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HomeMy WebLinkAbout48279-Z Sf F04Town of Southold 5/28/2024 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45216 Date: 5/28/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 215 Chablis Path, Southold SCTM#: 473889 Sec/Block/Lot: 51.-3-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/25/2019 pursuant to which Building Permit No. 48279 dated 9/12/2022 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: single family dwelling with unfinished basement,front and rear covered porches outdoor shower and attached garage as applied for. The certificate is issued to Murphy,Deborah&Paul' of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0076 5/9/2024 ELECTRICAL CERTIFICATE NO. 48279 11/30/2023 PLUMBERS CERTIFICATION DATED 7/7/2023 k\RogK Sander th ri ed ignature �o�g1)FfD(,�co TOWN OF SOUTHOLD BUILDING DEPARTMENT y� TOWN CLERK'S OFFICE H x • �� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48279 Date: 9/12/2022 Permission is hereby granted to: Murphy, Deborah 215 Chablis Path Southold, NY 11971 To: Construct single-family dwelling as applied for per SCHD approval. Replaces BP# 44254. At premises located at: 215 Chablis Path, Southold SCTM #473889 Sec/Block/Lot# 51.-3-3.1 Pursuant to application dated 9/12/2022 and approved by the Building Inspector. To expire on 3/13/2024. Fees: PERMIT RENEWAL $1,375.80 Total: $1,375.80 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT- TOWN CLERK'S OFFICE "o SOUTHOLD, NY l 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#: 44254 Date: 10/3/2019 Permission is hereby granted to: Murphy, Deborah 68 Cove Rd Huntington, NY 11743 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 215 Chablis Path, Southold SCTM # 473889 Sec/Block/Lot# 51.-3-3.1 Pursuant to application dated 9/25/2019. and approved by the Building Inspector. To expire on 4/3/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,701.60 CO.-NEW DWELLING $50.00 Total: $2,751.60 Building .nspector 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: location of all buildings, property lines, streets,and unusual natural or 1. Final survey of property with accurate topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50:00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet ,p Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block -3 Lot '3 Subdivision a ,-Filed Map. O�p�o2�Lot: Permit No. Date of Permit. '� Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate V Final Certificate: 4eckone) Fee Submitted: $ Applicant Sigeir SO!/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 � Nam sean.devlinls'�i town.southold.ny.us 4UN% BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Deborah Murphy Address: 215 Chablis Path city,Southold st: NY zip: 11971 Building Permit#: 48279 Section: 51 Block: 3 Lot: 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: MonGiori Electric License No: 4804ME SITE DETAILS Office-Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 45 Ceiling Fixtures 26 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 15 Smoke Detectors 5 Main Panel 150X2 A/C Condenser 3 Single Recpt Recessed Fixtures 29 CO2 Detectors Sub Panel 100A A/C Blower 3 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 3 Transfer Switch 300A UC Lights 3 Dryer Recpt GaS Emergency Strobe Heat Detectors 1 Disconnect 3 Switches 50 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Hood, DW. Micro, Gas Cooktop, Oven, W/D, 150A Panel 30 Circuit/20 Used 150A 30 / 12, 100A Sub 20/ 17 Notes: Two Story Unfinished Basement Inspector Signature: Date: November 30,,2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex l _ Telephone(631)765-1802 54375 Main Road r- (G31){I695b2 P.O.Box 1179 Southold,NY 11971-0959 O! r11 i I 1 Noy 3 0 2023 BUILDING DEPARTMENT .g. 1 TOWN OF SOUTHOLD ' CERTIFICATION Date- 2aZ3 Building Permit No'-' 4 Owner: 4a r '� o f 1 (Please print) Plumber: I e r "C 0- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 7 day o9d�. 2093 Notary Public, s`` ��- County JOANNE GARI1t0-RICAAM Notary Public,State of New York No.OIGA5087629 C Bxpiim 1 �./ o�aOF 50Ulyo f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ]'INSULATION/CAULKING [ '] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] PRE C/O REMARKS: • - o-L DATE 497107 INSPECTOR ` l �wy:�q o��Of SOpl�o TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMINGL§LRIePING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 7TO PfrAd bv V�A tA* 67 moovv-"y CPO"../ ks#p DATE INSPECTOR �f SOUIy� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [7 R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/GA�11 [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I0000, - o Mwo ok, a / Q L rG� DATE 1XIV g SOUTyo * # TOWN OF SOUTHOLD BUILDING DEPT. °ycou 765-1802 INSPECTION [. ] FOUNDATION 1ST [ j ROUGH PL13G. [ ] FOUNDATION 2ND% [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRESAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR ' OF SOUTyO� 4t279 ! ✓ ���`r # # TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 INSPECTION [ ] "FOUNDATION 1ST [ ] ROUGH PLBG. [. .] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ } CODE VIOLATION ] PRE C/O REMARKS: V e � d DATE INSPECTOR ho�aoE SOUTyo� . # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE /O [ ]_ RENTAL REMARKS: ( _,) �Ph/I (hhk_vk,,f_v 'an &M 1m 4&, ntj. 9� c r!�) ew� ` :c ivx SVUZ4 64 ka�+CJr "mt ,(6fl. 41c d- l� �{��nAt6 DATE 101 11 ?i INSPECTOR OF SOUIyo<o # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouMv a�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULA,�T/IOWCAULKING [ ] FRAMING /STRAPPING [ FINAL IV [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: c DPW&. 3 DATE INSPECTOR V/ SOUTyOlo # # B ILDING DEPT. TOWN OF SOU HOLD U courm,��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ° lm I/ �/o 17 ouLArfir-: DATE INSPECTOR Building Envelope and. Duct Tightness Report :018 iLCC its amended by the 2920 Ne"York State Sopipletntut,scctians 4014.12 and'033.4 Address of`rest 215 Chablis Path,Southold,'NY 11971 `i'cstDatc 31192022 Building Permit V: Compliance Pathway Perfonnartm Test Completed by: Christopher Silvia RESNLr Rater U)0 4150294 Home Encrgy Solutions NATB 1D 187 rm.st Mein StnN--t 1CC 11) Huntington,NY-11743 BPI.# 631-6 3-0664 Building Envelope Tightness Volume Calculation: C44 if Floor Area Volume ❑ccz Basement 0 Cor&ianed Crawl SpMe 1 1985 20108 0 S'Mtrd'%ttiz- 933 9423 "The conditioned floor z:rea of dw4ng is ra"1:.iatcd 1-t s7th ANSI z765,exc pt tl a;ond' vned r= Attic 10258 aca includes a as where the ceRir;,he g;r;t i5 lev.than 5 Total Volume 39789 CFM @50 pu F 1966 stir changes 0 PU 2.96 Code Compliance.- Duct Tightness: Post Constr4tionnmtoontal Duct Leakage Buxton-1:1st vtour Not Location'Basement 17oorA=1985 l.'eakage CF&I Ca)25pa 78 t,Ft13J100 (e CFA 3.94 Code.Compliance: Pass System-2: Within Condition Space Ouct Lmallan Condttloned S ace Floor Arum Leakage CFNI @ 25pa IVlA Crmnoo f?CFA Code Compliance: Pacnapt System-3:WItIfln Condition Space Duct Location Cottditiottcd Space FloorArca -- t,cakage-- CFI9 to 25pa h!A CRI/lN fO CtA, '1.1 Code compiinrtce: Esem s All building envelope tlghtiness testing has been verified using Insgruments and procedures spe:ided In ASTr-A E?S27 ai re5 ed Rrp 2016 IECC as amended by the 2020 ttez.,York State Supplement,section 402.4.1.2 The building duct and pt-num rys%tn M&b*en ucrlfled as required by the 201E IECC as a. a ed by20ZO New York state Supplemor%t;Seetica 4033A. Signature: !Date: 311${;d22 Christopher Silvia,H4nte Energy Solutions Louise A. Agnes , Architect, P.C. & Associate member american institute of architects Residential ■Commercial `- LI February 14,2020 iJ J S E P 1 8 2020 Town of Southold Town Hall Annex Building 2 k I='`•I -: __I D 71- 54375 Route 25 PO Box 1179 Southold,NY 11971 Re: Murphy Residence—New Residence 215 Chablis Path Southold,NY 11971 To Whom This May Concern: Please.note the following revision is.made to the above referenced project and is approved by this architect. 1. -Change basement height.from 10'-0"high down-to a 9'-0"high foundation awalI. 2. Change 12"thick foundation wall to a 10"foundation wall on a 10"x 20"poured concrete footing. Thank you for your time on this matter. If you have any questions and/or comments Please feel free to call me. Very truly yours, E A gcyy��F i Louise A. Agnes, Architect 1525� l�L� LAA/lw �F NEW 162 Laurel Avenue ■ Northport, NY 1 1 768-1 722 ■ 631-754-2950 ■ Fax: 631-261-9485 email:ArchitectAgnes@aol.com 0 Lou iseAgnesArchitect.com FOUNDATION(1ST) • • �►'��J AK ' 1, , AWdl ROUGH FRAMING& PLUMBING INSULATION PER N.Y. _�r �I � �•1.7,i �,,f�i�faiL��• J � �' %'U_ Mr 94� j ,,1 VA TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLISTS BUILDING DEPARTMENT Do you have or need the Ilowing,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans-"v TEL: (631) 765-1802 Plannm Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. �s Check Septic Form N.Y.S.D.E.C. 'X Trustees X C.O.Application Flood Permit Examined 20� Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 X �1 f Blictor S E P 2 5 2019 APPLICATION FOR BUILDING PERMIT BI`II,DTNfr DEPT. Date �/vR , 20� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of a scant or name,if a corporation) 4, A/Y z:> 1 AP M, (Mailifig address of plicant'Y State whether applican is owner, ssee, agent, architect, engineer, general contractor, electrician, plumber or builder ,p 015) el— Name of owner of premises (As on the tax roll op1latest deed) If applicant is a corporation, si nature of duly authorized officer (Name and tit e;of;corppiateofficer) Builders License tr y,l ,°¢"':�"'-" s°,''•' ' Plumbers Electricians License No. Other Trade's License No. 1. Location9f land on which proposed work will-be done: oZ 1 J �%l L/S House Number Street Hamlet 5-1 •� County Tax Map No. 1000 Section Block 7, 0 Lot vd . f)Q 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 b. Intended use and occupancy oL l 0,!F/-J fL y C .—e 17-6. 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair- Removal Demolition Other Work (Description) 4. Estimated Cost_ ' 45 Qd �J®y &a Fee:" (To be paid on filing this application) . 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 6- o2 Rear Depth l47-1-a Height , Number of Stories 9. Size of lot: Front f 9 a.� Rear 9-05. 65 Depth 136.123 10. Date of Purchase Name of Former Owner /L�Z cq e- 11. Zone or use district in which premises are situated AM 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO� / 13. Will lot be re-graded? YESVNO Will excess fill be removed from premises`? YES NO i/ /� /�vr �` v� ii NYY/4-� 14. Names of Owner of premises VV/- 4'�e&r �"A)rid �g c° hlne No.631'M-03,5 / Name of Architect 40 Address P one No Name of Contractor 18 D Address d� one No. ' r i 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE�EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ,/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES_ NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (N me of individual signing contract) above named, CPNN!E D.BUNQH { �lowry dit,State of now yo)rk (S)He is the No nin (Contractor,Agent, Corporate Officer, etc.) QwJ ted In Moolk'Counly Onr ffft- 10n EX.*88 AW 1�, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and filet iisOapplication; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to'bEfore,me tWs day 20 Notary Public Signature of scant 10E�/ t-1 �..1 r\ OCT - 2 2020 BUIED1NG DEPARTMENT-Electrical InspecEor ::. TOWN-.OP SOUTHOLD _ 1179 ;,..""..; Bt�g��TG ,Hall Annex :543.75 Main Road _ PO Box ,.. ;s� f .Yrpv �. :V C10 T1.. (4,3 ;Southold, New York 1:1971-095.9 ;;.. 7W95. _ : .r. Telephone..(631") 76v=1802765:9502 :ro err southaldtoWnn. ov-: 'seand southoldtoWnn ov AP#''LI:CATfON FOR.ELECTRICAL-:INSPECTI.ON< ELECTRICIAN INFORMATION=cAii Iriforrriaiaon Requite Date:_ tom 'an .Name• ;License No: +f gy c� �`'! � e • . _.. , �mall� k ;Address. - ..:.. .... . I JOB SITE. WFORMATION Nf Information Requited) I • I =-- - - Cfoss Street: 7, X! _ Phone No - - - , . , . ....... :... Bldg. ,,Permit e Soctl r . "Block - .Tax Ma •Distcict.. - -- -- _ -- _ - -- _ -� - - _ BRIF;D:ESr✓R1P't"ION:41<WORK(Pleas Ri•int Clearly) T .- (P,.IA/ _ ..:.: v:wS: -:.:..:._:. _ .. � rcl®;Aft Tha#.:Apply:. ' Is ready for inspection?: f-S NO Rough Fiitial . C Do you •need a T6`l.p'Certifcate?`. ES NO Issued:On„ - Temp Information:` (Au'nf I ormati . inquired) . , : on Service{Size 1P. 3 Ph ::Size:;_._. .Cl. ._A #:°Meters 1._............. ...J:OId New-Service,: Fire..Reconnect`- Flood Reconnect-:ServlCe:Reconnected"-;lJndergrc and-'Overhead: Under rgtand;Laterals 1 F;rame :.:, :POW_.......Mtk done:on Ser%nce.? Y N ...Additional Un. &hJ' or :: ........ . PAXMENT_DUE..WITH..APPLICA'fIQN p �,�.----- 'V R®.quest for Inspectlon ftmils PERMIT# Address: Switches Outlets' GFI's Surface Sconces NH's ryl UCLts Fans Fridge HW' Exhaust Oven Dryer Smokes ' :DW Service Carbon Mi+cr..o . Generator Combo Cookfgp._ Transfer 1 �. . t . AC. AH 1..� _. .. ...... .. ..Mini. Special: Comments: , � Customer Invoice Sales Person ALB752 Store Phone#(631)732-9200 •11/08/2021,9:52 AMy-EST Store#1209 Location 401 INDEPENDENCE PLAZA,SELDEN,NY 11784 Y Y v Validation_Area;; s. Customer Information MICHAEL MONGIORI MONGIORI ELECTRIC (631)871-9967 58 JOAN AVE MMON4@AOL.COM CENTEREACH,NY 11720 r! r, Invoice#H1209-126280 PO/Job Name ho + S Runner Name e v Carryout MICHAEL MONGIORI .. ,_..._......._._.._._.___ -- - - - -- - _...._. Ifem-Des cri lion Model# SKU#.' lJnit Price Qt Subtotal F 9 01 TruFuel 50:1 Pre Oil Mix 1001393653 $19.97/each 1 $19.97 -; ` 1005591797 �61:47/'each'r:Y`" .$ 1.47e02'� ;'Gommercial'EI c ric6in:Whi a Flush:Round' " We4 LightingA � s a , 03 Lutron'Skylark 600-Watt 3-Way Dimmer-White 425107 $24.97/each 1 $24.97- r 90 DAY RETURN POLICY.The Home Depot reserves the right to limit/deny returns.Please see the return policy sign in the stores for details. 10 6.41 Prti r i.° Subtotal• Xt a 202 _ P'ro`Xtra Spend•V;•Pro Xtra�Sairings 5$99 371:79 `• ;fi:• $2 658:03. K Member Statem`elnt;(as oi,ilio7)` s:. ' un s -$e`. 0.00 t Disco Vis t.ProXtrd: sJ/wwwaiomedeciot.com/c/Pro httA Xtra. r ; s" lids =Tax 9.18 Sa $ Invoice`Total, $115.59 Invoice is only valid for today: Monday,November 8 98010100574601 i L / Scott A: Russell ST�O R I��IWA\'7C']E K SUPERVISOR MAIN A.G1)EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 v 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF TEIIIE FOLLOWING: Yes No (CHECK ALL THAT APPLY) i [�]❑ A. Clearing, grubbing, grading or stripping of land -which affects more 4 than 5,0'00 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. [�❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. t ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal '! erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ]❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes i in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to.one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application: ` ---.._ .. _.._......... I n. Dat PPL e AICANT:-(Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. I000 --'------.- `,�— j District NAME: (.� �'T 3 4 5 = n Section Block Lot FOR'BUILDING DEPARTMENT USE ONLY**** .Contact Information � i ML-ph.-Numbed j Reviewed By: — — — — — — — — — — — — — — — — j i Date: Property Address% kation of Construction Wotk: — — — — — — — — — — — �i Ap owed for processing Building Permit. p p<'����1�Jr S rmwater Management Control Plan Not Required. 5ou4o t Y l'�Uya I Stormwater Management Control Plan is Required. jf (Forward to Engineering Department for Review.) FORM #�SMCP-TOS MAY 2014 ��-"— APPLICANT: S.C.T.M.# 1000 (Property Owner.Design Professional,Agent,Contractor,Other) -- -- - �— pS1t�Q/r CHAPTER 236 S( � B -S j ° Stormwater Management Control Plan CHECK LIST N �%i'°1� Section Block Lot v z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. a—r�. ,bate: ° g * The applicant must provide a Complete Explanation and/or Reason for not providing �;91�f�7•a �� [�a�•` O1 ��a all Information that has been Required by the following Checklist! T&pMm Number. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST yES NO NA If You answered No or NA to any Item,Please Provide Justification Here! show all of the following items: if you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. �0 c. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. s 0 e. Limits of Clearing& Area of Proposed Land Disturbance. 00 f. Existing&Proposed Contours of the Site (Minimum 2 Intervals) �0 g. Location of all existing& proposed structures,roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 3oeS nd Cq, r a- pr*st4 POO c j. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). 0� 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,stone,and infiltrate on-site the run-off from-all impervious surfaces generated by a two(21 inch 0� rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. �0 b. Construction Entrance&Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 r0 JE' dP-S 00 Q IdA }tp der 5 '�!o d. Leaching Structures (e. .infiltration basins,swales,etc.) ft`)P 01 �Vf-W 4 +i UN f-K— {d11G W C-14 RiFRA - I **** FOR ENGINEERING DEPARTMENT USE ONLY**� Additional Information is Required. ( Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: - - — — — — — — — — — — — — — — — — — — — — — I Stormwater Management Control Plan is Complete. Date: i SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 pF SOUj�®�o Town Hall Annex Telephone(631)765-1802 54375 Main Road 6 P.O.Box 1179 G • Q I'bd Southold,NY 1 1 97 1-0959 'Q a UNTI 1 BUILDING DEPARTMENT January 30th, 2024 TOWN OF SOUTHOLD Murphy Residence 215 Chablis Path, Southold NOTE: Final BOH Survey required before the Certificate of Occupancy TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Electrical Underwriters Certificate. Final Inspection by the Building Inspector (631-765-1802) Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) x Final Survey with Suffolk County Health Dept. Approval. Energy Test Results and Manuals_J & S are required. Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer Placard required. BUILDING PERMIT: 48279-Z- New Dwelling o�suFFot,��oG Town Hall Annex y Telephone(631)765-1802 54375 Main Road CD (631)765-9502 P. O. Box 1179 y = Southold, NY 11971-0959 Gy • !� col � Sao BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: �I" la "19 Owner: �i L !� o �d,e-f 1- Location of Property: C11,4 Please ke notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check eqpplicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s)'(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) l� Floor and roof framing (FR) Signature: Name (person submitting this form): I Capacit (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER I REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 H 1/2" STROKE The construction type designation shall be 661593 ccll"9 c4111915 661V"or ccV» to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ 46F77 FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ccR�� ROOF FRAMING z 66FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES Nunemaker, Amanda. From: Richter,Jamie Sent: Thursday,August 01, 2019.9:31 AM' To: Verity, Mike; Nunemaker;Amanda;.Rallis, Damon Cc: Collins,.Michael. Subject: Stormwater Review . . Follow Up Flag: Follow up Flag Status: Flagged Michael I have been backed up with other town projects and have not given the Stormwater Reviews the attention.they deserve. If the plans were sent to Engineering more than ten working days ago and the applicants are calling-please release them with the understanding that the stormwater review will.follow. I will do my best to catch up and when I do we can terminate this temporary situation. Thank you for your attention to this matter. . Jamie If you can please keep a running list of permits issued and include the Tax Map Number and send them to me by E-Mail. That way I have a record of who to contact with the approved stormwater plans. Thanks again! James A.Richter, R.A. Stormwater Manager Office of the Engineer = Town of Southold,New York Stormwater. Management Control Plan Website: http://�vww.southoldtownny.gov/index.aspx?nid=195 Office: 631-765-1560 CONFIDENTIALITY NOTICE: This communication with its contents.may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s)..Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. SURVEY OF LOT # 1 •-'ter PRIV.WELL LOCATION N.T.S.) PRIV.WELL PRIV.WELL PRIV.WELL SITUATE (360'TO NEAREST {LOCATION N.T.S.} {LOCATION N.T.S.} {LOCATION N.T.S.} TEST BORING SOUTHOLD PROP.L.P.) (425'TO NEAREST (390'TO NEAREST (420'TO NEAREST 0 DUG BY: MCDONALD GEOSCIENCE PI PROP.L.P.) PROP.L.P.) PROP.L.P.) TOWN OF SOUTHOLD SEPTICAREA 0 0 0 DATE: APRIL 22, 2019 A00 p.i NIS I O{LOCATION N.T.S.} SEPTICAREA SUFFOLK COUNTY, NEW YORK (370'TO SEPTICAREA ELEV: 33.7 {LOCATION N.T.S.} PROP.WELL) O{LOCATION N.T.S.} 275'TO HOUSE @-g'g,q �� (370'TO HOUSE O ( O Dark brown loam OL MAP OF CHARDONNAY WOODS 0 } � 40 , -q�tl..HEALTH tl HOUSE N PROP.WELL) HOUSE \WE LL WATER 1' AT SOUTHOLD ' !BUFF.CO°tl OBu..e� p� WELL WATER PROP.WELL) WELL WATER N WELL WATER SEPTIC AREA ly ®�-gg/j�"� �� TER TRET. 90, 103' 103' 94. {LOCATION N.T.S.} Brown clayey FILED:SEPTEMBER 28,1989 VYlff l (320'To _ sand SC PROP.WELL) 3' AS MAP#8822 SCTM # 1000 - 51 - 3 - 3.1 121 a0 �'a `�� Brown sandy clay r♦ "' AREA = 40,000 Sq.ft. ED PAVEMENFTw`r and clay CL 0.92 Acres. BOUIVZ7 VIE IV AVENUE CATCH rn BASIN (60 't/-;•Y.T.S.) 12' Brown silty >'*► O O= rebar&cap set sand SM In- - - - 14' >b -1 (##)= proposed elevation oo 190, 350' Brown fine to rr- f :0 750' o A� medium sand SP -1 (� I_" NOTES: �j' �ti ti "OPEN SPACE A' y - - - - 17' Q � rw "OPEN SPACE B" (PER FILE MAP) " C I! (PER FILE MAP) VACANT Water in brown fine Z (vfl �R y *S.C.H.D.REF#:R10- 19-0076. VACANT Y c o to medium sand SPLM ; >� ' c 90. o S 70°23'00"E �32 173.54' 36- ) I A '- *-ZONING:A-C(2-ACRE). z4s' �� hti. }h 23' r r+: ra <GROUND WATER x N *NONCONFORMING LOT REQUIREMENTS m M �o \ ENCOUNTERED IT W P_..PPLIED PER CHAPT.280,ART.XXIII,SECT. 124. �� 50'(A'cs BELOW SURFACE ® � 5034 •FEMA FLOOD ZONE:X. -.-� -� _ tv �N PROPOSEDCLEARINGLIMITS Z i"� �'✓ Mi3 '� * ELEVATIONS ARE REFERENCED TO NAVD 1988. 3 > C i e IN * �+� (32.4) OL (3, J `0 �h7 3Z NO SURFACE WATERS OR WETLANDS WITHIN 5 5' %n A m (a > , 300 FT OF PROPERTY. N n :0 s w. 7" *PROPOSED HOUSE TO HAVE 5 BEDROOMS. �{ �Mlr4 F.E. rJN LP PROP I #;oL a� a CELLAR ,QQ' 4.�ti 79�' 'n jry ,. ' t1 •2 ENTRANCE OQ> •y O 9 y *PUBLIC WATER IS APPROX.0.25 MILES a m 6� ti� �r r L-.----• �" ,0, C� OR 1,320 FT EAST OF PROPERTY AS PER MIN L.P. IN S.. �' 24.5' - j` PROP. 7' r W- tJ FIELD OBSERVATION. }6✓ (335. °'O PROOF ENTER A g6 _ PROP.iELECTRIC F J N N PEN TERRACE PROP. e 5' A.- i ROOF OVER 0 `.L .y BUILDER TO PROVIDE: W F �\ (32q) OPEN PORCH, m b° prop Cory 137 S'0a5' PROP.WELL �( (150'MIN TO p house - - _So NEAREST N �a ry7 'y * 1-1 500 GALLON SEPTIC TANK. o �}> 5z.o' ly . 8 g.'age S.vy. MIN-Lp.) 1$ m S 'o •S ,J' f POOL P O� C' w ff.=35.5' /#2 t' TEST B RING ' g f.=33.5' i F SEPTICAREA ELV= .7' a' m MIN �� *2-8 0 x 8 DEEP LEACHING POOLS. (300'TO '0 D- n .T PROPOSED V 2 PROP.WELL) t'33, WATERLINE *3-8'0 x 5'DEEP STORM WATER POOLS 102' W (32 , S.W.POOL 24.0 J e' 51 \ 3 N °� 4INLET PROP. 'R AlR. 2 d STORM WATER POOLS 1 TO 3 °tt. RAME drivaway SHOWER All �o `s' o°� ( )• O ( °RATE& proposed SHOWER AREA �u� Ya 1\ curb: v T G=32.5' (33,t' MIN ` �p •`94 * 1-8'0 x 7'DEEP STORM WATER POOL o�z5o' M 19 3zs B'eN7 ) 1 � �+ � P.G. (`-/� PRIV.WELL O.So 9A �° S.w 5 '� (STORM WATER POOL 4). {LOCATION N.T.S.} ~ 110 POOL#3 ��.y 246' x B'oNs yo (270'TONEAREST u �p \ ''IF "3 PROP.L.P.) PRIV.WELL (32°') ` '� 10 {LOCATION N.T.S.} r"y6 N (280'TO NEAREST Y - - - - - -�- - - - - - - - }`- - - - - - - - - , ,�� �Cy PROPO f-) 250 To Z I PROPOSED CLEARING LIMITS P PRAOX PROPOSED SEPTIC SYSTEM w w M i5'N' I &LAWN 8 LAWN GRADING PLAN (N.T.S.) _� -O 0.5'N J•• d G J'• m - ______________ `__________________________ Cover 2 ��' •� 0.6`S JCS RINKLER Cover L' EDGE OF-L�1N� BOX EDGE OF LAWN ww Prop. House 1'Min-2'Max Locking 1'Min-2'Max 3. 7 �y. 3z _. L0.w 50 F.F.=35.5' Below Grade Casting Below Grade 10' 20' ° 1 118' To Grade Max Slope 5 LEACH POOL '"� �N 70 23'00" W 236.23' DN"NT"ORCEDALTER"NONORAD°DONT-S9iR„ET Finished Finished 1 For20'Min '° m :"„DL"ND„DFEEDnoN osDF NEw Taixs"Euw. Grade=33.5' I' Grade=32.5' 1 (LOCATION N.T.S.) SEPTIC AREA PRIV.WELL ° Pro 320'TO (190'TO HCISE LOT#2 {LOCATIONN.TS.) i�o�uniFieRos�'gn�'sEaTsuuN°meeL""-T.- ,e posed 2.5' 1'Min ( WELLL'lATERAMDCOPY. P OP Iu[I Max Slab PROP.WELL) PROP.WELL) 285' (280'TO NEAREST sH"uRDNaaTTO NEOUARANTEPERs°NF°R�Naii�svavE+-eP�,RFD 30.3' I.E.O. - Spacer 6"Min PROP.L.P.) AND On MS DEN"LP TO HE R Erro NE n�sDc Es" 0 s'a(] I.E. I.E. 21' ' NOTTO�D°OH"MSR RON90RSUBgO EN JOHN GALLACHER 10, Depth 29.5' 29.3' Max cuNERS m Na sumo wain n�sm°uwcnmESNDT Min S' RECORDEDOR°NRECORDED Nmc°uuw Ur WFNMs Proposed Bottom $' Min s' EM„SX � � E „S �° rc LAND SURVEYOR 1,500Gallon4"Min Proposed 3' "ESREFOR"SPEDFDPDRP°SEu°°g°EaE°RE°E"° 59FLORENCEDRIVE M. in .-NDEO TO ODIDEIHEEREONO„OF FENOES RETMNO WSW S Septic Tank 2-8'0 x8'Deep POOLS.P"T°AP MNOME"gMpW9TOBR➢POSMDODER Bottom of Tank LeachingPools ' `°"=R°`"°"' Highest Expected REVISED: JULY 21, 2019 (well to d.w. 50 min) EUSENDEOPE" .TSOR.. Scc-AFFEOT.- MAN Elv=24.2' Bottom of Pool Elv=23.0' Groundwater Elv=17.2' SURVEYED: JUNi= 15, 2019 PROPERTTNELOGNDNEDFEM14LENISDRRYHSOF.W"rDP "EOORD"RESH°"""°EON°ErffDOPE°OP NE°�""N"S (631)-874-0400 _ MEPROVmEDTO1NE SURVEYOR. I SURVEY OF LOT # 1 SITUATE SOUTHOLD edge of asphalt pavement TOWN OF SOUTHOLD catch SUFFOLK COUNTY, NEW YORK basin MAP OF CHARDONNAY WOODS 0 30' AT SOUTHOLD SO SOU VIEW A VENUE FILED:AS MAP#822 19s9 SCTM # 1000 -51 -3 -3.1 ryo. AZ AREA = 40,000 Sq.ft. 0.92 Acres. "OPEN SPACE a (PER FILE MAP) O= rebar&cap set S 70023'00" E 173.54' 'D C4L'h Qn `- spike set d a NOTES: *ZONING:A-C(2-ACRE). `O Lc y *NONCONFORMING LOT REQUIREMENTS APPLIED PER CHAPT.280,ART.XXIII,SECT. 124. *FEMA FLOOD ZONE:X. N C *ELEVATIONS ARE REFERENCED TO NAND 1988. N z4.5 1a.1 18.4' 61 N z o �11.4' W O 4 'SO- 19.5' 7.5 m u DD 4 AUG - 4 2020 52.0' (A.9' T BUII.,DING DEFT. W � 0 o Z N GA44 s m i X O � UNAUIHONRED ALGEMnOH tYi AOQfIONTOTHs 50PYEY 11� L .� - ISAn°uiGNOFstcnoxrmeOEr wrwixsaTEuw. lawn `, spr.box w AA '—ES OFIwswaMEYwvxOTEEARPLGTHELAIss�wVEVORs c'e 7.5'n &lawn S0� REo sFuoP we°nsex sHAuxoreE rmsm+mroee Lp7 A VAl10 COPY.GUARANIEESIXL 03LMGnONSPIgCRFD HEPEW •p,0 `, z'n 0.5'n _- i SHALL RUN g6YMTHEPER50HPtlLYMW 1HE SGRYEY45 PRFFARED •NOON HIS BEHALF TO nETmECOMPANY,GOVERNMEM.LLAGExCY .01p drillhole• // ---- AxOLEx°mGwsrmniONusEOHEREvyANOroTHEAmcrEEs `, L— ------ 6'nJ oP THELExou+owsrmmOH nuARANrEEs aR rFmmunoxsArG: set in 3.3'n �`' __ • ND sum NorrRANSEERAELE rG AGana+unsrnuTmxsoR suasEOLvrt stone `�''--- ,—'''' p OWNERS MN—RGVIIDORR�EGANOPOLELOCAnGxsARENOT ------9------- 0.6 s❑_S boz er `` g -----lawn , �O ER GOARANi®.EASEMENISANdOR 6UBRrt3FK£S1R°CnALE4 -------- \---------------- ed a of lawn ed a of lawn EVCOH INE . ;.ME°TR° Y o.zs w ; LAND SURVEYOR OWENStOH SNONNHEAEON MEsnLGOMiEST011a=PRlNERLY ,�mFEso;.o;SK "°Gn�mOU Q N 70o23'00" W 236.23' 59 FLORENCE DRIVE PDO LS,PA—PLm-GmM AOOLNWST°8U—GSAN°0— GR HGGERFlGATGNiGMAGEAGTOHEEAGRTGEM UPDATE:JULY 28, 2020 (hse&gar under. constr.) ° OPEASEYFNSO RGNSOFWdARECTNGMS MANORVILLE N.Y.11949 PROPERTCiHE LOCATONSKEAgNEN15ORRiGHISOF.wAYK LOT#2 SURVEYED: JUNE 152019 (631)-.874-0400 PECORO APE To HENEW RSY6 CLRES OFn1E NSILLGNENLs ARE PROVIDEOTOTHE SURVEYOR I Lap SURVEY OF I Ye �] SITUAT C 0 SO UND VIENT A VENUE - MAY.01 2024 '1 TOWN OF Sol yo ati SUFFOLK CO.HEALTH 8-113ViCES SUFFOLK COUNTY OFFICE OF tllA.S T ErfJA"!'c"10G(:)T. MAP OF CHARDONt 30, 'OPEN SPACE A' AT SOUTH( (PER FILE MAP) FILED:SEPTEMBEI e AS MAP#E c S 70°23'00"E 173.54' 1000-51 -3-3.1 o. " s5ee 10,000 Sq.ft. • than rink �eme> 7 SUFFOLK CUUN FY DEPARTMENT OF HEALi 0.92Acres. s APPROVAL OF CONSTRUCTED WORK °op .9'w8 A SINGLE FAMILY RESIDENCE tip set l"�t 1—N a OX5 I Date: MAY 0 9 2074 H.S.Ref.No.R ID ;°mad�ll e2 ° CO The sewage disposal and water supply facilities at this k A-C(2-ACRE). °o�� \� - r inspected and/or certified by this Department or oth• WORMING LOT REQUIREMENTS M �6/� e 69 9 nd to be satisfactory FOR A MA;{IP,1Uh10F "'a"` �—n PER CHAPT.280,ART.XXIII,SECT. 124. �? a `P'' `\° r e'er"- — -t —� .00D ZONE:X. 9yso oJG` �O mS D A 245 I--------; REF#:R10-19-0076. ►�y 6-' TUM:NAVD 1988. C^1 I 7, •o 114, CRAIG KNEPPER,P.E.,CHIEF YSTEM DIMENSIONS,SPECS,&LOCATION r Lp2 e� 6.4 -_.I \ CFFICE OF WASTE MANAGEMEN ?ER INSTALLER;C.I.COVER ON SEPTIC TANKFemme j°u SERVED DURING SURVEY FIELD INSPECTION. 195 and garage a & a O \k UTS ARE AS PER UTILITY MARK OUT ° I rf.=35.9 f. LIES. gm l I g. =33.2' C drywel - I W60 AS PER SURVEY FIELD INSPECTION. I \ I>I ' LLS&ELECTRIC LINE ARE AS PER OWNER �y r I R; I & '6 II O i leach Dools) \ J t 51.9' ° o tside paver walk m STEM LOCATION: )� A B l driveway 20' 19' W 8O' \ DL1 19' 32' - drywe0 DI-2 31' 26' p I asphalt `r' in& � >TION M \ °t a � m � ~ Res fin. ener• �\ U1 S/—LJ"star E y5�• 4GE: E/say E ,<<GGAL 4R,ROOF OVERS, It•" \ P /SHOWER,SHED=3,482 S.F. °E sPr.bo n chaff 6 C0 O �, •• /(40,000)x 100%=8.7% jse am�e —�L----00—CO!'—"-CC)-0Ory) ten �r a,s.• stone 0.6"s'-"b i er zo• t e• r N 70°23'00"W 236.23' 6S0( aruac ell s�O (low9on n.Ls.) LAN (190'10 LOT C 2 (300'to subjer] ecl P—rs nearest �'s leach Pool) JOHN GAL LAND SUR REVISED:APRIL 15,2024(locations of sept sys and utilities) 59 FLOREN FINAL SURVEY:DECEMBER 14,2022 MANORVI a....a " SURVEYED:JUNE 15,2019 (631)-674- i REScheck Software Version 4.6.5 Compliance Certificate Project Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 13% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: WX.• . Compliance: 12.8%Better Than Code Maximum UA; 553 Your UA: 482 MaxlrnutTi SHGC; 0.40 Your SHGC: 0.20 . The%Better or worse Than Code Index reflects how close to compliance the house Is based on code trade-off ruleo. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity cont. U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss, 2,115 38.0 0.0 0.030 63 Ceiling 2: Cathedral Ceiling 60 30.0 0.0 0.034 2 Skylight 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 5 0.400 2 SHGC: 0.35 Wall 1:Wood Frame, 16" o.c. 3,727 19.0 0.0 0.060 189 Window 1:Wood Frame:Double Pane with Low-E 338 0.280 95 SHGC: 0.21 Door 1:Solid 95 0.140 13 Door 2: Glass 149 0.310 46 SHGC: 0.16 Floor 1:All-Wood j oist/Truss:Over Unconditioned Space ��FtED A 30.0 0.0 0.033 72 A..4 Compliance Statement: The proposed building design described here i t it tf g plans, specifications, and other calculations submitted with the permit application.The proposed buil g s ee si ned o et the 2015 IECC requirements in REScheck Version 4.6.5 and to compI with the mandatory requireme s li ted ec I Checklist. Ss•... �l � j/ Name-Title Signs 9�F o 1525� y0� Date NE`�� Project Title: Report date: 06/04/19 Data filename: \\MAIN-PC\Autocad Files\RESCHECK\1923-MURPHY.rck Page 1 of 1 REScheck Software Version 4.6. 1*JVf Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # pre-Inspection/Plan Review Complies? Comments/Assumptions &Req.ID Value Value 103.1, :Construction drawings and ❑Complies 103.2 'documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the :building envelope.Thermal ❑Not Observable :envelope represented on ❑Not Applicable construction documents. } _ 103.1, 'Construction drawings and i❑Complies 103.21 documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 :lighting and mechanical systems. []Not Observable ;Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate compliance with the IECC :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 [Pit2]2 .?on loads calculated per ACCA E ,❑Not Observable +Manual J or other methods ; Cooling: Cooling: (approved by the code official. Btu/hr ° Btu/hr ;❑Not Applicable ` F i F t Additional Comments/Assumptions: rl High Impact(Tier 1) j,2 I Medium Impact(Tier 2) ,3 Low Impact(Tier 3) Project Title: MURPHY RESIDENCE Report date: 07/11/19 Data filename: \\MAIN-PC\Autocad Files\RESCHECK\1923-MURP,HY.rck Page 1 of 8 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303 2:1 rA protective covering is installed to ;❑Complies [FO11F 4 protect exposed exterior insulation ❑Does Not 4 Viand extends a minimum of 6 in. below grade. '❑Not Observable ❑Not Applicable ,403.9 4Snow-and ice-melting system controls!❑Complies [Fdi. ]z >installed. ;❑Does Not i ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2.<Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MURPHY RESIDENCE Report date: 07/11/19 Data filename: \\MAIN-PC\Autocad Files\RESCHECK\1923-MURPHY.rck Page 2 of 8 Section'I Plans Verified FOeld Verified - # FramAng/Rough In Inspection Complies? Comrreents/Assumpti®ns &'ECe Ift Value 1Jalue q� 402.1.1, :Door U-factor. U- U- :❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FRl]1 E ' ❑Not Observable ; 'g ;❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies See the Envelope Assemblies 402.3.1, :average). ;❑Does Not table for values. 402.5 3 ;❑Not Observable (FR2]1 i❑Not Applicable 303.1.3 ;U-factors of fenestration products m ❑Complies [FR4]1 :are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable :taken from the default table. I ❑Not Applicable 402.1.1, Skylight U-factor. U- HU- ;❑Complies See the Envelope Assemblies 402.3.3, E f❑Does Not 'table for values. 402.3.6, 402.5 E ❑Not Observable [FR5]1 F ❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier '❑Complies [FR23]1 ;installed per manufacturer's ❑Does Not instructions. l § �❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting `:., £,a. ❑Does Not AAMA/WDMA/CSA 101/1.5.2/A440 _ f :or has infiltration rates per NFRC ❑Not Observable , 400 that do not exceed code ;• R E]Not Applicable limits. +. 402e4.5= '=AC-rated recessed lighting fixtures �.a„,' ❑Complies sealed at housing/interior finish I ❑Does Not f and labeled to indicate s2.0 cfm I. .leakage at 75 Pa. ;. • m�❑Not Observable ❑Not Applicable 403.3.1 :Supply and return ducts in attics. ' = . 0Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and >= is - `$' R-6 where < 3 inches.Supply and g. , .• ❑Not Observable return ducts in other portions of 3 „ . ;, ° -• gj❑Not Applicable the building insulated >= R-6 for ; :diameter>= 3 inches and R-4.2 :for< 3 inches in diameter. ' 463.'.5 `•-"Building cavities are not used as .' _ ~, g❑Complies [FR15]3` ducts or plenums. I ❑Does Not _ ❑Not Observable $,❑Not Applicable 401.4 ;;HVAC piping conveying fluids R- R- ;❑Complies (FR7,7]?• i above 105°F or chilled fluids ;❑Does Not below 55 4F are insulated to>_R- J ❑Not Observable :❑Not Applicable 403.4.1 Protection of insulation on HVAC „L r ❑Complies [FR24]1 piping. ❑Does Not ? ❑Not Observable g I❑Not Applicable 1 High Impact(Tier 1) 2']Medium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: MURPHY RESIDENCE Report date: 07/11/19 Data filename: \\MAIN-PC\Autocad Files\RESCHECK\1923-MURPHY.rck Page 3 of 8 ,:Section I- „ Plans Ver"ified { Field Verified # ng/Rough-In.Enspection € . ccimplies? g Comments/Assumptions. :. Value •. � ...,1laEue.., . . �rarrsE &,Req.lD. } 403.53 •."Hot water pipes are insulated to R- R- ;❑Complies [FR18]2°', f>_R-3. UDoes Not tlNot Observable ❑Not Applicable 403.E Automatic or gravity dampers are ,;❑Complies [FR19]? installed on all outdoor air ❑Does Not ;'intakes and exhausts. f { ❑Not Observable s❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MURPHY RESIDENCE Report date: 07/11/19 Data filename: \\MAIN-PC\Autocad Files\RESCHECK\1923-MURPHY.rck Page 4 of 8 Section i Plans Verified - Field Verified #, Insulation A lnsfsect�on Carnlslies? Comments/Assumptions & Req.l� Value Value 303.1 ),All installed insulation is labeled i ;❑Complies [IN13]2 or the installed R-values ( - tboes Not I y ^;provided. ;❑Not Observable r❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood E❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel E❑Not Observable ❑Not Applicable f f 303.2, Floor insulation installed per `.❑Complies 402.2.7 manufacturer's instructions and UDoes 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 f❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass :❑Not Observable [IN3]1 :exterior,the exterior insulation ; ❑ Steel requirement applies(FR10). ❑ Steel -❑Not Applicable E 4 E E 303.2 :Wall insulation is installed per �❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable 1❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2.i Medium Impact(Tier 2) =3 Low Impact(Tier 3) Project Title: MURPHY RESIDENCE Report date: 07/11/19 Data filename: \\MAIN-PC\Autocad Files\RESCHECK\1923-MURPHY.rck Page 5 of 8 Section E Plans Verified Field Verified # Final Inspection Provisions Complies? j Comments/Assumptions_ & Reti.IC3 _ Value Value 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.E ❑Not Applicable PPlicable ._....._..__.._.................___._.______._....__..__.._ _.r _...._........ _---�.___. 303.1.1.1, :Ceiling insulation installed per ;❑Complies 303.2 :manufacturer's instructions. ? ❑Does Not [FI2]1 Blown insulation marked every : 300 ft2. C❑Not Observable ' UNot Applicable 4022.3` :;, Vented attics with air permeable ?❑Complies [17122]2• :r insulation include baffle adjacent ❑Does Not '!to soffit and eave vents that 4extends over insulation. ?❑Not Observable - ❑Not Applicable 402.2.4 :Attic access hatch and door R- R- ;❑Complies [FI3]1 :insulation zR-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 f :❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable E ❑Not Applicable 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 '❑Complies [FI4]1 cfm/100 ft2 across the system or f 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. f _ 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ,❑Complies [FI27]1 determine air leakage with E ft2 ftz ❑Does Not ::either: Rough-in test:Total :leakage measured with a '❑Not Observable pressure differential of 0.1 inch E :❑Not Applicable w.g. across the system including F the manufacturer's air handler { enclosure if installed at time of ; :test. Postconstruction test:Total leakage measured with a i pressure differential of 0.1 inch ':.w.g. across the entire system including the manufacturer's air s f handler enclosure. ; __z..�..........___ _ 403.3.2.1 :Air handler leakage designated j❑Complies [F[24]1 :by manufacturer at<=2% of! 1❑Does Not I design air flow. ❑Not Observable 3❑Not Applicable ........_._..._._..... 403:1.1 <Programmable thermostats `❑Complies (F.19]2 installed for control of primary ; b❑Does Not ?heating and cooling systems and initially set by manufacturer to ! ❑Not Observable code specifications. }❑Not Applicable 403J.:2 Heat pump thermostat installed ❑Complies [F110F on heat pumps. !❑Does Not i ;❑Not Observable I❑Not Applicable 403:5.1 ''Circulating service hot water ? � E❑Complies [Fill]2 ' systems have automatic or € t❑Does Not ;accessible manual controls. ❑Not Observable 4 e } ElNot Applicable 1 High Impact (Tier 1) 2 ;Medium Impact(Tier 2) '.3: Low Impact(Tier 3) Project Title: MURPHY RESIDENCE Report date: 07/11/19 Data filename: \\MAIN-PC\Autocad Files\RESCHECK\1923-MURPHY.rck Page 6 of 8 Section.' Plans Verified Field Verified # Final In51?eC$IOn Provisions,' Complies , Commen$s/Assurriotloils Value."!-,. Value &'Req.I Ds 403.6.1 ,•;All mechanical ventilation system(:9 :° {❑Complies [1`I2512:':' '..fans not part of tested and listed '. '❑Does Not HVAC equipment meet efficacy ..F and air flow limits. 'ONot Observable t { Z 1❑Not Applicable 403.2: :Hot water boilers supplying heat ❑Complies [F.12612 r.;through one-or two-pipe heating [' (❑Does Not systems have outdoor setback g' control to lower boiler water ®tt❑Not Observable v ;`-Jtemperature based on outdoor k ❑Not Applicable temperature. 403&1.4=;Heated water circulation systems j°.. ~." ❑Complies [17128]?',_,,'.;``have a circulation pump.The l ❑Does Not >`•:^,)system return pipe is a dedicated I' return pipe or a cold water supply i 1❑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 I `" occupancy. Controls ':I automatically turn off the pump { { ?when water is in circulation loop I ' is at set-point temperature and ]no demand for hot water exists. ' i 403.5.1:2 j Electric heat trace systems -i❑Complies [FI29]z' :comply with IEEE 515.1 or UL ,i❑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 .'a ° : ' ❑Complies [17I30],_,, have recirculation pumps that '"~ a e r` ° t❑Does Not PUMP water from a heated water j'. i ❑Not Observable supply pipe back to the heated j❑Not Applicable jwater source through a cold " { PP water supply pipe have a e {demand recirculation water 1 system. Pumps have controls ! ' ,that manage operation of the { pump and limit the temperature . I i of the water entering the cold z ;water piping to 104°F. 403.5.4 ;Drain water heat recovery units _ a❑Complies [FI31']z ;'tested in accordance with CSA 1. • i❑Does Not B55.1.Potable water-side { pressure loss of drain water heat I ❑Not Observable ,, ` `` s ❑Not Applicable recovery units< 3 psi for PP individual units connected to one j or two showers. Potable water- d j aside pressure loss of drain water I d !heat recovery units< 2 psi for individual units connected to i three or more showers. €` 404.1 -75%of lamps in permanent s " ❑Complies [FI6]1 fixtures or 75%of permanent (❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage i.. ❑Not Observable lighting. PP y ;,. ❑Not A licable : i • 404 1:1'; ,` Fuel gas lighting systems have f`' c❑Complies l (FI23j3:."`-,no continuous pilot light. § 4 i ❑Does Not ,❑Not Observable t` -I❑Not Applicable 1 High Impact(Tier 1) [2',!Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MURPHY RESIDENCE Report date: 07/11/19 Data filename: \\MAIN-PC\Autocad Files\RESCHECK\1923-MURPHY.rck Page 7 of 8 Section Plans Verified Field Verified ' I # Final Inspection provisions ,. Complies? Comments/Assumptions & RegaD° .Value Value 401.3 -",'Compliance certificate posted. s ElComplies [FI7]2 ; t € ❑Does Not i =❑Not Observable 4 4, S❑Not Applicable 303.3: Manufacturer manuals for s❑Complies [FI18]3 <mechanical and water heating ❑Does Not ,.._,:systems have been provided. ; f {❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ;2-lMedium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: MURPHY RESIDENCE Report date: 07/11/19 Data filename: \\MAIN-PC\Autocad Files\RESCHECK\1923-MURPHY.rck Page 8 of 8 2015 IECC Energy Efficiency Certificate Above-Grade Wall 19.00. Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window ' 0.28 0.21 Door 0.31 0.16 Skylight 0.40 0.35 Heating System: Cooling System• Water Heater• minim Name• Date• Comments s CONTROLLED FILL CONSISTING OF IMPORTANT NOTE: CLEAN INORGANIC MATERIAL PLACE To�g I o H I,ON LIFTS ) DEPTH NOT TO EXCEED INCHESINCHES IN A p 37a.ii S D DEPTH AND BE COMPACTED,UNDER °'o-a Y�"•^'c�{o wawa ca_nn our Mau W.OF THEM SUPERVISION.TO A DENSITY , 8 GNOW AND ICE GALRD m •"` W.OF THE MODIFIED PROCTOR DENSITY UNDER COPPER FLASHING+ AT SOILS TO MOISTURE USED FOR CONTROLLED PER FILLSTM HALL BOILS TO BE USED FOR GCNiROLLED FILL SHALL Owd:R9HIP ANO UDE CF HAVE LE99 THAN IM PASSING A.200 SIEVE UT" NO PARTICLE 912E NO LARGER THAN 2 INCHES. • 4•THICK PG SLAB COPPER FLASHING TO PROTECT fannN Tae mnfmY C STEPPED FOOTING FROM INSECTS 4 DECAY .w�aro-I�v-'se A9 REOblSEE SUP. b'X6•IOAO WWM .aa T ,1rw NOTE 4B SHEETS) ----- --_-- a --_-- -- - ------ a COMPACTED FILL X• *. own ms0xfcsr�nw a a n _ I• )', 3•X3•SLOTTED WASHER PLATE �UNEXGAVATED TEPPED FOOTING _ ANCHOR BOLT AS REOb(SEE SUP. 9 I I DCWELLSR'tam 4•PL.SLAB W/ E NOTE 7B 6HEET'U 12.OG 10A0 WWA MESH OVER DEI'RESgFOR POROF FIL ILSN r— - --� I o I r- ---- - - � I a DETAIL X-X _ I SLAB LEDCzE _ SCALE, 3/4•.1'-0! • H'JL JE /H•TJl FRJ.9 _ �I6.O I . L a— - -e a d X I I a ED AREA SHOWS KITCHEN ISLAND ABOVE 1BASEMENT LL Y 4•PL.SLAB Wt 6X6 10A0 WWl I - -I MESH OVER b MIL VAPIOPOROUS u�Q BARRIOR AND S•FbRO19 FILL-, I. •:_ ___�__ I I I m SAW CUT MTROL JOINTS IN T_ �X CRABKSREWIREDroPOR P J riw CRAOCI=REVENTION 1==� ---`°I - h• WIN yp DoJsrB6� I—_ -•m_-- Q•THIac PL.FOaNDATION WALL wrc2)-4 �m y� offl k fl m c L--.t --- I I ON 1>124'P-FOOT LLN FROM TOP OF WALL O R�¢m�4�ns Q� W J ON REVARS. 7X4 FOOTING W(2)CONY. O Xd 999J ANCHOR,DOLTS KEY,X.7'O A DIA _ JJ Z _ I FROM CORNERS RNERS AND EN S,oL.AND O• W�j W m 3 V TERMITE$HEco -SILL ALERADm2Xh• auJ.SILLS P W a - "" _'I F 14 - a yt' i'�I"II I I•I I I Lz J I N _ �i9hay -„Ltl I I I I I BEAMva I U 0 W BILCO DOOR,EXACT SIZE OF FOIIDAHS LE TECOORDINATED - I O b .2ri O��Q� ---- 9�a I I________ • FOR OUTDOOR SHOLLERAND WITH SELECTED CBILCOOORDINATED D m HA D y GYP.BD.UNDER STAIRS. GARY�ENTRY DOOR INSULATE WALLS AND UNOERSID I• W O TEPS ABOVE.BEE FLOOR PLAN Fi I L — — J III Q s STEPPED FOOTM ---- a X a a ASRE2 SHEE ) 0 - — - d NOTE aB sHEfT•uFCK Nil, U I --- - A9 9EET _ DROP ND TOP OF FOUNDATION �.X TO 11- I\\ _I NOTE QB SHEE ) �I MP AT 33 LOCATIONS) UNQ LUNEXCAVATEDbXb 4' SLAB W/ -0 PL. V\ R uu \ / I I •10/10 WILL MESH OVER (�V S)e'rT•PE•X-GYP.BD O ___ _ \ - I 6'POROUS FILL. ON CEILING ATW5,PR F FINISH 'T MR S'-0•AWAY(TAPE I / \ I IiUNEXGAVATEDAND SPACKLE AS PERmI CODE 19 [ IL DIRECT VENT FLUELESS g , I Fi1fd1KE 4 WATER HEATER I 4•W DE PG APRON .4 4•PL.SLAB uv VER UT14 OWER )' \ - W/0 WILL MESH O�ISR POISa15 FILL PI CH SLAB TO I DOOR I i 1 • 'O� I D'THICK PL.FOUNDATION WALL W.(2)-4 CONT.REBARS 4 DOIIN FROM TOP OF WALL 3 j ON 12>04•P.C.FOOTING W(2)CONT.S REBARS,2•X4•KEY,PROVIDE 5/8•DIANep�v ANCHOR BOLTS•MAX 45'04.AID 12• FROM OORNE OVI RS AND ENDS.PRDE I i 3 IL U a e TERMITE 9HEILDAILL SEALER A L D(2)2•Xb• I _ - fl/ ak FOUNDATIONP 0 / AGO.SILLS _J I1L Y �4i)Q d z a w LE..•.N,-m. ENN Na G i CONTROLLED FILL CONSISTING W G O CLElWJ IIOIYaANIC MATERIAL PLACE ON LIFTS NOT TO EXCEED O INCIIES IN 31y'DLL STEEL PIPE ON B•XH•X4*'STEEL 9a DEPTH AND BE COMPACTED,UNDER TE ON NON SHRILL MASTIC ANCHOR BOLTED 1; INDEPENDENT SUPERVISION,TO A HIN"LIM _ _ _ /DIRECTLY ONTO FOUNDATION 55%6 iNE MODIFIED PROCTOR DENSITY 1Pa I6'XS'Wpop p09T ABOVE,BLQ^K SOL"' 1923 d ar oPrinrl MOISTURE CONmaT PER ASTH DI55T. \l AS NOTED SOILS TO BE USED FOR CONTROLLED FILL SHALL _ TO BEAR,POST OR FOUNDATION HAVE LESS THAN 10-PAESINC4 A 400 91EVE WITH z NO PARTICLE SIZE NO LARGER THAN 2 INCHES. J a M1 USED BY PERMISSION OF LIVING CONCEPTS 3aT1091TS a4�LA OO g 8 IMPORTANT NOTE: .mxu,smuE FTHAM0 E n oALn()%C4MC��q•� Y A91nlp-QLL o£O HofE'D ROWF II�EINAnBIi Ta 4Mf-IN1EHF➢ OWNW�AP AND USE OCCOMETNTATIONL NEUIRM'[ A1O V'[CnfJ,l'3Y. S4AMNG �vExTEG Amc� N e%w.m Aga A,o 6'X6•SUR TH POST WI eoL ueee AGWT RArIFI _ _ _ ENCLOSURE,BYOWNDESIGN ( _ maw SELECTED OWNER TTP.OF Im) ��%B%p,�oq%•� YEtAI ORF .�-NB C G AV 'fie oRm�wf�i Mf ,nn • fN[E BARvt9AA1WN Z YIICIII����� / _�_e _ TLOYtYA YI®G•AL UAW AND e,•KT • - po•T KM tlnIV tA,IGW • I"Gn.BA _ ------------------ - GWN1aYg60L1D ----- ------------- ---- �I A.T J WIT mxc ols•'/° COVERED a-fsWAnasAAmt I TERRACE I cTRIsIv OTR13m1m G,�@Im I • !8'-9`TRAY CLG) I GiR181m CfFd3mlm GTRISim CNN9 CJW1245 CN149 CNI45 CXUR45 CNI45 ' t/Y Eri.m.POT. (2)P4•XI6-n•LAM xI.91EAmaG - - - AT IAD�R91 (3)2•XI2• D(=OF ROOF (3)2•XQ• - AIR SEALING DETAIL o SCN.ENifi AT imW FdrE Fp�q���Iv. _ Til . Ip NING -"�, `-' i'f-.+�y : •QZ.N e•Y11LdM _ -f3 -XIS• X LINE OF SECOND FLOOR ABOVE ,A%i `.; „yANCE WALL A4 RE*�,•;."- TOCONCEAL•I•BEA'i`'�'"' , `,t, MASTERj I I - ., I SUITE MI I I ESCAPE WELL WITH REMOVABLE GRATE � j% "•4»j N S LINE OF ECOD FLOOR _ FlREPLA(_E s S # SELECTED BT aWER ABOVE- *P �`-' '" FAMILY rem'I •cLG)---- . 80 OOM I �x( KITCHEN LAYOUT AND ZZ •+ APPLIANCE LOCATION WITH OWNER !�' Q�K�Of ROOF RAFTERS ABOVE. � -PCT. 32 RAISE AS REQUIRED TO I� CLEAR FLLL9N14.0 �7 u AIR"SEALED WALL DETAIL - �� _ �I • I i�w���w�W���w�Q� +� = i• E_= aEnMRIGwa_Lnea.E _ _ � $`�$ u MINN.INS �-aQ�Wbd&mwc� MAS I I s r atrw�> Q�iH���a - 5ATI-I F k' MEa HANGER FOR ENERGY NOTES: KI n.an SEA -- ----- • nl •xIs•n.L L.ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 10 -37 U) INTERNATIONAL ETERIY CONS ATICN CQLiTRU MON CODE. DDEETER1 AUTHORITY AN�R�LY�ICC1�P To IE, T SHALL BE PERMITTED HE AV ^4' I LLI > (Y/ r m'-m cLG) O r ENEr�T 6FIOIQICY rEQNIREv BY TTNs CODE. � I UTILITY u R-N 2.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE I m•CViI =J O BUILDER AND POSTED ON A WALL IN THE SPACE UHEFE THE RURNAGE IS LOCATED.CERIFICATE SHALL COMPLY WITH IRC I _ ! I][ 3.ATTIC OR CRAWLSPACE ACCESS SHALL BE WEATHERSTRIP(ED AND INSULATED TO A LEVEL EQUIVALENT I R TO THE INSULATION THE SURROUNDING SURFACES. LIE W SECOND FLOOR 4.I S5 ULATILN COMPONENTS OF THE BUILDING rHER14L _ W"II 2 I I ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402AU.UHEFE REQUIRED BY CODE (Im•-m•CLCil OFFICIAL,AN APPRC W THIRD PARTY SHALL INSPECT ALL CO•IPCNFNTS TO VERIFY COMPLIANCE. 5.TESTIG-BUILDING OR DUELLING UNIT SHALL BE TESTED o N o AND VERIFIED HAVING LESS OR EQUAL TO 3 AWCSm IN CZ 4A,5. S &A,TEST IG SHALL BE CONDUCTED BT AN APPROVED THIRD FOYERW PARTY. (Im'-m•CLGJ 6.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE N5ULATED TO A MN.R-S•3.OR GREATER DIAMETER AND - Sp ry' LABEL SELF: R-6 AT DUCTS LESS THAN 3-IN DIAMETER I CLOSING DOOR UL O 64.DUCT SEALING-DUCTS,AIR HANDLERS AND FILTERS BOXES ZZ SHALL BE SEALED. U (2)P XIIT*•M LAM O O [3l P •n.LAM W F I X 3H - I 2'-m•WIDE PO.APFKIN O LL T.DUCT TESTING-DUCTS SHALL BE PRESSURE TESTED TO - - - - - FL. DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. 1�4 I - J WB.BUILDING CGINTILEVER5 SHALL NOT BE USED AS DUCTS AID I — o Ptjzt 1. ENTRANCE DOOR STUDY I COVERED Ia , 9.MECHANICAL SYSTE71 PIPING P45ULATION CARRYING FLUIDS AS SELECTED BY OWNER - (Im'_m•GLCJ I - PORCH LESS THAN IODF DEGREES OR GREATER THAN 55F DEGREES ARRC F Q• Id•TJ I m J •16.OD.SHALL BE INSULATED WITH R-3 MIL - I - _ I(V (`�,(���•-F`` VTC �, m.MECHANICAL VENTILATION-9114LL MEET REQNREMENrs OF i - I• I ON FIRST FLOOR ALL DOORS TO BE V-0° H THE IRC/IMG IL EOUIPM'FNT SIZING-PER ACCA MANUAL S.BASED ON LOADS I --- CALCULATED PER ACCA MANUAL J AS PROVIDED BY THIRD - f3n�- - ®4•XB°OR 6"Xa°POST BLOCK SOLID PARTY HERS RATER 2 YS•16.0 _ - _ S 12.LIGHTING.A MIL OF 15A OF PERMANENTLY INSTALLED FOUNDATION OR BEAM BELOW FIXTURES MIUST HAVE HGH-ETFICIANCT LAMPS. Z B.ALL,FLU MBMG AND ELECTRICAL SYSTEMS SHALL MEET THE u SO 3T'2°DNA,STEEL PIPE DIRECTLY ONT ti IRO CHAPTER II ENERGY EFFICIENCY.INTERNATIONAL F 3 I FOUNDATION BELOW a E'- MECHANICAL CODE.INTERNATIONAL ENERGY CONSERVATION - (2)2•XB• 2 CAR CODE.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL GARAGE CONTRACTOR TO SUBnIT IN DETAIL THE DESIGHE,, 'O CALCULATIONS AND DRAWINGS.WRITTEN STATEPEHTS OF THE CTW810 OTFBmIm CTRIB m H o v MECHANICAL,AIR CCNDITIONWG VENTILATION HEATMG CK145 CXW45 CNI45 _ ' I� FIRST FLOOR PLAN SYSTEMS(NEW, STIG OR UPGRADED)STAMPED BY A 5/8 'X GYP.Do ON EXI PROFESSIONAL ENGINEER REQUIRED BY THE BUILDING 0 SCALE.Vi•I'-m• ,' N DEPARTMENT. N AND ALL WALLS TAPE SPACIQE I coax nW WI ADDITIONS,ALTERATIONS OR I I SHALL COMPLY SQUARE FOOTACES WITH IECC 2015.ALTERED PORTIONS OF THE EXISTING BUILDING _ A Is NOT REO111iED TO COMPLY WITH THIS CODE I _ FIRST FINISHED FLOOR= 2,I15 5F. B.MMITPi ONE PImGRAM MABLE THERMOSTAT SHALL BEPV1 I o FOR EACH SEPARATE 14EATM AND 9 ST TEMM N i1CCOT;DAlCE WT14 SECTION CONTROL SYCOOLINGSTEMS. ,tH Q b^z ,1 SECOND FINISHED FLOOR- S12 SF. V O)2•X0• TOTAL FINISHED AREA =3jd81 Sr, �N11 O wm L f' Is.ALL EXTERIOR WALL.FLOOR/CEILNG JOISTS SHALL BE AIR -- N SEALED AND INSULATED M ACCORDANCE WITH RIBIO TABLE R402AIL cT CTFd3mlm cmal-o GARAGE = 642 S.F. O? G APPLY A FRESH BEAD CF CAULK TO THE TOP AND BOTTOM R, PLATE IMMEDIATELY PRIOR TO INSTALLING GYPSUM WALL CNNIas cwln45 al45 FRONT COVERED PORGN = 1 SF BOARD. - - REAR COVERED TERRACE 281 81 SF- . g ,1 ARNG No. �`1923l • - d '/TI ,p AS NOTED 9I e A c a "i � 8 �••L.E.W. ��� USED 13Y PERMISSION OF LIVING CONCEPTS1 4oIImSHTS AB G IMPORTANT NOTE: `' I 8 � 67 ' OwgFafaP AIID LL�E W _ _ pOCIf1ERATWL p1NNl..Vo dtcnG�1C�� �LL e[R.YS.V!ao eWY1 RTMN M'liTWT }• Doaedl. M(io An OnE�nnlcR q�•K•� HRrof TotxVSYafLrf 11FY ONm.m lw elTG _�r1c�u 'wp®rtm�Y 1¢'aUL uuna.nuei .16wwr I I I I I I I I I (�Q4 I 11 I q4 V - 9 I ATTIC 9 ATTIC rc BEDROOM-2 • Haag!_la=AS REOU*amP�ToO I (e•-o.cLw Vl —�--- --------- I-----------------+�--- I �mff ACCESS rc ass SD r� 6 RAISE AS REON�D TO O %� I JmaO � EmulL� CLEAR FW9N W BEAM BEL ZZ�yy DIM ZZ�wWW. �w spap ATTIC ACCESS(TT (LOCATIOW p { I I PE BEDROOM r3 rs•-m•cL�� ra•-m'cLr� TO BE A9 DIRECTED BY � (8 O'CLCil I BED ,(a m - jyy�Q ���Y��� Z —•a• — — — - TN• v _3 - — — — — — — — •� — I Sd oQ m — a�w �_ s DEsIGN P RCODE. $ mo I •'a� �a � �n • of w SD Q AaccFs.� •a Arnc H� � �L IN. nE aao IVZ .. ATTIC DMULATE ALL CCrr,a,waLLS MTH Arn In Q � o S - II �P• A II F u - -- --- (P YOB Z3eo,,.. - - - - — - - - - — QUO d"^z BEGONE) FLOOR FLAN scaLE•b••r-m• .wc rm. nms IS23 a g AS NOTED 51 3 �.LElU. o USED BT PERMISSION OF LIVING CONCEPTS e.rroSHs —L",A. OO DO NOT PROCEED WITH., U _ UNTIL SURVEYO;9ANJING F,0UNDATI0N'LO.C14T10N. ,.II.r;. Must provide Manuals APPROVED AS NOTED D,J and S as per DATE: B.P.# 0 NYS Energy Code FEE: BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE ELECTRICAL FOLLOWING INSPECTIONS: INSPECTION REQUIRED 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING.& PLUMBING 3. INSULATION ' Fire separation 4. FINAL - CONSTRUCTION MUST required as per BE COMPLETE FOR C.O. NYS Code ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEV, YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATE ON LEAD CONTENT BEF01 CERTIFICATE:OF OCCUPANT COMPLY WITH ALL CODES OF SOLDER USED/N WATER NEW YORK STATE & TOWN CODES SUPPLYSYSTEMCANNOT AS,REQUIRED AND CONDITIONS OF EXG�EED2110OF 1%LEAD. G BOARD -'Pt;UM,B►NG Ll`pLUMBING WASTE -QllT1�/9�8�6VVhtifSTEES ,- �WATEE3.LINES NEE© k. :- .. N. . . 144COVERING OCCUPANCY OR TRUSS PLACARDING REQUIRED USE IS UNLAWFUL WITHOUT CERTIFICATE OF :OCCUPANCY Blower door and ductwork testing required. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765.1560 before Backfill,OR Provide Engineer's Certification All exterior lighting that the drainage has been installed to Code _ installed;replaced or repaired shall conform to Chapter 172 Of the Town Code SUPPLEMENTARY CONDITIONS OF THE CONTRACT FOR WOOD LIST OF ABBREVIATIONS TRUSS SIGN IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESS HE w 4- +� CONSTRUCTION OF THE RESIDENCE 53. All lumber shall be Douglas Fir Larch #2. Design values shall be that as published in o AFF-------ABOVE FIN FLOOR MAS-------MASONRY » IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Z American Forest and Paper Association Wood Frame Construction Manual. RCM) 2015 Edition - Z =:) GENERAL for 1 and 2 storydwellings. as per R301.2.1.1 Section 1 ALUM------ALUMINUM MAIL------MATERIAL c.D w z 9 ( P ) APPD------APPROVED MAX-------MAXIMUM ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. z^ 1. Contractor shall check & verify all conditions at the site prior to starting of work and he 54. All lumber shall be fastened as per the Wood Frame Construction Manul 2015 Edition APPROX----APPROXIMATE MECH------MECHANICAL IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND rv� shall familiarize himself with the intent of these plans and make work agree with the some. fastening table R602.3 5 as per R602.3.1 BD--------BOARD MFG-------MANFACTURER 2. Contractor or owner shall obtain a Building Permit from the local town prior to starting any g ( ) ( P ) BBD-------BUREAU/BLDG DESIGN MIN-------MINIMUM REFLECTIVE< SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND �� work. If contractor or owner does not receive a permit prior to start of construction the 55. Design Loads: eLK-------BLOCK MISC------MISCELLANEOUS Z o responsibility in correct code compliance nor dissimilar interpretation of Location L.L. D.L.. Deflection BR--------BRICK MO-----MASONRY OPENING REFLECTIVE RED NOTE: SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE ``N ZE W o Architect holds n r p y p P BSNT------BASEMENT MTL-------METAL PANTONE 1187 ALL RESIDENTIAL HOMES " " ¢M¢ Q z 1st Floor 40 psf 15 psf 1 360 NOTIFICATION ALTERED BY FOLLOWED BY HIS SIGNATURE AND codes by the town plans examiners. 1 360 CEM-------CEMENT (N)--------NEW USING TRUSSES, � "`¢ cn 3. Contractor shall obtain all required approvals, permits, certificate of occupancy, inspection 2nd Floor 30 psf 15 psf / CER.T.-----CERAMIC TILE NIC-----NOT IN CONTRACT THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION approvals, etc. for work performed from agencies having jurisdiction thereof. Attic- Limited Storage 20 psf 10 psf 1/240 ----- PRE-ENGINEERED LUMBER, 9 P P » » CL--------CLOSET No--------NUMBER OF THE ALTERATION. CD o< Z PP P g Under 3/12 Attic-Non Storage 10 psf 5 psf 1/240 (must be under 3/12 slope) CLG-------CEILING N.T.S. -NOT TO SCALE : OR HEAVY TIMBER WILL BE 4. All work shall conform to the 2015 International Residential Code (including the 2017 Uniform * 1 240 COL-------COLUMN OF--------OFFICE REQUIRED TO GET A TRUSS �`~`'� `_ Code Supplement), State Energy Conservation Code and all rules and regulations of Roof < 3/12 30 psf 7 psf / Roof > 3/12 * 30 psf 7 psf 1/180 CONC------CONCRETE OD-----OUTSIDE DIAMETER SIGN, SHOWN HERE LLJ <Q Town of Southold. 1 240 CONC BL----CONCRETE BLOCK OPNG------OPENING » Qcn� a Cathedral Ceilin 40 psf 15 psf / CONSTR----CONSTRUCTION PLF-POUNDS PER LINEAR FOOT THE CONSTRUCTION TYPE 1/2 STROKE *M)Ae- plywad -�� z z� 5. If in the course of construction a condition exists which disagrees with that as Indicated on Decks close to flgrst floor p DESIGNATION SHALL BE W N DEMO------DEMOLITION PLMB------PLUMBING N these plans, or if there are any inconsistencies on the plans, the contractor shall stop work Balcony and Decks(over 1 story above grade) 60 psf 10 psf 1/360 DEPT------DEPARTMENT PLYWD-----PLYWOOD "I".ll",'III','11r,OR'V' o o o®w and notifythe architect. Should he fail to follow this procedure and continue with the work, TO INDICATE THE CONSTRUCTION ,S�li( F'S W ¢ W Z W p (*) NOTE: Reduction of live loads on certain roof pitches (See ASCE 7) DIET PERFAB----PREFABRICATED DESIGNATION FOR STRUCTURAL COMPONENTS = � O ¢o W he shall assume all responsibility and liability arising therefrom. CLASSIFlCATtON OF THE THAT ARE OF TRUSS TYPE CONSTRUCTION N W 5 �-�W 56. Design timber stress to be size adjusted lumber 875 psi - Douglas Fir construction grade 2 or DIA-------DIAMETER..OR PREFIN----PREFINISHED STRUCTURE UNDER SECTION o c� W <o 6. Architect has made various assumptions that only can be verified in the field after partial better, modulus of elasticity of 1,600,000 psi Douglas Fir No. 2 and Southern Pine- No. 2 dense DN--------DOWN PRELIM----PRELIMINARY 602 OF THE BCNYs l�C 2e demo has taken place. If assumption is correct continue with work. If assumption is incorrect shall be considered acceptable species and commercial grade. Lumber shall be graded by a DR--------DOOR PROV'D------PROVIDED "F" FLOOR FRAMING, INCLUDING ` nt stop work and notify Architect immediately. In most cases assumptions can be verified prior to recognized grading and inspecting bureau in strict accordance with industry standards and b DWG-------DRAWING R- --------RISER GIRDERS AND BEAMS z start of work with test holes, if this can be done -it is expected to be done prior to start of work. u 9 t P 9 Y Y EA-------EXISTING REF.-----REFRIGERATOR "FR ROOF FRAMING p P its use as indicated in the drawings. Grade markings shall be clearly printed on structural members EA--------EACH REINF-----REINFORCING "FR" FLOOR AND ROOF FRAMING z N 7. The Architect/Designer assumes no responsibility for construction conforming to these plans; and where possible shall be left visible. EL--------ELEVATION RENOV-----RENOVATION means of construction, methods, techniques, sequences of procedures, or for safety precautions 57. Double joists under all partitions parallel to same and around all openings ELEC------ELECTRIC RET-------RETURN C j P PREV and programs in connection with the work, or has he/she been hired for supervision unless specified. � » » ENCL------ENCLOSED U 58. MicroLam LVL s and I Joists are to be installed in strict accordance with manufactures specifications. EQ________EQUAL RM--------ROOM o 8. Contractor shall be solely responsible for the correctness of dimensions or quantities and for the Micollam LVL's and" I" joist's to be by Trus Joist, a Weyerhaeuser Business. No substitution is allowed without EQUIP-----EQUIPMENT SCHED-----SCHEDULE fitting to other work; for work to be confirmed and correlated to the site; for information written consent of the architect prior to construction. EWC-------ELEC WATER COOLER SEC-------SECTION CROSSHATCHED AREA SHOUTS pertaining to the fabrication procedure or to the means, methods, techniques, sequences and „ „ EXH-------EXHAUST SH--------SHOWER � Cr P 9 P q q 59. Builder is to procure a placement plan from I Joist manufacturer. (Trus Joist, A Weyerhaeuser Business) SPEC------SPECIFICATION PROPOSED 2 CAR GARAGE (A=642 SF.) o � o¢ procedures of constructions; and for the coordination of work with all trades. The verification FIN-------FINISHED of the physical interrelationships of elements of the work from plans and specifications and 60. For 1.9E Microlam LVL: FIXT------FIXTURE STL-------STEEL :2_ o) A minimum of 3" of bearing at ends, FT--------FOOT STD-------STANDARD SHADED AREA SHOWS v in the field is the contractors sole responsibility. Architects review of the contractors » » GA STOR------STORAGE __ submissions does not relieve contractor from these responsibilities b) 16", 18 and 20 deep beams are to be used in multiple units only. SURF------SURFACE PROPOSED SECOND FLOOR (A=912 SF.) P ) GALV------GALVANIZED 9. Architects site plan is only schematic. All information is as indicated on owners survey and shall c Nailing pattern for assembly of multiple units is to be a SUSP------SUSPENDED N� o Z » GEN-------GENERAL � J prevail. minimum of 2 rows of 12d nails at 12 o.c., 3 rows of 12d nails SYS-------SYSTEM „ ( ) ( ) GL--------GLASS 10. Do not scale drawings. Written dimensions supersede scaled dimensions. at 12 o.c. for 14 , 16 , 18" and 20 beams. GLZD-__--_ GLAZING TFW--TOP OF FOUND. WALL w o � O ¢ oa. 9 d) Assume Fb = 2,600 psi, E 1,900,000 psi. GR-- -GRADE TEMP------TEMPORARY HATCHED AREA SHOUJS Z���� w o M 11. Architect has not been retained for on site inspections and/or observation of the construction. „ . , GYP-------GYPSUM TO------TRIMMED OPENING 12. The standard form, A.I.A. Documents No. A-201, of the American Institute of Architects latest 61. For I joists: TR--------TREAD PROPOSED FIRST FLOOR (A-12115 SF.) - „ HOL. MET----HOLLOW METAL f m -� � edition Articles 1 through 14 inclusive, is herebymade a part of this specification and the terms a) A minimum of 2 of bearing at ends, H.P.------HIGH POINT UNFIN-----UNFINISHED N m z Z g g e some extent as if herein written out in full. A b Lateral support is required at bearing points. ID--------INSIDE DIAMETER UTIL------UTILITY < w UJ thereof binding to the contract agreement to tlFi co of this document is available at the office of the architect for examination. 62. All headers to be 2 2 X12 unless otherwise noted. INCL------INCLUDE VERT------VERTICAL CIRCLED AREA SHOUTS ° ° ° PY " VOL ------VOLUME (Yl N w ( ) INSUL------INSULATE ° ° i N 13. Owner warrants that contracts to perform the work contemplated by these plans will not 63. Provide Douglas Fir Plywood manufactured to meet applicable U.S. commercial and American Plywood LAM-------LAMINATE V.I.F.----VERIFY IN FEILD PROPOSED COVERED FRONT ENTRY (A=100 SF.) � deviate in any material respect from the general notes herein and the pertinent drawings and LAV-------LAVATORY V.W.O.--VERIFY WITH OWNER specifications. Association Standards: WD--------WOOD >- P LF--------LINEAR FEET � a Flooring - 3/4 thick - interior (b-d) ________LOW POINT v SUBMITTALS b� Roof and sidewall sheeting - 1/2 inch exterior (c-d) a CIRCLED AREA SHOUJS 0 0 0 / N N U -�- 64. On all cathedral ceilings and around all skylights, notch holes as allowed by the 2015 International Resident) I KEY TO S YM B 0 L S °°°�° / �„ UJ o 14. General: Submit samples, shop drawings, product data, test reports and data, manufacturers Building Code (including the 2017 Uniform Code Supplement for proper through venting of batt insulation to NEW WALL PROPOSED COVERED REAR TERRACE (A=281 SF.) name, certifications, and procedures for all specified items and as requested by Architect. Shop allow t-or clear venting from soffit vents through to the roo� venting system used. W drawings shall conform to the best standards of the construction industry and shall be prepared 65. Provide fire stopping in floors, walls and other framed compositions as required by the 2015 International by and under supervision of competent engineering personnel. Residential Code as adopted by New York State and any local codes having jurisdiction. o N z 15. Stress graded lumber and timber: BEARING WALL --. I to a) submit name of supplier and certificate of inspection stating grades of lumber used WINDOWS A DOORS Z in fabrication 66. Exterior doors shall be 1 3/4" insulated aluminum or steel raised panel, magnetically �" �• // I o b) Submit name of manufacturer of metal structural timber connectors with printed (±) - MAY VARY V i o weatherstripped, including an aluminum saddle. �S 0 Z product catalog. 67. Where existing walls are to be removed or new o enin s are called for in existin walls, rior to removal of �° I o 9 . openings g P SD SMOKE DETECTOR 5• 16. Structural Steel: existing walls, ceiling beams, roof rafters, ect., contractor shall brace existing until new header as specified is install Q Z a) Submit shop drawings for structural steel members shown in the drawings. 68. All new windows and sliding glass doors shall be as manufactured by Andersen or equal and shall DEMOLITION be provided with double glazed insulating glass and fiberglass screening. C.O. CABON MONOXIDE DETECTOR SENSOR _ V) W W W N � 17. All items removed in the construction shall remain the owners property with the exception of debris 69. Anderson windows have a 15% return charge on standard windows (in stock) and will not accept o which shall be carted off the site and legally disposed of. returns on special orders. Contractors/owners to verify that window sizes shown on their plans 18. Contractor shall exercise good judgment to minimize damage to existing areas (including lawn and are correct prior to ordering windows. Return charges / no returns allowed are the -- --F FAN/LIGHT 35 C.F.M. � z shrubs) responsibility of the contractor. - BEAM - �' 70. All fixed glass shall be double glazed insulating glass panels. Exact sizes to be field I ° determined upon completion of framing. I- 7 o W LANDSCAPING 71. All entrance doors to have storm door or certified U value of .40 or less. O STL PIPE OVER P.C. FOOTING 19. Driveway and base paving shall be as per town regulations. 72. All interior doors to be 1-3/8" hollow core luan veneered with appropriate hardware. (Owner is L J ( "� 20. to Contractor shall strip topsoil from front yard, side yards, and to 30 from rear of residence and to select all doors and all hardware) W o W "' upon completion of construction, final grade and seed this area for a lawn. 73. Window manufacturer as noted. Provide at least one egress window (24" clear height opening and f ALIGN � eJS Cl- 21. Grading around new construction shall slope away from house and blend into existing. 20" clear width opening min. 5.7 sq. ft. (or 5 sq. ft. on grade level with sill within 44 to grade. N N 22. Construction shall (unless directed otherwise by owner) include in his work, removal of existing 74. Glass in sidelles, showers, sliding glass doors (or equal) and in interior/exterior partitions 18" or less above - - RIDGE WELL o _ shrubs and trees within the area of the new addition and transplanting of same to a location the floor and as per Section R308.4 (Hazordous Locations) shall be tempered safety glass with marking �-y-,s»� o Z o N selected by owner. labels as per Section 308.1 I P.C. PIER (DIAMETER SHOWN ON :LANS) o N -' 23. Contractor shall stipulate an allowance for landscaping. 74b. All window sill heights under 24" above finished floor to have ASTM F2090 compliant window opening -� I D0° °0°0 000 FOUNDATION AND FOOTING control devices. If window sill is less than but under 72" above exterior grade or surfaces, window SECTION NUMBER I opening control d.•,ice is not required. SEC110N ` -1) 0000 000° cn-t' �N ECT 24. All footings to bear o u disturbed vir in soil with a min. allowable soil pressure of 3000 lbs. SF and shall FINISHES ..100000000000 I .-1, e�GS have a minimum of 3P 0� of cover/Boll is assumed to be sand gravel, ith a minimum trace of dry clay. 75. All finishes shall be selected by owner. <7SHEET NUMBER ° }j1'�G' \ 25. Soil tests are required as per Section R401.4. 76. All drywall shc!I be U.S.G. National Gypsum Co. 1/2" thick, taped and spackled 3 coats. OWNERSHIP AND USE OF �, �P 77. All Wallboard shall be primed and painted where exposed using best quality factory mixed paints DOCUMENTATION: I/ �IU�fY �� �'`. ~P 9 P Y P q min. 1 coat rimer & 2 coats finish or more as required. DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF ,A' 26. To of footings shall be kept below frost lines. Contractor shall verify minimum depths required with t local Building officials. p q PROFESSIONAL SERVICE, ARE AND SHALL REMAIN THE "'Y] 78. Owner shall select all colors: (re: appliances, paint, tile, carpeting, exterior staining, counter THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS 111 °. 27. All footings to have (3) #5 rebars. tops, vanities and kitchen cabinets. ARE NOT TO BE USED IN WHOLE OR IN PART, FOR ANY 28. Stepped footings where required, shall have a vertical to horizontal ratio of 1:2, and shall not exceed pt ac ) i fixtures kitchen cabinets OTHER PROJECTS OR PURPOSE. TO MODIFY OR COPY �\ Al 79. Con r for shall stipulate ulate an allowance for interior and exterior li ht n w a slope of 30 degrees. Actual location of stepped footings to be located in felld and are P lighting ' THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS a \�4' ~ conceptual in nature on foundation plan. cabinets, countertops and vanities. WRITTEN PERMISSION OF LOUISE A. AGNES ARCHITECT ISCn 29. The foundation as shown on the construction documents is predicated upon a site with little or no slope 80. Carpeting shall be furnished and installed at owner's expense. PROHIBITED BY FEDERAL LAW ANS STRICT EXIST FOR SUCH 30. All concrete to be 3,000 psi stone concrete @28 days. 81. All exterior siding shall be selected by owner. Cedar shall be coated with preservatives to VIOLATIONS. > >_ 31. Provide 15# felt membrane dampproofing over trowelled on mastic on all poured concrete foundation retain its natural color. � BILCO HOWER m walls from grade to footing. 82. Kitchen flooring shall be linoleum with a 4" high complimenting yin base. Verify with owner ENERGY COMPLIANCE NOTES 32. All concrete block walls shall be filled with mortar and have duro-wall reinforcing every other course g p g ( Y DOOR PP g applying p g g 83. Bathroom flooring shall be mosaic tile on mortar bed with glazed tile base. Walls around tub and IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COMPLY WITH THE D °00 '°0°0 Z and shall be dam roofed edge of footingto underside of sill, and then a I 'n asphalt par in on to from edge of footing to grade. Apply a to coat of cement ar in from to of grade to sill for showers shall receive glazed file to 6'-0" above finished floor and shall be set with mastic. All RESCHECK COMPLIANCE CERTIFICATE FROM 2016 I.E.C.C.. GENERAL CONTRACTOR IS I °°°°°°°° Z O N p g g g PP y P p g g P g tile shall be American Olean or equal. REQUIRED TO HIRE A PROFESSIONAL H.E.R.S. RATER THAT IS APPROVED BY THE °°°°°°°° ¢� o finish. 84. Bathrooms shall be equipped with mirrored medicine cabinet, soap dish, toilet paper holder, TOWN/VILLAGE HAVING JURISDICTION OF THIS PROJECT. THE PROFESSIONAL H.E.R.S. > I w z 5 33. Basement/Crawl space construction:lf at any tiime during excavation, the soil appears to be conductive towel rack, shower rack, shower curtain rods and clothes hooks as selected by owner. RATER IS TO PERFORM REQUIRED THIRD PARTY TESTING AND EQUIPMENT PROPOSED to water problems, or the soil is of improper bearing capacity, (ie, clay) the contractor is to order a soil CALCULATIONS. VERIFY WITH TOWN VILLAGE I w boring test prior to further excavation to determine the water level and presence of an underground spring 85. All plumbing fixtures shall be American Standard or equal with Moen faucets for sinks and I ASPHALT O and soil capacity. lavatories ((verify with owner). 86. All a )lances shall be furnished b the contractor and shall be G.E. or approved equal. #1) THE METHOD OF COMPLIACE WITH THE REQUIREMENTS OF THE INTERNATIONAL DRIvEu1AY ( �>- 34. Upon backfilling foundation, chemically treat soil for termite protection in addition to providing PP Y PP q ENERGY CONSERVATION CODE-2016 IS ACHIEVED THROUGH COMPUTER SOFTWARE U Q termite shields or ACQ sills. 87. Provide access to attic area by means of a 24 x18 removable panel in closet ceiling or pull PROGRAM. THE DOCUMENTATION INCLUDES ALL OF THE WORKSHEETS ASSOCIATED I -z 35. Provide 6 mill polyethylene vapor barrier under concrete slab. (omit at garage). down stairs (verify with owner). WITH SPECIFIC BUILDING ELEMENTS. (SEE ATTACHED INSPECTION CHECLIST.) ® :w note: (vapor barrier can be eliminated where proved by the building official, based on C R00FlNG dt GUTTERS w w local site conditions. code R506.2.3 exception 4� 88. All metal flashingwhere called for on plans shall be aluminum. C� 11t v P #2) MECHANICAL, LIGHTING AND DHW SYSTEM AND EQUIPMENT DATA MUST J 36. If other conditions are encountered or special site conditions prevail the contractor is responsible 89. Roofing shall be 240#/square asphalt shingles over 15# felt. DEMONSTRATE CODE COMPLIANCE (TO BE BY*GLENN LAMAY/CHECKLIST FROM #1 for having the foundation redesigned and shall notify the architect especially if clay is encountered. 90. Install leaders, (litters, and dr ells as re uired for ro er runoff collection and distribution ~a yw q p p ABOVE. Cn 37. All wood on concrete shall be A.C.Q. treated. and as required to meet state and local codes. o #3) COMPLIANCE WITH SECTION R-403.1.1 OF THE IECC REQUIRING PROGRAMABLE 38. Provide 2x6 A.C.Q. wood sills over the sealer anchor bolted to foundation. Anchor bolts shall be 5/8" dia.X 12" long and 12" from corners. Provide 2 bolts per sill piece minimum. PLUMBING & HVAC THERMOSTAT TO CONTROL HEATING AND COOLING ON A DAILY SCHEDULE IS cn I F= 91. All plumbing shall be in strict conformance with the 2015 International Residential Codes(including the 2017 REQUIRED. c� 39. Any excavated areas requiring fill shall be compacted in layers to a min. of 95% density. P 9 ( g N 40. Concrete shall not be poured and masonry shall not be laid when the temperature is 40 degrees Uniform Code Supplement) Chapters 25-33 W #4) DUCT SEALING, DUCT AND PIPE INSULATION LOCATION MUST CONFORM TO ° ° N zo or less. Concrete shall not be poured on frozen surfaces. 92. Install new oil fired hot water system to provide a separate zone SECTION R403.3.2. INSULATION FOR SUPPLY DUCTS IN ATTICS NEED TO BE MIN. STEEL with thermostat and controls for the new addition. All piping shall be insulated and run R-8. FOR ALL OTHER DUCTS OUTSIDE THE THERMAL ENVELOPE R-6. SEALING IS r 41. All structural steel to be A-36 fs 36,000 psi All shapes & plates shall conform to ASTM A36. concealed in the floors, walls, and/or ceiling. Radiant baseboard elements shall be of MANDITIORY FOR DUCTS, AIR HANDLERS, FILTER BOXES. JOINTS AND SEAMS SHALL C 30.01 cf) Z 42. Design Values: COMPLY WITH SECTION M-1601.4.4 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. ��� - - - - - - -- - - - - - sufficient length in each room for maintaining a 68 degree Fahrenheit interior temperature I DUCT TIGHTNESS TESTING IS REQUIRED POST CONSTRUCTION TEST OR ROUGH-IN N. 19°3�1'00�� E. 195.23' a) A.S.T.M. A-36 steel/Fr- 36 ksi at 0 degree exterior temperature with a 15 mph wind velocityat 36" above finished floor, �� b Bending stress = Fb= .66Fy = 24 ksi » g p p TESTING. TO BE BY *GLENN o 24 away from exterior walls. LAMAY/CHECKLISTFROM #1 ABOVE. W LIJ for compact sections (W & S shapes) 93. Sanitary disposal system shall be County Health Department approved for design and installation. c) Bending stress = Fb = .60Fy = 22 ksi System to be 1000 gal / min. septic tank and 300 sf wall area leaching pool (up to 4 bedrooms) and #5) A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES ARE TO BE for non-compact sections. ENERGY EFFICIENT I I o U P 1500 gal / min. septic ansd 400 St. wall area leaching pool for 5 and 6 bedrooms. Or as required by C >� I W �w d) Sheer stress (Fv) = .40Fy = 14.5 ksi County Health Department. w e Modulus of elasticity = 29,000 ksi ELE CTRIC #6) DOOR AND WINDOW MANUFACTURER U-FACTOR, SHGC AND AIR INFILTRATION 00f I••-_ 00 43. Steel lintel schedule: 94. 50 cfm intermitent bathroom ventilation, or 25 cfm continuous. RATE TO BE BY* GLENN LAMAY/ CHECKLIST FROM #1 ABOVE. w Up to S-6": 3.5"x3.56/16" 95. 10 ft. candles of light at all landings, treads interior and exterior stairs. Of: I-a 00 3 6" to 8'n 0": 5%3.5"x3„/8" 96. Install as per owner s direction any and all intercom, telephone and/or TV antenna wiring in walls #7) SUBMIT HVAC, LIGHTING, DOMESTIC HOT WATER (DHW) SYSTEM AND SUPPLY o =w Z3 � o rn over 8-0 : 6 x3.5 xt/2 prior to sheetrocking. All temperature control wiring shall also run concealed in walls, floors DUCTS EQUIPMENT DATA TO DEMONSTRATE ENER'Y CODE COMPLIANCE. ALSO oo f1 ` U Q> o M I 44. Wood shimming is strictly prohibited. Use steel and/or non shrink grout only. and/or ceilings. INCLUDE COMPLIANCE WITH MANDATORY SECTIONS OF THE ENERGY CONSERVATION !d- /- 0-1 I Q `� U CODE AS WELL AS THE RESPECTIVE INFORMATION OF SECTION 103.2 OF THE >- (S) N Q- 45. All reinforcingrods shall be deformed of intermediate grade new fillet steel conformingto A.S.T.M. 97. Electrical work to be Board of Fire Underwriter approved. >- J c, PP IECC-2015. THIS IS TO BE BY*GLENN LAMAY/CHECKLIST FROM #1 ABOVE. o ¢ W w z U specification A-615 grade 60. 98. Furnish and install a single station smoke detecting alarm device. Location on plans are schematic only. SCHE�IATIC 46. Columns are to conform to A.S.T.M. A-501 or ASTM A500, grade B. Actual placement of smoke and carbon monoxide detectors shall be as per code. Device shall conform to N �� �/ Q Z z-i ^CD47. All bolts are to conform to A.S.T.M. A-325. Sections R313-R315 of the 2015 International Residential Codes as adopted by State Of New York. #8) THE FOLLOWING INFORMATION TO BE BY *GLENN LAMAY/CHECKLIST FROM #1 5CALE•P=20'-0" N I U- 48. All wood/steel flitch plates shall be through bolted with 5/8"0 galvanized steel bolts @ 16" o.c. 99. Carbon Monoxide detector sensor shall be provided on each floor ABOVE. W z - Q�'° v Q staggered. Such flitch plates shall be supported on solid posts with 3/8 thick steel bearing plate including cellar and shall be hard wired. FENSTRATION U-FACTOR AND SOLAR HEAT GAIN COEFFICIENT (SHGC) Z N Q fastened to the top of the post. See construction documents for the size of the post. Insure that 100. Smoke detecting alarm devices shall be provided outside each separate sleeping area, in each sleeping AREA WEIGHTED U-FACTOR AND SOLAR HEAT GAIN COEFFICIENT (SHGC) W 0 z z applied loads are transformed to all load carrying component parts. All steel plates shall be the space and ec 'each floor level as per the 2015 International Residential Code as adopted New York State. CALCULATIONS THIS 18 AN ,Afi C:HITECTS PLOT PLAN � some depth as that of adjacent wood members less 1 4 1 8 at top; 1 8 at bottom P P P : MECHANICAL SYSTEM DESIGN CRITERIA. 15 SUBJECT TO VERIFICATION BY A n�n,, U � �w ' 49. Connection Materials bolts nuts, washers nails„ screws the like shall conform to ASTM A307. 101. All electrical work to conform to the "National Electrical Code" and any applicable local codes, MECHANICAL AND SERVICE WATER HEATING SYSTEM AND EQUIPMENT TYPE, 11� � 000 Nails shall be hot-dipped galvanized in accordance with ASTM A153) and shall be approved by the "National Board of Fire Underwriters". SIZES AND EFFICIENCIES. LICENSED SURVEYOR 50. Manufactured Metal Structural Timber Connectors shall be as manufactured b Teco,Chev Chase, Maryland 102. Electrical and H.V.A.C. systems shall by designed by others, unless otherwise noted. EQUIPMENT SYSTEM CONTROLS. INFORMATION OBTAINED FROM SURVEY U J:2 ILI w Q Y Y 103. Contractor is to verify prior to contract signing all electrical fixtures, outlets, and switch location DUCT SEALING, DUCT AND PIPE INSULATION AND LOCATION CV Z3 Silver metal products, Inc., Livermore California, or other accepted by Architect. Provide galvanized PREPARED ��: 13 joist hangers and connectors as shown in the drawings. Minimum thickness of steel shall be 16 gauge. as well as type and manufacturers. #9) AIR SEALING DETAILS MUST CONFORM TO SECTION R402.4 AND 104. Service shall be 200 amp service with pushmatic type panelboards or as specified by owner. TABLE R402.4.1.1 DRAWING No. PROJECT No. a 51. Structural Steel: 110. NOTE TO SUBCONTRACTORS: Do not notch or cut holes into joists greater than that allowed 1923 ci All welds shall be made with e7oxx, lows hydrogen electrodes, by licensed welders In eInterns Iona esidential Codes as adopted by New York State R 502.8 #10) CONTRACTOR IS RESPONSIBLE FOR SUBMITTING HVAC SYSTEM DRAWINGS TO BE JONN C�ALLACNER scALE 0 b� Unless otherwise noted, all steel will be cleaned to meet the requirements of SSPC-SP3 by the Steel SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO EQUIPMENT INSTALLATION. LAND SURVEYOR A5 NOTED a) Notching: Maximum 1/6 depth within 1/3 of span (not allowed within middle third of span.) 59 FLORANCE DRIVE U Structures Painting Council and shall be painted with shop primer 2.0 to 4.0 dry film thickness. �/11/2019 c) Structural steel supporting wood framing shall be fastened t0 the wood framing with 1/4 clip angles b) Bored Holes: Maximum 1/es of actual floor joist depth and no less than 2 from top or bottom of joist. " �C GLENN LAMAY IS A PROFESSIONAL H.E.R.S. (HOME EFFICIENCY RATING SYSTEM) MONORVILLE, NY. W349 DRAWN BY. ' at intervals not to exceed 4'-0". Also, in no case are notches to be placed in both edges if the near sides of such notches"are closer than 12 RATER. GENERAL CONTRACTOR CAN USE OTHER TOWN/VILLAGE APPROVED H.E.R.S. 52. Paint for structural steel: horizontally, nor are the near sides of notches and bored holes to be placed closer then 12 RATER. DATED: -JUNE 15, 2019 CAQ horizontally, nor are bored holes to be placed near both the top and bottom edges if the HIS PHONE NUMBER IS 631 673-0664 Shop primer: Tnemec 10-99, Tnemec Company or other accepted by Architect » ( ( ) ) cNECKEo BY: near sides of such holes are closer than 12 horizontally. 1 of 10 SHTS - OWNERSHIP AND USE OF DOCUMENTATION: NAILING SCHEDULE(EXPOSURE "6"� HIP ROOF GABLE ROOF LSTA15 DRWINGS AND SPEC AS INSTRUMENTS OFIFICATIONS, " ' " (USE 8-10d NAILS) PROFESSIONAL SERVICE, ARE AND MAY USE LTS15 STRAP (CAN BE INSTALL D SHALL REMAIN THE PROPERTY IN LIEU OF COLLAR TIES OVER SHEATHING OF THE ARCHITECT. THESE JOINT DESCRIPTION 1# OF COMMON NAIL NAIL SPACING (USE 8-10d NAILS) DOCUMENTS ARE NOT TO BE 2 E, OR IN PART, FOR .ROOF FRAMING, . - -------- _ i i_ i _ OVER SHEATHING I LUDING 1 7 0 I 0 RHAJG ____ ____ NG PURPOSE. TO O MODIFY SOR COPY RAFTER TO TOP PLATE TOE-NAILED 3-8d PER RAFTER `� 0 /' I i I I THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION CEILING JOIST TO TOP PLATE TCE-NAILED P� �\ // ,1 I I I I (l OF LOUISE A. AGNES ARCHITECT IS ° ° PROHIBITED BY FEDERAL LAW AND STRICT ROOF RAFTERS @12"O.0 WALL © 8-10" HIGHT 3-8d PER JOIST i �� v ,// i i i i I EXIST FOR SUCH VIOLATIONS. ROOF RAFTERS ©16"O.0 WALL Ca? 8-10" HIGHT 3-8d 3 \\ // ► I I I I I I I I I ROOF SPAN RAFTER TIE DETAIL CEILING TO PARALLEL RAFTER FACE-NA111F2D T. 20 FT. 28 FT. 36 FT. I j j I I I I I Sim p son Stron Tie H2A RAFTER TO STRUCTURAL RIDGE RAFTER @12"O.C.)RAFTER SLOPE: 3: 1 4-16d 6-16d 8-16d 8-16d i I I (D i I I i i INSTALL TIES c� EACH RAFTER TO PLATES HIP RAFTER TIE DETAIL RAFTER TO RIDGE TIE 4: 12 3-16d 5-16d 6-16d 6-16d I I AND PLATES TO EACH STUD I I I I I-16d -16d -16d I I I II II (DII I II Sim son Stron Tie HCP2 S: 1 3 AL(USE 5-8d ® EACH END) IN L TIES ® CH HIP RAF TER TO PLATES 7:12 3-16d 3-16d 4-16d 4-16d (USE 6-10d ® RAFTER AND 6-10d ® PLATES) 9: 12 3-16d 316d 3-16d 3-16d 12: 12 1 3-16d 316d 3-16d 3-16d I I I I I Use every other nail hole in a row to provide the Use ever other nail hole ROOF SPAN I ,i ,� `� I I I I I code-required minimum Y center-to-center in a row to provide the CEILING TO PARALLEL RAFTER FACE-NAIURD T. 20 FT. 28 FT. 36 FT. 1Q `� i i i i spacing for nails code-required minimum RAFTER @16 O.C. RAFTER SLOPE: 3: 1 5-16d 8-16d 11-16d 14-16d / -t------I-- --I------�- _ spacing --------, I I I I 4:12 4-16d 6-16d 8-16d 11-16d P 9 for nails 5:1Q2 I I I I \ \ 2 3-16d 5-16d 7-16d 9-16d EACH LAP 7: 12 3-16d 4-16d 5-16d 6-16d 3 / 9: 12 3-16d 3-16d 4-16d 5-16d 12:12 3-16d 3-16d 3-16d 4-'6d INSTALL CROSS BRIDGING MIN. 8'-0" O.C, ROOF FASTENING ZONES FOR WIND UPLIFT FLOOR JOIST Simpson Strong-Tie NB ROOF SPAN (USE 2-10d EACH END) CEILING LAPS OVER PARTITION(FACE-NA LEW FT. 20 FT. 28 FT. 36 FT. ROOF SHEATHING FASTENING SCHEDULE (RAFTER ©12 O.C.)RAFTER SLOPE: 3:1 4-16d 6-16d 8-16d 8-16d 4: 12 3-16d 5-16d 6-16d 6-16d ) ROOF FASTENING ZONE 5: 12 3-16d 4-16d 5-16d 5-16d EACH LAP REGION NAILS PANEL LOCATIOt�0 7: 12 3-16d 3-16d 4-16d 4-16d 1 2 3 RIBBON 9: 12 3-16d 316d 3-16d 3-16d HIGH WING 8d PANEL EDGES 6 6 4(b) Provide minimum ?" 12: 12 3-16d 316d 3-16d 3-16d . UPLIFT COMMOMN PANEL FEILD 6 6 6 b HIS end distance a Simpson Strong-Tie ROOF SPAN H2.5A Equal number of (a) EDGE SPACING ALSO APPLIES OVER ROOF FRAMING GABLE (USE 5-8d 0 EACH END) specified nails CEILING LAPS OVER PARTITION(FACE-NA LEA FT. 20 FT. 28 FT. 36 FT. END WALLS in each end (RAFTER @16"O.C.)RAFTER SLOPE: 3: 1 5-16d 8-16d 11-16d 14-16d (b) USE 8d RING-SHANK NAILS IN THE ZONE IF MEAN ROOF HEIGHT IS WALL STRAPING DETAIL 4:12 4-16d 6-16d 8-16d 11-16d GREATER THAN 25' WALL TO FOUNDATION(SSAB) Simpson Strong-Tie LSTA30 and H6 :12 3-16d 5-16d 7-16d 9-16d EACH LAP H2.5A ®16"O.C. INSTALL STRAPING © 16 O.C. WALL STRAPING DETAIL INSTALL SOLID BLOCKING MIN. 8'-0" O.C. 7:12 3-16d 4-16d 5-16d 6-16d NOTE (ON LSTA30 USE 5-8d ®STUD AND® FL. JST.) Simpson Strong-Tie LSTA30 9:12 3-16d 3-16d 4-16d 5-16d THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE OR TWO FAMILY DWELLINGS (ON H6 USE 8-8d ® EACH END) INSTALL STRAPING ® 16"O.C. 12:12 3-16d 3-16d 3-16d 4-16d (USE 5-8d PER STUD) Z w FROM THE AMERICAN FOREST AND PAPER COMPAN WAS UTILIZED IN THE NUMBER OF COMMON NAILS IN EACH END OF 1 1 4" 20 GAGE STRAP DESIGN OF THIS STRUCTURE: (NOTE: STRAPS CAN BE INTALLED OVER SHEATHING) (NOTE: STRAPS CAN BE INTALLED OVER SHEATHING) FLOOR JOIST BRIDGING OPTION A OR B O Z a a�' � F (_, COLLAR TIE TO RAFTER(FACE-NAILED) ROOF SPAN WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION AX 6•FROM EACH"CORNER Q Z W Q �;w O _ O O �M DJ WwZ LL - 12 FT. 16 FT. 20 FT. 24 FT. 28 FT. 32 FT. 36 FT. / TO PROVIDE MAX 12 SPACING 1=U1()f W w o O-Q RAFTER @12 O.C.)RAFTER SLOPE: 3: 1 4-8d 5-8d 6-8d 7-8d 8-8d -- -- MAX 6•FROM ENDS �'a LLLI Z o�w a Z m IOU_C w P • OF TOP SILL PLATE im son Strong-Tie T' 2 y z w 4: 12 3-8d 4-8d 5-8d 5-8d 6-8d 7-8d 8-8d o• P 9- 1e V)_,w Q of 0 z-� w Q° w LSTA 12 LL- W�<1 Q 5: 12 2-8d 3-Bd 4-8d 4-8d 5-8d 5-8d 6-8d . o Simpson Strong-Tie (USE 5-10d PER STUD AND AT RIM JOIST) O=Q L'm Z E N o p=Q L`I 6:12 2-8d 3-8d 3-8d 4-8d 4-8d 5-8d 6-8d RAILING HTT5 _j F- 7: 12 -12: 12 2-8d 3-8d 3-8d 4-8d 4-8d 5-8d 5-8d •0 (USE 26-10d) , .�, �v�i O W Q w O Q Q o z LL 0 WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF 10d NAILS REQUIRED IN EACH END OF THE 5/8" ANCHOR BOLT :.:'.'i �':' 0-)( Z z w iE� cWi� m w;2 z COLLAR TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF 8d NAILS REQUIRED IN STEEL STRAP. ',', :;- ;.,•, 5 w- Q z Simpson Strong-Tie ;;;;::< z�V)o LL c�o_ F n NUMBER OF COMMON NAILS IN EACH END OF 1 1/4" 20 GAGE STRAP PC (USE 14-16d NAILS) a' STEEL WASHER "'I;:i:+i; �: Q O p W W—Ui z w�`" _ �Q wr W POST 5/8" ANCHOR BOLT ;.+;,.:. ;; '• ..a":, ••:' : : (NOTE: STRAPING CAN BE INSTALLED w W >D Q Z J Q �i1 J U J W ROOF SPAN _ „:: _o_��W3QQw _ Qv1Qo COLLAR TIE TO RAFTER(FACE-NAILED) Simpps n Stron Tie Typlcol Anchor Balt Detail r, OVER SHEATHING) 12 FT. 16 FT. 20 FT. 24 FT. 28 FT. 32 FT. 36 FT. DRTB USE 2- 8 GALV.SCEWS) Ik Ik (RAFTER @16"O.C.)RAFTER SLOPE: 3:1 5-8d 7-8d 8-8d 9-8d 11-8d -- -- o• ANCHOR BOLT SPACING G� 4: 12 4-8d 5-8d 7-8d 6-8d 8-8d 9-6 11-8d •0. �01. a� O ANCHOR BOLTS SHALL BE INSTALLED AS PER WFCM 3.2B �CS\� WALL NOLDOY�"N ANCHORS 1/2'ANCrOR BOLTS TO BE AT MAX 30'O.C. (�� �� 3-8d 4-8d 5-8d 5-8d 6-8d 7-8d 8-8d crr\ R 5/8'ANCHOR BOLTS TO BE AT MAX. 45'D.C. U P` 6: 12 3-8d 4-8d 4-8d 5-8d 5-8d 6-8d 8-8 d CORNER STUDS/SHEAR WALLS: ALL EXTERIOR WALLS INSIDE WALL TO SILL PLATES w n z•MINIMUM AND OU19DE CORNERS AND ALL HEADER JACKS N11MN 7-0' AND 39'O.C. AT 8'-0•END ZONES W 7:12 -12: 12 3-8d 4-8d 4-8d 5-8d 5-8d 6-8d 6-8d sDEcovER LSTA12 AND LTP4 PLACED �16"O.C. L �j .': +� FROM INSIDE AND OUTSIDE CORNERS WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF 10d NAILS REQUIRED IN EACH END OF THE •';�,,x;' '�d'� ' JOIST COLLAR TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF 8d NAILS REQUIRED IN STEEL STRAP. Simpson Strong-Tie PB (USE 12-16d NAILS) Simpson Strong-Tie ��IJL DECK & TI E D OWN DETAILSw BLOCKING - 2-8d EACH END DECK DETAILS DBT1 (USE 1-10d GALV. NAIL). �— RIM BOARD TO RAFTER END-NAILED 2-16d EACH END w Q ....... N Simpson Strong-Tie Wo ALL FRAMING . "" LLJ LOAD PATH DIAGRAM TOP PLATE TO TOP PLATE FACE-NAILED 2-16 o PER FOOT z 00 JOINTS- :. Q w STUD TO STUD FACE-NAILED 2-16d 24 O.C. � 3 ATI,M5IA1IGN z� HEADER TO HEADER FACE-NAlLIED 16d 16 O.C. ALONG EDGES A nay FRr:rn:, 2-16d PER 2"Y STUD Imo:!'IRS Tcl<'R-mlF.DEI'"TN Pin rLIVAr" - -AT iC 11�St;"�lQid t w o � o 3-16d PER 2 X6 STUD CrAr'I<F.SSPf V4TffRS;R'PPTNG AT FEFVaFTCR Cf MMV I- in TOP OR BOTTOM PLAT TO STUD(END-NAILED) I _ _ T SED*_D w n �.. _ Q-r CD > 4-16d PER 2 X8 STUD `- ' _ \ J SIB Et 1 AMCATTtr.E a r�uRE- ctl lLY _ I DTR'J4�F.RWING • .{`i: ', ` •... _ :F: - tic' I: 1:` 1' 'yj �Q" . kk `. P BOTTOM PLATE TO FLOOR JOIST BAND JOIST - PER FOOT M _ r' _ B 2 16 � ,<� : : � , DI •� t�,�iEhliF{ ,u�'Y'i. L 6 t a I-- abW. i 1 A:iTiGA � Q _ �GESSTO _.- _._ _:_ s l w ..:FLOOR_ FRAMING. .. t �� _ � � J � �Ii45LIfd��I,ELE��. � � o - Cn JOIST TO SILL TOP PLATE OR GIRDER TOE-N LED - PER JOIST +I tt I3 1� 1! i 4 8d - �., . BRIDGING TO JOIST TOE-NAILED 2-8d EACH END 'Lt a by I LiJ �_ ,4y t°•'9 'E I .VEtj-j 1t'��jM1T4. 10 Y'"�V,p ' '. ':i=a,:"ti 1:4311rYt;• -1:I_:, ::A:.:.:a.e 3. .! t ,�` V/ z1 I< ��!"L •y/ � :i:it 1' ..,.,.,z�.:i�,I1 S'• ' I I� t J rntllk,_ ....._ f I. �. '•Fit AT VrATIrF,STP,r"�'> I i t J i " " BLOCKING TO JOIST TOE-NAILED H N -------- 2-8d EACH END BLOCKING TO SILL OR TOP PLATE TOE-NAILE 3-16d EACH BLOCK ortwaiiTni Attic ? I — r gSEtt, w a unntllTtian I wDR , GA3E � �LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST nir U o z y,1iTiF11E'fRSc!°I. J Q JOIST TO LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST x »p : .. •„ w tlssal�Far�1 ? ^ TR� SREQ4iR w -t o fti ;I A1Itit( [iiEf At#If3y 1 _ c — Q BAND JOIST TO JOIST END-NAILED 3-16d PER JOIST _ M_ F`t';1IiC1Il1NG L z~ � BAND JOIST TO SILL OR TOP PLATE TOE-NAI ED 2-16 PER FOOT ': .. ROOF SHEATHING AIR SEALING LOCATIONS N ATTIC ACCESS z PANEL EDGE STRUCTURAL PANELS N TERM EDI ATE SUPPORTS H ROOF RAFTERS ©12"0.C. INTERIOR ZONE 8d 6" 12" PULL DOWN STAIRS 4 FT. EDGE ZONE 8d 6" 12" o ROOF RAFTERS @16"O.C. INTERIOR ZONE 8d 6" 12" L.L. U) 4 FT. EDGE ZONE 8d 6" 6" GENERAL NOTES Q *SEAL ALL TYVEK JOINTS AND PENETRATIONS WITH APPROVED TAPE. A TH I N G (ex.DUPONT'CONTRACTOR TAPE). — LU U GENERAL NOTES 0 CEILING SHE PENETRATIONS WITH APPROVED TAPE 1YPICAL WALL *FASTEN T W TEN YVEK TO SHEATHING WITH R WALL NAILING SHEATHING PATTERN -FASTEN DUPONT' TONT' TO SHEATHING TAP(LARGE HEAD NAILS NNYL SIDING A E HEAD NAILS WOOD FURRING OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex DUPONT"WRAPCAPS) � U U~ � GYPSUM WALLBOARD 5d COOLERS 7" EDGE/10" FIELD TYVEK HOMEWRAP *LOCAL LAWS,ZONING,AND BUILDING CODES VARY AND tL CD OR USE NAILS WTH LARGE PLASTIC WASHER HEADS. .DU ONP WRAPCA ZONING,AND BUILDING CODES VARY AND 25x4?WOOD STUDS"PLYWOOD HEATHING Of _ LS LOCAL LAWS' ...., .. . NG INSTALLED NTH 8d ' ' ��'�'��� � � �� ' ' � � � � - w/R15 GATT INSULATION I ' ' (,Q � � Oa WALL SHEATHING 2. SPACE INAILSOABTE6" O.C. AT PLYWOOD DIGES GYPSUM BOARD ^� 0 _. / o � � L0o THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. W LLI 1 2" STRUCTURAL PANELS NTERMEDIATE 3. SPACE NAILS VERTICALLY IN PLYWOOD FOLD. FLOOR o � �— ; M .- PANEL EDGE 1/2'GYPSUM BOARD LAP AND TAPE TYVEK TYPICAL WALL \j— >- 174 O4 SUPPORTS WOOD JOISTS VVNYLASIDNGL '�Li�•_ O AT JOINTS VINYL SIDING _�Q I pU 3/$TONGUE B GROOVE WOOD FURRING �� P/' TYVEK HOMEWRAP J (', n U w •�- CV (L STUD SPACING ©12"O.C. INTERIOR ZONE 8d 6" 12" PLYWOOD SUB-FLOOR Lb TYVEK HOMEWRAP P 15/16-PLYWOOD SHEATHING 4 FT. EDGE ZONE 8d 6" 12" 2.x4"WOOD STUDS PLYWOOD SHEATHING O w/R WOOD STUDS o I ' Q Q z r^ w „ " " /2 R-15 BATT INSULATION w R-15 GATT INSULATION cr) Q a+c STUD SPACING ©16 O.C. INTERIOR ZONE 8d 6 12 " w/R-15 BATT INSULATION o ,/2'GYPSUM BOARD N LL / z o r) co F " " 16d NAILS AT 24 O.C. INSTALL TYVEK FLEXWRAP' C-D L _j Z W CD co 4 FT. EDGE ZONE 8d 6 12 GYPSUM WALLBOARD LAP&TAPE TYVEK AT MINIMALLY EXPANDING OVER MOUNTING FLANGE. LAP W _Z �2 a (Y GYPSUM WALLBOARD 5d COOLERS 7" loll (SEE THE NOTES FOR JOINTS(UPPER SHEET 7 POLYURETHANE FOAM OR - TYVEK &TAPE JOINTS, Z N O Q F_ F Q PARTICLEBOARD PANELS 8d SEE MANUFACTURER FASTENING REQUIREMENTS) OVER LOWER SHEET) APPROVED(AROUND CAULK o 0 111 WINDOW U } BA TT INSULATION INTEGRAL MOUNTINGINDOW W W z . .. FLANGE / .. ... ... ... TYPICAL WALL � / .. :3N FLOOR SHEATHING W� o� / MEND STRUCTURAL PANELS PANEL EDGE NTERMEDIATE SUPPORTS 6 12 8d NAILS AT 6" O.C.ON ALL 1/2' PLYWOOD SHEATHNG FLOOR WALL INTERFACE DETAIL �oRawlNc No. U -a 6' PANEL EDGES 8d NAIL AT 12"O.C. ON ALL FRAMING RESIDENTIAL PROJECT N0, WOOD FRAME STRUCTURE w/VINYL SIDING TYPICAL WALL ISOMETRIC WINDOW HEAD DETAIL _ 1923 GREATER THAN 1" 6" e0 MEMBERS NOT AT PANELS EDGES _ RESIDENTIAL WOOD FRAME STRUCTURE w/VINYL SIDING SCALE 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE RESIDENTIAL WOOD FRAME STRUCTURE w/vwrL SIDING ,4 5 NOTED PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR 2 1/ 1/2 01 g U PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH. TYPICAL WALL OUTSIDE CORNER DETAIL DRAWN BY: 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1- 16d NAIL PER FOOT. (INSIDE CORNER SIMILAR) ENERGY / SEALING DETAILS L.E.W. CHECKED BY: L.4. CONTROLLED FILL CONSISTING OF IMPORTANT NOTE: CLEAN INORGANIC MATERIAL PLACE ALL DIMENSIONS ARE (s)AND ARE ON LIFTS NOT TO EXCEED 12 INCHES IN Ci TO BE VERIFIED IN FIELD SINCE THIS IS AN ALTERATION.EXISTING DIMENSIONS M Y VARY DUE TO WALLS TO A MINIMUM 8 BEING OUT OF PLUMB,ETC-HOLD OA INDEPENDENT SUPERVISION, T DEPt D B COMPACTED, UNDER DIMENSIONS AND THE ONES NOTED S5% OF THE MODIFIED PROCTOR DENSITY SNOW AND ICE GAURD As "HOLD" ONLY. AT OPTIMUM MOISTURE CONTENT PER AStM p1551. UNDER COPPER FLASHING SOILS TO BE USED FOR CONTROLLED FILL SHALL OWNERSHIP AND USE OF HAVE LESS THAN 10% PASSING A 0200 SIEVE WITH DOCUMENTATION: NO PARTICLE SIZE NO LARGER THAN 2 INCHES. " " 7o, DRAWINGS AND SPECIFICATIONS, 4" THICK P.G. As MSTRuMENTS OF SLAB:::� COPPER FLASHING t0 PROTECT PROFESSIONAL SERVICE'ARE AND SHALL REMAIN THE PROPERTY STEPPED FOOTING FROM INSECTS t DECAY OF THE ARCHITECT.THESE AS REQ'DC5EE SUP. — — — — — _ _ _ — 6"x6" 10/10 W.WM - DOC '!ENTS ARE NOT TO BE NOTE °28 SHEET"1) _ g 2— — — — —— �N ANY OTHER USED IN LPROjEECTS OR PART,E OR IN I I " 1 u u 1 u u 1 n u 1 n a - - -- - - - - - - - - - - - - - - - a COMPACTED FILL ax< ° a RAwOMOAND DtFY OR CO FOR PY WITHOUT EXPRESS WRITTEN PERMISSION _ 1 ° 4� OF LOUISE A AGNES ARCHITECT IS _ \ PROHIBITED BY FEDERAL LAW AND STRICT EXIST FOR SUCH VIOLATIONS. a � - II -I 3"X3" SLOTTED = O II roll WASHER PLATE 4 - 11All, UNEXCAVATED TEPPED FOOTING I — ANCHOR BOLT AS REQ'D(SEE SUP. I I 05 DOWELL5,12" LONG 4" P.C. LAB W/ &X6 NOTE °ZS SHEEt"1) "� 4 ° m12"O.C. _ 010/"10 W.W.MESH OVER �z roll OUS FI -� q DEPRESS QR.F ISH a° — � I fuo I r— — — — DETAIL. X-X 141- " _ SLAB LEDGE = = ° ' SCALE: 3/411 /11416J1 FRO 360 FJ'S- J.I.MO 360 FJ'S _ � ° 1 _ I 619)11O.r. ° (3) 13/411>eJ " M=LAM — — (3) 13/4lIX141 M=LA = ° - FLU FLUSH a a X z 1_ II X -► ISHADED AREA SHOWS KITCHEN ISLAND ABOVE CN -�° = BASEMENT 1r 4" P.G. SLAB W/ &X6 010/010 W.W. 0.4 MESH OVER 6 MIL. VAPIOR I. I z BARRIOR AND b" POROUS FILL _ U U SAW CUT CONTROL JOINTS IN I:...::. ..0 . X = SLAB AS REQUIRED TO FOR ® - - P _ c0 O Z ' O �� CRACK PREVENTION I ` ,.';..:'cA I -' -' � Iit�7pzq� �,e-O I -40ju-(31-- k) sv- oz6z \ I " I I Q Oz� ui �—U tI~uN a I w0� Qw� Icy GYP BD UNDER 4 T.J.I.FL. JST'S I' i_. "` I 1211 THICK P.G. FOUNDATION WALL WK2)'4 N O? a z Q p CONT. REBARS 4" DOWN FROM TOP OF WALL to+-z�W lu_j d)p 3 Q f- j<in ON 12X2411 P.G. FOOTING W (2) CONT. *5 z z uu0..��W Q m W_-a ft z O�o _ 0 REBARS, 2"X4" KEY, PROVIDE 5/8" DIA. [Y O O 4 u Ll Q "'- ANCHOR BOLTS im MAX. 45" O.C. AND 12" 4 z Q Z QC OW = q q Z FROM CORNERS AND ENDS, PROVIDE 10 u1 O(Y z W m its O- - _ �I II I TERMITE SHEILD,SILL SEALER AND (2) 2"X6" Q� cp O z uLl� `�uQ�(x}q4__L ACQ. SILLS .q(L �u.Z IL� fx t73 BEAM T e 10>-" t-V3-z w 0 PCK. a � a a f-Q K ID"q� d cn d 0 - = w F 14 X 8 I UJ r 14 34 CN cs BEAM .-r7 BILCO DOOR , EXACT SIZE OF � — F _,I.-FOUNDATION TO BE COORDINATED I N Op\\ — — — — u z _ _________� WITH SELECTED BILCO DOOR — - - V WW p\� Q� O -Q ( I I ONGRETE PAD AS REQUIRED � V= 3\�1 U IZ N U� i FOR OUTDOOR SHOWER AND v Ins" GYP. BD. UNDER STAIRS. �75,(b' E _' I O 0 u I I i GARAGE ENTRY DOOR w `u_ a Y INSULATE WALLS AND UNDERSIDE---- i Ln - - - STEPS ABOVE. SEE FLOOR PLAN w>_...._ -' 1L 0 w Lu10 I Ca X _ — —� o I II INN I - - — � ; s _ I I W STEPPED FOOTING ____ __ n� — AS REQ'D(SEE SU -� Nv- BEAM ! a NOTE 028 SHEEt01) I �/ PC BEAM a i i X 14 to a —F2-) 11�C �4= 1+ —-P K. I I Q CN TEPPED FOOTIISIG AS REQ'DCSEE UP. i DROP TOP of FOUNDATION x TO UNDERSIDE OF SLAB - \ - I - Q - NOTE 028 SHEET ) _ i i (TYP AT 3 LOCATIONS) 22111 < UNEXCAVATED 411 P.C. SLAB W/ &Xro LL I I #10/110 W.W.MESH OVER 5/811 roll TYPE "X" GYP. BD - O ---- �' \ 0 POROUS FILL, j� z ON CEILING AT I �--- -` / N U I I DEPRESS FOR FINISH MIN. 5'-011 AWAY (TAPE Z / \ O Ll I II 11 1 UNEXCAVATED AND SPACKLE AS PER \ m I = a = I I w I CODE Lu H I --- - a IL I DIRECT VENT FLUELESS U / ' II '� O FURNACE E WATER HEATER W / I — — — — —— I I I 24 WIDE P.G. APRON V � Q uj 4" P.C. SLAB W/ &X6 I i VERIFY WITH OWNER z� I t U 010/"10 W.W.MESH OVER I I I cl V 6" POROUS FILL PI CH SLAB TO DOOR ( i i �-Q Q � � �, 00 M 1/4' PERI211 I I E-o = -e C3 � I Lu o m I III o �' > >- N .- — �Q I � I I - (v n UZ W LO N 12" THICK P.G.FOUNDATION WALL W/C2�'4 N I I I I 1—i CONT. REBARS 4" DOWN FROM TOP OF WALL I I rYl Q� v r ON 12XZ4" P.G.FOOTING W (2) CONT. 05 I I U1 J REBARS, 21IX4" KEY, PROVIDE 5/8" DIA. C/) [L' P7 I I I I I ANCHOR BOLTS a MAX. 4511 O.G. AND 12'I I O U- Q 0- co OC� w " FROM CORNERS AND ENDS, PROVIDE N � ll_ � TERMITE SHEILD,SILL SEALER AND (2) 2"Xro" — U 1 a ACQ. SILLS — — _� � _ FOUNDATION PL A� z_ � :3d o ' I t SCALE:Ii4"=1'-0" N w m Z 0 CONTROLLED FILL CONSISTING OF N CLEAN INORGANIC MATERIAL PLACE ON LIFTS NOT TO EXCEED 12 INCHES IN F O z Sa 31iz" DIA. STEEL PIPE ON 8"X14"X3i8" STEEL AT ON NON SHRINK MASTIC ARGHOR BQLtED a Q DEPTH AND BE COMPACTED, UNDER m INDEPENDENT SUPERVISION, TO A MINIMUM II II II 11 95% OF THE MODIFIED PROCTOR DENSITY DIRECTLY ONTO FOUNDATION DRAWING � O. AT OPTIMUM MOISTURE CONTENT PER ASTM D1551. DRAWING NO. PROJECT NO. SnO "XS" WOOD POST ABOVE, BLOCK SOLID 1923 SOILS TO BE USED FOR CONTROLLED FILL SHALL 1 1, BEAM, POST OR FOUNDATION S .4 AS NOTED HAVE LESS THAN 10% PASSING A 0200 SIEVE WITH NO PARTICLE SIZE NO LARGER THAN 2 INCHES. 3 fF�_] Fi 1 2O 9 A B C DRAWN BY: L.E.W. e USED BSI' PERMISSION OF LIVING CONCEPTS alECKEDBY. O 3of 10SHTS L.A. . ......._.:. .. ., ,...,......,— u.LJ�......,..a....su.r.u.wdr.,ursei.wwww.....✓J..vdawrcm.u..ae.a.w'....ur..w,...,=e...0.a..ec.r - .ry ...wwux.o-..r..wuwsa«u w...wr .W.mx...r.u,eu. .L_".._.a.. ..,Wvv..bu.e._......& ...3w—.....a_.n.._......s..._,......>ww,....<_....__ .u.._.u..,...,.r...w,..- ua...._..eatu...n..L, w. - _ A 8 C IMPORTANT NOTE: To,ALL jg 81SINCE fi ARE (t)AND ARE D MENS�AMTYRINQVtAIR7 AUE O WALLS ASPHALT SHINGLE BEfNCs OUt OF PLUMB,ETC_HOLD OA DIMENSIONS AND THE ONES NOTED n AS 'HOLD"ONLY. ROOF UNDERLAYMENT jr OWNERSHIP AND USE OF / _ DOCUMENTATION: ELF-ADHERED DRAWINCsB AND SPECIFICATIONS, NEMBRANE �/ _ _ At-oil - AS MSTRIA-ENTS OF i_ u , n PROFESSIONAL SERVICE,AIM AND ij2 ATHI ROOF i '" SHALL REMAIN THE PROPERTY '01SHEATHING _ 6 X6 ACQ POST WITH COL. OF THE ARCHITECT.THESE VENTED ATTIC � n n " ENCLOSURE, DESIGN AS SELECTED BY OWNER (TYP OF 10) USED T WHOLE OR IN PART,FOR ENTS ARE NOT TO BE . i ROOF RAFTER AHOY OTR PROJECTS OR METAL DRIP / CEILING JOIST z THESE DRAWINCsB AND SPECIFICATIONS EDGE ® R-38 BATT INSULATION - — — —— — — — — - — PURPOSE.TO MODIFY OR COPY - - (2) 13/a"X14" M=LAM - - OF WITHOUT o�UISE a.A sNES ARCHITEEcTT 1RITTEN 5 ION ts. PROHIBITED BY FEDERAL LAW AND STRICT EXIST FOR SUCH VIOLATIONS. ti Y" GYP. BD. -' CONTINUOUS BEAD SOFFIT VENT IV, OF SEALANT 'i 2"X4" WD. STUD ! SIDING I ° 16" o/c I U U COVERED I I R-11 BATT INSULATION jr L I I ° TERRACE I j CTR1810 CTR23010 CTR1810 I N @ (8'-9" TRAY CLCs.) = I CTR1810 CTR23010 CTR1810 1\2" GYP. BD. CN145 CXW245 CN145 _� P CN145 CXW245 CN145 1/2" EXT. GD. PLY. _ (2) 13/4"XI6" M=LAM on !2L7 - - .061' 11 WD. SHEATHING _ (3) 2"X12" _ AT UNDERSIDE OF ROOF RAFTERS N Z _ (3) 2"X12" N P ,SIR 5EALINe DETAIL � _ z� SCALE:N.T.S. AT ROOF EAVE '- ° ' 67 ir l_ „ Q = '' ° -' �u u� x q _ �J LG > . . ry a e-,. y° . ' P FWGI6080-4 P ' M . -` - (3) 13/"X18" M=LAM - - — -(3) 13/4„XIS" M=LAM X U U W F I6 X 31 FLUSH aa. >.. :: "'; - tea. �' " P �� m LINE OF SECOND FLOOR ^»' "F."=r;•,.,; M1 ',n;»r; ia." ;w,.E y, 'n I S l'�1 a :.a ,, >: I ABOVE I ACK OUT WALL AS REQUIRED TO CONCEAL „I" BEAM a P MASTER 51 I u SUITE m o N SGAPE WELL WITH -FAB GAS � REMOVABLE GRATE FIREPLACE AS CE I , , ` � "�.;. •� LINE OF SECOND FLOOR 's CN ABOVE- SELECTED BY OWNER J = -------- u , y LL W e , CN s (10' 0"CL a. ro FAMILY ��- g ►- U SD °� ROOM = I = I a = X VERIFY KITCHEN LAYOUT AND N V N O=z0 + U A Ll z-� _ -U APPLIANCE LOCATION WITH OWNER �CN z�z q 4 �� ." Q ;,::.:.<_ aih ¢ ._ - ..: ROOF RAFTERS ABOVE, 32"PCT. - c0 ^t I U J z x „3.. I ;:,> g, g RAISE AS REQUIRED TO _ Z}��- '. *.:. CLEAR FLUSH 14 BEA EtF ' - N i I „ u - lk cp Z f- = 61 =1 I - - �w4��111gOQ�t"-1 AfR SEALED WALL DETAIL ,_ „ ,_ „ m „ ,_ „ I _ °O ca w Q i�q� 1x w o BEARING WALL ABOVE q0 r O O lIL zQ Q u _ W _ - - MASTER I I o do(ku��� z ��� _ F q U �, (I0'-'-mCLG.) I I o Quo MECH. HANGER „ „ " _ FOR 3KIP SEA " Q- P - - - - - �Q"r Cj; l3 1/ X14" M= AM (2) 13/"X14" M=LA / = P FLU H SFrCN - I..ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 MECH. HANGER 32" CT. INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE. FOR IB KIP THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO SD 'pry 1� cs TO C THE ti. \� DETERMINE AN ENERGY EFFICIENCY PROGRAMEXCEED E � �. ENERGY EFFICIENCY REQUIRED BY THIS CODE. LAV- 11 X +.;' _ °® _� (10'-0"cLGa 0 I UTILITI' o _ p1.f,. z, 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE _ I (10'-0"GLG.) - _ BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH IRG „ „ ,� _ d , „ 11 1, W N1101.14. @ UP 7 F- 3. ATTIC OR CRAWLSPACE ACCESS SHALL BE `� slI 6" A _ _ N ` - o WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT �q - OU OOR S R TO THE INSULATION THE SURROUNDING SURFACES. 777 LINE OF SECOND FLOOR = _ �� 2) I I N ' 4. INSULATION COMPONENTS OF THE BUILDING THERMAL ABO U .I.C. 4 �' 0 e,, ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE C10'-0"CLG.) O ' J CRITERIA LISTED IN TABLE 402.4.1_1. WHERE REQUIRED BY CODE r U U- OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL _' O „ I I B COMPONENTS TO VERIFY COMPLIANCE. _ � I I O ti 5. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED o -1 (X "� � AND VERIFIED HAVING LESS OR EQUAL TO 3 AHC50 IN CZ 4A, 5, FO`r'ER W Z 6A, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD - _ PARTY. uj (10-0 CLG.) -� - ►� 5 6. DUCTS- SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN. R-8 0 3" OR GREATER DIAMETER AND 0 _ SD �ti "C" LABEL SELF R-6 AT DUCTS LESS THAN 3" IN DIAMETER cp tt of CLOSING DOOR O 6a. DUCT SEALING- DUCTS, AIR HANDLERS AND FILTERS BOXES Z P SHALL BE SEALED. _ U U 3/„ „ (2) 13 XllvB" M LAM _ (3) 1 14 M=LAM _ DEV _ _ lJ� � 1 X Be _ I. DUCT TESTING- DUCTS SHALL BE PRESSURE TESTED TO F SH F•L I I 2'-0" WIDE P.C. APRON O - DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. P P I I I I I(� - w w 8. BUILDING CANTILEVERS SHALL NOT BE USED AS DUCTS AND I I I O 1_l_ o PLENUMS. CELLAR ENTRANCE DOOR STUD�1' I COVERED �}� }- 9. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS AS SELECTED BY OWNER PORCH N 0 LESS THAN 105F DEGREES OR GREATER THAN 55F DEGREES as - z � 2 SHALL BE INSULATED WITH R-3 MIN. - _ cD - G. +- ct) Xi I= p �I i - ARCHED Uq�I2 _ 14" TJ.I. PRO 60 CLG JST'5�16"O.C• 10.MECHANICAL VENTILATION- SHALL MEET REQUIREMENTS OF - - �,, - „ - ON FIRST FLOOR, ALL DOORS TO BE S'-(I�" NICxN THE IRCAMC. I I - _ I I(p cs 11. EQUIPMENT SIZING- PER ACCA MANUAL S, BASED ON LOADS I RCHED 13r1"XI2" I = I I „ „ „ „ � CALCULATED PER ACCA MANUAL J AS PROVIDED BY THIRD — — — — — — — — — ® 4 XS OR 6 XS POST BLOCK SOLID TO PARTY HERS RATER o 2" 8" LG JST's�16"o.c. EUMU _ — — S FOUNDATION OR SEAM BELOW - - - 04 12. LIGHTING. A MIN, OF 15io OF PERMANENTLY INSTALLED co }- P O FIXTURES MUST HAVE HIGH-EFFICIANGY LAMPS. U ° SO 31/2" DIA. STEEL PIPE DIRECTLY ONTO j cN w 13. ALL, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE U ( I FOUNDATION BELOW F U a IRC CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL _p as c� MECHANICAL CODE., INTERNATIONAL ENERGY CONSERVATION (2) 2"XS" 2 CAR � I I � � }- CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL _ gIII _ CONTRACTOR TO SUBMIT IN DETAIL THE DESIGNS, GARAGE I 14 Q Q CALCULATIONS AND DRAWINGS, WRITTEN STATEMENTS OF THE CTR1810 CTR3010 CTR1810 o F[RST FLOOR PLAN — Q- �- It MECHANICAL, AIR CONDITIONING, VENTILATION HEATING CN145 CXW145 CN145 _ Y o ar SYSTEMS INEW, EXISTING OR UPGRADED) STAMPED BY A - 5/8"TY E "X" GYP. BD ON r� i i 0 SCALE:I/a"=1'-0° Cn F-� > >- N PROFESSIONAL ENGINEER IF REQUIRED BY THE BUILDING CEILINGSAND ALL WALLS ' X p � -�Q 17 N ' TAPE AN SPACKLE 1 GOAT MIN. I I O DEPARTMENT. ` X I ' /� w Ln 14. ADDITIONS, ALTERATIONS OR RENOVATION, SHALL COMPLY N I I ' SQUARE FOOT ACES t-' WITH IECC 2015. ALTERED PORTIONS OF THE EXISTING BUILDING I I O IS NOT REQUIRED TO COMPLY WITH THIS CODE. - LL I FIRST FINISHED FLOOR = 2,1�i5 S.F• z Q C14� ° X 15.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING P SECOND FINISHED FLOOR = 912 Sfi. n L N n�,, U T Q LLJ F_ SYSTEM IN ACCORDANCE WITH SECTION CONTROL SYSTEMS. 1� o 0 (2) 2"x12" TOTAL FINISHED AREA = 3,08� S.F.S z `" r�r �-[� Q w m z °- 16. ALL EXTERIOR WALL/FLOOR/CE[LING JOISTS SHALL BE AIR L N C17 L w U SEALED AND INSULATED N ACCORDANCE WITH TABLE R402.4.1.1. CTRI510 CTR23010 G 1810 GARAGE _ �o�2 S•1=• w APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM CN145 CXW245 CN145 FRONT COVERED PORCH = 100 S.F. O PLATE IMMEDIATELY PRIOR TO INSTALLING GYPSUM WALL BOARD. „ REAR COVERED TERRACE 251 S F. a q DRAWING NO. PROJECT NO. 1923 SCAM: Q AS NOTED tu A 8 C 11/2019 B 4 cLc DRAWN BY: L.E.W. a n CHECKED BY: USED 5r PERMISSION OF LIVING CONCEPTS O 4of 10SHTS L•'d'- IMPORTANT NOTE- '� G ALL pIMENSIONS ARE (t)AND ARE TO BE VERIFIE'�DE IN FIELD 91 F 8 DIMENSIAN ONS ALTERATION. DUE TO WALLS BEING OUT OF PLUMB,ETC-HOLD OA. DIM SIONS AND THE ONES NOTED „ AS €HOLD" ONLY. 70, OWNERSHIP AND USE OF DOCUMENTATION: ol DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSE.TO MODIFY OR COPY THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION OF LOUISE A AGNES ARCHITECT IS PROHIBITED BY FEDERAL LAW AND STRICT EXIST FOR SUCH VIOLATIONS. ILI I I CW24 I A1, Lr ATTIC = Q C w BEDFacm #2 I ATTIC TUNNEL UP AS REQUIRED TO U Q (8 0 CLC�J SKYL IGWT (� INSUL. X INSUL. z - -ATTfC- - - - - - - - - - - - - - = I- - - - - - - - - - - - - - - - - -TTIC - - - z ACCESS `"w ACCESS I O w Q a 4 w O O U Z SD LL RAISE AS REQUIRED TO InQL7 - Z 7 CLEAR FLUSH 14" BEAM BELO __�__ Q O uzj O m u u�i I 6 =Lc uwIQZ-�, L1z�i= 0�4 �.. (� ►-O w E 001"1 z�U ��-���O��Qp ATTIC ACCESS (tYPE.t LOCATION) U B (8'-(d"CLGJ BEARING HALL I ED 0"CLG.) 3 �'� U I 0.-� q DNI TO BE AS DIRECTED BY OWNER O I WALL (8'-O"CLG.) ( �- Q p Q ►�R W>-Q= Q , Q = _TH 1 ELEV:+II -3 = ? _ Z �� -'�w�jpi w��wtUu.�� O � — w — �� cnOdZLI�`oLww1Q;�Q=� U `w II o® I_eDII ?% 11 II u = d) p� ?-wl--zr+vq�u RAILING AS R CODE, ` .� pp�,r,� U ' DESIGN AS PER OWNER =0 }- �Q t��Q Q_j tz Q cn 4 0 cA� NQr SD w %� .. J 11 bn A I Y INSUL, ti �, �ry �, INSUL. ATTIC _ �ry �, ATTIC ACCESS I a l _ TIE INTO WAL74 uj Q ATTIC N INSULATE ALL COMMON WALLS WITH ATTIC z z V) 5 1L � A cc_ I UL uj w U o V, z W Q Lu � o w `')W a� U °� n Do 111 n Q �Q Ln (� LL1�`' CIE a� p rn °' O LIJ 2�¢ N CV — I Ac, v � � Q _r%o pe�rr �wJ � � (0 N —1 (L I-- U +— a 0 Nan Co� 0 3: H 4 w ILL SECOND FLOOR PLAN DRAWING N0. PROJECT NO. ILI C SCALE:114"=1'-m" 1923 SCALE: d 8 AS NOTED tu g 5 DRAWN BY: L.E.W. N USED By PERMISSION Or- LIVING CONCEPTS CHECKED BY: O 5of 10SHTS LA. r .. . PANASONIC 335 WATT HIT NIGH EFFICIENCY SOLAR PANEL,40MM ALL DIMENSIONS ARE lt)AND ARE SOLAR PANEL Fl FCTRICAL CHARACTERISTICS: IMPORTANT NOTE: a ROOF RAFTER _ SHINGLE RIDGE CAP TO BE VERIFIED M FIELD,c SINCE � ( W VSHN330SA17 V13HN33SSA17 �! THIS IS AN ALTERATION.EXISTING DIMENSIONS MAAY VARY DUE TO WALLS COR-A-VENT BENG OUT OF PLUMB ETC HOLD OA ROOF SHEATHING V-600 DIMENSIONS AN TH ''<i€��,•';���)`���`• '-�;"ta '1' Nominal Max Power �.� _�I AS S�HOLD�� ONLY. `. •.•<",�'.,.e'e?_'F;x; g! (Pmax) 330 watts 335 ,.its I D E ONES NOTED 'r.:tg#�#:e.,,,; .:•a;;9°,ra> ")). _ __ __.___._ 58OV 59.4VMax Power SHINGLES EXHAUST >ri;zi§;' •'>- ;3^,%(xwti` Max Power Current(Imp) 5.70A ...�;` j'bH•,u b('','a'+`avL' - �_._ ._._ __,. 5i65A... 150 FELT AOWNERSHIP p (V0 7l.OV EL PAPER DOCUM NTATION:USE OP s, Open Circuit Voltage o 69.7V DRAWINCsB AND SPECIFICATIONS, - _.:lr { �: A.r Ci: .'s: ShortCircuit Current(Isc) _ 6,07A 6.08A AS INS TRUMENTS OF PROFESSIONAL SERVICE,ARE AND Module Ef.ciene SHALL REMAIN THE PROPERTY r:l:�a•si(.ii.'tc� '..•..I<x'.t' Y 19.7% 20% +'s')°s f')' ,"`':'�:;,i.•_�{ - ._..._-__.._.. _ O OF THE ARCHITECT.THESE H:tv,-.�-• zq x,+•rm•, Y ,ya Celt Efficiency 22.09% 22.52% _ DOCUMNTS ARE NOT TO BE Temperature Coef ic,ent USED IN WI TOLE OR IN PART,FOR Finax -0.30%/C ( -0.258-rC ANY OTHER PROJECTS,OR Operating Temperature -40'to Ss•C(ao•to 285•F) MODIFY PURPOSE.TO MODIFdCs OR COPY THESE DRAWS AND SPECIFICATIONS ! RIDGE WITH WITHOUT EXPRESS WRITTEN PERMISSION Maximum System Voltage 600V CONTINUOUS VENT WI LOUIBE A M55Aitii;N W ARCHITECT IS PROHIBITED BY FEDERAL LAW AND STRICT Maximum Srries Fuse {=�J A EXIST FOR SUCH VIOLATIONS. Celt 15A _ RIDGE VENT [DETAIL jj Celt Type Monn-crystalline "t DETAILS I DOCUMENTS I REVIEWS Celt A SCALE:N.T.S. ' rrangement 96(8 x 12) , Item code Brand name Model number Dimensions 62.6 x 41.5 x 1.617(1590 x 1053 x 40mm) CT1'P i GAL ATALLRI DCxES) V Weight 40.8 tbs(18.5 kg) 40.8 tks(183 kg) PAN335HITMONO Panasonic VBHN335SA17 _ _ ._.,.. _. .„. Connectors MC4 s Static Wmd,Snow Load 112 PSF(5400 Pa) : Panasonic - HIT High Efficiency Solar Panels - ��'±7 N Pack more power on your roof with Panasonic 96 cell Solar Panels,in the 300 Watt "'O L A R PANEL i NF O R�A T i ON I N Solar Panel family- They have the same footprint as standard 60 cell modules,but NO SCALE 1 i over 25% more power! These high efriciency panels are designed for dense, 1 1 I I 1 I residential rooftops,where space needs to be maximized. Panasonic is a well known and proven brand,and is celebrating over 40 years in the solar business.They continue to break records for their cell and module efficiency. Panasonic's original SH)(Silicone Heterojunction)state of art technology solar cell Is composed of a thin single his result In l silicon wafer sandwiched s, ultra-thin KICK IN ROOF KICK IN OOF amorphous silicon layers.This results p less impurities it the cells,achieving .( 46� R higher electronic quality,and ultimately performance.In addition,Nue SH)solar cell n V\ can generate not only front side light, but also rear side tight,which enters / 'nIVI�_/ between the cells,allowing for greater performance In morning and evening tight- n Y/ up to 13% more daily energy production! The pyramidal structure of the cell surface also helps increase the absorption of more suntigh% generating more 1 energy.These HIT solar panels are a proven unique technology and have been in mass production for 19 years,proving to be leaders In the industry', i ( I I 1 I xt��,: �1 :2?1; Y CHIMNEY CRICKET AS REQUIRED I I I 1.4 , _- q TO REDIRECT RUN 1 01 } ? `^ ,3If i i a 47 X N - u u n - t[1 X ) N 0 W Z YELUX, VSM 22134 (APPROX. 25 X31 ) C4 - N N p O _.__.. ELECTRIC FRESH AIR SKYLIGHT I I O z�i z Q,w O~ U VERIFY SIZE AND LOCATION WITH Q OWNER. KEEP MIN. 12" AWAY FROM -• '� `o Z_U `a I I UIW l7 u V CRICKET AND RIDGE Q O F z X 3 : b 3 w S k � lWll'Q Z (.�Z J�W Q(L Q ._««.x_-_._. i x w.i::.•««.., --«.,,.«.«r:. ; .. . 'y Lill o I €�, ,,,�4;r,�,„=. -`�'_:��r=,;�,, I�';I g�;'1s"�•;=z�-•.," i t i f x,. ..:..�:Y:':Y'e cn�Z (�V Q �Q F, tt) �1-I�WQ f J Q� ;3 a.. l r>wiiC, A-A' C,c��..� ii��;,f 1 I I �Z'U(�Q WmN�n�i�IS 1-7a QZQQF-1U�11J)-J}»Z-�F- OQOQ� (ai- WZ _W1��wtQQzO Q r 3 n n = I 0V1�-� 0QZQ � Q1�O11 111 LU z w �Q�ILtD�QQ�}-QcAQLa I �0-���� 2 "PANASONIC" 330 WATT w SOLAR PANELS I a LU H Q N o:. -{ 1 m 6 "PANASONIC" 330 WATT = 1 SOLAR PANELS � 3 P NR rn ALLOW FOR ACCESS INTO � o ATTIC CRAWL SPACE-­--_ O — O O = P � 1_1-_ �a ALLOW FOR ACCESS INTO Z 1 I I -- ATTIC CRAWL SPACE 1� - w I � ' � 4 I 1L � w NORTH SOUTH I I �� O J , w U'^1 'O^ v! (D Z LN I I --J­�--- X I 1 W �, 24 "PANASONIC"EA- 330 WATT g SOLAR PANELS I Ira 2"XiV' R'5616"O.C. 12 lti U Q O N a� Uoo -i QC Jj( � H co U�, cfl t` QC ~� YOB LL a) O rn 1 0 W ~�Q 1 cD n/ ^ UZ w i N u-/ U w I fY f7 cn O z _ _ _ N � Qi= lj- < — S "PANASONIC" 330 WATT — z� Q ZO u SOLAR PANELS L N O w En a L L w u ZD l- O a Q �g a G DRAWING NO. PROJECT NWEST �323 •� 50L,4R FAN EL 5C 1�74T I G FLAN 8 ROOF FLAN As NOTED SCALE:i 6"=1'-0" SCALE:1/4 1'-0" 6 i1/2O 9 DRAM BY: VERiFI' LAYOUT WITH OLJNER L.E.W. e __..,. .._---- ._ ..a ..Z,.. ._, ._ .__.-_ -. � .W 3 moo.. ECK L.A. Ci ED BY D BY PERMISSION OF LIVING CONCEPTS Q roof 10SHTS L � IMPORTANT NOTE, ALL DIMENSIONS ARE (t)AND ARE ' " t0 BE VERIFIED IN FIELD SINCE THIS IS AN AV RATION.EXISTING DIMENSIONS Y VARY DUE TO WALLS BEING OUT OF PLUMB,ETC_HOLD O.A. DIMENSIONS AND THE ONES NOTED LOW PROFILE , AS HOLD NLY. RIDGE VENT OWNERSHIP AND USE Or- '-0 �S ��J RIDGE (SEE PLANS A� � � DOCUMENTATION: %-�,/ NITTRUlEENT OF SPECIFICATIONS, Pia�� r y' r 12 ROOF RAFTERS�+16"O.C. j'v``� � �'�"L PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY ti 60 (SEE PLANS) �"��r'� OF THE ARCHITECT.THERE '� CEILING CONSTRUCTION DOCUW1ENTS ARE NOT TO BE USED IN WHOLE OR IN PART,FOR 240 # ASPHALT ROOF SHINGLES ATTIC --� Y �✓ ANY OTHER PROJECTS OR SE.TO MODIFY OR COPIr 51MP50N STRAP TIE LSTA15 1/2" CDX PLYWOOD WITH 15LB.FELT PAPER OVER r L1 ItEp►stoRAGE� THESE'°DRAWINGIS AND SPECIFICATIONS WITHOUT TTEN PEFMI55ION PLACED OVER RAFTER TO RAFTER RAFTERS (SEE PLANS) (NOT REQUIRED IF 2"X4" CB'S PROHIBITE EXPRESS FEDEIRAL LAW AND STRICT OF LOUISE A AGNE9 ARCHITECT IS R-38 INSULATION ON FLAT CEILING / EXIST FOR SUCH VIOLATIONS. 616"O.0 RAFTER TO RAFTER IS USE a UPPER I/3 OF PLATE TO R-30 INSULATION ON SLOPED CEILING cLGJst's S ESm1L NS) CEE PLANS) �..- UNDERSIDE OF RIDGE) MIN. Ill SPACE FOR VENTING OF INSULATION (USE 8-10d NAILS) CEILING JOISTS (SEE PLANS) NOTE: PRIOR t0 PURCHASING ASPHALT _ SHINGLES, VERIFY THAT THE MANUFACTURER /2" GYPSUM BOARD f` WILL GUARANTEE THEIR PRODUCT FOR THE �� ATTIC CL. BEDROOM #4 ATTIC SLOPE NWER LOPED)N THE NEW INSTALL WITH SNOW(VERIFY ARD ICE GUARD. USE ONLY MANUFACTURE THAT —FACIA BOARD AS SELECTED BY OWNER 3 WILL GUARANTEE THEIR PRODUCT PROPERLY. SIMP50N HURRICANE TIE H2A SEAMLE55 GUTTER 2'-0" A IC PLACED AT EACH RAFTER 50FFIT • low (USE 5-86 BEACH END) 2" CONTINUOUS 50FFIT VENT FLUSH BEAM FLUSH BEAM FLUSH BEAM (SEE PLANS (SEE PLANS) , (SEE PLANS 2 -w DETAIL 2- NO SCALE S p MASTER = STUDYUJ.I.C. P3ATN MASTER SUITE: rot NAIL SHEATHING F TO EACH RAFTER EVERY (oil 12 KJ CEMS STRUCTION FLUSH BEAM BEAM BEAM (SEE PLANS 51MP50N STRAP TIE LSTA15 240 # ASPHALT OF SHINGLES (SEE PLANS (SEE PLANS PLACED OVER RAFTER TO RAFT 1/2" CDX PL D WITH 15LB.FELT PAPER OVER `� °� 3: (NOT REQUIRED IF 2"X4" C B'S o z�°z- i u o l- 0 RAFTERS (SEE PLANS) z �16"O.0 RAFTER TO RAFTER IS R-38 INSULATION - ------DAM PROOFING -� Q o w w `�X'= >- USE '� UPPER 1/3 OF PLATE TO DAMPROOFIN - PR UNDERSIDE OF RIDGE) MIN, 1" SPACE FOR VENTING OF INSULATION SASE:MENT a z �o °Q w (USE 8-1Od NAILS) z w o zy-q w o �- nnnntCEILING JOISTS ISEE PLANS) '�w v�w�-1 -j �� cnpz (Y�z`Q� �� 1/2" GYPSUM BOARD o-1 0 o Q O Q° Q� dzoz-'D INrYi>-d Qz it FACIA BOARD AS SELECTED BY OWNER ° wn o z o Q 6IMP50N HURRICANE TIE H2A 5EAMLE55 GUTTER n a U-- Q� a z (�� ) z11W —10 z PLACED AT EACH RAFTER SOFFIT SE CT I ON ,�-A `� ��� � z � ��' CUBE 5-ad BEACH END) *-d� ��d d��Q N d [1 2" CONTINUOUS SOFFIT VENT scALE:�;"=1'-m" -- SECOND FLOOR FIRE5TOPPING AS PER CODE CDI\—=- - W�41_L CONSTRUCTION ,_ , '%'`c� "\ `' 1/2" GYPSUM BOARD 2"X6"WOOD STUD 16"O.C. FLOOR JOISTS (SEE PLANS) R-19 INSULATION LOW PROFILE � -1a �� -` O.. 3/4" T G PLYWOOD SUB-FLOOR �I RIDGE VENT / c 1/2 CDX PLYWOOD - '\ / 12 - �` .c�. IL FIN15H AS PER OWNER RIDGE CSEE PLANS \ \ a t45 ¢ .�� f Q TYVEK VAPOR BARRIER \ -- N - o 1/2" FOAM BOARD( IF APPLICABLE) ROOF RAFTERSm16"O.C. j SIDING (SEE PLANS) \ 00 51MP50N L5TA30 STRAP \ PLACED 6 MAX. 16"O.C. FROM STUDS SPRAY FOAM INSULATION ATTIC \ \ TO STUDS (AND AT EVERY (LIMITED STORAGE) \ WINDOW AND EXTERIOR FIRE5TOPPING AS PER CODE DOOR JACK STUDS(CAN BE INSTALLED OVER SHEATHING) 2'-0-- (USE 5-lmd NAILS AT EACH STUD) 10 \ Z FLOOR CONSTRUCTION cLG�sT'srtlEsml6"o.c. \\ IN, 2 -m 3/4" T 4 G PLYWOOD SUB-FLOOR (SEE PLANS) FARING \ 0 Ajv. w IN15H AS PER OWNER WALL \\ \ UT IN BIRD MOUTH FIRST FLOOR FLOOR JOISTS (SEE PLANS) \\ d ca -1 R-30 BATT INSULATION SPRAY FOAM INSULATION HALL BEDROOM 02 \\ NOTE: PRIOR TO PURCHASING ASPHALT I ATTIC \ � SHINGLES, VERIFY THAT THE MANUFACTURER -4 � }— 51MP50N LSTA31a STR AP \ WILL GUARANTEE THEIR PRODUCT FOR THE W PLACED '� MIN. 16"D.C. FROM STUDS 4c \ � LOWER SLOPE ON THE NEW ROOF (VERIFY O O Q w AND AT RIM JOIST n n \ \ SLOPE IN FIELD) INSTALL WITH SNOW AND TO UNDERSIDE OF PLATES (AND AT EVERY (2) 2 X 6 SILLS ACQ \ � 3 ICE GUARD. USE ONLY MANUFACTURE THAT o WINDOW AND EXTERIOR COPPER TERMITE SHIELD WITH PAPER WILL GUARANTEE THEIR PRODUCT PROPERLY. COATING 51DE DOWN ON SILL SEALER U (USED500�R�JPERSsTUDD� SILL SEALER 2'-0" _ z FLUSH BEAM o (SEE PLANS — j (2) 04 CONTINUOUS RE5AR5 AT TOP OF MI ,� _YAM RE -� w FOUNDATION WALL 4 DOWN (SEE PLANS a 1/2" GYPSUM BOARD o Ca, o 5/5"DIA. X 12" LONG ANC OR _ cn 11-1 a BOLTS e45"O.C., 39" O.C. AT 8'-O" III==1N, � LINE OF GRAD _ _ END ZONES AND MAX. 12" 11=ROM BASEMENT _ I I EARTH BACKFILLED (SLOPE AWAY 1 _ _ 00 w co CORNERS EMBEDDED MIN. 7 INTO — —i FROM BUILDING FOUNDATION) COVEERED FOYER FAMILY o LL v 1/2" EXPANSION J�Pd LEER R B PORCI� ROOM _ TE=RRAGCOVEIREp _tv Q o `0 CON'T (2)-S RE5AR5 IN BOTTOM OF FOOTING _ EOWATION CONSTRUCTION cn Ow 4" THICK POURE -�1=1 DAMPROOFING OVER — — — — — — — — — o =N # # -I 11=1 11= III=111=III- i t I CONCRETE SLAB W/ 6x6 10 /10 W.W.M. 12" POURED CONCRETE FOUNDATION = Z ` Z 6 MIL. POLYETHYLENE VAPOR BARRIER 11 11=1 I I-III III- i BEAM =11 I I-1 I I-1 I -1 11=1 11=1 J P 12 6 I I _—III I� II I I_I I I_I I I—I III (SEE PLANS 1 I 11 ( I I I—I I I_I I I—III—I I I. N W ►�-- 12 x24 POURED CONCRETE FOOTING X X o d w Mi" o .. 6" COMPACTED POROUS FILL -_ WITH KEY, ON VIRGIN SOIL I-1 11 1 I 1 1 11= N��I _ _ I I 1=1 11=1 11=1 11=1 I-1 ; � te a - �W(0 _-- x I I-I I I-I 11-I I -I 11 3 III-III-I I I_I I_I I I_I = 11= -I I ICI I I-1 I I-1 11=1 III-1 I I-1 I -1 I I-1 I -1 1- z fL� � .6 o A I _ _ _ -i I-III-III-III-III I I I I I I I ►I I I ►I -III- O D _ I I I=1 11=1 I I— i i I — N �n — — — — — —I III—I I I I CONTROLLED FILL CONSISTING OF LLJ � � �/p /�I WALL I— I_DAMPROOFIN AMPROOFINGI_TYPICAL I ICAL WALL SECTION I I=III= ( o I III-1 I I—III— CONTROLLED FILL CONSISTING of I III I I 1=1 BASEMENT 1 =1 I I III I ON LIFTS NOT To EXCEED 2CLEAN INORGANIC LINCHESEIN � u i _ _ _ CLEAN INORGANIC MATERIAL PLACE _ �., NO SCALE I—III ON LIFTS NOT TO EXCEED 12 INCHES IN I— DEPTH AND BE COMPACTED, UNDER o I—III —III—I — I I DEPTH AND BE COMPACTED, UNDER I III—III III-1 I 1=- I I- INDEPENDENT SUPERVISION, TO A MINIMUM a INDEPENDENT SUPERVISION, CT A MINIMUM I —I I I I=1 I 1=1 I 1=1 I 1=1 11= e5% OF THE AT OPTIMUM MOISTURE CONTENT PER ASTM D155'1. L ��y 1 J^' � � w S5% OF THE MODIFIED PROCTOR DENSITY I M I I �I I I=III— DRAWING No. PROJECT NO. 24" UNDI5TUR15ED BEARING SOIL AT OPTIMUM MOISTURE CONTENT PER ASTM D1551. I—III-I III—III- SOILS TO BE USED FOR CONTROLLED FILL SHALL I— HAVE LESS THAN 10% PASSING A 0200 SIEVE WITH SAS NOTED SOILS t0 BE USED FOR CONTROLLED FILL SHALL _I —III- NO PARTICLE SIZE NO LARGER THAN 2 INCHES. HAVE LESS THAN 10% PASSING A 0200 SIEVE WITH NO PARTICLE SIZE NO LARGER THAN 2 INCHES. I I7 - 7/ 1/ O 9 O DRAWN BY: SECTION 5-15 L.E.W. SCALE:(/a"aV-0" CHECKED BY: USED Bl' PERMISSION OF: LIVING CONCERTS L ,4 O '1 of 10SHTS IMPORTANT NOTE: ALL QIMNSIONS ARE (s)AND ARE TO BEE v ZINED IN FIELD SINCE 2015 IECC TABLE R402.4.1.1 NOTE: THIS IS AN A�T�RATION.EXISthJG AIR BARRIER AND INSULLATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ROOF DIMENSIONS Y VARY DUE L WALLS 1) OPEN VENT PIPES THAT EXTEND THROUGH A ROOF BEMCs OUT of PLUMB,ETC_HOLD OA A continuous air barrier shall be installed in the SHALL BE _J L VENT I L4 VENT I L4 VENT As€LLD�T tHE ONES NOTED building envelope. TERMINATED NOT LESS THAN (o INCHES ABOVE THE General Air-permeable insulation shall not be used as a The exterior thermal envelope ccntains a continuous I 1 -- OWNERSHIP AND USE OF requirements air barrier. sealing material. ROOF OR (o INCHES ABOVE ANTICIPATED SNOW - DOCUMENTATION: Breaks or joints in the air barrier shall be sealed. ACCUMULATION. WHERE A ROOF 1S TO BE USED FOR I 1 - -- DRAWINGS AND SPECIFICATIONS, The air barrier in any dropped ceiling/soffit shall be ASSEMBLY, AS A PROMENADE, ETC, OPEN VENT PIPES I I -- I I AS INSTRUMENTS OF aligned with the insulation and any gaps in the air SHALL TERMINATE NOT LESS THAN -1 FEET ABOVE THE I I r I I I PROFESSIONAL SERVICE,ARE AND The insulation in any dropped ceiling/soffit shall SHALL REMAIN THE PROPERTY barrier shall be sealed. ROOF CP3103.1). I I 1 I TH I I OF THE ARCHITECT.THESE Ceiling/attic Access openings, drop down stairs or knee wall doors be aligned with the air barrier. DOCUMENTS ARE NOT TO BE to unconditioned attic spaces shall be selaed. USED N WHOLE OR N PART,FOR ANY OTHER PROJECTS OR 2) WHERE THE 91.5-PERCENT VALUE FOR OUTSIDE I I 1 „ 1 „ I „ PURPOSE.TO MODIFY OR COPY Cavities within corners and headers of frame walls 2 2 2 2 THESE DRAWNGS AND SPECIFICATIONS The junction of the foundation and sill plate shall be shall be insulated by completely filling the cavity DESIGN TEMPERATURE IS 0-F OR LESS, VENT I 1 I I I WITHOUT EXPRESS WRITTEN PERMISSION g EXTENSIONS THROUGH A ROOF OR WALL SHALL NOT BE I I W I I OF LoulsE A AY FE ARCHITECT IS N sealed. with a material having a thermal resistance of PROHIBITED BY FEDERAL LAW AND STRICT Walls The junction of the top plate and the the top of R-3 per inch minimum. LESS THAN r✓- INCHES IN DIAMETER ANY INCREASE IN a EXIST FOR SUCH VIOLATIONS. exterior walls shall be sealed. Exterior thermal envelope insulation for framed I I I i SECOND I=LOOR Knee walls shall be sealed. walls shall be installed in substantial contact and SIZE OF THE VENT SHALL BE MADE NOT LESS THANn continuous alignment with the air barrier. ONE FOOT INSIDE THE THERMAL ENVELOPE OF THE I I 2" 3„ 2' 3"- Windows, BUILDING CP3103.2), r skylights and The space between window/door jambs and framing, doors and skylights and framing shall be sealed. - - Rim joists Rim joists shall include the air barrier Rim joists shall be insulated Floor framing cavity insulation shall be installed to TABLE P3201.1 2111 1211 12" i2° 1 Floors maintain permanent contact with the underside of SIZE OF TRAPS AND PLUMBING FIXTURES I KITCHEN LAUNDRY I I T I 2° (including subfloor decking, or floor framing cavity insulation PLUMBING T P SIZE ISLAND 1 �� 12" LAY. 12„ 3" above garage The air barrier shall be installed at an exposed edge shall be permitted to be in contact with the top MINIMUM I I I ( 12" 12 I 1 g g Y P g FIXTURE and of insulation. side of sheathing, or continuous insulation S o000 1 cantilevered installed on the underside of the floor framing BATHTUB (WITH OR WITHOUT OUTDOOR I I 1 floors) and extends from the bottom to the top of all SHOWER HEAD AND/OR WHIRLPOOL ATTACHMENTS) 11/2 r5HOWER D.W. perimeter floor framing members. BIDET 1/a 2' CLOTHES WASHER STANDPIPE 2 2° 1 TU 2" FIRST FLOOR Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, SH. " SH. Crawl space covered with a class I vapor retarder with overlapping insulation shall be permanently attached to the DISHWASHER CON SEPARATE TRAP) 1/z 2" 2" 2 2' 2" „ 2" 3"„ ° ' walls joints taped. crowlspace walls FLOOR DRAIN 2 FRESH AIR VENT KITCHEN SINK (ONE OR TWO TRAPS, WITH OR Shafts, Duct shafts, utility penetrations, and flue shafts WITHOUT DISHWASHER AND FOOD WASTER DISPOSER) 11/s - - - - �- - - penetrations opening to exterior or unconditioned space shall be LAUNDRY TUB (ONE OR MORE COMPARTMENTS) /y 1 sealed. LAVATORY 11/4 STEEL DIAtrOND GRADE Batts in narrow cavities shall be cut to fit, or SHOWER (BASED ON TOTAL FLOW RATE THROUGH PLATE COVER FOUNDATION WALL Narrow narrow cavities shall be filled by insulation that on SHOWERHEADS AND BODY-SPRAYS) 211 311 OVER cavities installation readily conforms to the available cavity space. FLOW RATE: 51 GPM OR LESS 11/2 HOUSE CRAP UNF IN I SHE D Garage Air sealing shall be provided between the garage and MORE THAN 5.1 GPM UP TO 123 GPM 2 separation conditioned spaces. MORE THAN 123 GPM UP TO 25.5 GPM 3 C-O. CO' 1 BASEMENT MORE THAN 25B GPM UP TO 55b GPM 4 Recessed Recessed light fixtures installed in the building Recessed light fixtures installed in the building 1 lighting thermal envelope shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. FOR 51: 1 INCH = 25.4 MM TIE TO APPROVED SANITATION I 4" Batt insulation shall be cut neatly to fit around 4" E.H.C.I. Plumming and wiring and plumbing in exterior walls, or insulation MATERIALS wiring that on installation readily conforms to available space shall extend behind piping and wiring. 1) FOR WASTE SYSTEM: USE PVC SCHEDULE 40 PL,U 51 NG RISER D I AG RAM The air barrier installed at exterior walls adjacent to Shower/tub on showers and tubs shall separate them from the Exterior walls adjacent to showers and tubs shall exterior wall showers and tubs. be insulated. NOT TO SCALE W Z N O=Z 2) FOR WATER SYSTEM: USE COPPER K (ABOVE GROUND) AND COPPER L (BELOW GROUND) Q Q J ~o hone The air barrier shall be installed behind electrical or NOTE: THIS IS A SCHEMATIC DIAGRAM ONLY. }z- 1 Z� Electrical U N /P ALL PLUMBING IS TO BE TO CODE. 9 U- z X-_ box on exterior communication boxes or air-sealed boxes shall be 3) LICENSED PLUMBER TO PROVIDE PLUMBING AND FITTING Q Q w ffl walls installed. MATERIALS IN STRICT ACCORDANCE WITH RESIDENTIAL CODE OF ul Q w- HVAG register HVAC register boots that penetrate building thermal NEW YORK STATE PLUMBING CODE INCLUDING, BUT NOT LIMITED TO tu 4 Z 0 Z lu z .4 Q boots envelope shall be sealed to the subfloor or drywall. TABLES P2903-1, P2903.2, P2903.(o, P2903-1, P2C304.4, P2g04.5, O z 4 Q _?O w Q P2904.6o' P3002.1 AND P30023 w~Z+-IU J N p � When required to be sealed, concerned fire sprinklers Z-1 shall only be sealed in a manner that is O Q O Q Uf(�Z Concelaed recommended by the manufacturer. Caulking or Q ju (U)--A= Z Q sprinklers adhesive sealants shall not be used to fill voids ."._a" '" "` "".` ""_ ." a •- - .'_aa _'- w J O Z -lU ly H T Q [Q-4Z between fire sprinkler cover plates and walls or O 0)lll ID (�!Z I.0 O ceilings. 5Wj±d) -4Z(��� Q�F-a LOW PROFILE Q�ly-lu� U_z�`� r - 2015 IECC TABLE R4o2.1.2 RIDGE VENT 11 „ �I d)Z p UV >- P i� } w w a Ill Ill U INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT - Q c Q Q 1t_ll Q to Q Cl RIDGE (SEE PLANS b GLAZED WOOD MASS BASEMENT` SLAB CRAWL CLIMATE FENESTRATION SKYLIGHT CEILING FLOOR SPACE WALL R-VALUE FENESTRATION FRAME WALL WALL ZONE U-FACTORb U-FACTOR be R-VALUE R-VALUE WA'L ROOF RAIERS�16"O.C. SHGC R-VALUE R-VALUE' R-VALUE & DEPTH R-VALUE (SEE PLANS) 1 NR 0.75 0.25 30 13 3/4 13 0 0 0 2 0.40 0.65 0.25 38 13 4/6 13 0 0 0 3 0.35 0.55 0.25 38 20 or 13+5'' 8/13 1 g 5/13` 0 5/13 �x \ U 1) �1\ � Icj=�J 4 except 0.35 0.55 0.40 49 20 or 13+5' 8/13 19 10/13 10, 2ft 10/13 Marine 5 and 0.32 0.55 NR 49 20 or 13+5'' � 13/17 309 15/19 10, 2ft 15/19 CLGJST'S/TIES�16"O.C. Gj Marine 4 (SEE PLANS) '' ' ll ATTIC N W o 6 0.32 0.55 NR 49 20+5 or 15/20 309 15/19 10, 2ft 15/19 (LIMITED STORAGE) 13+10 0o or 7 and 8 0.32 0.55 NR 49 20+5 113+1oh 19/21 38' 15/19 10, 2ft 15/19 a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the installed R-Value of the insulation shall not be less than the R-value specified in the table. b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Z Skylights may be excluded from glazed fenestration SHGC requirements in climate zones 1 through 3 where the SHGC - O V) for such skylights does not exceed 0.30. ATTIC ATTIC CL. BEDROOM #� � ATTICLLJ c. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous insulation on the U interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. 3 1 d. R-5 shall be added to the required slab edge R-values for heated slabs. Insulation depth shall be the depth of the U footing or 2 feet, whichever is less in Climate Zones 1 through 3 for heated slabs. e. There are no SHGC requirements in the Marne Zone. FLUSH STEEL "I" BEAM FLUSH BEAM w (SEE PLANS (SEE PLAN-5;­`/ 2'-0" O f. Basement wall insulation is not required in viarm-humid locations as defined by Figure R301.1 and Table R301.1. co g. Or insulation sufficient to fill the framing cavity, R-19 minimum. H F �J In. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation LU w plus R-5 continuous insulation. Li N Z FARING i. The second R-value applies when more than half the insulation is on the interior of the mass wall. WALL 12 W 2015 IECC TABLE R402.1.4 - (- EQUIVALENT U-FACTORS IR A M NT CRAWL 2 CAR CL- UTILITY KITCHEN Q o CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR B SE E GARAGE DINING WALL SPACE WALL Lu ZONE U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE U-VALUE U-VALUE � 5/8"TYPE "X" GYP. BD ON v r�` a n- 05 1 0.50 0.75 0.035 0.084 0.197 0.064 0.360 0.477 CEILING AND ALL WALLS U TAPE AND SPACKLE 1 COAT MIN. (3 o0 2 0.40 0.65 0.030 0.084 0.165 L 0.064 0.360 0.477 v n ^ ¢ = U7 3 0.35 0.55 0.030 0.060 0.098 0.047 0.091 0.136 FLUSH BEAM u C- °O 4 except 0.35 0.55 0.026 0.060 0.098 0.047 0.059 0.065 (SEE PLANS Z LU U H c Of o0 M Marine > Q ,(� N a� 1 N ((�� U z w ran i n LU Z Z Imo^ and 0.32 0.55 0.026 0.060 0.082 0.033 0.050 0.055 Marine 4 � QU v ^flo 6 0.32 0.55 0.026 0.045 0.060 0.033 0.050 0.055 �O O NwJ 0 r7v DAMPROOFIN = Z¢ `�°� is 7 and 8 0.32 0.55 0.026 0.045 0.057 0.028 0.050 0,055 BASEMENT AMPROOFING N ' \ Q r v W - OCkf U Wm IL a. Non fenestration U-factors shall be obtained from measurement, calculation or an approved source. Zcn O Z N Cn � b. When more than half the insulation is on the interior, the mass wall U-factors shall be a maximum of w _ 0.17 in Climate Zone 1, 0.14 in Climate Zone 2, 0.12 in Climate Zone 3, 0.087 in Climate Zone 4 except O Marine, 0.065 in Climate Zone 5 and Marine 4, and 0.057 in Climate Zones 6 through S. Of c. Basement wall U-factor of 0.360 in worm-humid locations as defined by Figure R301.1 and Table R301.1. Q 1U DRAWING NO. PROJECT NO. SECTION C-C SCALE NOTED tu SCALE 044"=1'-0" TiTill N 8 - 1 /2019 DRAYM BY: L.E.W. USED BY PERMISSION OF LIVING GONCEFT51 CHECKED BY- 8 O _.. -.. ..__ . _.�_._ _.kw..._ of IOSHTS 1-A, IMPORTANT NOTE: OIVEFIDSNFE SINCED �T BEVERI VERIFIED THIS IS AN ALTERATION.EXISTING DIMENSIONS MAY VARY DUE TO WALLS BEING OUT OF PLUMB,ETC-HOLD OA DIMENSIONS AND THE ONES NOTED AS "HOLD"ONLY. OWNERSHIP AND USE OF DOCUMENTATION: DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSE.TO MODIFY OR COPY THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION C A OF LOUISE A AGNES ARCHITECT IS PROHIBITED BY FEDERAL LAW AND STRICT EXIST FOR SUCH VIOLATIONS. S 0 N 0 0 0 0 0 o 0 0 0 0 0 0 4 ELEY:1I'-4" � �181 Gt 010 181 181 GT 3010 181 Oz6ZZwO�u�tOQN� �zXUz� u jd_40�3:I- wWPca tu- Dw�wzo�'w4zQQw� �� N14 C 45 NI4 FWG16081 - N14 C 45 N14 �c�i)��W�QQN~OUW g 0 0 0 0 0 Z w V -�m � Z-i� �- S U D o 0 0 9 33 'q O-1L �OQz+-f-u 1� -Q �-4z� ELEV:O'-0" o 0 0 0 Ocn gvZw �nl O+- i-Hwt.-00 gZQ Qt2Y►- (L ill c o 0 0 0 0 0ro {1L `L ul � uwQ wzw� rZZ-.z3 Zg�g� 4cr>4Q 0 0 0 0 0 0 0 G TONE VENEER AS SELECTED 8 , BY OWNER /� Oo EAST/fREAR ELEVATION C SCALE:I/4°=1'-0" �� r �� iP V./ `� LUE,MIN. 2'-0" ABOVE RIDGE �. 1 LOW PROFILE N o RIDGE VENT H POINT OF RIDGE_ (N Z Z O > OW MEAN Ht. -� — tt1�1 ' — — — — j aio - BLIND ALUM w FLASHING v=i ELEV 11'-4" Q to a 21_011 a 00 RI81 tR3010 TRI 181 Gt 010 I81 OHSIDING AS SELECTED BY OWNER p� v n Q Q u-) ` � � � � It It HO Y O '^ U c [� u7Cn LILLUL ILLI vl w� 0 H Q >- 0. N UZ a� wu7 N14 C 45 N14 Q; p Z r%� N14 CXW145 N14 -� (() � u- z W ��° X o 0 0 o U IE N _1 Q � ELEV:O'-0" o z O Q w w m � w EXISTING AVG. GRADE - w J U 6"X(o" ACQ POST WITH COL. a ENCLOSURE, DESIGN AS G TONE VENEER AS SELECTED Lu SELECTED BY OWNER (TYP. OF 10) S BY OWNER DRAWING NO. PROJECT NO. 1923 RONT DOOR AS SELECTED SCAIF: d BY OWNER A5 NOTED iu I qui I /11/2sa 9 WE,5T/F fRQNT ELEVATION 9 DRAWN BY: SCALE:li4"=I'-0" L.E.W. USEQ SY I ERMi5510N Or- LIVING CONC CHECKED BY: O S of 10 SHTS L.A. IMPORTANT NOTE: ALL DIMENSIONS ARE (s)AND ARE TO BE VERIFIED IN FIELD SINCE THIS IS AN ALfRATION.9XISTING DIMENSIONS M Y VARY DUE TO WALLS DIMENSIONS AND THE'ONES NOTED AS 'HOLD"ONLY. TIE ROOF RAFTRES OWNERSHIP AND USE OF TO WALL DOCUMENTATION: DRAWINGS AND SPECIFICATIONS, AS INSTRIIIENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAN THE PROPERTY RAISE AS REQUIRED TO OF THE ARCHITECT.THESE CLEAR FLUSH 14" BEA 10 USED DOCUMENTS LE OR T TO 15E PART,FOR MVI ANY OTHER PROJECTS OR 1 Inml PURPOSE.TO MODIFY OR COPY THESE DRAWNGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION AKE FLUE OF LOUISE A.AGNES ARCHITECT IS PROHIBITED BY FEDERAL LAW AND STRICT EXIST FOR SUCH VIOLATIONS. LOW 0 RIDGE VENTPROFILE DETAIL- - C4 21 SCALE:I/4"=1'-0" VELUX, VSM 2234 ELECTRIC "FRESH AIR" SKYLIGHT CHIMNEY CRICKET 12 t4.5 2 / 10�/ 10 /j� BLIND ALUM FLASHING LEI 11 [Lr->_ <Wl 5 LEI E i 2 3 RAISE AS REQUIRED TO R18 R18 If- TRIO tR241 TRI CLEAR FLUSH 14" BEAM Rib RIB Q zWOO vv u--: 01ZWo oQcn� zQ 9VV._j cn>-z V=N IL SAFET N i-- q w 6 0- �(Wzoo zpI-w -' FE7 AF ~cD—w1u4gZ � Q q = N14 N14 N14 N14 c��Oz (1�(ttz�q�OQ� 6"Xb" ACQ POST WITH COL. lu U m J P`�0-1 0 _NCLOSURE, DESIGN AS O� g r Q q 0 Q U- Q z SELECTED BY OWNER (TYP. OF 10) 4 0 q O Lu�,i>- ttj } wltNOgznn p ►-� Wwtu� \ �;)zitwOTWzIW Q�gz �i�i w Qcpg U �--CELLAR ENTRANCE DOOR (Lc� Q I,._..I_ AS SELECTED BY OWNER 50UTH/LEFT 51 D L V T I ON SCALE:1/4 =1'-0" AKE FLUE _ ` �,; •,;� .c < ui 0 a ' u � O a12 T45 O z 2 Ld 10 Ito w / F ,L ` LH CNI E �13 w �3 ELEV:11'-4" Q — — — — — — — — — — — — — — — — — — — — — — — — — O — - — � t/) Q / a v CO Co LH LO 00 CTR2810 CTR2810 CT 010 <r o CXW13 - ~o Y o CX13 CX13 = n j ^ U z 4) w � N FLI ---]F-IL IDF. =1 m J�� C 45 �� 11t C/)W-i I.- co 13LL O Z¢� 0cv0 X oc oo HU � �Lv QF - - - - LEV:O'-0" � <1 z z 6"Xro" ACQ POST WITH COL. CV ZD w ENCLOSURE, DESIGN AS O z SELECTED BY OWNER (TYP. OF 10) -� a 0 4 GARAGE DOORS AS _.� n.., ,.,..._.._.... lu SELECTED BY OWNS STONE VENEER AS SELECTED PROJECT No. NORTH/RIC��IT 51DE ELEVATION DRAWING No. ig23 BY OWNER SCALE:I/4"=1'-0" SCALE: AS NOTED tu DAM 10 -1 1 /2 O g DRAWN BY: L.E.W. r USED 5Y PERMISSION OF LIVING CONCEFT51 CHECKED BY: O 10 of 10 SHTS