624 BEARING CAPACITY OF TWO (2) TSF AND GRADES PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT MIN 7/16 INCH ARE TO BE PROVIDED TO COVER TH THESE CONDITIONS ARE MET. ALL FILL BENEATH THE GLAZED OPENINGS OF THE PROJECT: OWNERS CONCRETE SLABS TO BE COMPACTED TO 95% FASTENER TYPE: 1/4" LAG SCREW BASED ANCHOR WITH KIRK MARCOE RELATIVE DENSITY. 2-INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, _ & LAURA BENSON 613 E 6TH ST., APT 1 G w NEW YORK, NY 10009 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE - U� TEL. 917-881-2715 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER WINDOW SCHEDULE 3 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE - MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 8. PROVIDE FIRESTOPPING AT ALL LEVEL PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400/200 SERIES. \' F;.'•1 i. PENETRATIONS GLASS TO BE HIGH PERFORMANCE LOW-E GLASS ? T'z 4 t4'.a11 SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HARDWARE - METRO COLLECTION: ANVERS, SATIN NICKEL FINISH CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERIOR FINISH: PINE - TO BE PAINTED i " AND DECKS ETC. GRILLES AS PER ELEVATIONS. FULL DIVIDED LIGHTS 1H �' �1 Vol, 10 DO NOT SCALE DRAWINGS. Mark Size Description Quantity 11 DESIGN CONSULTANTS OR RECORD ARCHITECT- A TW 20310 DOUBLE-HUNG - DR 5 ENGINEER ARE NOT RESPONSIBLE FOR THE B A21 AWNING - DR 1 INSPECTION, SUPERVISION, OR ADMINISTRATION OF C TW28310 DOUBLE-HUNG - HALLWAY 1U THIS CONSTRUCTION PROJECT FEDERAL, STATE EXISTING NORTH-WEST ELEVATION J AND LOCAL ZONING AND BUILDING CODE COMPLIANCE D TW38410 DOUBLE-HUNG - LR 2 SHALL BE THE RESPONSIBILITY OF THE E FWH 2968 HINGED PATIO DOOR - LR, DR, BR1 3 w CONTRACTOR. F CN24 CASEMENT - BR1, BR2 3 G AW31 AWNING - BATHROOM 1 o 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO H NLGD16080-4 GLIDING PATIO DOOR 1 0 FACILITATE CONSTRUCTION AND SHALL NOT BE J TW 2472 DOUBLE-HUNG - BR2, SUNROOM 5 w CONSTRUED AS A CONTRACT BETWEEN BUILDER AND K FWH50611APLR HINGED PATIO DOOR - KITCHEN 1 0 OWNER. L AR31 AWNING - MUDROOM 1 EXISTING SCREENED—IN PORCH TO BE CONVERTED TO CONDITIONED FLOOR AREA M C25 CASEMENT - KITCHEN 1 13. THIS STRUCTURE HAS BEEN DESIGNED IN PORCH TO BE DEMOLISHED, SUNROOM WITH NEW CRAWL SPACE TO MAINTAIN SAME o _� o ACCORDANCE WITH THE NEW YORK STATE ENERGY FOOTPRINT, PROPOSED 8.5 x20 WOOD DECK OFF SUNROOM o CONSERVATION CODE. ALL WINDOWS TO BE REPLACED, ALL EXTERIOR WALLS TO BE RE—INSULATED w� SATE. 04/24/2017 14 ENGINEER TO BE NOTIFIED IN WRITING OF ALL DRAWING SCHEDULE FLOOR AND CEILING INSULATION TO BE BROUGHT UP TO CODE _¢ SCALE. 1/4" - 1'-0" �Z CHANCES PRIOR To AND DURING coNSTRucTION. PLUMBING AND ELECTRICAL WORK TO COMPLY WITH CODE TITLE SHEET 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES o DESIGN CRITERIA DESIGNED AND SPECIFIED BY OTHERS. A-2 EXISTING FLOOR PLAN z GENERAL NOTES 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-3 PROPOSED FLOOR PLAN BUILDING PERMIT APPLICATION o DWG. NAME INSURANCE NECESSARY TO PROTECT THE ENGINEER A-4 FOUNDATION PLAN AND OWNER. A-5 CROSS SECTION APRIL 26, 2017 0 C2 A-1 A-6 ELEVATIONS ®¢ DWG. NO 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-7 CONNECTORS, CRITICAL PATH FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-8 NAILING SCHEDULE, FRAMING NOTES J 26'-8 1/2' J > z Om 0 u) BATH J Z W O U n 0 W 0 V ZW U WOOD DECK — BR 1 _ _ _ BR 2 MARCOE CATHEDRAL CLG. CATHEDRAL CLG. OVER STORAGE SHED9._7" 6'_ 1/2" 1 \ �, 5" 12'_3 1/2" = RESIDENCE SOUTHOLD, NY / \ 2978 LIGHTHOUSE RD rj 1 \ U z ARCHITECT 0 RAILING FRANK UELLENDAHL 123 CENTRAL AVENUE P 0 BOX 316 m GREENPORT, NY 11944 TEL. 631-477 8624 J 12'-0" J 15-16 1/2" OWNERS KIRK MARCOE SCREENED PORCH o & LAURA BENSON LIVING ROOM o z 613 E 6TH ST., APT 1C CATHEDRAL CLG. NEW YORK, NY 10009 TEL. 917-881-2715 N 1 _ ILI gg� TmTqpp SVE rmoa N 1 0 z z 0 � z U d 3 M -FOYERI/ DR COVERED o CATHEDRAL CLG. PORCH 00 o U m ED 1 o \ / 16'-81 1/2"\ � 5'-6" J o w / w C7,' DATE. 04/24/2017 SCALE. 3/16" = 1'-0" 00 �o N 00 \ w EXISTING FLOOR PLAN �z z / \ EXISTING FLOOR PLAN o DWG NAME KITCHENA-2 / CATHEDRAL CLG. \ SCALE: 3/16" = 1'-0" J DWG. NO CATHMRX CLG ,5 6'-0 1/2" �, 9'_5" 12'-3 1/2" J EXT'G DECORATIVE RAILING TO BE REPAIRED Z ©AW31 m 0 � H ® NEW STUD WALL 2x4 RAFTERS TO BE FIRRED OUT ❑F 10W BY 2" TO RECEIVE R-30 CLOSED EXIST G WALL CELL INSULATION w m U Z ❑n Z � J E _ BR 1 w MARCOE WOOD DECK CATHEDRAL CLG. ❑ QUEEN ❑ 5 BR 2 Tw2472-2 -=� 8'-6" N RESIDENCE ovg ins fated M CH RM. 2068 — — — — — ❑ asp alt �eckln o be replaced - with EPDM roofing system w SOUTHOLD, NY 4� s D BENCH • o � 2978 LIGHTHOUSE RD s 0 3'-6" FS/7D z ARCHITECT RAILING o FRANK UELLENDAHL ❑E J fireplace 0 123 CENTRAL AVENUE =_ P.O.BOX 316 FWH2968AL o_ o GRLR631-477 TE1 8624 o00 2X4 R.R. @ 24" 0 C. 2X4 R.R. @ 24" O.C. 2X12 R.R. @ 16" 0 C OWNERS R-30 FOAM INSULATION o - F KIRK MARcoE INSTALL 2x6 R.R. @ 24" o C w ml - w/ R-38 BATT INSULATION o o & LAURA BENSON BETWEEN EXT'G 2x4 RAFTERS - �, o s13 E 6TH sr., APT is w NEW YORK, NY 10009 1/2" GYP.BD ON CEILING AND _ Z TEL. 917-881-2715 WALLS IN LR, SUNROOM, BR'S ext'g stair �, ❑ LIVING ROOM zl SUNROOM WD DECK Y =- to be repaired CATHEDRAL CLG. a CLG.HGT 8'-9" TIMBERTECH : �I WD FLOOR To MATCH EXT'G 170 SF ILEI/l 15'-16 1/2" 1'-4" TW2472-2 N o 0 o 6' 6" ❑ \ I 2x4 RAFTERS TO BE FIRRED OUT ❑ �� BENCH BY 2" TO RECEIVE R-30 CLOSED w _ _ 5 shelves CELL INSULATION v IS ND s ° — S D — co PANTRY z L CEILING AND WALLS TO BE CLAD — — — — N ¢ O WITH 1x6 HORIZONTAL T&G DISTRESSED SHIPLAP SIDING L — ® ® o Q ( N 0- 5 ❑A CG o a SILL HGT 72" o 11 -1 1/2" COAT HOOKS N \ / DW - L J REF. ❑ o 0 N AR31 w ` DR / 2'-0" SILL HGT 42" 2'-0".� 5'-0" z DATE. 04/24/2017 o s o SCALE. 3/16" = 1'-0" Q o =¢ PROPOSED p�ndgnt` FLOOR PLAN PROPOSED FLOOR PLAN DWG NAME / 15-2 1/2" \ 21'-8 1/2" 3'-0" _ o A-3 SCALE: 316" 1'-0" oQ DWG. NO Z m O NEW FOUNDATION o H Z W EXIST'G FOUNDATION N W o EXISTING x m • D CRAWL SPACE o C-3 Z PROPOSED: 2' RAT SLAB w U � J MECHANICAL ROOM N o — — — — — MMCOE �- 4" POURED CONCRETE SLAB Z / 8'-3" RESIDENCE WITH 6X6 10/10 WWM � 0 12'-3 1 2" _ ~clj _ 8" DIA. POURED CONC. FFG. ON 2" RIGID INSULATION DBL. FRAMING AROUND DECK WALLS CEILINGTTTOBBErSULATED INSULATEDww RR-23 — SOUTHOLD NY / N REPLACE EXT'G WOOD RETAINING WALL3 — 2978 LIGHTHOUSE RD WITH 8" CMU o 16x8 VENT, TYP. — --� ( = z ARCHITECT o z FRANK UELLENDAHL 'ZP-1 2X6 F.J. ® 24" O.C. 2X6 F.J. ® 24" O.C. 2X10 F.J. ® 16" O.C. 2X8 F.J. ® 16 O.C. 123 CENTRAL AVENUE i P. . X 316 w R-23 STONE WOOL INSULATION R-30 STONE WOOL INSUw BRIDGING J o Bo / I w/ LATION I / m GREENPORT, NY 11944 o TEL. 631-477 8624 8" DIA. POURED CONC. FOOTING i FOUNDATION NOTES 8" DIA. POURED CONC. FOOTING OWNERS BIGFOOT SYSTEMS. 2x8 LEDGER KIRK MARCOE STRENGTH - 3000 PSI AT 28 DAY ASTM C-94 FOOTING FORM BF20, TYP. BOLTED INTO BOX o & LAURA BENSON READY MIX CONCRETE. (OR: 20"x20"x12" FOOTING) o 0 613 E 6TH ST., APT 1G ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON w NEW YORK, NY 10009 UNDISTURBED SOIL. EXISTING r PROPOSED TEL. 917-881-2715 ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. CRAWL SPACE CRAWL SPACE 3 I PROPOSED: 2" RAT SLAB 2" RAT SLABON Emil MEMBRANE SUNROOM FOUNDATION ] 3/4" SUBFLOOR, NAILED AND GLUED 12" DIA. POURED CONC. FOOTING 2X10 FLOOR JOISTS 0 16" O.C. BIGFOOT SYSTEMS: R-30 STONE WOOL INSULATION (E.G.ROXUL) FOOTING FORM BF28, TYP co\ ( (OR: 24"x24"x16" FOOTING) I 2"X6 TREATED SILL 5/8" X 12" ANCHOR BOLTS 4'-0" O.C. \ J i w 8" POURED CONCRETE FOUNDATION WALL ON 1'-4" X 8" POURED CONC. FOOTING W/ KEYWAY — 3-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING 2" RAT SLAB ON o ' 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL _ ~ Z 0 2" RIGID FOAM INSULATION ON EXTERIOR WALL BITUMINOUS DAMPPROOFING TO GRADE SILL SEAL TERMITE SHIELD EXISTING 2X6 F.J. DBL. FRAMING AROUND DECK CRAWL SPACE �I I z ® 16 O.C. o III o m III o J 2'-9" o 0 0 0 w� _ DATE. 04/24/2017 EXISTING Q SCALE. 3/16" = 1'-0" �z CRAWL SPACE Y o PROPOSED �w FOUNDATION PLAN o� " PROPOSED FOUNDATION PLAN �o DWGNAME SCALE: 3/16" 1'-0" B¢ DWG. NO Z m ROOF CONSTRUCTION — ADDITION WALL CONSTRUCTION ON EXTENSIVE VEGETATED ROOF SYSTEM 1/2" GYPSUM BOARD „ Z ROOF PITCH. Ys PER FOOT 2x6 STUD WALL @ 16 O.C. J W EPDM RUBBER ROOF SYSTEM R-23 STONE WOOL INSULATION w m ON 3/4" CCA TREATED PLYWOOD SHEATHING 5/8 CDX PLYWOOD SHEATHING ROOF RUN-OFF TO GALV. INSULATED LEADERS TYVEK HOUSE WRAP OR �30 FELT PAPER e INSIDE WALL BEVELLED CEDAR SIDING O MATCH EXISTING MARCOE 2x12 R.R. @ 16" O.C. w BRIDGING ALL EXTERIOR TRIM TO MATCH EXISTING RESIDENCE R-38 STONE WOOL INSULATION = (e.g. ROXUL COMFORTBATT RESIDENTIAL) HURRICANE CLIP EACH ROOF RAFTER TO SOUTHOLD, NY WALL STUD CONNECTION EXPOSED RIDGE BEAM: j 2978 LIGHTHOUSE RD 3 1.75"x9.5" LVL - OR: 5.25"x9.5" PSL BEAM N 1/2 GYPSUM BOARD ( ) z ARCHITECT 0 FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 EXTENSIVE VEGETATED ROOF SYSTEM >' GREENPORT, NY 11944 TEL. 631-477 8624 OWNERS KIRK MARCOE 2212 R.R. (� 16" O.C. w R-38 INSULATION R-30 CLOSED CELL & LAURA BENSON HURRICANE CLIPS 16" / FOAM INSULATION BETWEEN o 6NEW YORK,NYA10009 EACH RAFTER 2x6 ROOF RAFTERS TEL. 917-881-2715 3 HEADER: OPENING TO KITCHEN (3) 1.75"x9.5" LVL3/4" DIA. TENSION ROD11 (3)1.75" X 14" LVL BEAM 0_4_ ,; E ,.: 4`S o a' PROPOSED _ EXISTING , 00 � °� SUNROOM o LIVING ROOM 'r J _ Y z 3 BENCH 16'-7 1/2" 0 U TIMBERTECH DECKING EXT'G 2X8 FLOOR SYSTEM o 2x8 D.J. @ 16" O.C. PROPOSED 2x10 F.J. 16" D.C. R-23 STONE WOOL INSULATION R-30 STONE WOOL INSULATION o _w (3)1.75" X 9.5" LVL BEAM EXISTING PROPOSED o 0 CRAWL SPACE w DATE. 04/04/2017 CZD 8'-3" ID CRAWL SPACE PB 66 STANDOFF BEAM BASE z SCALE. 3/8" '�' 2" RAT SLAB + + ,a 12" DIA. POURED CONC FOOTING PROPOSED w ° cross section a �o a j 41 2" RAT SLAB IN EXISTING CRFAWL SPACE (OPTIONAL) z o� DWG. NAME -� 8" DIA SONATUBE FT'G. BIGFOOT SYSTEMS: o A-5 FOOTING FORM BF28, TYP. CROSS SECTION DWG. NO (OR: 24"x24%16" FOOTING) SCALE: 3/8" = 1'-0" �¢ Z w Z J W x m o V w U MARCOE z RESIDENCE SOUTHOLD, NY 2978 LIGHTHOUSE RD z ARCHITECT 0 J FRANK L 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 11944 TEL. 631-477 8624 = OWNERS KIRK MARCOE & LAURA BENSON 613 E 6TH ST., APT 1 G w NEW YORK, NY 10009 TEL. 917-881-2715 UY f` NORTH WEST ELEVATION �- ;_ ' I SCALE: 3/16° = V-0" Hi JJ1' PY z f z o_ v> V d 2 d d 2 V U � Z O m D � o D Z � �U Qw p O DATE. 04/24/2017 o o =< SCALE. 3/16" = 1'-O" z ticz PROPOSED SW ELEVATION �z NW ELEVATION DWG. NAME 0 A-6 SOUTH WEST ELEVATION o¢ DWG. NO SCALE: 3/16" = 1'-0" Z m O 0 H J Z GREEN ROOFING SYSTEM WW w W ICESHIELD UNDERLAYMENT HURRICANE ENTIRE FLAT ROOF CLIP Z ElTYPICAL. MMCOE z RESIDENCE SOUTHOLD, NY RAFTER TO TOP PLATE 2978 LIGHTHOUSE RD SIMPSON H2A HURRICANE HEADER LATERAL AND SHEAR CONNECTION ARCHITECT CLIP NAILED FROM PROVIDE 8d COMMON WFCM TABLE 3.3 A - (PRESCRIPTIVE ALT TO TABLE 3.3) - 10 FT WALL HEIGHIo RAFTER TO STUD. - NAILS @ 4" O.C. ATN NAILS TOENAILED REQUIREDJ FRANK UELLENDAHL 4-8d COMMON TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL o 123 CENTRAL AVENUE 5 - 8d NAILS EACH END SHEATHING. IN EACH RAFTER AND TOP PLATE o P.O.BOX 316 GREENPORT, NY 11944 TEL 631-477 8624 APA RATED PLYWOOD TO EXTEND TO TOP OF TOP UPLIFT STRAP CONNECTION REQUIREMENT PLATE. ROOF TO WALL OWNERS WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT TO TABLE 3.3) - 12 FT ROOF SPAN KIRK MARCOE 5-8d COMMON NAILS IN EACH END OF & LAURA BENSON o 613 E 6TH ST., APT 1G 1-1/4" X 20 GAGE STRAP OR HURRICANE CLIP w NEW YORK, NY 10009 czj TEL. 917-881-2715 Y .ter". .,.•`��..'."� UPLIFT STRAP CONNECTION REQUIREMENT WALL TO FOUNDATION ✓J ` .,°�� (2) 1 1/4" WIDE - 20 GAGE WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 12 FT ROOF SPAN Q y` METAL STRAPS AT DOORS FOR 5-8d COMMON NAILS IN EACH END OF HEADER TO STUD CONNECTION , ) AND FOUNDATION TO STUD CONNECTION 1-1/4" X 20 GAGE STRAP „ 1 1/4" WIDE - 20 GAGE SILL PLATE TO FOUNDATION ANCHOR BOLT METAL STRAP ® AXI48"MUM. CONNECTION RESISTING LATERAL & SHEAR LOADS R . 0 ACQ SILL PLATE WFCM TABLE 3.2 A - (PRESCRIPTIVE ALT TO TABLE 3.2) o PROPOSED TOP OF FOUNDATION 5/8 ANCHOR BOLT ® MAX. 72" O.C. OR 1/2 N " ANCHOR BOLT @ MAX. 46" O.0 SUNROOM o SILL PLATE TO FOUNDATION ANCHOR BOLT WRAP + NAIL STRAP CONNECTION RESISTING UPLIFT ( 4 - 4d NAILS ) o AROUND SILL PLATE R.O. FOR 12'-0" SLIDING DOOR WFCM TABLE 3.2 B AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE WITH TRIPLE JACK STUDS MAXIMUM ANCHOR BOLT SPACING: 72 INCHES METAL STRAP ® 48" OC. 0o 5 - 8d NAILS r '{J. %%=.; "'r.'r' 7' `r•� {•v Y�, t:��•, °'^Il;i iii"w' ,.i'.. st n,{�"1��•'•y' o o� ``;j,'v,/ '''�• '�c„ °�., ,.1` +i+ i7Yi'•';«. r:';,,. .r:;",.:r'^ r'" ::l:g'+;,�'`"i`' `' :' <, .t.t1. k ri. �'it•i�'y :f ::y:}C1 r i..•.'�- ..: ,t � r: S . ,f•�j„,: P;.:r� .�s !,'{ .J! ..ri .,!1 ','d' n;Y•' Y'=�:I'''i:�: `i'r'e'!'i::i:::�'r✓-.......t,:'Jr.�,.t,i'''.::"�`'%:d:S� •,+%,:;s,'vs ,'•y•,� •• z civ ;,�;•�:l'• s ' .rA;:l;%'{6's'w�` rz;�F.,'.t i;f r',. . tom. 4,.;.,t. r.�.,%' �,.. "� 't �f`�L, � .s. .:/:'r° „r J.fx.po,A,, •:Cy.L';' ..•f;!i �ti.i,:.��„r;�w.'i/ir;,�t'.�., sl!`•�l:!':••: �5;;;.rB s�=•r..r,"L'...,{f'i i;a'�,r oC,1.••t',.�+%.,..,d;`j;t. NAIL SHEATHING TO SILL PLAT s;,° 1 v..;7:G'rf :.ver;'•s s? :a'3;'i%°..x�; 'l'.a' f •x1 :,v�C1„eK ✓',;Jri'�.'=^,y.•p��%ri ^tfi }1 !•:Y:nvii `.•i .%yir„•:•� _.':;J;, et 'l.,.i Si'"..ir,. �':t�.,:'�• ,�At;".'.4.. :7r<..'.'i,C�'r 4.; 1 li,;;7::i, t 8d NAILS ® 4" 0 C. El ..s_ „tr.;r.:;,,,�;.s,>.s,;j: Pl{:;r'• _,�• ,,ri1C; "�%;'s..�::.,'i;, {;. .•;'.,. 1•.,.�;,;`:°';•f,�f,, t,,:4�'” -w E CRAWL SPACt ;,liin ..�'•'%'.nr:..,f+: ;i `; <::: w•r.,,..!:•,•c,: ,.;'.,+t,•:fyn't=�s°,'•.r•{`:i `”,•.,'.w>r;3Y:..•.�i't:Y',sir'r= "t .r ! ✓: . _ M x 6 SILL PLATE k Ji ;;:.c ;c,.. ;%:.';t,:;s,:°ti:, r.wJ” ,, .r ;`�w�;<9,;',"f: :a,. ::Y;: x'"•tC7;.% �„=1;s„ v;t;,:s;.t; DATE. 04/24/2017 2 4 REBARS '. :;�. i;r3•"' ;,'vlt;°;�:ei� =4'%.:t;'�•s':t,Y«• };J"'•%.',rt"ati%; %" ^tr•; ;'Circ::%1: l,e.r. °` ::3;%:2^,,1:7i1=;i; �¢ ALUMINUM TERMITE FLASHING SCALE. N.T.S. c2) # •i4:.. J,G`�;�,.F,•.�,..:ri. :;�. s+ F (s i.. i °/,+ fi i.t'f•.. ryx ,✓,.xtr' i.".3;;ird'! '•::�f•�•��X;., � •Oar':7•. .f;' :.,�•Rwi r•hi'.',f°°,�, J•r{..FNj a��il.�'',o',*,,"r..'es: t°Y' ' t t:s,.;r�:, �z 5/8°. X 12" A.B. ® 48" OC. 2" RIGID INSULATION w/ 3"x3"x3/16 FENDER WASHER. CRTICAL PATH ON EXTERIOR WALL (max. 12" from end of sill plates) o 2" CONC SLAB CONNECTORS 8" P.C.FOUNDATION o 7,777/7,7777,777,77-777 ' W/ 1'-4” X 8" CONT. FTG DWG. NAME • c ) # ELEVATION CONNECTIONS A-7 SECTION 3 4 REBARS DWG. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES FASTENER SCHEDULE AS PER INTERNATIONAL BUILDING CODE 2015 (IBC) Z Joint Description Nail Sizes Nail Spacing m O o y ROOF FRAMING J Z 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED N W DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate Toe- ailed) - )all Height: 10 ft, Spacing 16 O.C. (Table 3.3A) 4 - 8d per rafter x BAR Ceiling Joist to Top late Toe-nailed n/ per joist w m Ceiling Jolst to Parallel Ra er (Fa e-nailed) n� each lap o 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5 8° Ceiling Joist Laps ov r Partitions Face-nailed) In each lap w EJ / Collar Tie to Rafter Face-nailed) n/a per tie MIN. THICKNESS OR AS NOTED. Blocking to Rafter (Too-nailed 2 - 8d each end z MMCOE Rim Board to Rafter (End-nailed) 2 - 16d each end 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, = RESIDENCE EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF WALL FRAMING w PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac -nailed)° 2 - 16d per foot Top Plates at ntersection Face-nailed) 4 - 16d joints-gach side SOUTHOLD, NY 4. ALL HEADERS 6'-D" AND OVER SHALL BE SUPPORTED Stud to Stud Face-nailed 2 - 16d „ 24 o.c. 2978 LIGHTHOUSE RD WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Header to Header (Face-nailed) 16d 16 o.c. along edges TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud Z ARCHITECT MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 - 16d per 2x6 stud FRANK uELLENDAHL 2 - 16d per 2x8 stud o 123 CENTRAL AVENUE 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot o P.O.BOX 316 @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIRm GREENPORT, NY 11944 CIRCULATION IN ROOFS. FLOOR FRAMING o TEL 631-477 8624 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill , TopPlate or irder (Toe-nailed) 4 - 8d per joist OWNERS stairs etc. ) OR AS NOTED ON DRAWINGS. Bridging to Joist Toe-nailed 2 - 8d each end Blockking to Joist Toe-nailed 2 - 8d each end KIRK MARCOE Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block & LAURA BENSON 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Ledger Strip to Beam (Face-nailed) 3 - 16d each joist o 613 E 61H ST., APT 1G PARTITIONS OR AS NOTED ON DRAWINGS. Joist on Ledger to earn (Toe-nailed) 3 - 8d per joist w NEW YORK, NY 10009 Band Joist to Joist End-nailed) 3 - 16d pertoast TEL. 917-881-2715 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot WITH RATED GALVANIZED METAL CONNECTORS BY "TECO" OR APPROVED EQUAL. ROOF SHEATHINGAll, Structural Panels 8d 4 o.c. penmeter zone other 6 o.c. edges of 9 NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12" o.c. interior BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal"Board Sheathing „ N ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1 1 x 10„ x 6 „or 1 x 8 2 - 8d per support f or wider 3 - 8d per support 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4” CEILING SHEATHING �,, - -� •-,/ o c. EXTERIOR EDGES AND 6 d @ 12" o.c. INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field 0 Z o 11 ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT Structural Panels 8d 6" edge / 12" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels Q AND STUD WITH GALVANIZED HURRICANE TYPE 7 / 16" 6d 3" edge / 6" field CONNECTORS BY 'TECO" OR APPROVED EQUAL. FOR 25 / 32 8d 3" edge / 6" field Z TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o 0 CLIPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wallboard 5d 7" edge / 10" field CONNECTIONS. Hardboard 8d 6" edge / 12" field Particleboard Panels 8d 6" edge / 12 field o 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing o 0 PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL 1" x 6"„or 1” x 8" 2 - 8d per support PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x 10 or wider 3 - 8d per support o 0 HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING z STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND J DATE. 04/24/2017 BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" Structural Panels Q SCALE. N.T.S. LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1" or less 8d 6" edge / 6" field field o PERIMETERS. HANDLING, STORAGE, AND ERECTION OF greater than 1" tOd 6" edge / 6 J Fastener Schedule COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing FRAMING NOTES RECOMMENDATIONS. 1;; x 6 „or 1 x 8 2 - 8d per support 1 x 10 or wider 3 - 8d per support o z 14 ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS DWG. NAME BY 'FastenMaster' @ 16" O.C. "Nailing requirements are based on wall sheathing nailed 6" on-center at the panel ed e. If wall sheathing is nailed 3' on-center at the panel edge to obtain higher shear capacities nailing requirements Tor structural members shall o o A-8 be doubled , or altemate connectors , such as shear plates , shall be used to maintain the load path. Q DWG. NO When wall sheathinis continuous over connected members , the tabulated number of nails shall be permitted to 16' 16" be reduced to 1 - is nail per foot. SD _ - - IV 3'-3" - - � C� o BATH2 ladder12 � 6„f�uSTG, °° N ❑ LE F o 0 BR 3 ��x1l �' Q� tiles CLG.HGT.: 8'-0” ❑ o a �m MBR ■ ao N N CATHEDRAL CLG, cn m RESIDENCE �� 32 46 COLLAR BEAM c"i SOUTNOLD NY 56" GUST �, KING � 2918 LIGHTHOUSE RD. ECT c. 0 FRANK UELEENOAHL r 123 CENTRA AVENUE EGRESS N GREENPORT,NY 11944 34"x78" WD. DECKING L; TEL.631-477 6624 k cYi� OWNERS KIRK WRCOE 46 COLLAR BEAM _L1GHT'STRIP EA. BEAM k LAURA BENSON 613 E 6TH ST.,APT IG NEW YORK,NY 10009 TEL 917-661-2715 8" DIA. ,PD. CONC. FT'G, 4'-0" 3 N 2X12 MIN, 36 BELOW GRADE o _ w/ R-38 BATT INSULATION Zircon34 I OUTDOOR SHOWER CC NT. HEADER: (2) 1.75"x9,5" LVL ❑ OPEN TO THE SKY —� 1 WATER DRAINED TO P CLOSEST DRYWELL ❑ NLGD8080L _ 60 SF DECK U �(. 1 tl v o = - - - m -� ip 8 -8 1/2 J :t tt DATE6 t " 15 _0 106/02/201 =,_D r 7 =fig *0 RJR$ ,. ; =.y =' PROPOSED FLOOR PLANQK,NAME R SCALE: 3/16" = 1 '-0" N°''' ' 6 'W A-3 l 1 . IC►.(s ®� DWG. NO TOWN OF SOUTRO:D GENERAL NOTES DESIGN CRITERIA: O 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PST. W� �,� � � Z ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING LIVING AREAS AND DECKS - 40 PSF. W CODE (IBC) AND THE 2015 INTERNATIONAL ENERGY SLEEPING AREA - 30 PSF. / CONSERVATION CODE (IECC) AND LOCAL AUTHORITIES. WIND SPEED - 130 MPH m 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B ❑ MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE FROST LINE DEPTH - 36" 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- TERMITE - MODERATE To HEAVY MMCOE LARCH STRUCTURAL GRADE #2 OR BETTER. DECAY - SLIGHT RESIDENCE ICE SHIELD UNDERLAYMENT REQUIRED - YES ® w 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL � STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGN IN ACCORDANCE WITH AMERICAN FOREST PARTITIONS, EXCEPT AS NOTED ON DRAWING. PRODUCTS WOOD FRAME CONSTRUCTION MANUAL SOUTHOLD, NY FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 2978 LIGHTHOUSE RD. 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. WINDBORNE ARCHITECT 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE DEBRIS PROTECTION SCHEDULE PROPOSED NORTH-WEST ELEVATION D � F;_1 a�� 3RANK UELLENDAHL 123 CENTRAL AVENUE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF P.O.BOX 316 CONSTRUCTION AND ORDERING OF MATERIALS. THISGREENPORT, NY 11944 FOUNDATION HAS BEEN DESIGNED FOR A SOIL TEL 631-477 8624 BEARING CAPACITY OF TWO (2) TSF AND GRADES PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT OF MIN 7/16 INCH ARE TO BE PROVIDED TO COVER NOV - 9 2011C. THESE CONDITIONS ARE MET. ALL FILL BENEATH THE GLAZED OPENINGS OF THE PROJECT: OWNERS CONCRETE SLABS TO BE COMPACTED TO 95% FASTENER TYPE: 1/4 LAG SCREW BASED ANCHOR WITH KIRK MARCOE RELATIVE DENSITY, 2-INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, Fj^, `7 T" & LAURA BENSON T�yVI+T F $ 613 E 6TH ST., APT IG 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE " NEW YORK, NY 10009 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER WINDOW SCHEDULE TEL: 917-881-2715 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE Y MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400/200 SERIES. FkE W IJC 8. PROVIDE FIRESTOPPING AT ALL LEVEL GLASS TO BE HIGH PERFORMANCE LOW-E GLASS f F ,, PENETRATIONS SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS 3 Q HARDWARE - METRO COLLECTION: ANVERS, SATIN NICKEL FINISH .� 9. PROVIDE FLASHING AT ALL ROOF BREAKS, INTERIOR FINISH: PINE - TO BE PAINTED CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS EXTERIOR COLOR: WHITE AND DECKS ETC.. GRILLES AS PER ELEVATIONS: FULL DIVIDED LIGHTS 10. DO NOT SCALE DRAWINGS, NOTE; tempered glass for units G and J Mark Size Description Quantity - — - o U >� 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- A TW 20310 DOUBLE-HUNG - DR M.BATH 6 t Z ENGINEER ARE NOT RESPONSIBLE FOR THE w INSPECTION, SUPERVISION, OR ADMINISTRATION OF B A21 AWNING - DR, Powder Rm, Both2 3 THIS CONSTRUCTION PROJECT, FEDERAL, STATE C TW28310 DOUBLE-HUNG - HALLWAY 1 EXISTING NORTH-WEST ELEVATION AND LOCAL ZONING AND BUILDING CODE COMPLIANCE D TW3846 DOUBLE-HUNG - LR 2 ig SHALL BE THE RESPONSIBILITY OFTHE E FWH 2968 HINGED PATIO DOOR - OCTOGON 1 s CONTRACTOR. F CN24 CASEMENT - BR1, BR2 2 G TW 24510 DOUBLE-HUNG - BR3, egress 1 Z Z 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO H NLGD16080-4 GLIDING PATIO DOOR 1 MASTER BEDROOM SUITE RELOCATED TO PROPOSED ADDITION WI SPACE mCn FACILITATE CONSTRUCTION AND SHALL NOT BE J TW 2472 DOUBLE-HUNG - BR1, BR2, SUNROOM 5 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND K FWOD31611AR HINGED PATIO DOOR - MUDROOM 1 EXT'G SEPTIC SYSTEM (1000 gal TANK, (2) 6x8 LPs) ADEQUATE FO UP TO 4 BRsS 2 OWNER. L 2868 inswingg WOOD DOOR w/ GLASS - LR 1 EXISTING SCREENED—IN PORCH TO BE CONVERTED TO CONDITIONED FLOOR AREA w o 13. THIS STRUCTURE HAS BEEN DESIGNED IN N C25 CASE 8080 G ILDINGNPATIOKDOORN- MBR 1 PORCH TO BE DEMOLISHED; SUNROOM WITH NEW CRAWL SPACE TO MAINTAIN SAME ACCORDANCE WITH THE NEW YORK STATE ENERGY FOOTPRINT, PROPOSED 8.5 x20 WOOD DECK OFF SUNROOM CONSERVATION CODE. DRAWING SCHEDULE ALL WINDOWS TO BE REPLACED, ALL EXTERIOR WALLS TO BE RE—INSULATED DATE. 11/09/2017 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL FLOOR AND CEILING INSULATION TO BE BROUGHT UP TO CODE SCALE. 1/4" _ ,'-o" CHANGES PRIOR TO AND DURING CONSTRUCTION. A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES PLUMBING AND ELECTRICAL WORK TO COMPLY WITH CODE TITLE SHEET 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE A-2 EXISTING FLOOR PLAN o DESIGN CRITERIA DESIGNED AND SPECIFIED BY OTHERS, A-3 PROPOSED FLOOR PLAN BUILDING PERMIT AMENDMENT GENERAL NOTES 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-4 FOUNDATION PLAN DWG. NAME INSURANCE NECESSARY TO PROTECT THE ENGINEER A-5 CROSS SECTION 6 AND OWNER. A-6 ELEVATIONS APRIL 26, 2017; AMENDED NOVEMBER 09, 2017 g A-1 A-7 CONNECTORS, CRITICAL PATH ®� DWG. NO 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-8 NAILING SCHEDULE, FRAMING NOTES FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-20 SITE PLAN 26'-8 1/2" 0� Z w o D BATH W � m BR BR 2 WOOD DECK CAT EDRALICLG. �` CATHEDRAL CLG. I MARCOE OVER STORAGE SHED " " \ " RESIDENCE 9'-7- 6'- 1/2 �q-5" 12-3 1/2 / \ SOUTHOLD, NY / \ 2978 LIGHTHOUSE RD. z ARCHITECT 0 RAILING 123RCL ENTRALAVENUE P.O.BOX 316 m GREENPORT, NY 11944 TEL: 631-477 8624 OWNERS SCREENED PORCH BENS o KIRK ON & LAURA BENSON LIVING ROOM o 613 E 6TH ST., APT 1G CATHEDRAL CLG. NEW YORK, NY 10009 TEL: 917-881-2715 N I 3 STOOVDE ' w 0 z E I cl- FOYERI / DR COVERED o QD CATHEDRA( CLG. PORCH °� g m O W N 16'-811/2" 5'-6" 04/24/2017 N it \ \ / / / SCALE: 3/16' = l' 17 0 \ - 00 / 00 / / // \ ? EXISTING FLOOR PLAN / \ EXISTING FLOOR PLANS DWG, NAME KITCHEN �, >• A-2 / CATHEDRAL CLG. \ SCALE: 3/16 = l'-O" ®� DWG. NO TW20310 EXT'G DECORATIVE RAILING TO BE REPAIRED ® NEW STUD WALL O 20 RAFTERS TO BE FIRRED OUT EXIST'G WALL O BY 2" TO RECEIVE R-30 CLOSED ROOF DECK H CELL INSULATION y over ns lated M CH RM. Z \ / asp a t �eckln o be replaced W CEILING AND WALLS TO BE CLAD with EPDM rooling system m \ / WITH 1x6 HORIZONTAL T&G DISTRESSED SHIPLAP SIDING ❑ _ ❑ CN24 N MARCOE \ / pendant DR 2x4 RAFTERS TO BE FIRRED OUT RESIDENCE / \ 11' 6" BY 2" TO RECEIVE R-30 CLOSED = CELL INSULATION SOUTHOLD, NY / \ ext'g Stair 2978 LIGHTHOUSE RD. to be repaired BR 2 CATHEDf Al_ CLG. ❑ 11'-7 1/2" Z ARCHITECT O FRANK UELLENDAHL/ ❑ \ ��O S D 3-7 1 2 7'-7 1/2' 123 CENTRAL AVENUE g P.O.BOX 316 ❑D D❑ j J1 m GREENPORT, NY 11944 TW3846 TW3846 o TW2472 TW2472 o TEL. 631-477 8624 of HEADER: ❑ HEADER: F LIN.CL. bOWNERS N P NTRY (2) 1.75"x4" LVL L (2) 1.75"z4" LVL c' 32"x96" ❑ bench C=; KIRK MARCOE " I\—DOUBLE UP EXT'G ERS N BATH SHOWER 613E 6TH SST, APT BENSON 2'40' 7'-7" 19A S D 32"z96" rain NEW YORK, NY 10009 5'-8" 6'-0" x' shower TEL: 917-881-2715 F__ CD \ — —JQUEEN W�D hand-held ra Y 27"z27" co Isli `�' z S D W 48"xS D b IE NKITCHEN 0 c J LIVING ROOM _ — - _ )1 I oBATH2 — N `jCATHEDRAL CLG. ®® i o CATHEDRAL CLG."' " o o� 32 96 32"9EXHAUSTVENT above o / r-L68' LAND) IN LL 2x6 R.R. (� 24n C `V BRA ❑SI FRED TO EXT'G 2x4 FTERS 3 / 5U6" 2X12 R.R. @ 16" O.C. / F171- 1/2" GYP.BD. ON CEILING AND x / w/ -38 BATT INSULATIO �& PANTRY cD WALLS IN LR, SUNROOM, BR'S "' / 2'LI6" B N N W - ❑ o I A21. �' 2'-41/2' — — — — — — EGRESS �+ MBR 2068 p R (3)1.75 X 14 LVL BEAM fireplace I 3o"x78" " 3'-4" o ❑ OUTDOOR' UTDOOR 21 CLG.HGT.: 8'-9" S MUD RM. o ,_ I S OWER o 11'-3 1/2' QUEEN 20'-0" z 12'-0" ❑BM ¢ 9'-0" HEADER: (2) 2X10 A21 ABO4 ❑ N ✓ SUNROOM cc Q� N TOILET CLG•HGT.: 8'-9° N 3 © NLGD8080L W DATE. 11/09/2017 FW031611AR HEADER: 60 SF DECK SCALE: 3/16" - 1'-0" (3) 1.15"x9.5" LVL 3 0 I PROPOSED L NLGD16080-4 J " FLOOR PLAN — — — — e-81/2 WD DECK w 3 " -0 15'-0" DWG. NAME TIMBERTECH PROPOSED FLOOR PLAN g DWG. NO A-3 170 SF 220 SF incl benches SCALE: 3/16" = 1'-0" ® NEW FOUNDATION Z MECHANICAL ROOM m O 4" POURED CONCRETE SLAB EXIST'G FOUNDATION o z WITH 6X6 10/10 WWM ON 2" RIGID INSULATION W WALLS TO BE INSULATED w/ R-13 CEILING TO BE INSULATED w/ R-23 m REPLACE EXT'G WOOD RETAINING WALL W IC14 1, WITH 8" CMU ❑ N EXISTING N MMCOE CRAWL SPACE RESIDENCE iE 2X6 F.J. 24" O.C. o w/ R-23 STONE OOL INSULATION SOUTHOLD, NY 2978 LIGHTHOUSE RD. ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVENUE EXISTING — — — — — — — — — — — — — � P.O.BOX 316 CRAWL — — — — — — — — — — — — GRTEL. 631ORT, NY 11944 -� I � TEL. 631-477 8624 — PROPOSED:�PACE " RAT SLAB � 16x8 VENT, TYP. o I I OWNERS EXISTING I I KIRK MARCOE CRAWL SPACE Z N do LAURA BENSON 613 E 6TH ST., APT IG PROPOSED: 2" RAT SLAB NEW YORK, NY 10009 �, r (2)1.75"x9.5" LVL BEAM 2X10 R.R. @ 12" O.C. I TEL: 917-881-2715 �' 3 J N DA Ica EXISTING _ — — — _ — _ —3 I w/ R-38 BATT INSULATION I I ,��u L R y� �" I CRAWL SPACE o AND BRIDGING I " PROPOSED CRAWL SPACE DIA. POURED CONC, FOOTING I I o r 2' RAT" BIGFOOT SYSTEMS: ; ® ON 6mi SLAB 2X6 F.J. ® 16 O.C. FOOTING FORM BF28, TYP. I �- (OR: 24"x24 x16" FOOTING) — — SISTERED TO EXT'G F.J. 2'-6 11/24 14'-7" X '-10 1/2" 2 L — w/ R-23 IN (3)1.75"x9.5" LVL BEAM I 2X1 O R.R. @ 16 O.C. F N 0 w/ R-38 BATT INSULATION I 2X10 F.J. ® 16 O.C. I I g" DIA. POURED CONC. FTG. 8" DIA. PD. CONC. FT'G. I I W ?iINSULATION I BIGFOOT SYSTEMS: � N I 16x8 VENT, TYP. = FOOTINGFORM BF20, TYP. Z I 3 2" (OR: 20"x20"x12 FOOTING) .-o S2 CD LD o I _ o I ( PROPOSED o I 9'-0" N � `� I CRAWL SPACE xMI - - - - - - - - - - - - ON Emil MEMBRANE DBL. FRAMING AROUND DECK 8" DIA. POURED CONC. FT'G. L 7-3" 7-3" — — — — — J DBL. FRAMING AROUND DECK = L — — - I I —I o DATE: 11/09/2017 i SCALE: 3/16" = 1'-O" - - - 20 LEDGER — - - - - - - - ® - - - - - ® Y< BOLTED INTO BOX o 3'-9" 3'-9" PROPOSED �, � o FOUNDATION PLAN m �' _c! DWG. NAME " " X ; - " DBL. FRAMING AROUND DECK PROPOSED FOUNDATION PLAN 8 g DWG. NO A-4 6-6 6'-6 6 6 8" DIA. POURED CONC. FT'G. SCALE: 3/16 = 1 -0 ROOF CONSTRUCTION - ADDITION WALL CONSTRUCTION ch o EPDM RUBBER ROOF SYSTEM 1/2" GYPSUM BOARD Z 2x6 STUD WALL @ 16„ O.C. W GLUED TO 1/2” HIGH DENSITY ROOF INSULATION BOARD WITH R-1,4 R-23 STONE WOOL INSULATION m ON 3/4" CCA TREATED PLYWOOD SHEATHING 5/8" CDX PLYWOOD SHEATHING o ROOF TYVEK HOUSE WRAP OR �30 FELT PAPER INSIDE WALL TO GALV. INSULATED LEADERS BEVELLED CEDAR SIDING O MATCH EXISTING N MARCOE 2x12 R.R. @ 16" O.C. w BRIDGING ALL EXTERIOR TRIM TO MATCH EXISTING R-38 STONE WOOL INSULATION RESIDENCE (e.g. ROXUL COMFORTBATT RESIDENTIAL) HURRICANE CLIP EACH ROOF RAFTER TO � SOUTHOLD, NY WALL STUD CONNECTION RIDGE STRAPS � 2978 LIGHTHOUSE RD. EACH RAFTER PAIR 1/2" GYPSUM BOARD ARCHITECT FRANK UELLENDAHL 0 123 CENTRAL AVENUE P.O.BOX 316 m GREENPORT, NY 11944 TEL: 631-477 8624 2x6 RAFTER TAILS R 1 z8 VERSATEX FRIEZE BD. -30 CLOSED CELL OWNERS CARRIED AROUND SIDE ELEVATIONS FOAM INSULATION BETWEE KIRK ON BENS 2x6 ROOF RAFTERS & LAURA BENSON „ 2x12 R.R. 0 16" O.C. w/ R-38 INSULATION 613 E 6TH ST.,APT I HURRICANE CLIPS 16 NEW YORK, NY 10009 EACH RAFTER 4x6 COLLAR BEAMS @ 72" O.C. TEL: 917-881-2715 3 HEADER: HURRICANE CLIPS " EACH RAFTER 'Q (3) 1.75 x9,5 LVL 5 F (3)1.75" X 14" LVL BEAM OPENING TO KITCHEN �_ s o �00 o PROPOSED °� EXISTING 1 SUNROOM o LIVING ROOM o as AND PROPOSED � � Z � MBR W � � w BENCH 16'-7 1/2" m TIMBERTECH DECKING EXT'G 2X8 FLOOR SYSTEM o 0 G O N 2x8 D.J. ® 16" D.C. PROPOSED 2x10 F.J. ® 16" O.C. R-23 STONE WOOL INSULATION R-30 STONE WOOL INSULATION (3)1.75" X 9.5" LVL BEAM EXISTING PROPOSED , d CRAWL SPACE �� DATE 04/04/2011 CD CRAWL S PACE PB 66 STANDOFF BEAM BASE 3 z SCALE. 3/8° 8'_3 "-' 2" RAT SLAB � 12" DIA. POURED CONC. FOOTING PROPOSED z CROSS SECTION c� 2" RAT SLAB IN EXISTING CRFAWL SPACE (OPTIONAL) DWG. NAME 8" DIA SONATUBE FT'G. BIGFOOT SYSTEMS: g A-5 FOOTING FORM BF28, TYP. CROSS SECTION ®� DWG. NO (OR: 24"x24"x16" FOOTING) SCALE: 3/8" = 1'-0" W z m 0 9 O Z J W � m o ❑ V Z V MARCOE RESIDENCE SOUTHOLD, NY 2978 LIGHTHOUSE RD. U z ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVENUE 5 P.O.BOX 316 m GREENPORT, NY 11944 TEL: 631-477 8624 OWNERS KIRK MARCOE & LAURA BENSON 613 E 6TH ST., APT IG m NEW YORK, NY 10009 TEL: 917-881-2715 3 NORTH WEST ELEVATION SCALE: 3/16" = 1'-0" NEW CONSTRUCTION - ADDITION MBR z = � � N m �O DATE: 11/09/2017 3Z SCALE: 3/16" = 1'-0° PROPOSED �o SW ELEVATION NW ELEVATION DWG. NAME SOUTH WEST ELEVATION ® DWG. NO A-6 SCALE: 3/16" = 1'-0" lly Z m 0 W ch OJJ W Z W � m ICE SHIELD UNDERLAYMENT HURRICANE CLIP Z ❑ ENTIRE FLAT ROOF TYPICAL. MMCCE RESIDENCE SOUTHOLD, NY RAFTER TO TOP PLATE 2978 LIGHTHOUSE RD. SIMPSON H2A HURRICAN LATERAL AND SHEAR CONNECTION CLIP NAILED. FROM PROVIDE 8d COMMONWFCM TABLE 3.3 A - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 10 FT WALL HEIG W ARCHITECT � RAFTER TO STUD. — NAILS ® 4" O.C. AT FRANK UELLENDAHL TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL 4-8d COMMON NAILS (TOENAILED) REQUIRED o 123 CENTRAL AVENUE 5 - 8d NAILS EACH ENDJI SHEATHING. 91 IN EACH RAFTER AND TOP PLATE P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 APA RATED PLYWOOD TO EXTEND TO TOP OF TOP UPLIFT STRAP CONNECTION REQUIREMENT PLATE. ROOF TO WALL OWNERS WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 12 FT ROOF SPAN KIRK BENSON 5-8d COMMON NAILS IN EACH END OF & LAURA BENSON 613E 6TH ST.,APT 1 G 1-1/4" X 20 GAGE STRAP OR HURRICANE CLIP NEW YORK, NY 10009 TEL: 917-881-2715 3 UPLIFT STRAP CONNECTION REQUIREMENT WALL TO FOUNDATION r '� { �t (2 1 1 4' WIDE — 20 GAGE WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 12 FT ROOF SPAN METAL STRAPS AT DOORS FOR5-8d COMMON NAILS IN EACH END OF " HEADER TO STUD CONNECTION a AND FOUNDATION TO STUD CONNECTION 1-1/4 X 20 GAGE STRAP PROPOSED 1 �4" WIDE — 20 GAGE SILL PLATE TO FOUNDATION ANCHOR BOLT MBR ADDITION E AL sTRAP ®AaIM°M: CONNECTION RESISTING LATERAL & SHEAR LOADS 2 AND ACQ SILL PLATE WFCM TABLE 3.2 A - (PRESCRIPTIVE ALT. TO TABLE 3.2) SPROPOSED UNROOM TOP OF FOUNDATION 5�8" ANCHOR BOLT 0 MAX. 46" D.C. OR • cc ga WRAP + NAIL STRAP SILL PLATE TO FOUNDATION ANCHOR BOLT 4 — 4d NAILSCONNECTION RESISTING UPLIFT ( ) AROUND SILL PLATE R.O. FOR 12'-0" SLIDING DOOR 1. WFCM TABLE 3.2 B m AT ANCHOR BOLT 1 1/4" WIDE — 20 GAGE WITH TRIPLE JACK STUDS MAXIMUM ANCHOR BOLT SPACING: 72 INCHES METAL STRAP ® 48" OC. 5 — 8d NAILS yr' cm c cm - D P. - O N NAIL SHEATHING TO SILL PLAT o I 4" O.C. { Sd NAILS CRAWL PAC � ;{ 1 U M t� E O s ..b s�t •rte' �St'� > t• d 'V / M 11/09/2017 PATE x 6 SILL L A 2 DTE. 4 REBARS— ALUMINUM TERMITE FLASHINGHING ; SCALE: N.T.S. 5/8" X 12" A.B ® 48" OC. Y 2" RIGID INSULATION ,; w/ 3"x3"x3/16" FENDER WASH R. CRITICAL PATH ON EXTERIOR WALL ' ' ' (max. 12" from end of sill pla es) o CONNECTORS 2" CONC. SLAB 8" P C.FOUNDATION o ' W/ 1'-4" X 8" CONT. FTG. DWG. NAME SONECTI N %'- ELEVATION CONNECTIONS — c3) #4 REBARS A 7 ®� DWG. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES FASTENER SCHEDULE AS PER INTERNATIONAL BUILDING CODE 2015 (IBC) m 0 Joint Description Nail Sizes Nail Spacing y o r 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FRAMING Z DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate Toe-nailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter W BETTER. Ceiling Joist to Top late (Toe�nailed� n/p per joist is m Ceilin Joist to Parallel Ranter Fa e-nailed) n a each lap 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5 8" Ceiling Joist Laps ov r Partitions Face-nailed) n/a each lap W / Collar Tie to Rafter Face-nailed) n/a per tie N MMCOE MIN. THICKNESS OR AS NOTED. Blocking to Rafter ( o -nailed) 2 - 8d each end Rim Board to Rafter End-nailed) 2 - 16d each end 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, RESIDENCE EXPOSURE 1, 3/4' MIN, THICKNESS. ALL EDGES OF WALL FRAMING PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac -nailed) 2 - 16d per foot Top Plates at ntersections Face-nailed) 4 - 16d joints-gach side 2 SOUTHOLD NY Stud to Stud Face-nailed) 2 - 16d 24 o.c. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Header to Header (Face-nailed) 16d 16" o.c. along edges 2978 LIGHTHOUSE RD. WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud W ARCHITECT MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 - 16d per 2x6 stud 2 - 16d per 2x8 stud r FRANK UELLENDAHL 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 123 CENTRAL AVENUE AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot P.O.BOX 316 ® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR GR , NY 11944 TENPORT CIRCULATION IN ROOFS. FLOOR FRAMING TEL. 631-477 8624 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or Girder (Toe-nailed) 4 - 8d per joist OWNERS stairs etc. ) OR AS NOTED ON DRAWINGS. Bridging to Joist Toe-nailed 2 - 8d each end Blocking to Joist Top, e-nailed 2 - 8d each end KIRK MARCOE 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blockin to Sill or Top Plate ( Toe-nailed) 3 - 16d each block & LAURA BENSON Led ertrip to Beam (Face-nailed) 3 - 16d each joist 613 E 6TH ST.,APT 1G PARTITIONS OR AS NOTED ON DRAWINGS. Join on Ledger to Ream (Toe-nailed) 3 - 8d per each. NEW YORK, NY 10009 Band Joist to Joist End-nailed) 3 - 16d perfoist TEL: 917-881-2715 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot 3 WITH RATED GALVANIZED METAL CONNECTORS BY "TECO" OR APPROVED EQUAL. ROOF SHEATHING Structural Panels 8d 4" o.c.„perimeter zone other 6 o.c. edges of 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12" o.c. interior n BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal"Board ShealAhing " ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1" x 6 "or 1 x 8 2 - 8d per support or wider 3 - 8d per support 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d 0 4" CEILING SHEATHING K o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field WALL SHEATHING 11, ALL INTERIOR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field Fiberboard Panels 12, ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 7 / 16^ 6d 3" edge / 6" field s AND STUD WITH GALVANIZED HURRICANE TYPE 25 / 32" 8d 3" edge / 6" field CONNECTORS BY "TECO" OR APPROVED EQUAL, FOR Z TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDERG psum Wallboard 5d 7" edge / 10" field CONNECTIONS. Hardboard 8d 6" edge / 12; field Particleboard Panels 8d 6" edge / 12 field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing o N PACIFIC GPI SERIES WOOD-1-BEAMS AND LVL 1" x 6" or 1" x 8" 2 - 8d per support PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x 10" or wider 3 - 8d per support HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING & STIFFENERS SHALL BE REQUIRED AT ALL LOAD ANDDATE: 04/24/2017 Structural Panels w BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" 1" or less 8d 6„edge / 1�" field SCALE. N.T.S. LVL RIM JOIST SHALL BE REQUIRED AT FLOOR greater than 1" 10d 6 edge / 6 field ' Fastener Schedule PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JFRAMING NOTES COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal"Board Sheathing " o RECOMMENDATIONS. 1" x 6 "or 1 x 8 2 - 8d per support 1 x 10 or wider 3 - 8d per support N 14. ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS DWG. NAME BY 'FastenMoster' ® 16" O.C. Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed g A-8 3" on-center at the panel edge to obtain higher shear capacities nailing requirements or structural members shall be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. ®� DWG. NO E : : When wall sheothin is continuous over connected members , the tabulated number of nails shalt be permitted to be reduced to 1 - 1$d nail per foot, SURVEY OF PROPERTY SITUATE SOUTHOLD • TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-50-03- 15. 1 S.C. TAX No. 1000-50-03- 16 SCALE 1 "=30' SEPTEMBER 29, 2016 TOTAL AREA = 98,497 sq. ft. 2.261 ac. CERTIFIED TO: LAURA A BENSON ELLSWORTH K. MARCOE SANTANDER BANK, N.A., ITS SUCCESSORS AND/OR ASSIGNS AS THEIR INTRESTS MAY APPEAR JUDICIAL TITLE 50�� `L�. ��' moi• / vio�, .0 3r hADO0. O 3�' �•• � �� G J' � ,`may/ o / 9} \° 701, F cLEAR�NG �` / Q� �° \000 EDGE O 4 i 00 SAF? O\ts \ `ozi, �y�� '�� •0�'� / / 0 / 0 S / / a '�\J\ � t ppb O y J+ do _,i7Qi 00 JIL JIL ` ti 1 .\ SS jL 0\P0 JIL ilk AL AL AIL \JWL 11Lc 0 'po, ' 7 v J \rotiF A 010 o , \�y� 10 /p�0 ,�5 � ��• \mss .54, os? PREPARED IN ACCORDANCE WITH THE MINIMUM tltl'' STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED TITLE ASSOCIATIONY THE N OAK STATE LANG 1 Qti�ti ,OF"h► •00� gA�tio 5 N.Y.S. Lic. No, 504.67 UNAUTHORIZED ALTERATION OR ADDITION Nathan T of t Corwin I TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL:NOT BE CONSIDERED TO BE A VALID TRUE COPY, CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. 15aksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout ENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport• New York 11947 Jamesport, New York 11947