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HomeMy WebLinkAbout44147-Z FBI/( Town of Southold 5/18/2021 P.O.Box 1179 0 o 53095 Main Rd Southold New York 11971 CERTIFICATE OF OCCUPANCY No: 42029 Date: 5/18/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2235 Laurel Trail,Laurel SCTM#: 473889 Sec/Block/Lot: 125.4-24.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/1/2019 pursuant to which Building Permit No. 44147 dated 9/10/2019 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,non-sleeping second floor recreation room front and rear covered porches,rear deck and attached three car garage as for. The certificate is issued to Sideris,John&Georgia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0065 11/10/2020 ELECTRICAL CERTIFICATE NO. 44147 11/2/2020 PLUMBERS CERTIFICATION DATED 11/16/2020 Vikn J. Sideri t ori e ignature gtFFD(Ir TOWN OF SOUTHOLD y � BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44147 Date: 9/10/2019 Permission is hereby granted to: Manzi Jr, Joseph 9 Rockhall Ln Rocky Point, NY 11778 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 2235 Laurel Trail, Laurel SCTM # 473889 Sec/Block/Lot# 125.4-24.6 Pursuant to application dated 8/2/2019 and approved by the Building Inspector. To expire on 3/11/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,396.00 CO -NEW DWELLING $50.00 Total: $3,446.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date._ A_i C4 � New Construction: Old or Pre-existing Building: (check one) Location of Property: 2_2-3,5 o Lt_r-r I Tr cz-., I, L G c..t.i ( 1�•\� House No. ++ Street Hamlet Owner or Owners of Property: 10� r) Si C r-)" S Suffolk County Tax Map No 1000, Section Block QL4 Lot 2 t4. G Subdivision LG Lt-,c 1 Tr cy—v I Filed Map. 1 07 1 Lot: H I Permit No. I-l 1 Date of Permit. Applicant: H O r 12-j" 0 01'Yl e S C&A_�`_ LLC Health Dept.Approval: R 10 — ) L4 - Q O G5_ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50 , 01=e,�L Applicant Signature Building Department Annlieatio>a AUTHORIZATION Y (Where the Applicant is not the Owner) 6 kn S cd e rz' S residing at '6,66 (Print properly omer's name) Nailing Address) 1 Aly//3 d'7 do hereby,authorize f G� - z� , I—�O��_S �C�S�" 1 L C !' (Agent) to apply on my behalf to the Southold Budding Department. 1 x 7 ro /y ( er', Si ) (Date) 17J f6�� � �'/ps' . (Print Owner's Name) f INSPEM the rmdersig ,do hereby state: , , s lames • . . That.the,uidersiVio(is)(are),-tl z(s}a tie iii th wn of outhald to At which is=sti vn aad gi d tin die= ©l Ct iiia a M, Section That the au�d a OA4; , )JRe 0r Damm t is ;mi -6&-tion in tlXe Scut old:`l'ay $u(td Irv,acto "s c ' G ?! • ' _ - -L, _ 446- . Tbatthe i n&rsi ;do( s hereby,�iveco�ent-#o BuAd�g,,l w;grs©f the Town©fouthQld t6emei i ab© :de : rrgpe ,.i[naitdig, and all respec#to the for?esaid apptaliie�;o eiu,i ludiicntgsy e ssacy with t!uldings locate _ epec �ns oucrinm- premise s'T 'comply vvith,all'offlaws,orf6d6ms;`Mes ations ofthe.T4AWSuthold. 'The ua ersagn ,iti g,. ,o, u' in pis da(es)•so*jthe knowledge .'and anciorstaoding thm myjObrpiaWubbta%ued '#he di ;nf h3 ctic►ns may be used in suhsec}tn pi4seeutns viilaibite'tars;ca+os; es or regulation orf the"' 'Wa.of t"�ci, Bated.: ( m 3e) . • .fl'-4 Town Hall Annex a ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviin(cD-town.southold.ny.us Southold,NY 11971-0959 ® �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Sideris Address: 2235 Laurel Trail city,Laurel st: NY zip: 11948 Building Permit# 44147 Section- 125 Block: 4 Lot. 24.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 92 Ceiling Fixtures 24 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 23 Smoke Detectors 10 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 103 CO2 Detectors 2 Sub Panel 2 A/C Blower 2 Range Recpt Gas Ceding Fan 1 Combo Smoke/CO 2 Transfer Switch 200A UC Lights 12' Dryer Recpt G2S Emergency Fixtures Time Clocks Disconnect Switches 7g 4'LED 11 Exit Fixtures Pump Other Equipment: Fridge, Hood, DW, Cooktop, Central Vac Notes: AS BUILT , NO VISUAL DEFECTS " Did Not See The Rough - Wiring of New House Inspector Signature: _ Date: November 2, 2020 S Devlin-Cert Electrical Compliance Form.xls I so�T�ol- � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD ' FER 2 5 2021 CERTIFICAT-ION r° Date: Building Permit No. Owner: (Please print) Plumber: G1—.J _ -- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (A�lumbers Signature) Sworn to before me this Cv day of n py. 20 20 1 ICAAf Notary Public, Su-Mo_t K 'County ��`��;�•N�T Rr'�����: ;N0.01CA5009811. i QUALIFIED IN 2 5 SUFFOLK COUNTY COMM.EXP. 03-16-2033 r e ���/// 0 n lei► ��°��` �a%f 50U1y� # # TOWN OF SOUTHOLD BUILDING DEPT. ' 765-1802 INSPECTION [ 11/FOUNDATION 1 ST AM [ ] ROUGH PLBG. - [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]-FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIREAESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [` ] ELECTRICAL (FINAL) [ ] -CODE VIOLATION [ ] PRE C/O REMARKS: A ILOCA"o-k VVU As le-ov 19 DATE /QA4 17019 INSPECTOR I - ` �pF SO�I�o # TOWN_-OF SOUTHOLD BUILDING DEPT. ourm, 765-1802 1-NSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]- FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: f"W4 11 0- �0 DATE Y3 INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. y ou�n,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [° ] ROUGH PLBG. [ ] OUNDATION 2ND— [ ] INSULATION/CAULKING [ FRAMIN /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]- FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 Y f t DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPE7-ROUGH ION [ ] FOUNDATION 1ST [ PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ]` FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR•E, C/O REMARKS: 1 VW 1lV r OVA/ v P� t cxv �\ DATE 3 l INSPECTOR 1 a SOUThO� / # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPEC_T ' N [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND A— = [ ] -FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O &.., ,9AA REMARKS:6 u y 0. kz ffAJIY,--- &6"- Vii/ le- Vf�Vfb AA_ f , r DATE « INSPECTOR O�aOF SOUIyO t -'l�Lo ss-3 '��1/ �C ✓ 8 1 v'i��l * # TOWN OF SOUTHOLD BUILDING DEPT. Comm, 765-1802 INSPECTION- FOUNDATION 1ST [ ] ROUGH PLBG. [ ] ,FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: tjOLIJ,(4 � DATEA�d INSPECTOR l l d hOAX*ofso(/r�olo # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION - FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ rSLAPOWAULKING U FRAMING /STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY j ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] PRE C/O REMARKS: a Slmio,$ na- VoAo�' - - poJ4" Co. _kAA- pmz, ceft syh oien DATE « b INSPECTOR lz Building -Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 2235 Laurel Trail,Laurel NY 11948 Test Date 10/15/2020 Building Permit#: 45272 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if- Floor fFloor Area Height Volume ❑Conditioned Basement ❑_Conditioned Crawl Space -- _---- Basement---__- _ _ --___O___— — - -- 15t 3089 27801 0 Sealed Attic 2nd 0 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI 2765,except that conditioned floor Attic 33023 5._ des areas where the ceiling height is less than 5 Total Volume 60824 ft' CFM @50 pa 2784 Air changes/hr@50 ja 2.75 Code Compliance: Pass 0 Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Within Condition Space Duct Location Condition Space Floor Area - Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Condition Space Floor Area Leakage CFM @ 25pa N/A CFM/100 fe CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as requiredaaby the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. All Signature: Date: 10/15/2020 Christopher-Silvia,Home Energy Solutions Hume Lmng� ZSC)ILIlion, In-r- H �F ?vfE ENERGY 187 E-.M.tirt Scre,,!; SOLUTIONS I-Itinungton.N% 117,43 (rill)675-06rg CONSERV",TION T-=UGH EFFICIERCY ;4dL:Llll:X%"6'l-'�rFtWjj.L4)f-n PRL-DRYWALL-jN.SP1F,CTLQN RE�PQR�T INSPECTION RESJLLTS BLIII&L C�C-T L 51 [7, [�",sis 0 1-m1, josldaion ZPASS EDFAIL K)V- Duc rl'cst n 0 I'M L I TFA4 J'/.F D H E CK 1.IST ',j T-91 ,�TL:R,�,�LC 0�-MP 0�C' N,0 TY'S", INC0,14PIT'll 1-11 1. '3, R F—] F] U 2. - SFIGC:—j,13 f—] , F-1 C-,imilc-wr iritic 1%licc NVIII I IvErid f7 71 l'iicplact Fmoriirr [ri,: R- [7;j 7] li- El Cl El F, 11 7 ,)iii I-) ❑ 0/ � 1',1-1) N I CAL VENT]LATJ 0 N FRAMED 1-1,00RS ❑ Frtru% Si;u Rmt-d I3 Oh I ',I,l G:-.1-Igc- T." El -Abv l3wcmQn�-, R- I F-1 Frc�;h Air hnikQ C.--lllli[Ln-,�r�; R- ell 0 U T—TF.ST CEILING V�MhLd: R All INOTFA: QP H b.8 R F I H KS K N TA T 1 V14, S I C.N A T U R F: From: Home Energy Solutions gd1arnay3@grnaiLcor­n Subject: 2235 Insulation inspection form Date: Jun 4, 2020 at 3:20:20 PM To: John J Sideris JOIdN@slderis--pliti-nbitig.com John, See attached. Glenn Home Energy Solutions, Inc 187 E. Main Street Huntington, NY , 11 743 (631)_573-0664 - Office (631_)__547-8446 - Fax www.home-energy-solutions.com Virus-free. www avast com • � • • • FOUNDATION(IST �I ' ► il W,------------------------------ • I , A� �� M_ �ri1.1 pfc;n-? ROUGH FRAMING& PLUMBING ,.dam -- r INSULATION ► .., STATE ENERGY CODE W.dl K ri-I Ile FAZME ADDITIONAL . 7 __- , _ A _, l MUM I ' MN �� r r TOWN GAF SO&HOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL /Board of Health SOUTHOLD,NY 11971 ) 4 sets of Building Plans TEL: (631) 765-1802 —Planning Board approval FAX: (631) 765-9502 ✓Suryey Southoldtownny.gov PERMIT NO. Check Septic Form S.D.E.C. testees "` ✓C.O.Application + TZlood Permit Examined 20 ��G -Single&Separate * VTruss Identification Form � Wia v, Storm-Water Assessment Form q TlkContact: Approved l 20 Mail to:� or)7_1 Horne S Disapproved a/c (JO Boy.702 Ryc-_y/ P-��I Phone:X31-9Ck5'&021 Expiration 20 -To" Lnikfrk Bu pector APPLICATION FOR BUILDING PERMIT Date f—)v 5� ( ,20 l 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 appli e Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demo tion s herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,houAng code,and re ulations,and to admit authorized inspectors on premises and in building for necessary inspections. U (Signature o1kV1Kca15e_,if a corporation) 100 1B 0 X 7 02 R o C P$, (Mailing address of applicant) 1 1 -778 State whether applicant is owner, lessee, agent, architect,engineer, eneral contractor electrician,plumber ordgdD Hanzi Hoync-s Ems LLC rr Name of owner of premises ; * T6 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 732_5 Plumbers License No. 3► Li 2 &4 P Electricians License No. 1J b 0 G E Other Trade's License No. 1. Location of land on which proposed work will be done: 23 LoLj--, c I Tr au' 6 , La 9 House Number Street Hamlet County Tax Map No. 1000 Section 125 Block ®Lf Lot 24d--, G r Subdivision ct Filed Map No. 1 07 f Z Lot L4 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyy'a_C CLQ CZ b. Intended use and occupancy S`-1 q O e �cZ•,-, f.f Ir-cS d Qri c 3. Nature of work(check which applicable):New Building y/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number,of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. �'1 /a 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 ��i .eight Number of Stories 8. Dimensions of entire new construction: Front 3 7 Lq « Rear 7 y r r Depth ('o 6 `2 Height Number of Stories I 9. Size of lot: Front 3 5.2 "58 f i, ' Rear 17 2 ' 6 uQ �r Depth 160 � 10.Date of Purchase -Tu O i Name of Former Owner jo 3 cfo 11 002-1 ��' 4`1�4 a^, Danz 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises?YES NO_N,"_ 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ^/ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO c✓ * 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 VNO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) ��,, S: COUNTY OFJ - ) J A h CCtf) C r*1+ being duly sworn,deposes and says that(s)he is the applicant (Name of individual ffning contract)above named, (S)He is the q e_#jc. aCX1 Co-1 A-e-0C_6 - /'0U- d.c;^ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and tomake and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the r will be performed in the manner set forth in the application filed therewith. Sworn to before me day of 201 C-? YfIR Notary Public Notary P blic,State of New York Signature f plican No.01 RU6020932 Qualified in Suffolk county Commission Expires March 8,20 a 1 Scott A. Mussell ,��° Ir ST01KMWA\TIER, SUPERVISOR � � IM[A\ISA\GIENI[)EN'7C' SOUTHOLD TOWN HALL-P.O.Boz 1179 53095 Main Road-SOUTHOLD,NEW YORK 119710 Town of Southold CHAPTER 236 o STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT') DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes NO (CHECK ALL THAT APPLY) [�® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. OEI 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. E ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. O d E. Site preparation within the one-hundred-year f loodplain 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 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. __ --— - --- --- ----- - - - ------ -; S.C.T.M. #: 1000 Date- APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) ;• District i q z`►�.6 1 2 1 9 NAME i ' i Section Bock Lot L"'"""' p ****FOR BUILDING RTMENT USE ONLY*"** Contact InformTation: cJokrl rr&ph.R i Reviewed By: - - — — — — — — — — — — — — — — — Date 9 Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — ® Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required U (Forward to Engineering Department for Review.) IL FORM SMCP-TOS MAY 2014 _ �� APPLICANT: S.C.T.M.# 1000 CHAPTER 236 (Property owner,Design Professional,Agent,Contractor,Other) QSIM/t^ /25— dy zy.6 °' Stormwater Management Control Plan CHECK LIST INAME M 1-4Pk-PM S Seaton Block Lot 15 S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. P 4a► L Date: � * The applicant must provide a Complete Explanation and/or Reason for not providing O G all information that has been Required by the following Checklists ,e NNM�9 5 G�27 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO :A] 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 V 1== b. Total Site Acreage. 0� c. Existing -Natural & Man Made Features within 500 L.F. O of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. �0 e. Limits of Clearing &Area of Proposed Land Disturbance. f. Existing&Proposed Contours of the Site (Minimurn 2lntervals) 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. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 0 1. Location of proposed concrete washout area(s). �0 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,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2)inch 0� rainfall/storm event. 3. Details&Sectional Drawings for stonnwater practices are required for apps oval. Items requiring details shall include but not be limited to: a. Erosion& Sediment Controls. v 0 b. Construction Entrance&Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0� d. Leaching Structures (e. .Infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY Additional Information is Required. i; Reviewed& ❑ Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: Li SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 .. BUILDING DEPARTMENT-Electrical inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road PO Box 1179 Southold, New York 11971-0959 CAVO Telephone (631) 765-1802 - FAX (631) 765-9502 — southoldtownnv. oVg APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date:191 Company Name: Name: email: ANA 01 License No.: ."Iklli­ Address: Phone No.: • JOB SITE INFORMATION (All information Required) Name: i dwo, 4b – . I eA In"1k me— Address:1 45 Cross Street, 0 40 Phone No-A Lot C, -4, email: 5- Bid'g.Permit#: 4414-1 Block: Lot: Tax Map District: 1000 Section:– (Please Print Clearly) BRIEF DES CRIPTt,ON OF WORK Circle All That Apply: YE NO Rough In Final Is job ready for inspection?: Do you need a Temp Certificate?: YE NO issued On Temp Information: (All information required) Service Siz1 Ph3 Ph Sizeao_CI_A #Meters Old Meter# 6f l ek�Overhead New Service Fire Reconnect- Flood Reconnect-Service Reconnect � te als pole Work done on Service? Y N Underground Laterals 1 2 H Frame tE �n Additional information: .NT DUE WITH AppLICATION Request for inspection FormAs BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrC�southo(dtownny gov seand southoldtownnvgov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) I Date: Company Name:P • Name: email: License No.:y'�t�"!�'t�_ „Aft Address: Phone No.: %• JOB SITE INFORMATION (All Information Required) 00 Name: Address: Cross Street: 511 Phone No.: 1►� • a email: Bldg.Permit#: Block: Lot: Tax Map District: 1000 Section: L� f BRIEF DESCRIPTION OF WORK (Please Print Clearly) �Gw �-- t Circle All That Apply: YES NO Rough In Final Is job ready for inspection?: Do you need a Temp Certificate?: YE NO issued On Temp Information: (Aft information required) Service Siz 1 Ph 3 Ph Size -�—_A #Meters � __� Old Meter# h New Service Fire Reconnect- Flood Reconnect- Service Reconnected Undergroun Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for inspection Form-As PERMIT# d Switches Outlets GFI's Surface Sconces H H's LIC I_ts r 2 p Fans Fridge ( HW Exhaust V n �(�`i /(r1�1 Dryer Smokes DWT Service Carbon I Micro Generator 114 Combo I Cooktop � Transfer (Zook I � AC '� AH f Minis Vza, I G(1, ,4- Special: Comments M ax,5` ` C� I �- ve �- ¢ 1A 2tti� r er o 6 a2A) f.6 k(z L� �l av Town Hall Annex �® G'� Telephone(631)765-1802 54375 Main Road ® -fit ; Fax(631)765-9502 P.O. Box 1179 rn g Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPECONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: a t." G L s I , 2- o t 9 Owner: _j,)kn SJe-?•5 Location of Property: ��11L0 urr Tr-C.,-' Lr-c- i Please take 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 applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the followi g location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor an of framing ( ) Signature: x Name (person s mitting this form): 3 n G ca 1 Capacity(check applicable line): Owner .I/- Owner representative TrussReg15.docx Effective 1/1/2015 SITE PLAN FOR LOT 4 PAGE 1 OF 2 o R� 1'4C q ; MAP OF �Q11 ''�68, "T LAUREL LINKS FILED � 12.82' MATTITUCK P��Q1 FILE No. 10712 SITUATEEMBER 23, 2001 �4 y yST, _Sb* 31.3 TOWN OF SOUTHOLD k o SUFFOLK COUNTY, NEW YORK v y O S.C. TAX No. 1000-125-04-24.6 3 a D.° SCALE 1"=40' p10 $" LoT MAY 14, 2018 1��'� O JULY 2, 2018 REVISED PROPOSED HOUSE `� JULY 29, 2019 REVISED PROPOSED HOUSE \�p AREA = 30,892 sq. ft. 0.709 ac. � 0' ~ TEST HOLE DATA CERTIFIED T0: yry ` ; ;.. c�3 JOHN J. SIDERIS . ¢ Tom G } ;'; 0 z v (TEST HOLE No. 1 AS SHOWN ON LOT 1 GEORGIA SIDERIS ,yQ� .4 a FG• '4 :` `.' J Q ON SUBDIVISION MAP U ��-•�- ;::Fpp 3� 6F : 0 3 EL 320 G, FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC • �'•" in LOAM p v 4.0' ° n 10'x 10'X 3'DEEP TEMPORARY NOTES: ). a •..//�' A • GONGRETE WASHOUT PIT LINED WITH SAND & GRAVEL 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM IQ\3 W ;�;: �` �° 10 MIL POLYETHYLENE 5HEETIN6 EXISTING ELEVATIONS ARE SHOWN THUS: s2 J I . 2. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,250 GALLONS. xZ�4 of 1 TANK, 8' DIA., 4' LIQUID DEPTH EL 14.0' 3. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 300 sq N SIDEWALL AREA. 18.0' 1 POOL; 12' DEEP, 8' dia. x30.5 w EL 8.0' I 124.0' PROPOSED FUTURE SOX EXPANSION POOL s rG Cp M HIGHEST EXPECTED GROUND WATER SFO F� a -31 j N TEST WELL No. USGS 4058300723315°2 S 6558.2 ®PROPOSED 8' DIA. X 12' DEEP LEACHING POOL 94C�C� ; I,, Q 1 0 PROPOSED 1,250 GALLON SEPTIC TANK TEMPORARY �y4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD GON5TRUGTION J 4Tf. �t/Sy to OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. U- C&C •:J„ ', ENTRANCE I''' Y•" ' X42 �pU CURB ASR L 48.26', DRAINACE SYSTEM CALCULATIONS: VQ B��c L M ROOF AREA: 4,300 sq. ft. wArFR �=23042 #'. '' z 4,300 sq. ft. X 0.17 = 731 cu. ft. O "sTR 731 cu. ft. / 42.2 = 17.3 vertical ft. of 8 dia. leaching pool required co) j� o PROVIDE (2) 8' dia. X 10' high STORM DRAIN POOLS -� lop, 1� PROPOSED 8' DIA. X 10' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:%`_) X404 1 w PREPARED IN ACCORDANCE WITH THE MINIMUM Nj 1 _ ""i STANDARDS FOR ESTABUSHED Sc ', '. \ ,v C BY THE LI-k! D R OPTED 11 Fp1 j i.�t,�..- �„:~ I �'�l T_J �_,•T>,ti FOR SU LAND TMI OC AUG 2 1 2010 LOT ©1 � *f� DWELLING I y t ! (USED PUBLIC WATER) r ria r�..t�SFTi=;� ?ri.,��'`;,1'.?a�J;=,:t':•.3LBO [ \ Y . Uc. No. 50467 _ UNAUTHORIZED ALTERATION OR ADDITION Nathan Orwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE COPIES" THIS Land Surveyor ^ W. COPIES°F THIS SURVEY MAP NOT BFARING 1 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED O TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY T°THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION USTED HEREON,AND \ i TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE e _ TO THE ASSIGNEES OF THE LENDING INSn- PHONE (631)727-2090 Fox (631)727-1727 I• THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 M ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SITE PLAN FOR STORMWATER MANAGEMENT NOTES: LAUREL LINKS HOLDING LLC 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION PAGE 2 OF 2 MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. DETAILS 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD LOT 4 A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC POST (TYP•) U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REQ'D. WITHOUT WIRE MESH SUPPORT _ AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS.LACED AS to' MAX. O.C. SPACING MAP OF _'t OFTEN THE CASENECESSARY N SHALL ETOA NSUREDPROPERRFUNCTION,ED AND E UN IL ALL W/ WIRE SUPPORT FENCE LAUREL LINKS DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' MAX. O.C. SPACING TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W/O WIRE SUPPORT FENCE FILE No. 10712 FILED NOVEMBER 23, 2001 SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE j •'f '`--r— SITUATE SCREEN IS REMOVED. �;; FLOW MATTITUCK 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL TOWN OF SOUTHOLD BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT `_ ���r :r, '�:'. SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS `ATTACH FILTER FABRIC SECURELY SUFFOLK COUNTY, NEW YORK ': TO UPSTREAM SIDE OF POST NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED S.C. TAX No. 1000-125-04-24.6 \ AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE �`.•\ \ OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES ��\\�/\\��\�/ ��/ SILT FENCE DETAILS NOT TO SCALE SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED NOT TO SCALE MAY 14, 2018 UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO I 50' MIN. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER I OR TO BE SUFFICIENT TO ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED I KEEP SEDIMENT ON SITE 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOWi OFF-SITE TRANSPORT. HAY BALES AND/OR 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS a I SILT FENCING OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF ° FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. 36" HIGH POLE (MAX.) o 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST W SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF HAY BALES 2"x2" STAKES Q z FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, (TWO EACH BALE) O ------------------------- 0 WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW i Q,�urj N VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COMPACTED GRADE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING BACKFILL PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION \\\r\\ k'6\; S� DRAINAGE AND GROWTH. / // , \/// Opf "v INLET10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA z ���\ �°,�VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGERSILT FENCSNGD/OR THAN 1 SQUARE FOOT IN SIZE.11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR \ � 4" x 6" TRENCHSITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF /�\ /� W/ COMPACTED PLAN VIEW OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL BALES TO BE SET THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, IN 4" TRENCH OR RECYCLED CONCRETE CONSTRUCTION ACCESS BASE, WAYAT THE L BE PLACED ACCESS ACROSS AY OR TRE ACCES POINT AONG THE ROAD. DETAELEVATION IL (NOT TO SCALE) IIAYBALE BARRIER ® INLETS I (NOT TO SCALE) ROAD IXI511NG GRADE TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES: SHAY BALES AND/OR COMPACTED 3/4 STONE BLEND OF 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SILT FENCING OR N.Y.S. D.O.T.APPROVED R.CA REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL TO 18"MIN.ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. GRADE TO ALLOW FOR DRAINAGE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. TEMPORARY CONSTRUCTION ENTRANCE AND REQUIRED PERIOD OF USE. 2 NOT TO SCALE TO—SCALE) SLOPE OR LESS CAST IRON INLET FRAME k COVER (FLOCKHART /63518 TYPE 6840) 1 FINISHED GRADE OR 6'THICK REINFORCED CONC. COVER OF Nje� STABILIZE ENTIRE PILE 8'TRAFFIC BEARING SLAB '—0" WITH VEGETATION OR COVER (max•) GJ Awl PIPE FROM ROOF GUTTERS a,'awe r m p 41 41 CRUSHED 3/4' - 1-1/2" STONE o ALL AROUN 41 �, �, �, �, 141, 141, V, �, � ==�•a^� N. S. Lic. No. 50467 o LEACHING RINGS r y � y y m REINFORCED PRECAST CONC. 6 V-O' 4000 PSI ® 28 DAYS 3'-0' Nath �n r rwin III �L �L 11L 111,1 'L 41 (min.) 4. (min.) Lan veyor o� E Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. GROUND WATER Title Surveys — Subdivisions — Site Plans — Construction Layout STRAW BALES OR SILT FENCE Y Y PHONE (631)727-2090 Fax (631)727-1727 ,i SOIL STOCKPILE OFFICES LOCATED AT MAILING ADDRESS (NOT TO SCALE) 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 ,1 6 6 360 YAPHANK AVENUE, SUITE 2C,YAPHANK,NY 11980 tteaim veparrmem tcer.ivo. (631)852-5700 ORHealthWWM@suffolkeountyny.gov APPLICATION ION T Q Y UPDATE T E All Em ENG PERDU T TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SEC TI®N Y FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: 0 , I L4 - 0 0 Tax Map No.- District Section Block Lot loo 0 126 q 24 , G Name of Current Applicant: 305 - In H Ckriz I` �ry-r-tI, Tel#: 0 9 3 Mailing Address: n S;4 PkJ 19 `a Q -7 8 Email Address: Name of Current Agent: Tel#: ) - Mailing Address: Email Address: J DATE OF ORIGINAL APPROVAL: *If more than 6 years old and SCDHS site inspections have not been performed,a new ap2lication will be required SECTION 2 1 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's - Architect/Engineer/Surveyor: Tel#: I hereby authorize the above named current applicant to use the previous applicant's survey/site pian for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SE( TI®N 4 F)R ALL RENEWALS AND TRANSFERS Application is hereby made to [ 1 TRANSFER, [ RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County, State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to S210.45 of New York State Penal Law." Sign of Curren pplicant/A ent Date 0. -� � nt N e of Current Applicant/Age Title 3-0S h C, 1 0 C-r- DEPARTMENT USE ONLY (� Permit is Transferr enewed U it 7 Zs12-0 Number of Bedrooms Approved Signature of Department Representative Date S q ZD q TYPICAL 5Y5TEM: VACANT I - 1000 GALLON SEPTIC TANK 8'4) x 12' EFF. DEPTH LEACHIN5 POOL 5'-0" MIN. ABOVE GROUND HATER /7� I (4 BEDROOMS) 0 68, 51N5LE FAMILY RESIDENCE a / \'� j 25'MIN. DWELLINb 20'MIK V m PUBLIC HATER a•� O I Q!&4 \ 10' � a/ 0 / N �n �s.Ta _ N W m o x J, 41 t�E P%f 1 LP.� / 43 O 1L 8 MIN .0� O � Z pa ,n �d WATER MAIN >-4 p _ 73.2' j av TYPICAL PLOT LAYOUT m PROP05ED NO xgLE U)Q SINGLE FAMILY j RESIDENCE 74.5' PUBLIG HATER VACrANT F.F.=34.5Qo- . 6F.=325 SMC�O(�ES C@UN7V DEPAR7RREW7 OF HE A��a @l���� a PEf�MOT FOR APP6�®�At� ®f� �®R9�TNr����®R9 �OTP3 G� eP�l MNGLE FAmmy I F-919)�NCE ONLY L P. t - zs IV H.S. REF. ®. 073 R l0 vis 35?6 3 APPROVE@ 8• - I€®R 0 m FOR-mAugmum OF P5PFfALT !n DwvEwwaY civ EXPORES'THREE YEARS vrRoM DATIE OF APPROVAL O TE5T HOLE DATA m NOTE a R wM. _ X30 �' ��a�������� a instailed o' ° o 7-x) ,� L ueT Polve111iSly, LOAM w u N o d 4.0' PROP05ED w J<; En V 4 BEDROOM SANITARY SYSTEM C 1-1000 GAL SEPTIC TANK i a I- 8' DIA.xl2' DEEP L.P. 0V °- SINGLE FAMILY SAND p✓� RE51DENCE i GRAVEL a` ° PUBLIC, HATER VAGANT O o o FA E: SITE PLAN -A 0.0 51TE PLAN BA5ED Q ORIGINAL A rn COMMENTS: 5MVEY BY:BURTON BEHRENDT�'4 SMITH,P.G. r �,' �� R ENCOUNTERED 50 15 0 30 60 90 120 150 DATED: NOV. 23, 11'001 6RAPHIG SGALE I" = 30'-O" �' of I -aQ 1111VI .6 OUR SUFF.Co. HEALTH SERVICES SITE PLAN FOR LOT 4 31.8 A.g CS'A,g PAGE 1 OF 2 -4 MAP OF LINKS '��O 7)268' roT FILE No.I,o UREL 12 ED NOVEMBER 23, 2001 SITUATE ' 12.82' 31.3 MATTITUCK b Alf y aQJ sTo� � TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK W o S.C. TAX No. 1000-125-04-24.6 O es �o 000 SCALE 1"=40' 0 q) lop, MAY 14, 2018 O JULY 2, 2018 REVISED PROPOSED HOUSE JULY 29, 2019 REVISED PROPOSED HOUSE \z0 y� AREA = 30,892 sq. ft. Q pp 0.709 ac. 35' � O " CERTIFIED TO: ,^� 20 yopRop a TEST HOLE DATA - tiQ S7- O z 3 JOHN J. SIDERIS F G oRY 0 (TEST HOLE No. 1 AS SHOWN ON LOT 1 GEORGIA SIDERIS APU % `>-- 4 BF�RO H `�' EL 320'SUBDIVISION MAP) FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC o CL o LOAM oR H j 4.0' 28.5 4)0. '• m ° ''° • c 10'x 10'X 3'DEEP TEMPORARY NOTES: p° e e CONCRETE 1^1A5HOUT PIT LINED WITH SAND & GRAVEL 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 0 W I (� A ° 10 MIL POLYETHYLENE SHEETING EXISTING ELEVATIONS ARE SHOWN THUS:.&LX Z 2. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,250 GALLONS. -I e s2 1 TANK: 8' DIA.. 4' LIQUID DEPTH a � a 3 EL 14.0' 3. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. •68' $ I 1 18.0' 1 POOL; 12' DEEP, 8' dla. xI'Ue w EL 8.0' I I PROPOSED FUTURE 5OX EXPANSION POOL M 24.0' HIGHEST EXPECTED GROUND WATER �GS�CQ 0� Q A 4° to TEST WELL No.USGS 405830072331502 S 6558.2 ®PROPOSED B' DIA. X 12' DEEP LEACHING POOL pGS�C4�C© 1(LY 3 ,era,^ 0 TEMPORARY PROPOSED 1,250 GALLON SEPTIC TANK 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD FLUSN N 0ON5TRUCTION OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. n ENTRANCE CONI CURB L ', ..r`.. '.A R=352.68' W 5Q? (pVe�/C MRR L=48.26' DRAINAGE SYSTEM CALCULATIONS: �' W 71 L. 283 ROOF AREA: 4,300 sq. ft. •cQ gTFR — CC j1 23042p• 4,300 sq. ft. X 0.17 = 731 cu. ft. 731 cu. ft. / 42.2 = 17.3 vertical ft. of 8' dla. leaching pool required TC I o PROVIDE (2) 8' dia. X 10' high STORM DRAIN POOLS -� Lpp, PROPOSED 8' DIA. X 10' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:' x 25.5 U• �gCgNT� 1 W PREPARED IN ACCORDANCE WITH THE MINIMUM ,, -�I i-`,� STANDARDS FOR TRUE SURVEYS AS ESTA13USHED [:-• I 'e BY THE LIALS.AN OVEb AND-ADOPTED 1 y1 i -, _ I v-,1 i r {C`� i'•y, 1 FOR SUCH USE �E Yp� ATE D I -? " `r{ S I j TITLE ASSOC ONTY�(- 7q9 � R MOVAL 0.? M W UOR A LOT r U \`_ SEP - 9 2019 ��� ` G1Z 7 ZOWLY"W 21CS OtI'`n*MY DWELLING \ s _ J'f (USED PUBLIC WATER)DA I Irb?I ANO. •�lJ 9a i S,4" ' �•�T ASO .�nfJl3 mem j� f� 4c. No. 50467 r'l.l ,y �.gq- �•a. � � UNAUTHORIZED ALTERATION OR ADDITION Nathan ���' win F Ax i"2 riiJV Ms � TO THIS SURVEY IS A VIOLATION OF �� SECTION 7209 OF THE NEW YORK STATE S THREE 8!'`RGA DA: 'SAF APPROVAL � EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR IN EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY t CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. Revised Plan l Approved- � -: - _ - IS PREPARED,AND ON HIS BEHALF TO THE !� TUNE COMPDING ANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Pions - Construction Layout w TO THE ASSIGNEES OF THE LENDING�IN D- `� `� �, TUnON.CEFMFlCA71ONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 EiTires !/�/ Dd 41i 4 �-''`"' � THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS ANDANY/NO SHOWN AREOR EASEMENTS FNOTCGUARANTEED.IF P566 Main Road p P.O. Box 16 or �`I•I I�^\,• _ .1_ ' ' _ James ort, New York 11947 James ort, New York 11947 H SITE PLAN FOR STORMWATER MANAGEMENT NOTES: LAUREL LINKS HOLDING LLC 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION PAGE 2 OF 2 MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING DETAILS AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC POST (TYP•) LOT 4 U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REQ'D. WITHOUT WIRE MESH SUPPORT AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. MAP OF THE+ OFTENCASEN SHALL NECESSARYETO ENSURE PROPERREPAIRED FUNCTONEUNTIL ALL PLACED AS to' MAX. O.C. SPACING LAUREL LINKS W/ WIRE SUPPORT FENCE DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' MAX. O.C. SPACING FILE No. 10712 FILED NOVEMBER 23, 2001 TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W/O WIRE SUPPORT FENCE = SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE •' � — SITUATE SCREEN IS REMOVED. FLOP MATTITUCK 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, '���• '' A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL TOWN OF SOUTHOLD BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT ` '• : '�.r�:;, 'r SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES 'ATTACH FILTER FABRIC SECURELY SUFFOLK COUNTY, NEW YORK SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS ` TO UPSTREAM SIDE OF POST NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED ' " • . •• S.C. TAX NO. 1000-125-04-24.6 AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE \ \ \ NOT TO SCALE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES /\�//\�//\�/// SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED \\� SILT FENCE DETAILS MAY 14, 2018 UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. NOT To SCALE 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. I MIN. ' 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 00' SUFFICIENT TO 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILI OR TO 5T FENCE AFTER KEEP SEDIMENT CI SITE THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW HAY BALES AND/OR 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OFF-SITE TRANSPORT. I SILT FENCING OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF 4 FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. 36' HIGH POLE (MAX.) 0 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST W SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FLOW HAY BALES 2"x2" STAKES FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, (TWO EACH BALE) p F ------------------------ WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW o i � l N VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COMPACTED GRADE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING BACKFILL PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION /�` :;•;;^y:� WN S4Op� DRAINAGE AND GROWTH. 10.VEGETABLE TATIVE COVERTVE WITHOVER IS CONTIGUOUSNED AS A UN EGETATIEDIMUM AREASF85% AREANO LARGER Z \\\�\ t� r„ \\\/��� TIRL BALES AND/OR FENCING THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR \ \\l 4' X 6' TRENCH SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF /��\ //�/ W/ COMPACTED PLAN VIEW OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL BALES TO BE SET THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, IN 4" TRENCH OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR ELEVATION CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. TRENCH DETAIL r (NOT TO SCALE) HAYBALE BARRIER ® INLETS I (NOT TO SCALE) ROADNOTES: EXISTING GRADE I \--HAY BALES AND/OR COMPACTED 3 c�vi"AiNE Bi,S'c OF TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SILT FENCING OR N.Y.S. D.O.T.APPROVED STONE BLEND REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL TO 18' MIN.ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. GRADE TO ALLOW FOR DRAINAGE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. TEMPORARY CONSVWLTION ENTRANCE AND REQUIRED PERIOD OF USE. 2 (NOT TO SCALE) SLOPE OR LESS CAST IRON INLET FRAME & COVER (FLOCKHART#63518 TYPE 6840) 1 FINISHED GRADE OR 6'THICK REINFORCED CONC. COVER (� Y >s , STABILIZE ENTIRE PILE %41 141 �1 8'TRAFFIC BEARING SLAB- 1'-0• C0 WITH VEGETATION OR COVER (max•) arta Q \41 41 PIPE FROM ROOF GUTTERS 1 �� �V �L �L 8'-O. xc6�c'✓a,' A s , W W W W W W W Wt I CRUSHED 3/4' - 1-1/2' STONE b ALL AROUND � S Lic. No. 50457 LEACHING RINGS 1j1 14/ \11 m REINFORCED PRECAST CONC. 3'-0' 4000 PSI m 28 DAYS T3'-O' Nathan a win III .0 \1/ \41 %4/ \11" 11, "1" (min.) 4' `mTn' Land Surveyor ®4 Successor To: Stanley J. Isaksen, Jr. L.S. 15 Joseph A. Ingegno L.S. STRAW BALES OR SILT FENCE GROUND WATER Title Surveys — Subdivisions — Site Plans — Construction Layout NOTE CHANGE{S) PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE Fq��cp OFFICES LOCATED AT MAILING ADDRESS (NOT TO SCALE) .7 Suffolk����$y Department of I�Ca �i2 �$�#i&C�S� 1586 Main Road P.O. Box 16 c}`, Jamesport, New York 11947 Jamesport, New York 11947 I FOUNDATION LOCATION LOT 4 AAL QCT MAP OF LAUREL LINKS FILE No. 10712 FILED NOVEMBER 23, 2001 SITUATE y�& ���Ov�P / - 12.82' a MATTITUCK TOWN OF SOUTHOLD i � SUFFOLK COUNTY, NEW YORK j o f QCa�'fon 6� S.C. TAX No. 1000-125-04-24.6 / 00 SCALE 1"=40' Lo? l MAY 14, 2018 O / JULY 2, 2018 REVISED PROPOSED HOUSE / JULY 29, 2019 REVISED PROPOSED HOUSE AREA = 30,892 sq. ff. o a 0.709 ac.sJ41111 � R (v ' ° m J72. p X95 63 W CERTIFIED TO O C a TEST HOLE DATA IVCRFT f O J (TEST HOLE No 1 AS SHOWN ON LOT 1 JOHN J. SIDERIS GEORGIA SIDERIS �� FJ J ON SUBDIVISION MAP) FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC 0 0• U�1/p q o W m EL 32 0' 0 ON _ � ry sJ 40.SJ p / o oLOAM LLI / IFONco p,�o ? 4 0 m/ y ym/ SAND & GRAVEL ss.o ry7 2pN as. � EL 14.0' -180' 8 / / / / M EL 8 0' I 24 0' N HIGHESTEXPECTED S 6558.2 c F�USN FRJ cw ` �l CONC CURB R=352.68' PUB �� MBR L=48.26' l/C wgTe"R`��V L=23042' cl 1 II , ..' i... '�1 '`s• � --'� I ' V4 Q4 I IIW I y PREPARED I ORD gg��WITH E MINIMUM STANDARDSFOR TS HE BY THE LIALS D PWD� l OCT 2 2 2019 �� TITLESASSHOC�S ONS 0 Ln LOT DWELLING :I (USED PUBLIC WATER) , - i 5W67 L No 50467 r UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft C�O r ilV i n THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE III EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LANA SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To Stanley J Isaksen, Jr L S ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno L S IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P 0 Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 I 1 - I OP FOUNDATION LOCATION o° 'P11 A4Q4&�`1 [ �����® LMAP OF OT 4 moo• '68' o LAUREL LINKS o FILE No. 10712 FILED NOVEMBER 23, 2001 L o1 12.82' "—uWN DUNOW.) OCT a 2020 SITUATE MATTITUCK °QJ SERVICES TOWN OF SOUTHOLD 0 o �F'�ir�� 6rsPA�'_R �T. SUFFOLK COUNTY, NEW YORK ,, ;' '`i-�:• ti / o S.C. TAX No. 1000-125-04-24.6 y SCALE 1"=40' N ' .:` .: " ,8`0;x:' / v �C+ 7 MAY 14, 2018 - Mla r•c.:•.i, t ; } T�'eCi-:.r`�..ciLyd'a �1�VACES JULY 2, 2018 REVISED PROPOSED HOUSE R. Oo o .; : - �w '�r ecacx a & v e�,e rg C��ART Ui_ A +, ;::,; JULY 29, 2019 REVISED PROPOSED HOUSE ' SUFFOLV C`' E ,��- ' OCTOBER 21, 2020 FINAL SURVEY b R000�� @Qaa w� ', �I °'=i' ;;r�L�[v� st��(�Ct I1� _ s��CST1t �(,f AREA = 30,892 sq. ft. cflVtR1aDK m•t �•'' 69 Si^ACL >' r�, ),r• t 0.709 ac. ea +yam s: < 4CE�Utl �p-• i9 , c CERTIFIED TO: ti ? S 0 z 3 ��• ---�®- h U ,c �N�.IY ^1s:tra at uLu i;;1LC a b18V2 b886U JOHN J. SIDERIS USE R1' F M ,�tT' Ga5;3�.,;7nd v to GEORGIA SIDERIS The �€h� ry„a��nA CT+?.hOr c�,.iiC..S 8f1t�fO1ltld$O N �4A�f •� y 0 3� 103�rG.�i z,Idlor cart d h =� 0�, BEDROOMS- be FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC -�� ^J•o AGf ,; °' 0a s3tisisclOryFUK / Y64 S TIC SYSTEM TIE DISTANCES / rµ'r O 'w �S K /•• •: ' FETiCE 50E. I'.; •`^-,l� -�' •+ I o ;tom i d r,. 3.� J +--�,1ic1��'C �V1�ilu�'C�+x%13 CO HOUSE CORNER"A" HOUSE CORNER"B" �\ o SEPTIC TANK 18, 23, X352 / 3 COVER / 0055poaL2 3N ' %�'' ^ "` � 33� CESSPOOL 29' r1' a.•�'�• .' M COVER 1 �GSFo o0 � y7 . •. • ' . COVEROOL 27' 40' AGB�4�tic� 3: � 1p Q URB R=352.68' 5V (PUA41C V T M4W L�23p• L=48.26' - - - -, r— 04��,P wAl eR /N s �� 42Ai TRF ) Gq T a,+N s OP 1�k Cq,V� 1 F F? 2021 PREPARED IN ACCORDANCE E MiNIMU STANDARDS FOR TITLE S A9 BY THE LIALS.AND P FOR SUCH USE BY NSjp7�"D _ 1 _ - TITLE ASSOCIATION. 17`x- LOT DWELLING -''-' (USED PUBLIC WATER) 50467 UNAUTHORIZED ALTERATION ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ■ and Surveyor COPIES OF THIS SURVEY MAP NOT BEARING L THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED O TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. I IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON.AND TO ASIGFl�OF ONS ARE NOT TRANSFERABLE.NSFSTI- LE PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS Of}7CES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 _ f ops FOUNDATION LOCATION ^ LOT 4 F,�CS`p9C RECE0��� MAP OF �o sa• LAUREL LINKS O a v r' , 112, t OCT 2 3 2020 FILE No. 10712 FILED NOVEMBER 23, 2001 A, oQ"�,, 82, `A.H aWWDnJ SITUATE 49JJ° toy,O /r o ' MATTITUCK „z 9UK-Gu_r(EALfHSERVICES TOWN OF SOUTHOLD J 0 OFFti�nr'rTa^ ^rriTFRMGT• SUFFOLK COUNTY NEW YORK 0 S.C. TAX No. 1000-125-04-24.6 SCALE 1"=40' MAY 14, 2018 JULY 2,2018 REVISED PROPOSED HOUSE SUfFOLY.CCU�STY DEPART11ENT CF F:EA3 T!(CcRVICES JULY 29,2019 REVISED PROPOSED HOUSE n•,)�T71:;-1EpYl0.:^a POR oc7oBER 21.2020 FlNAL suRdEY '4" Aoa • A-PnO`IAI C•. C:. YRESIOttiCE AREA = 30.892 aq, ii. AS!:dGLE °'' , _•�_L 0.709 De. NOV 1 02020 _,(y�+� h° a Dae�— `" CERTIFIED TO: 4Jry oLSTogy '� `' O o u 2710 ?Z CI"'eC`d�CO f1BVD been JOHN J. SIDERIS ,y0 SE& Fj,� s; 3m The=c:30a d:sXS=' h NS OEo��"+c^�Or o;IIBr DI,xncie9 sDd laund m GEORGIA SIDERIS b. °�mE-f-1 GAR ,,, � �t• y oQ az FO : ;MLI F_ f.F BEDRAOtuSS• FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC basBts D v_ —� S TIC SYSTEM TIE DISTANCES W°tae / 0 4� ,�,4 • (�"3 [;Ot I�-"":aCjC3i1L'fl HOUSE CORNER"A" HOUSE CORNER"B" / o - •� "` SEPTIC TANK COVER 18' 23' :y _ ,�`•; .�•, 3 CESSPOOL 33• 29' s8• / o"`°'*Iona,- •_ ro COVER 1 roy moa A�'• 10 CESSPOOL COVER 2 27' 40' R;348'268, ' Lz2.30.42, °4 •: L-48 26' f IZ IN top © 1 V4C4HT 2 1£ sr°REP.,mms°ioR' '� _ •. 1 ar TIE ,. 1 w SUCH usE Gr AF P°C /O TrnE ASSIXiATE,L LOT (a DWELLING �� (USED PUBUC WATER) . N 50467 r ro A^ OF Nathan Taft Corwin III AGI 7 6'W NEW 1LRK ST11E POPO OF ws 6UHhY WM xoT 66VRG Land Surveyor O TO SE A 4YNL NO 6E ro A vA1m TRGE wv; CDTm,GTEws ,hy SON�,,.,,RUN 9uaassor To S1uNay J baknen,Jr LS. �{ ONLY 70 pER60N FOR WHaN 1!E SWNEY J. A Inge9ro LS r\.--_1 6 PItFYIISD AVO ON WS aF)Wf TP 11E TIRE emwAvr,ca,mxNExp�i Aewcr.1m rhe s,ye-Subdh ore-see Pw"a- r—f=tm Loyoot UNPwc psrnDNml IaTFn HEREON.ANO ro Tx<ASLWFFS of TM`-IE1mNG prsR- PHONE(631)727-2090 Fox(631)727-1727 TMGN 1A01DGTNa ARE,NT TRAIISiEN81E THE EMSTENCE OF RIGHT OF WAYS OFFICES LOGiID Ar fWUNG ADDRESS ANO/OR GSEYENTS OF RECORD.V 1586 it—Road PO Bot 16 ANT.NOT SHOWN MENU GUARANTEED. J—.po,L Net Yoh 11947 J—pmt,Ne.Yah 11947 3" HNDRAILS R905.1.2 ICE BARRIERS: Z77- 311.7.8 HANDRAILS.HANDRAILS HAVING MINIMUM AND MAXIMUM IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING 2x12 RIDGE HEIGHTS OF 34 INCHES AND 38 INCHES(864 MM AND 965 MM), ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED2x12 RAFTE • • RESPECTIVELY,MEASURED VERTICALLY FROM THE NOSING OF THE IN TABLE R301.2(I),AN ICE BARRIER SHALL BE INSTALLED FOR RS e STUD/POST TREADS,SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED 1/2" CpX SHEATHINGS e ALL REQUIRED HANDRAILS A SHALL BE CONTINUOUS THE FULL ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES A FELT e LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER ASPHALT ROOF SHINGLES e CONT RIDGE VENT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A • ;3 3116" PILOT HOLES FOR ABOVE THE LOWEST RISER OF THE FLIGHT.ENDS SHALL BE SELF-ADHERING POLYMER-MODIFIEDBITUMEN SHEET SHALL BE USED e ° ° FIF_ RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE ROOF VENTILATION 1RML OF THE INSULATED PURPOSES MANUFACTURING TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN CEILINGS AREA UNIFORMLY DISTRIBUTED PURPOSES SPACE OF NOT LESS THAN 1.5 INCHES(38 MM)BETWEEN THE WALL 24 INCHES(610mm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. , n EDGE PROTECTION , 3 EXTEND FROM THE ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL \l�� (2� BUT OF THE ROOF, 12" E THE SLOPE p '' AND THE HANDRAIL. � (� ! IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED BUT NOT LESS THAN 1 F BEYOND NOT LESS THAN 36 INCHES 914inm MEASURED ALONG THE ROOF SLOPE 12 1���`� ��iJ THE INTERIOR FACE OF THE EXTERIOR WALL 311.7.9 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALL FROM THE EAVE EDGE OF THE BUILDING. g <\�w�� (/Uv�� BAFFLE AS REQUIRED FOR ROOF VENTILATION 3'4„ JOOOR i BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. t ~ EXCEPTION:DETACHED ACCESSORY STRUCTURES 2x6 C.T. 16" O.C, ��' G�l HDU I TYPE L HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL NOT CONTAINING CONDITIONED FLOOR AREA. LOOF ATTIC PERIN ER I// RE) ���� 12 TRHORD ADED3,15A U IL AND NOT GREATDIAMETER THANE2 INCHES (51 MM).F AT LEAST IF THE HANDRAIL ) OF 2015 WFGM���� // 8 NOTE: \� AT LEAST 4 INCIS NOT HES(I 0 MMIT SHALL HAN D NOT GREATERAVE A PERIMETER THAN6 10N OF /4 INCHES ALL LUMBER THAT COMES IN CONTACT WITH l`l�lJwl vl��fJJ W (160 MM)WITH A MAXIMUM CROSS SECTION DIMENSION OF CONCRETE WILL BE ACQ LUMBER. ALL FASTENERS FASTENERS FOR PRESSURE l ItiV�J wU��OPEN CELL • • ° e z 2-1/4 INCHES(57 MM). uj TREATED WOOD ARE TO BE HOT DIPPED l�,��� INSULATION, ATION, PROVIDE ��u� • GALVANIZED OR STAINLESS STEEL PER R317.3 �\'SQ ���/l� • TYPE IL HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES I�JJ FIRE RATING; PER CODE, TYP. (160 MM)SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON PROVIDE ICE BARRIER PER BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN SEE DETAIL SHEET FOR RSO5.1,2, TYPICAL ALL lU�� �U�� • 0 ~ WITHIN A DISTANCE OF 3/4 INCH(19 MM)MEASURED VERTICALLY HIGH WIND CONNECTION /QLu FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A REQUIREMENTS ll�`U� ATTIC U�n�ul O e• TYPICAL HDU TIE BETWEEN FLOORS %5 DEPTH OF AT LEAST 5/16 INCH(8 MM)WITHIN 7/8 INCH BELOW THE ll\ll��V (UNFINISHED, 2 vi WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL IN, STORAGE ONLY) = g u CONTINUE FOR AT LEAST 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT C\jV N O LESS THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE \ l:'RESERVATIVE-TREATED i RECESS SHALL BE 1-1/4 INCHES(32 MM)TO A MAXIMUM OF l��\Jv , BARRIER MAY BE 2-3/4 INCHES 70 MM . EDGES SHALL HAVE A MINIMUM RADIUS OF l c w = o , ' ;REQUIRED ( ) v , , FOR HOEDOWNS,PER ASTM TEST STANDARDS, 0.01 INCH(0.25 MM). I o ; ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT TOP OF PLATE — - - — _ _ - ° o PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH, 1X6 AZEK FASCIA - 5/8" GSWB ON WITH CONSIDERATION GIVEN TO POSSIBLE ON SUB FASCIAWALLS AND GELINCS ° o o o o° FUTURE WOOD SHRINKAGE.CARE SHOULD §R 406 FOUNDATION WATERPROOFING AND DAMPPROOFING 1 0 OVERHANGS SPACKLE AND PAINT = O ' ' ° ° BE TAKEN TO NOT OVER-TOR UE THE NUT. FO AZEK SOFFIT W/ CONT e i i o Q §RR406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING.EXCEPT WHERE SCREENED VENT PROVIDE BUILDINGS GASKET � - W � ° IMPACT WRENCHES SHOULD NOT BE USED. REQUIRED TO BE WATERPROOFED BY§RR406.2•FOUNDATION WALLS THAT RETAIN IN ALL INTERSSHEETRECTIONS BUILDING �I EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL 5/8" GSWB INTERSECTIONS BUILDINGS o FRONT VERTICAL HDU INSTALLATION Z BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. p 2x6 STUDS MUST PASS 3 AIR — w MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH(9.5 MM)PORTLAND CEMENT R-21 INSULATION CHANGES PER HOUR _ PORCH a PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE I/2 GDX SHEATHINGS - — HDUS DETAILS } DAMPPROOFED WITH A BITUMINOUS COATING,3 POUNDS PER SQUARE YARD(1.63 KG/M2) BREAKFAST KITCHEN DINING ROOM W OF ACRYLIC MODIFIED CEMENT, I/8-INCH(3.2 MM)COAT OF SURFACE-BONDING MORTAR 150 FELT w ZZ COMPLYING WITH ASTM C 887 OR ANY MATERIAL PERMITTED FOR WATERPROOFING IN CEDAR SIDING; MANUFACTURED BY SIMPSON p §RR406.2.CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE STRONG-TIE COMPANY,INC. ABOVE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFINGla MATERIALS LISTED IN§RR406.2 TO THE EXTERIOR OF THE WALL. NOT To SCALE w 3/4" T4GS ADVANTEC SUBFLOOR §RR406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING.IN AREAS WHERE A TOP OF SUBFLOOR — - - — HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, 1 S EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE TOP OF FDN. - - -7 - - wt - SPACES - - - SPACES LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING JT SHINGLE RIDGE CAP RIDGE VENT FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. THE MEMBRANE SHALL 4 NOTE: IN FLOOR JOISTS .4' _ GRADE CONSIST OF 2-PLY HOT-MOPPED FELTS,55 POUND(25 KG)ROLL ROOFING,6-MIL GRADE .41 , (0.15 MM)POLYVINYL CHLORIDE,6-MIL(0.15 MM)POLYETHYLENE OR 40-MIL(1 MM) a PER MFGs, PRODUCT GUIDE CELLAR PITCH GRADE POLYMER-MODIFIED ASPHALT. THE JOINTS IN THE MEMBRANE SHALL BE LAPPED AND AWAY FROM 2-1 3/4" X I1 1/8" 4" P.C. SLAB (3500 PSI) ON 4 MIL VINYL �•o ' ' SEALED WITH AN ADHESIVE COMPATIBLE WITH THE WATERPROOFING MEMBRANE. FOUNDATION , LVL GIRDER (3) 1 3/4" X I1 1/8" FLUSH VAPOR BARRIER ON 4" COMPACTED � i i $}}IN(SLE^J WITH 31/2" STEEL EXCEPTION:ORGANIC SOLVENT BASED PRODUCTS SUCH AS HYDROCARBONS, O o POUROUS FILL CHLORINATED HYDROCARBONS,KET'ONS AND ESTERS SHALL NOT BE USED FOR ICF a; COL. ON P.C. FTG. (UNFINISHED, STORAGE ONLY) FELT PAPER WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. PLASTIC ROOFING CEMENTS, 4 4 ' ' • ACRYLIC COATINGS,LATEX COATINGS,MORTARS AND PARGINGS ARE PERMITTED TO ° R-11 CLOSED CELL R-II CLOSED CELL U BE USED TO SEAL ICF WALLS. COLD SETTING ASPHALT OR HCT ASPHALT SHALL PROVIDE FIRE PROVIDE FIRE CONFORM TO TYPE C OF ASTM D 449. HOT ASPHALT SHALL BE APPLIED AT A 2-2x6 ACQ SILL RATINGS PER CODE RATINGS PER CODE ' TEMPERATURE OF LESS THAN 200 DEGREES. 5/8" ANCHOR BOLTS e 36" O.C. §RR406.3 DAMPPROOFING FOR WOOD FOUNDATIONS.WOOD FOUNDATIONS ENCLOSING SILL SEAL c i i RAFTER , HABITABLE OR USABLE SPACES LOCA'T'ED BELOW GRADE SHALL BE DAMPPROOFED IN TOP OF FOOTINGS — - - — COPPER TERMITE SHIELD a . • o v �, '-'- LL ACCORDANCE WITH§RR406.3.1 THROUGH§RR406.3.4. 8" CONC, X 8'0" HIGH P,G, ��j•� ��j•� io '•'� uj FOUNDATION (3000 PSI) e••..: e••.,: co t[.. §RR406.3.1 PANEL JOINT SEALED.PLYWOOD PANEL JOINTS IN THE FOUNDATION WALL ON 16" X 8" FOOTINGS 0 r WALLS SHALL BE SEALED FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF _ PRODUCING A MOISTURE-PROOF SEAL UNDER THE CONDITIONS OF TEMPERATURE AND PROVIDE (3) 04BARS IN POURED SECTION MOISTURE CONTENT AT WHICH IT WILL BE APPLIED AND USED. N CONCRETE FOOTINGS, TYP, RIDGE SEAM §RR406.3.2 BELOW GRADE MOISTURE:BARRIER.A 6-MIL THICK(0.15 MM) DAMPROOF BELOW GRADE BACKFILL SHALL NOT BE PLACED AGAINST THE ill ct1 POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW-GRADE PORTION OF WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH �.y. VENT t �`� t I O EXTERIOR FOUNDATION WALLS PRIOR TO BACKFILLING. JOINTS IN THE AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, RIDGE 1l EN I �../E I A I L POLYETHYLENE FILM SHALL BE LAPPED 6 INCHES(152 MM)AND SEALED WITH Ll � ADHESIVE. THE TOP EDGE OF THE POLYETHYLENE FILM SHALL BE BONDED TO THE SEE DETAIL SHEET FOR OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE L-L L I q �m O Q SHEATHING TO FORM A SEAL. FILM AREAS AT GRADE LEVEL SHALL BE PROTECTED HIGH WIND CONNECTION BY THE BACKFILL(SECTION R404.I.7) ! {{{{ )f�j 0 z 1.(1 FROM MECHANICAL DAMAGE AND EXPOSURE BY A PRESSURE PRESERVATIVELY TREATED CA LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL INCHES ABOVE FINISH REQUIREMENTS (� PROVIDE 5/8"ANCHOR BOLTS, GRADE LEVEL AND EXTENDING APPFOXIMATELY 9 INCHES(229 MM)BELOW GRADE. THE JOINT BETWEEN THE STRIP AND'THE WALL SHALL BE CAULKED FULL LENGTH 36"O.C., 12"FROM EACH CORNER Q- O PRIOR TO FASTENING THE STRIP TO THE WALL. OTHER COVERINGS APPROPRIATE TO OR WALL BREAK,AND 12"MAX N THE ARCHITECTURAL TREATMENT MAY ALSO BE USED. THE POLYETHYLENE FILM FROM EACH SPLICE IN SILL PLATE SHALL EXTEND DOWN TO THE BOTTOM OF THE WOOD FOOTING PLATE BUT SHALL NOT (FROM WFCM TABLE 3.2A)INSTALL fill OVERLAP OR EXTEND INTO THE GRAVEL OR CRUSHED STONE FOOTING. WITH 28"MIN EMBEDMENT IN 3000 §RR406.3.3 POROUS FILL.THE SPACE BETWEEN THE EXCAVATION AND THE PSI CONCRETE. FOUNDATION WALL SHALL BE BACKFILLED WITH THE SAME MATERIAL USED FOR F r r' a-b IL IL FOOTINGS,UP TO A HEIGHT OF I FOOT(305 MM)ABOVE THE FOOTING FOR WELL- WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL DRAINED SITES,OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SITES. THE POROUS FILL SHALL BE COVERED WITH STRIPS OF 30-POUND(13.6 KG)ASPHALT PAPER OR 6-MIL(0.15MM)POLYETHYLENE TOPERMIT WATER SEEPAGE FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS WHILE AVOIDING INFILTRATION OF FINE SOILS. ( MAXIMUM MEAN ROOF HEIGHT: 35') ENGINEER: §RR406.3.4 BACKFILL.THE REMAINDER OF THE EXCAVATED AREA SHALL BE �.0� N�'^'Y BACKFILLED WITH THE SAME TYPE OF SOIL AS WAS REMOVED DURING THE _ . ' V EXCAVATION. vT. Q SHUTTER ASSEMBLY �P��� g�T< N.T.S. * ROOF RAFTER FOR PANEL SPANS: w 0 <4'0 WIDE SPAN ea- '-- 'I' LY HURRICANE CLIP NAILED 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD TO RAFTER 4 PLATE OVERLAP AROUND OPENINGS 4"003 (2)2"x4" TOP PLATES ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I JEFFREY T. BUTLER, P.E. #10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. I I e m I 0 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: W #10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 (W/WASHERS) U MACHINE BOLT @ 12" O.C. z a HURRICANE CLI DETAIL � I w IL a o p ° o (n IQ I ui _1 � } NOTE: I I O m PROTECT FLOOR JOISTS WITH MINERAL WOOL PROTECTION I I I-,• (f� z ' a z PER JOINT EVALUATION REPORT PER ESR-1144,REVISED JANUARY 20171 I' I ULTIPLE SECTION ASSEMBLY: N o (PAGE 13)ON FIRST FLOOR TO COMPLY WITH R302.13,EXCEPTION 4 11 I I I/4" THICK BOLTS '• 2' OG W E U i FLOOR SHEATHINGS (A Ii'- I% I b lu !z O I-JOIST (B) U) U -1 O II I I II O m = SHUTTER ASSEMBLY I I 1 I I I I I CL � m - '�-.;.r- �G *� ,L m�'„ ," ,,i � ,.. � . F - N.T.S. FOR PANEL SPANS: MINERAL WOOL INSULATION (C) 4' OR WIDER SPAN23/32" PA I I I I 11 z 4,0/24 MINERAL WOOL I�1SULATIO�I (OVERLAP AROUNDATED OPENINGSS 4HEATHINCs GRADE PLYWOOD i I i O u I II I U a I (A) FLOOR SHEATHINGS: MATE=RIALS AND INSTALLATION MUST BE PER SECTION R503 OF THE 2015 OR 2012 IRC 2x4 STRONGs-BACKS 0 24" Or- (B) G(B) I-JOIST: INSTALLATION PER SECTION 4,0 OF TH15 EVALUATION REPORT, MINIMUM FLANGE SIZE OF 1,1251NCHES x2,0 INCHES, ASSEMBLY: I 1 I I MINIMUM WEB THICKNESS OF 3/8 INCH, MAXIMUM CENTER-TO-CENTER SPACINGS OF 24 INCHES, U, PREASSEMBLE PLYWOOD TO 2x4'5: 0 10x3" (w/ WASHERS) GSALVINIZED OR I I STAINLESS STEEL WOOD SCREW 6 12" O,G, 1 (C) MINERAL WOOL BATT INSULATION: 3-INCH-THICK, MINIMUM 2,5 LB 2), ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDINGS w/ PER CU.FT. MINERAL WOOL BATT INSULATION MADE OF ROCK OR FURNACE 51-AG (ASTM C665 TYPE 1 COMPLIANT) INSTALLED AS SHOWN WITH INSULATION STAY WIRE SUPPORTS 010x3" (w/ WASHERS) GSALVINIZED OR STAINLESS STEEL PAGE : SPACED NO MORE THAN 24 INCHES APART AND NO MORE THAN 6 INCHES FROM ENDS OF BATTS, THE INSULATION WIDTH WOOD SCREW e 16" O,C, MUST BE A MINIMUM OF 15 1/4 INCHES WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 16 INCHES ON CENTER OR 23 INCHES ALTERNATIVE FASTNER FOR SHUTTER TO BUILDINGS: O WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 24 INCHES ON CENTER, THE INSULATION BATTS MUST BE PROPERLY LOCATED 010 TEE NUTS ATTACHED TO BLDG. w/ 010x1-1/2 ( W/ WASHERS) ON TOP OF THE I-JOIST BOTTOM FLANGE AND INS-ALLED WITHOUT GAPS BETWEEN INDIVIDUAL BATTS. MACHINE BOLT 6 12" O,C. 87'4" U / A w �" 31'2" 14'6" 30'8" Lu (D Of 5'6' 5'6" 5'5" 15'9" 10'0" 7'6" 7'0" 6'6" 17'8" 6'6" Z Lu O LL F- Z W 45'-9" 0 z Lu Q4" 8'-0" 4" 8'-4" 4" 9'-9" 4" 1'-11"4" 6'-2" 4" 6'-6" 4" 2'-5" 4" 2 Q WUO W STEP AND IL PER CODE a Q gN W STEP AND RAIL PER CODE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C TW3052-2 TW3052-2 T ao v 1 ------- ---------- I 2-2x10 HDR. z-zxlo JDR. / I rn I \ Qc I iV 1 O iv 00 , t 12'0" x 5'0" 12'0" I ♦ � � I � N U I BEDROOM *31 0 0 - O 5/4"X6"CCA DECKING 1 U s'O" CLG. HGT. d)1 ` o io 0 o 1_1z I - N �O BEDROOM 2 @ �Q� w i CIREScheck Software Version 4.6.5 NJCompliance Certificate F6)1 �� 4 AUG 1 2 2019 � Project Laurel Trail7x'� - Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area. 3,048 ft2 Glazing Area 12% Climate Zone: 4 (5331 HDD) Permit Date: Permit;Number: Construction Site: Owner/Agent: Designer/Contractor: Laurel Trail Jeffrey T. Butler, P.E., P.C. Mattituck, NY 11952 P.O. Box 634 Shoreham, NY 11786 631-208-8850 ,Yw .� �+a`-R. 3.s: - - t,_s_ _- - '�Ffi'�,r 4;d'n-t" %�k°":S;='�",';•w: _s _ F.�+-xye reS. " t - -$� ..=•rt:'u:� - :.`F --'w" e,- "," ,�';5€ -.tw;'�;rcf,•�*'�,�; K ;=o-a. a `�;,.- ,14i�'-�;?�' =�;`a°rye's:"',, qt''L;,a.^�;r, i-. �r, s,;::-Q,xtl> „`t Rvz" `a`'trc�,b O - hrS`k. -� i•l:✓ �rsr. ��r.-y.�h_ d,�-.�f Compliance: 14.7%Better Than Code Maximum UA- 546 Your UA: 466 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules' It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 3,048 30.0 19.0 0.021 64 Wall 1:Wood Frame, 16"o.c. 3,181 21.0 0.0 0.057 155 Window 1: Wood Frame:Double Pane with Low-E 279 0.310 86 SHGC:0.29 Door 1: Glass 120 0.310 '- 37 SHGC: 0.29 Door 2: Solid 60 0.385 23 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3,048 30.0 0.0 0.033 101 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Greg Webster 8/9/19 Name-Title Si atur Date Project Title: Laurel Trail Report date: 08/09/19 Data filename: C:\Users\43\Documents\REScheck\Laurel.rck Pagel of 9 a REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans'Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.11 Construction drawings and �❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the i 0 ;building envelope.Thermal ❑Not Observable ; envelope represented on IE]Not Applicable - ;construction documents. ; 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, !documentation demonstrate ❑Does Not 403.7 I energy code compliance for ' [PR3]1 !lighting and mechanical systems. ❑Not Observable Systems serving multiple []Not Applicable dwelling units must demonstrate compliance with the IECC !Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ;Requirement will be met. 403.7 ,sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 �on loads calculated per ACCA ; Cooling: Cooling: ;❑ r Bt Not Observable pj Manual J or other methods Btu/hr ; u/hr ; approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Laurel Trail Report date: 08/09/19 Data filename: C:\Users\43\Documents\REScheck\Laurel.rck Page 2 of 9 Section #, Foundation Inspection ;Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies :Requirement will be met. [F011]2 {protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. !❑Not Applicable 403.9 'Snow-and ice-melting system controls;❑Complies ;Requirement will be met. [FO12]2 installed. UDoes Not J , ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 112 1 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Laurel Trail Report date: 08/09/19 Data filename: C:\Users\43\Documents\REScheck\Laurel.rck Page 3 of 9 Sq.ction Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, !Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 i I ❑Does Not ;table for values. [J1]1 ; ;❑Not Observable ❑Not Applicable 402.1.1, '❑Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies I ; 402.3.1, I average). � � Does Not table for values., 402.3.3, ' ;❑ � � � Not Observable 402.5 402.5 ;❑Not Applicable U 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 I are determined in accordance ❑Does Not tJ with the NFRC test procedure or IC]Not Observable taken from the default table. j❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier ❑Complies :Requirement will be met. [FR23]1 I installed per manufacturer's ❑Does Not rJ i instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 i is listed and labeled as meeting ❑Does Not V 1AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC i 400 that do not exceed code []Not Applicable i limits. 402.4.5 IC-rated recessed lighting fixtures? ;❑Complies I Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. i IE]Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies !Requirement will be met. [FR12]1 i insulated >= R-8 where duct is i ❑Does Not >=3 inches in diameter and >_ ❑Not Observable R-6 where<3 inches.Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for `diameter>=3 inches and R-4.2 for< 3 inches in diameter. 403.3.5 ;Building cavities are not used as ❑Complies !Requirement will be met. [FR15]3 !ducts or plenums. ❑Does Not ; ❑Not Observable ❑Not Applicable 403.4 i HVAC piping conveying fluids ; R- R- ;❑Complies :Requirement will be met. [FR1712 {above 105 9F or chilled fluids ;❑Does Not below 55 9F are insulated to zR- ;❑Not Observable I3. ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC '❑Complies ;Requirement will be met. [FR24]1 i piping. l J❑Does Not ; g. J❑Not Observable j❑Not Applicable ; 403.5.3 i Hot water pipes are insulated to ; R- R- ;❑Complies ;,Requirement will be met. [FR18]z !>_R-3. ;❑Does Not U j ;❑Not Observable ❑Not Applicable 403.6 "Automatic or gravity dampers are; []Complies I Requirement will be met. [FR19]2 i installed on all outdoor air € ❑Does Not 'intakes and exhausts. ❑Not Observable i ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Laurel Trail Report date: 08/09/19 Data filename: C:\Users\43\Documents\REScheck\Laurel.rck Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2 Imedium impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Laurel Trail Report date: 08/09/19 Data filename: C:\Users\43\Documents\REScheck\Laurel.rck Page 5 of 9 Section Plans Verified Field Verified #, Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 `{`All installed insulation is labeled ❑Complies :Requirement will be met. [IN13]2 j or the installed R-values ❑Does Not J }provided. ' ❑Not Observable i i[]Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ; Wood ;❑Does Not :table for values, [IN1]1 ; i❑ Steel ❑ Steel bNot Observable u ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 !manufacturer's instructions and ' j ❑Does Not [IN2]1 in substantial contact with the , l� underside of the subfloor,or floor ❑Not Observable ; !framing cavity insulation is in ❑Not Applicable contact with the top side of { ,sheathing, or continuous ! I insulation is installed on the underside of floor framing and extends from the bottom to the I .top of all perimeter floor framing ` , members. ! 402.1.1, i Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, 'mass wall with at least 1A of the ❑ Wood ;E] Wood ;❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass 1❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ❑ Steel i❑ Steel i❑Not Applicable i 303.2 Wall insulation is installed per #❑Complies ;Requirement will be met. [IN4]1 E manufacturer's instructions. ❑Does Not '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) ':2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Laurel Trail Report date: 08/09/19 Data filename: C:\Users\43\Documents\REScheck\Laurel.rck Page 6 of 9 Section Plans Verified Field Verified # , Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not 1 table for values. 402.2.2, ❑ Steel ❑ Steel bNot Observable 6 [Fill' ; ![]Not Applicable [FII] , 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. I❑Does Not [FI2]1 ;Blown insulation marked every ; ❑ 300 ft2. Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable I❑Complies ;Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that ❑Not Observable ; E extends over insulation. J❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 insulation aR-value of the ;❑Does Not `adjacent assembly. ; ;❑Not Observable t❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies :Requirement will be met. [FI17]1 ;ach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. ' � '❑Not Observable ; ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI411 cfm/100 ft2 across the system or ft2 ft2 E❑Does Not <=3 cfm/100 f:2 without air 'handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. ; 403.3.3 Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 1 determine air leakage with ft2 ft2 ;❑Does Not {either: Rough-in test:Total ; ;❑Not Observable leakage measured with a ; pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including ;the manufacturer's air handier I enclosure if installed at time of test. Postconstruction test:Total ' leakage measured with a ; pressure differential of 0.1 inch 1 w.g. across the entire system including the manufacturer's air handier enclosure. 403.3.2.1 ;Air handler leakage designated }❑Complies :Requirement will be met. [FI24]1 by manufacturer at<=2%of I❑Does Not design air flow. 3❑Not Observable i I E �❑Not Applicable 403.1.1 !Programmable thermostats ❑Complies ;Requirement will be met. [F[9]2 i installed for control of primary ❑Does Not ;heating and cooling systems and f ' ❑Not Observable initially set by manufacturer to { ; code specifications. { ❑Not Applicable ; 403.1.2 i Heat pump thermostat installed ❑Complies ;.Exception: Requirement is [FI 10]2 ion heat pumps. �❑Does Not not applicable. '❑Not Observable ; ❑Not Applicable 403.5.1 Circulating service hot water 10Complies ;Requirement will be met. [FI 11]2 11 systems have automatic or I❑Does Not E accessible manual controls. ff ❑Not Observable ![]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Laurel Trail Report date: 08/09/19 Data filename: C:\Users\43\Documents\REScheck\Laurel.rck Page 7 of 9 Section Plans Verified Field Verified #, Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 403.6.1 IAII mechanical ventilation system ❑Complies :Requirement will be met. [FI25]2 lfans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. i❑Not Observable ; ❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies :Requirement will be met. [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water i ❑Not Observable temperature based on outdoor $� ❑Not Applicable 1 ;temperature. 1 403.5.1.1 Heated water circulation systems ❑Complies ;Requirement will be met. [1712812 {{have a circulation pump.The ❑Does Not tsystem return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable ;syphon circulation systems are � not present. Controls for circulating hot water system I I pumps start the pump with signal` ;for hot water demand within the l occupancy. Controls !automatically turn off the pump when water is in circulation loop !when at set-point temperature and J no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems [ Complies ;,Exception: Requirement is [FI29]21 comply with IEEE 515.1 or UL ❑Does Not not applicable. 1515. Controls automatically `adjust the energy input to the ❑Not Observable i heat tracing to maintain the . I❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that I ;❑Complies ;Requirement will be met. [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water {supply pipe back to the heated I❑Not Observable water source through a cold ❑Not Applicable Water supply pipe have a I demand recirculation water ;system. Pumps have controls 1 that manage operation of the J pump and limit the temperature !of the water entering the cold t water piping to 1049F. 403.5.4 1 Drain water heat recovery units ❑Complies ;Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. 1355.1. Potable water-side i pressure loss of drain water heat J❑Not Observable ; recovery units<3 psi for }❑Not Applicable individual units connected to one y i or two showers. Potable water- side pressure loss of drain water i heat recovery units <2 psi for individual units connected to three or more showers. ; 404.1 175%of lamps in permanent 0Complies :Requirement will be met. [1716]1 :fixtures or 75%of permanent ;❑Does Not lfixtures have high efficacy lamps. 1 ❑Not Observable 1 Does not apply to low-voltage I , I lighting. ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have [ Complies ;Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not �) J❑Not Observable i ❑Not Applicable 1 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Laurel Trail Report date: 08/09/19 Data filename: C:\Users\43\Documents\REScheck\Laurel.rck Page 8 of 9 sgc'tion Plans Verified Field Verified #, Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 401.3 ;Compliance certificate posted. ❑Complies :Requirement will be met. [FI7]2 ,I ❑Does Not ❑Not Observable ; ❑Not Applicable 303.3 ;Manufacturer manuals for ❑Complies :Requirement will be met. [FI18]3 !systems and water heating ❑Does Not systems have been provided. ; I ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) P12 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Laurel Trail Report date: 08/09/19 Data filename: C:\Users\43\Documents\REScheck\Laurel.rck Page 9 of 9 2015 IECC Energy Effidency Certificate ',Insulation Rating R-Valwe Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-pactor SH GC Window 0.31 0.29 Door 0.31 0.29 Heating &C'Ooling Equipment Heating System• Cooling System• Water Heater• r Name: Date: Comments CGenerated by REScheck-Web Software �(J Compliance Certificate Project 2235 Laurel trail Energy Code: 2018 IECC Location- Laurel, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 135 deg. from North Conditioned Floor Area: 3,614 ft2 Glazing Area 13% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: 45272 Construction Site: Owner/Agent: Designer/Contractor: 2235 Laurel Trail John Sideris Jeffery Butler Laurel, New York Same Jefferey T Butler PE. PC 2235 Laurel Trail PO Box 634 Laurel, New York Shoreham, New York 11786 917 559-0559 N/A Compliance:Passes using 11.1114-_tiadeeo#-'"- % *4 Compliance: 4.6%Better Than Code Maximum UA: 436 Your UA: 416 Maximum SHGC• 0.40 Your SHGC• 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules, It DOES NOT provide an estimate of energy use or cost relative to a minlmum-code home, Envelope Assemblies qp,�s Area 6vify. Cont. Perimeter Ceiling: Cathedral Ceiling (no attic) 3,048 33.0 0.0 0.031 94 Wall:Wood Frame, 16"o.c. 2,414 21.0 0,0 0.057 118 Orientation: Unspecified Door: Solid Door(under 5D%glazing) 20 0.350 7 Orientation: Unspecified Window:Wood Frame 320 0,300 96 SHGC:0,31 Orientation:Unspecified Basement: Solid Concrete or Masonry 2,114 0.0 14.0 0,048 101 Orientation: Unspecified Wall height:8.0' Depth below grade: 7,0' Insulation depth: 8.0' Project Title: 2235 Laurel trail Report date: 11/09/20 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consik!'l building plans,specifications, and other calculations submitted with the permit application.The proposed building hasd to meet the 2018 IECC requirements In REScheck Version : REScheck-Web and to comply with the mandatory requirethe REScheck Inspection Checklist. n 119, / ,_ / 3 _z� Narne-Title Signature Date c Project Title: 2235 Laurel trail Report date: 11/09/20 Data filename: Page 2 of 10 CREScheck Software Version : REScheck-Web �J( Inspection Checklist Energy Code: 2018 IECC Requirements: 0,0%'were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is,,provided by the user in the RE'Sche`ck Requirements screen, For each ,requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed, Where compliance is itemized,in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ;Cr7Gomplies ! 103,2 ;documentation demonstrate ❑Does Not ! [PR1)1 !energy code compliance for the 1 building envelope,Thermal ;[:]Not Observable 1 envelope represented on } - ;' , ° ;❑Not Applicable !construction documents. ` 103,1, !Construction drawings and Roes omplies103,2, ;documentation demonstrate - :403.7 }energy code compliance for Not ! 1 ; ❑Not Observable ; [PR3) ,lighting and mechanical systems, }-�_,` � ,� �'� , :Systerns serving multiple i : 1„ `. ;❑Not Applicable ; dwelling units must demonstrate ;compliance with the IECC , ;Commercial Provisions, 302.1-, 'Heating and cooling equipment Is: Heating: Heating: ;❑Complies i3i1 �7 "'•sized perACCA Manual S based ! Btu/hr } Btu/hr ;❑Does Not ZP,R21? ;on loads calculated per ACCA Cooling: Cooling: ; ! _ !Manual or other methods ; ; VNot Applicable Not Observable , !approveBtu/hr Btu/hr :❑d by the code official. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: 2235 Laurel trail Report date: 11/09/20 Data filename: Page 8 of 10 11ection Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions 6, Req.l13 402,1,1 1 Conditioned basement wall R- R_ MCorniplies ;See the Envelope Assemblies [F04)1 Iinsulation R-value.Where interior I R R Does Not stable for values, Insulation is used,verification ---- �� ;may need to occur during ,[--]Not Observable ; !Insulation Inspection. Not ; ;❑Not Applicable ;required in warm-humid locations; j in Climate Zone 3, 303,2 ;Conditioned basement wall ; Complies ; (F05)1 insulation installed per I Does Not !manufacturer's instructions. v ; ;❑Not Observable ; ❑Not Applicable 402,2,9 ;,Conditioned basement wall ft ; ft ; Complies ;See the Envelope Assemblles [F0611 ;insulation depth of burial or Does Not table for values, :distance from top of wall. ;[-]Not Observable ' {❑Not Applicable 303.2.1 A protective covering is installed l ; ❑Complies [F011)z Ito protect exposed exterior ; :;, i❑Does Not a �insulation and extends a '❑Not Observable minimum of 6 in. below grade, . ❑Not Applicable j 4,014 _ Snow-and ice melting system ;[]Complies [FQ12J? controls Installed, ❑goes Not ;❑Not Observable I ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) --F-3-Low Impact(Tier 3) Project Title: 2235 Laurel trail Report date: 11/09/20 Data filename: Page 4 of 10 Section plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .Id 4021.1, ;Door U-factor, U- ; complies ;See the Envelope Assemblies 4023,4 ! ❑Does Not ;table for values. [FRl]1 ! ! ❑Not Observable NotApplicable 402,1.1., !Glazing U-factor(area-weighted U- U- -J6 f J Complies ;See the Envelope Assemblies 402,3,1, 1average), Does Not ;table for values, 402,3,3, 402,5 ; ; ;❑Not Observable [FR2]1 ! ' ;❑Not Applicable ; 303.1.3 ;U-factors of fenestration products) omplies ; [FR4]1 :are determined in accordance (' Docs Not u ;with the NFRC test procedure or I'• Al i ;taken from the default table, + ;'- : ❑Not Observable i =;❑Not Applicable 402,4.1,1 !Air barrier and thermal barrier ; _ ; Complies [FR23]1 installed per manufacturer's Does Not U !instructions. '" r _ 1❑Not Observable ❑Not Applicable 402.4.3 :Fenestration that Is not site built ;"; ;r:` '❑Complies [FR20]1 :Is listed and labeled as meeting ; ;j ' - ';;;; = i ]Does Not ' :AAMA/WDMA/CSA 101/I,S,2/A440 i ,' Not Observable ' or has Infiltration rates per NFRC ; 1400 that do not exceed code # �, " Not Applicable ; [imits. 4b2,4,5 !IC-rated recessed lighting fixtures! Complies [FR16]2 " 1sealed at housing/interior finish 1, ;;_'- ) Does Not 'and labeled to indicate 2.0 cfm ' I 9 75 Pa, < �; .. {❑Not Observable leaks a at - i ,,;'; „❑Not Applicable ; 403.3,1 ;Supply and return ducts in attics l` !`1 ,. ; Complies [FR12]1 !Insulated >= R-8 where duct is iL Does Not >=3 Inches in diameter and >= !R-6 where < 3 inches.Supply and ;, 1❑Not Observable !return ducts in other portions of r 1`` s',`; ` °;❑Not Applicable ; ;the building insulated >= R-6 for :diameter>= 3 inches and R-4.2 for< 3 inches in diameter, 403.3.2 !Ducts, air handlers and filter Complies [FR13]1 !boxes are sealed with '`- ; `'f` ''-`! Does Not ! ;Joints/seams compliant with `• ! " ? "' .' `"' `` =;❑Not Observable 1 ;International Mechanical Code or ' '; ; `;I❑Not A licable !International Residential Code, as ' Pp ;applicable. 77 403.3.5 !Building cavities are not used as I _ =;; Complies [FR15]3 :ducts or plenums. Does Not 1❑Not Observable i❑Not Applicable 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 1 Low Impact (Tier 3) Project Title; 2235 Laurel trail Report date; 11/09/20 Data filename; Page 5 of10 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.3.7 ;Ducts declared to be within the t ; ;❑Complies ; (FR2813 kconditioned space are either 1) `i:, _--', ❑Does Not v completely within the continuous ; _; ; ❑Not Observable , air barrier and within the building I ,❑Not Applicable !thermal envelope, 2) buried r within ceiling Insulation in accordance with Section ; ! )R403.3.6 and the air handler is ! I ! I located completely within the ! ! continuous air barrier and within !the building thermal envelope land the duct leakage is <= 1,5 >> cfm/100 square feet of ! ; )conditioned floor area served by I ! :the duct system, or 3)the ceiling ;Insulation R-value installed ; `against and above the insulated ; !duct>= to the proposed ceiling !insulation R-value, less the R ;• ' ' ! !value of the insulation on the ! { ) 403,,4 HVAC piping conveying fluids ; R- ; R- !❑Complies '[FR1712 above 105 °F or chilled fluids ;❑Does Not ! ,u ;below 55 4F are insulated to>_R- ! ! j3 ! 9Jot Observable , :PNot Applicable 403.4,1 !Protection of insulation on HVAC ; ';❑Complies ; [FR2411 I piping. ❑Does Not I ; ;❑Not Observable ! 0 Not Applicable ;4,0,3.5.3 {Hot water pipes are insulated to R- R ;❑Complies [FR1812 )zR-3. ;❑Does Not ZNot Observable ;❑Not Applicable 4Q3.6- ;Automatic or gravity dampers are,' _; Corn plies ! [F,R1912 - installed on all outdoor air - _ ' Does Not ! intakes and exhausts, ❑Not Observable ; ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2235 Laurel trail Report date: 11/09/20 Data filename: Page 6 of10 section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1- ;All installed insulation is labeled " Complies [IN',13]2 !or the Installed R-values I ! I -. � Does Not ]provided. I ;❑Not Observable ; '!❑Not Applicable 402.1,1, !Wall insulation R-value. If this is a; R- R-_LL Complies ;See the Envelope Assemblies 402,2.5, !mass wail with at least V of the Wood Wood Does Not !table for values, 402.2.6 ;wall insulation on the wall Mass !❑ Mass ;❑Not Observable IIN3]1 ;exterior,the exterior insulation ! ! , EJ Steel E] steel ❑Not Applicable 10 !requirement applies(FR10), ! ! ! pp 303.2 !Wall insulation Is Installed per ! 4 Complies [IN4]1 !manufacturer's Instructions. �, - ! Does Not 4 ❑Not Obsenlable :❑Not Applicable Additional Comments/Assumptions: j I I I I i II i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 fEow Impact(Tier 3) Project Title: 2235 Laurel trail Report date: 11/09/20 Data filename: Page 7 of 10 i I Section Plans Verified Field Verified & Re .ID 402.1,1, ;Ceiling insulation R-value. 1 R- R- Complies ;See the Envelope Assemblies : ; ;table For values. 402.2,1, ❑ Wood Wood I❑Does Not 402.2.2, ❑ Steel g Steel ❑ 402.2.6 ; Not Observable [Fill' ;❑Not Applicable I 1 I I I I 303.1.1.1,;Ceiling insulation installed per ; ;❑Complies 303.2 manufacturer's instructions. ( 1❑Does Not [F12]1 :Blown insulation marked everyj : '300 W. : ;[- -]Not Observable VINot Applicable 402,2.3 ;Vented attics with air permeable ! '` 'C]Complies ; [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ;extends over insulation• ❑Not Observable ; !lAot Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [FI3]1 !insulation aR-value of the : ❑Does Not :adjacent assembly. ! ! ! Not Observable ! I Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = , Complies [FI17]1 lath in Climate Zones 1-2,and ! ;uDoes Not <=3 ach in Climate Zones 3-8. ! : :❑Not Observable ; ! I❑Not Applicable I 402.4.2 Mood-burning fireplaces have ` t ;❑Complies '[F]8]2 tight fitting flue dampers and ! :,:❑Does Not !outdoor air for combustion. 1 1 ' ❑Not Observable I •;❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 :❑Complies [F127]1 :determine air leakage with ! ft2 1 ft2 ;❑Does Not ;either, Rough-in test:Total leakage measured with a ; !❑Not Observable :pressure differential of 0.1 inch ! ; ! Not Applicable 1w.g, across the system including ! : ;the manufacturer's air handler 1 ; !enclosure if installed at time of I 1 ;test. Postconstruction test:Total leakage measured with a I t 1 1 :pressure differential of 0.1 Inch : w.g,across the entire system I I ;including the manufacturer's air :handler enclosure. 403.3.4 ;,Duct tightness test result of<=4 cfm/100 cfm/100 :❑Complies ; [F14]1 !cfm/100 ft2 across the system or ft2 : ft2 :❑Does Not !<=3 cfm/100 ft2 without air : handler @ 25 Pa. For rough-in : :❑Not Observable :tests,verification may need to : ± Not Applicable :occur during Framing Inspection, 403.3.2.1 :Air handler leakage designated :, ; ; - ;[]Complies ; [F124]1 by manufacturer at <=2%of _I 7 `' '❑Does Not design air flow. V ;❑Not Observable ; I ['- _ - - • , Not Applicable ; 403.1.1 Programmable thermostats ; • Complies ; [FI9]2 installed for control of primary i❑Does Not ;heating and cooling systems and ; initially set by manufacturer to ; UNot Observable :code specifications, ! ]❑Not Applicable 40 .1.2 ;Heat pump thermostat installed :,j❑Complies ; W11012 :on heat pumps. I : ❑goes Not lI • 1 I '❑Not Observable Not pplicable 1 I High Impact(Tier 1) IMedium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: 2235 Laurel trail Report date: 11/09/20 Data filename: Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.iD 403.5.1 ;Circulating service hot water ;, ,,; ';❑Complies ; (FI1112 ;systems have automatic or ; ' ' !❑Does Not accessible manual controls. "' ' ❑Not Observable ; ; Not Applicable 403.6:1 ;,All mechanical ventilation system I Complies [F12512 {fans not part of tested and listed i ;[]Does Not HVAC equipment meet efficacy and air flow limits per Table f❑Nat Observable I R403.6.1. y„'` j❑Not Applicable ; 403.2 ;Hot water boilers supplying heat ;' _ _ ;❑Complies [FI26]2 I through one-or two-pipe heating ;❑Does Not systems have outdoor setback , ;control to lower boiler water Not Observable ,temperature based on outdoor Not Applicable ; Itemperature, 403.5.1.1 ;Heated water circulation systems { `' (❑Complies ; (F12812 have a circulation pump,The ;,••. I' ” ❑Does Not I jsystem return pipe is a dedicated Not Observable ;return pipe or a cold water supply • !pi e, Gravityand thermos- _ "; Not Applicable syphon circulation systems are j not present.Controls for ►.. _; ' I circulating hot water system I f pumps start the pump with signal i 'for hot water demand within the {occupancy, Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists, , 403.5,.7.2 I Electric heat trace systems "; ',', ?❑Complies (P129J2. comply with IEEE 515,1 or UL I _ -1'. . i❑Does Not ,515, Controls automatically ! adjusthe energy input to the "' Not Observable ' .!heat tracing to maintain the I,` 't' i Not Applicable desired water temperature in the piping. 403:5 i `;Demand recirculation water ❑Com ; -, plies [FLOI ' ;systems have controls that ❑Does Not manage operation of the pump )and limit the temperature of the ;,..- �;i' INot Observable !water entering the cold water I - 'jKNot Applicable piping to <= 104QF. I 1 ! 403,6.4 ;Drain water heat recovery units ;t.' ;f. :';❑Complies ; (F1311? ;tested in accordance with CSA ;❑ i B55,1. Potable water-side 'Y pressure ! Does Not ' ','' ; ; ,pressure loss of drain water heat Not Observable I , , _ __ , !recovery units < 3 psi for I Not Applicable ; ;individual units connected to one ;or two showers. Potable water- Ii ;side pressure loss of drain water ;heat recovery units < 2 psi for !individual units connected to ;,• ; ; ;three or more showers. 404,1 :90%or more of permanent Complies [FI6]1 fixtures have high efficacy Iamps.l 1LJDoes Not x ;❑Not Observable ' i f ❑Not Applicable 404,1,1 (Fuel gas lighting systems have ; ; Compiles I [F123]3 no continuous pilot light, 4 Does Not; © I ; - �• i❑Not Observable I ; ❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) ProjectTltle; 2235 Laurel trail Report date; 11/09/20 Data filename: Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 ;Compliance certificate posted, i❑Complies [FI712 I _ ;❑Does Not Oct Observable Not Applicable 303.3 I Manufacturer manuals for f ; �1Complies ; [FI18)3 mechanical and water heating i I f❑Does Not ;systems have been provided. ,[]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 2235 Laurel trail Report date: 11/09/20 Data filename: Page 10 of 10 2018 IECC Energy Efficiency Certificate Insulation Rating R-VaIUe Above-Grade Wall 21.00 Below-Grade Wall 14.00 Floor 0.00 Ceiling / Roof 33.00 Ductwork (unconditioned spaces): Door, , Window 0.30 0.31 Door 0.35 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments APP 0 ED AS NOTED FRAMIN�'uNT, 0v �t:sUV ,,s QUOUNDATION LOCATI(3N„� DATE: B.P.# .,SAS BEEN", PP FEE BY: NOTIFY BULDING DEPARTMENT AT Blower door 765-1802 8 AM TO 4 PM FOR THE • and ductwork FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED testing required. FOR POURED CONCRETE °2. ROUGH -FRAMING & PLUMBING, 3. INSULATION 4.-FINAL - CONSTRUCTION MUST Must provide Manuals BE COMPLETE FOR C.O. D,J and S as ALL.CONSTRUCTION SHALL MEET THE per REQUIREMENTS OF THE CODES OF NEW NYS Energy Code YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL COMPLY WITH ALL CODES OF dNSPECTION REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF S R9�pl�BARD TRUSS PLACARDING REQUIRED S�tl'it�BtB-'f841UP1�R�EES . . .DEC PLUMBER CERTIFICATION ON LEAD CONTENT BEFORF OCCUPANCY OR dERT1F1CATE,0F0CCUPAN(, USE IS UNLAWFUL SOLDER,USED IN WATER WITHOUT CERTIFICATF SUPPLYSYSTEMCANNOT EXCEEp 2110 OF, 1°!LEAD. OF OCCUPANCY - DRAINAGE INSPECTIONS ARE REQUIRED r ` LL'PLUMBiNG WASTE Contact TOS Engineering at 765.1560 before )r :' Backfill,OR Provide Engineer's Certification WASE( •LINES NEED ; that the drainage has been Installed to Code. ? f � hORE C0I/ERING All exterior lighting Installed,replaced or repaired Shall conform to Chapter 172 of the Town Code DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). MECHANICAL SYSTEM FEATURES: 2016 NYS UNIFORM CODE: HEATING:NATURAL GAS HYDRONIC DISTRIBUTION,95%EFF THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE WIND SUBJECT TO DAMAGE FROM WATER HEATING:INSTANT HOT WATER,NATURAL GAS 95%EFF,0 GAL WITH 2015 IRC WITH 2016 UNIFORM CODE SUPPLIMENT GROUND WINTER AIR ICE SHIELD USE/ - COOLING:AIR CONDITIONER,ELECTRIC, 14.5 SEER PUBLISHED BY NEW YORK STATE. SPEED EXPOSURE SEISMIC FROST DESIGN FREEZING UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN SPECT DUCT LEAKAGE TO OUTSIDE 50.00 LE CFM2TRIC5 SUPPORTING DOCUMENTS OUTLINE COMPLIANCE WITH SNOW MPH) C EXPOSURE DESIGN LINE TEMP. INDEX REQUIRED FLOOD LIVE DEAD ROOF UPLIFT LOAD HEIGHT HEIGHT RATIO FIRE AREA TYPE OF ENERGY RECOVERY VENTALATOR: I OOCFM,23 WATTS 2016 SUPPLIMENT TO THE NEW YORK STATE ENERGY LOAD ( HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION PROGRAMABLE THERMOSTAT REQUIRED FOR HEATING AND COOLING CATAGORY WEATHERING DEPTH TERMITE DECAY CONSTRUCTION CONSTRUCTION CODE. MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf TO THE BEST OF OUR KNOWLEDGE,THESE PLANS 20 psf 140 B C SEVERE 36" 1 I 599 YES 40 psf 20 psf SFD 27'-9" 19'-3" 1:3 FIRSTFLOOR=3048 SQ.FT. ENERGY COMPLIANCE: COMPLY WITH THE TOWN OF RIVERHEAD ZONING AND P TO HEAVY MODERATE P FIRM MAPSINTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf BONUS RM=556 SQ.FT. TYPE V REFER TO ENERGY COMPLIANCE METHOD BY OTHERS FOR COMPLIANCE METHOD CONSTRUCTION CODES. ACTUAL FINISHED GRADE SEE DETAIL SHEET FOR PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. AND PATH TO COMPLIANCE. THE ENERGY COMPLIANCE WAS NOT DONE BY THIS OFFICE, ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER Q MAY VARY DEPENDING ON HIGH WIND CONNECTION EGRESS WINDOW MUST MEET MINIMUM CLEAR OPENING OF 24"HEIGHT,20"WIDTH,AND 5.7 SQ.FT. THEREFORE BY NY STATE EDUCATION LAW IT CAN NOT BE PART OF THIS PROFESSIONAL SHEAR WALL/BRACED WALL DESIGNED WITH OPENINGS, CERTIFICATION. PERFORATED SHEAR WALL DESIGN METHOD-140 MPH, TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, EXISTING GRADE CONDITIONS REQUIREMENTS EXPOSURE B 3 SECOND GUST PER R 602.10 AND WFCM THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2015 TABLE R301.6 AIR SEALING NOTES: 2015 130 MPH,TABLE 12 AND 13. ENERGY CONSERVATION CONSTRUCTION CODE REPRODUCED UNDER LICENSE AGREEMENT MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE THE CONTRACTOR IS RESPONSIBLE FOR AIR SEALING; THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE DONALD A.GARDNER ARCHITECTS LIC 1239,7/30/19 PER SQUARE FOOT OF HORIZONTAL PROJECTION WITH MANUFACTURERS'INSTRUCTIONS AND THE PROVISIONS TRIBUTARY LOADED (CHECKLIST)OF THE 2015 IECC. AREA IN SQUARE FEET N 110 1.14(R401.3)CERTIFICATE(MANDATORY).A PERMANENT CERTIFICATE SHALL GONT, RIDGE VENT MEMBER BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE FOR ANY STRUCTURAL THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT _ - - - - - -- - - R VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/WALLS/FLOORS/FOU000 6000 600 NDATION) - - - - - - - - - - - ROOF SLOPE 0 201 OVER AND DUCTS OUTSIDE CONDITIONED SPACES;U FACTORS FOR FENESTRATION AND SHGC _ AND RESULTS FROM ANY'REQUIRED DUCT SYSTEM AND BUILDING AIR LEAKAGE TESTING DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, - - - - - - FL TOR RISE LESS THAN 4 INCHES PER FOOT 20 J 6 12 THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING AND (1:3) SERVICE WATER HEATING EQUIPMENT. - _ _ - _ - - _ RISE 4 INCHES PER FOOT(1:3)TO LESS THAN THE ENGINNER IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY 12 INCHES PER FOOT(J:1) 16 14 12 THE MANDATORY REQUIREMEN'T'S OF THE ENERGY CODE OR THE PREMATURE DEGRADATION - - - - OF ANY COMPONENTS OR FINISHES. - RISE 12 INCHES PER FOOT(1:])AND GREATER 12 12 12 ASPHALT SHINGLES, TYP. - N 12 TABLE R301.5 I Ip W MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) STEP _ USE LIVE LOAD - - - '.- GFLASH, TYP. - - EXTERIOR BALCONIES 60 _ DECKS 40 PASSENGER VEHICLE GARAGES 50 -• APRON FLASHINGS, TYP,_ A ------ ------------------- ATTICS WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 - - - ROOMS OTHER THAN SLEEPING ROOMS 40 -- _ SLEEPING ROOMS 30 -- STAIRS 40 - - --__ _ _ PLATE AT STUDY/PORCH o GUARDRAILS AND HANDRAILS 200 -CEDAR SIDINGS TYP. r _ _ m w -- ---- - - - - PLATE AT MASTER BATH � SOIL BEARING CAPACITY FOR THIS SITE --- _ IS BASED ON TEST HOLES BY OTHERS --�-� �--� - - PLATE AT GARAGE BUMP OUT = AND HAS BEEN DETERMINED TO BE -- 2,000 PSI(SW,SP)PER TABLE R401.4.1m OF THE 2015 IRC WITH 2016 UNIFORM CODE - m SUPPLIMENT PUBLISHED I3Y NEW YORK STATE. --- 00 o _ OPENINGS PROTECTION BY - � o WOOD STRUCTURAL PANELS 00 PERSUANT TO 1609,1,4, SEE FASTENING: SCHEDULE ON DETAIL SHEET IN THIS SET - - - - - - FIRST FLOOR - - GRADE - - - - - - - TOP OF FOUNDATION OL X I HJ 3 M % to '1 1 ------------------- ----------------------------------------- --------------- ' • O � � ^ ' , --------------------------------------------------------------- --------------- oo1- 1 "f V r ' I =3 X -----------*�------------------------� ---------- 1 -------------- -------------------------------- --- 1 - ' ' - - - - - - - TOP OFFOCJTINCs 0 LU D 0 ------------------------------ ----------- ------------------------------------------------------ --------------------------------------------------------------------------------- z + O FRONT ELEVATIONa o u� m CONT, RIDGE VENT 12 U- 12 lu 8 �l - ENCaINEER: 6"DIA. TYPE V WOOD FRAME -- CONSTRUCTION BASED -ON SECTION 602 -- OF THE BCNYS REFLECTIVE RED PANTDNE �.I� (PMS# 187) �.{ �� ll §RR312 REFLECTIVE WHITE 1/2. 4„ GUARDS STROKE §RR312.1 GUARDS REQUIRED.PORCHES,BALCONIES OR RAISED FLOOR - SURFACES LOCATED MORE THAN 30 INCHES(762 MM)ABOVE THE FLOOR ASPHALT SHINGLES, TYP, �� - JEFFREY T. BUTLER, P.E. SIGN FOR WOOD FLOOR AND OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES (914 MM)IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE WOOD ROOFING FRAMING THAN 30 INCHES(762 MM)ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES(864 MM)IN HEIGHT MEASUREDto VERTICALLY FROM THE NOSING OF THE TREADS. _ r PLATE AT STUDY/PORCH - - - - - - - -- W TRUSS IDENTIFICATION SIGN: §RR312.2 GUARD OPENING LIMITATIONS.REQUIRED GUARDS ON OPEN -= U 6 SIDES OFSTAIRWAYS,RAISED FLOOR AREAS,BALCONIES AND PORCHES --- z IL O a IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT PLATE AT MASTER BATH - - - - ' 4� W O Q SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES(102 MM)OR MORE IN - 52 O TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN METER PLATE AT GARAGE SUMP OUT - - - - z COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES DIAMETER. � O A WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD EXCEPTION:THE TRIANGULAR OPENINGS FORMED BY THE RISER,TREAD --_ CONSTRUCTION AND/OR TIMBER CONSTRUCTION. F ARD AT THE OPEN SIDE OF A STAIRWAY ARE _ --- AND BOTTOM RAIL O A GU z Q ° PERMITTED TO BE OF SUCH A SIZE THAT ASPI-IERE 6 INCHES(152 MM) 00 _ Z CANNOT PASS THROUGH. TABLE R301.7 _ W lu U o - EDAR SIDINGS TYP. O ALLOWABLE DEFLECTION -__ _ OF STRUCTUAL MEMBERS §RR301.2.2.4 WEIGHTS OF MATERIALS.AVERAGE DEAD LOADS SHALL NOT _- 9'O"x8'0" D.H.D. 18'0"xB'O" O,H.D, ~ EXCEED 15 PSF(0.72 KN/M2)FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF _ (0.48 KN/M2)FOR FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY W H Y STRUCTUAL MEMBER ALLOWABLE §RR301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: DEFLECTION 1.FIFTEEN PSF(0.72 KN/M2)FOR EX CERIOR LIGHT-FRAME WOOD WALLS. FIRST FLOOR - - - - - - LL RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS 2.FOURTEEN PSF(0.67 KN/M2)FOR EXTERIOR LIGHT-FRAME COLD-FORMED TOP OF FOUNDATION O STEEL WALLS. L/180 GRADEO INTERIOR WALLS AND PARTICIANS H/180 3.TEN PSF(0.48 KN/M2)FOR INTERIOR LIGHT-FRAME WOOD WALLS. ' ' z FLOORS AND PLASTERED CEILINGS L/360 1 11i 4.FIVE PSF(0.24 KN/M2)FOR INTERIOR LIGHT-FRAME COLD-FORMED ALL OTHER STRUCTURAL MEMBERS IJ240 STEEL WALLS. 1 1 1 1 WITH PLASTER OR STUCCO H/360 0 1 1 S.EIGHTY PSF(3.83 KN/M2)FOR 8-INCH-THICK(203 MM)MASONRY EXTERIOR WALLS WITH INISHWALLS. °O •------------------------------------------------------------------------------------- 1--- -- ' 1 1 XTERIOR WALLS-WIND LOADS'WITH BRITTLE L/240 -- NISHES 6.EIGHTY-FIVE PSF(4.07 KN/M2)FOR 6-INCH-THICK(152 MM)CONCRETE 1-------- ; WALLS. STEP FOOTINGS E'ERIOR WALLS-WIND LOADS'WITH L/120 ' _ '_-' ' PAGE : ' F{IBLE FINISHES EXCEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF(1.19 30 DEG MAX. ;__ ' __ 1 1 1 KN/M2)SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED TOP OF FOOTING ' ' NOiL=SPAN LENGTH,H=SPAN HEIGHT C, f� �I •--_ --*--------------------------------------------------------------------------------------•----- THE WALL BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED IN RIGHT V(�/ ELEVATION. ` / /l T I O I `l ---- ' ACCORDANCE WITH TABLERR307.2.2.4. �( f� `+ 1 -------------------------------------------------------------------•------• ®� A.THVIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES - ' THE CIPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETERNING DEFLECTION LIMITS HEREIN. WINDOW PERFORMANCE DATA: ALL WINDOUJS SY ANDERSEN, SERIES 400 DOUBLE HUNG U=.31, SHGC=.29, DP 30, DUEL PANE CONT. RIDGE VENT A5 HAT SHINGLES TYP. 12 2 10 _ ID 12 ID di 000, -R z 00-1 _ O _N Lu W TOP OF PLATE - — — - z c� O p m N w LlLiLl Ll 0 x w FIRST FLOOR TOP OF FOUNDATION - — — - GRADE 1 1 ' � 1 x LL 1 ' ; 1 TOPOF FOOTING �'-------------------------------------------------------------------------------------------y' -------------------------------------------'---------------------------------------------------------------------••_--------------------- -------------------------------- � �� � •-------------------------------- -----------------------------------------------------------------------•----------------------------------' ►1— REAR ELEVATION =3 x � � � o z � O CONT. RIDGE VENT p- 12 _ lu cYl 12 S u- - — — — lu __-- - _- ENGINEER: 1 CEILING DRYWALL TAPED TO WALL DRYWALL - — DRYWALL CAULKED, GLUED OR GASKETED TO TOP PLATE — — — DRYWALL CAULKED, GLUED — — — — — —OR GASKETED TO BOTTOM PLATE =AS HALT SHINGLES TYP. NOTE: AT TUB/SHOWER LOCATIONS PROVIDE FULL HEIGHT GWB PRIORTO INSTALLING TUB ON OUTSIDE WALL BOTTOM PLATE CAULKED AIR SEAL PER DETAIL, THEN INSTALL OR GASKETED TO SUBFLOOR _ _ — — — - — — — JEFFREY T. BUTLER, P.E. UNIT, or SUBFLOOR GLUED, CAULKED OR - m - — — — — — - PLATE AT STUDY/PORCH 0 GASKETED TO RIM JOIST/RIM CLOSURE — _ _ O W RIM J015T/RIM CLOSURE CAULKED e - — — — - z O n PLATE AT MASTER BATH OR GASKETED TO TOP PLATE - — - PLATE AT GARAGE BUMP OUT w 0 a O DRYWALL CAULKED, GLUED OR GASKETED TO TOP PLATE w N W O Q 00 _l 4 m Q Z o N 0 DRYWALL CAULKED, GLUED OR GASKETED TO BOTTOM PLATE W j j = BOTTOM PLATE CAULKED Q O OR GASKETED TO SUBFLOOR - — — — — — - FIRST FLOOR �W CAULKED O M 0 U O SUBFLOOR GLUED, L ED R - TOP OF FOUNDATION Q GA5KETED TO RIM JOIST/RIM CLOSURE GRADE - — — — — — � � p 1 1 1 1 1 1 I 1 1 O LL _O RIM JOIST/RIM CLOSURE CAULKED m OR GASKETED TO TOP PLATE w W 4 Q,0 SILL PLATE INSTALLED OVER SILL GASKET ; ; ; ; ; ; ' r-------------------+_---_+, U N o 1 1 ± , D D D 1 •----• 1 I 1 1 1 Q Q a NOTE: SHADED COMPONENTS DESIGNATE % AIR BARRIER SYSTEM D D 1 1 1 1 1 I •!-------------------------- !--------------------------------! ---------------------------------L----------------------------------------------------------------------! ----!• FAGEW --------------------------- -------------------------------- ----------------------------------� --------------------------------------------------------------------- +---- - — — — — — - TOP OF FOOTING i + ' ,SIR SEALING DETAILS LEFT SIDE ELEVATION 2 ®f 9 TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESIVE STRENGTH (F'C) WEATHERINNG POTENTIAL TYPE OR LOCATIONS OF CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT 2,500 2,500 2,500 ` EXPOSED TO THE WEATHER 87'4" BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT 2,500 2,500 2,500 GARAGE FLOOR SLABS J J'0" 31'2" 14'6" BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS ANE2 500 3,000° /3,000n/ 30'8" OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE — 6'6 17 d 6'6" WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000°'E /3,500 FOR SI:I POUND PER SQUARE INCH=6.895 KPA. A.AT 28 PSI. B.SEE TABLE R 101.2(1)FOR WEATHERING POTENTIAL. C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BEATR-ENTRAINED CONCRETE 1N ACCORDANCE WITH FOOTNOTED. __________________ _________............... D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL ATR CONTENT(PERCENT BY VOLUME OF CONCRETE) r-------------- ___ , ------------------------- 281-1 SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. o° pa v° pd �° d• ' E.SEE SECTION R402.2 FOR MINTNIUM CEMENT CONTENT. • o _ 18" DIA x MIN 48" DEEP ° I " i o PROVIDE ANCHOR BOLTS AT EACH CORNER IB" DIA x MIN 48" DEEP OR TO UNDISTURBED SOIL ENTERLINE OF I 16 x 8 P,G, PIER, TYP, §RR310.1.1 MINIMUM OPENING AREA.ALL EMERGENCY ESCAPE AND RESCUE SIMPSON HDU 5 (TYPICAL) - SEE DETAIL SHEETS OR TO UNDISTURBED SOIL P,C, PIER WITH 6x6 ACQ DOOR ABOVE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET POST TO DECK GIRDER. PROVIDE 5/8" ANCHOR BOLTS 36" O,G, MAX, P.C. PIER WITH 6x6 ACQ (0.530 M2). ANCHOR PER DETAIL WITHIN I' OF EACH SPLICE IN SILL PLATE POST TO DECK GIRDER. � SHEET, TPP. "'` L'O' STO P ABOVE '�-` ' °> ' ' EXCEPTION:GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR SEE DETAIL SHEET FOR INSTALLATION ANCHOR PER DETAIL __________J_ , OPENING OF 5 SQUARE FEET(0.465 M2). _ 1 _ I I I ° I SHEET, TPP, ��, �+; 2-2x10 ACQ GIRDER, ,�� °a ' ' §RR310.1.2 MINIMUM OPENING HEIGHT.THE MINIMUM NET CLEAR OPENING HEIGHT I a ' SHALL BE 24 INCHES(610 MM). 10'0" 11'2" 10'0' U'U O ' ° D° I I I I p I §RR310.1.3 MINIMUM OPENING WIDTH.THE MINIMUM NET CLEAR OPENING WIDTH _ 1 @ I SHALL BE201NCHES(508 MM). -- ------------------------------ ----'�- '-------_LINE OF DECK ABOVE--------.1-- - — - — - — - ------ a-- +-- cv 2x8 AGQ LEDGsER- -+--------- ----------------------- - -+ _ p a° p' - - - -�—>� ti— - ----- -'-------- r I- - v v 4 v '. v v ° 4 v '. o ' IL: I 1 §RR310.1.4 OPERATIONAL CONSTRAINTS.EMERGENCY ESCAPE AND RESCUE ' (3) 2x10 AGQ GIRDER �� �� (3) 2x10 AGQ GIRDER �� �� (3) 2x10 ACQ GIRDER a o 0 4 ° N' N, O fn 1 I ----------------------- _________________________ I - OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE ' D ' v v I Z OF KEYS OR TOOLS. BEAM POCKET BEAM POCKET ' 1 1 /n i p i o i GROUT SOLID (j GROUT SOLID O I 1 m to I I r I f I � w I I i D i i d i I I CRfAWL - I I Q I ° I i °4 i [� O i D' i � SI TACE I I ' s i@ I I BEAM POCKET e I 00 HANDRAILS GROUT SOLID I v I I 31 1.7.8 HANDRAILS.HANDRAILS HAVING MINIMUM AND MAXIMUM D ; a ; ; ' 7'3" 7'4" 7'4" HEIGHTS OF 34 INCHES AND 38 INCHES(864 MM AND 965 MM), 0 5'8" 8" 3'4" p �, _ RESPECTIVELY,MEASURED VERTICALLY FROM THE NOSING OF THE r r , 1 " " " " ' I' a II ' 11 _ 13/4 x 11 l/8 _ _2- 1 3/4 x I1 l/8 _ 2- 13/4 x 11_l/8 _ _ + 2- 1 3/4" x II l/8 _ _2- 3/4 x II -1/_8 ' 2- 1 3/4 x 1 l/8 _ TREADS,SHALL BE PROVIllED ON AT LEAST ONE SIDE OF STAIRWAYS. _ ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL ; v _______________ _ D __ 2x10 ACQ LEDGER ____________________________, LVL GIRDER ~ —O LVL GIRDER ~— � LVL D ' 1—o- -� L CsIR Q ------- °------ ----------------------------------------------------- - 1 I 1 I GI Ef ~ 1 LVL GIRjDER 1 D R 1 1 I LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT - d D as ° p o - _ _ ° p o . .� , e P �a , p o - • a p p o a pa�a , p o - '� °_ a D �a , ` o • a p .tea p - '_______' '_______• '_______' ' ' DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY - a _ _ _ _ _ -----------�---- - I I --- ABOVE THE LOWEST RISER OFTHEFLIGHT.ENDS SHALL BE ,______________________________________ 1----- --- ------------- -----I I Q I 36X24 MIN, ' ' BEAM POCKET RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY _ 6'4" ' BEAM POCKET -1. mmmlll •-----• TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A _ w O ; GROUT SOLID I w r- GROUT SOLID SPACE OF NOT LESS THAN 1.5 INCHES(38 MM)BETWEEN THE WALL N w Wr ,n, ' I ul w I I U I v I U d) Ul - p p j 2-1 3/4" x 11 7/8" LVL I j AND THE HANDRAIL. w O 'q' x x'tY - ' J - — ' --' ' — - — - -_ '1 4 B I- /11 1/8 TJI 560 F.J. g 16 O.C. 00 x 311.7.9 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALL w Q w i � > o � it ► r _ BE OF ONE OF THE FOLLOV�ING TYPES OR PROVIDE EQUIVALENT (3 , -I _ ;,� _x ILL XI U , — 11. % LL GRASPABILITY. - I j 15'0" `' 20'5" "' 20'2" O = 1 x a � � 6'4" I O I I TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL I 1 I 1 1 , I • O w HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1 A INCHES(32 MM) -' D I cq I I ----------• 1 1 m N N � I < ' AND NOT GREATER THAN d 2 INCHES (51 MM). 1F THE HANDRAIL o i Ir I R IL PE COD I i D i cO Y r IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF tV AT LEAST 4 INCHES(102 MM)AND NOT GREATER THAN 6-1/4 INCHES °O i >v EXC,AVrATED CELLAR '-T- I -------- I I I = ° ' M r w ' /I1 7/8" TJI 560 F,J, 16" O.C, co O (160 MM)WITH A MAXIMUM CROSS SECTION DIMENSION OF ' 4" P.C, SLAB (3500 PSI) ON 4 MIL VINYL ' U ' r� / II '(/8" TJI 560 F,J, a 16" O.G. 2-I/4INCHES(57MM). _ ____ _ __ ________ D I I VAPOR BARRIER ON 4" COMPACTED � =1 O Q Z I _ ______ POUROUS FILL `) ' -'il •- ------------------ - - -----• v I TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES ' x o Q ' o x ' 'e , 6'4" ° (UNFINISHED) I'x r 'll IL , - xlw d o p n --------------- (160 MM)SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON ' - a - d- a p o _ p _ I a - - f 1 \I� ' O BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN 1----------------- ° 1 ® } WITHIN A DISTANCE OF 3/4 INCH(19 MM)MEASURED VERTICALLY ; ,• �,I ' ' ' 1 • I 0 4 , `-L------ ---------- FROM ---- ---------- FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A N _ ________________ --------- 4'x5'x5/8" F.C. GWS OVER DEPTH OF AT LEAST 5/16 INCH(8 MM)WITHIN 7/8 INCH BELOW THE o ° 1 1 1 FURNACE PER CHAPTER 13 I I WIDEST PORTION OF THE,PROFILE.THIS REQUIRED DEPTH SHALL - ; 1 OF THE 2010 RESIDENTIAL 9 11'/2" �- CONTINUE FOR AT LEAST 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT •--- ---• , ^ I 1 � I d I I I ' f CODE OF NYS LESS THAN 1-3/4 INCHES('45 MM)BELOW THE TALLEST PORTION OF ° I ___: I `--- `--- - (3) 1 3/4"x11 7/8" LVL F,J, ' l3) 1 3/4"x11 -1/8" LVL F,J, THE PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE _ _� _ �_ _ �_ _ _ _ p , I RECESS SHALL BE 1-1/4 INCHES(32 MM)TO A MAXIMUM OF ri i (3) 1 3/4"x11 "I/8" LVL F.J, �I r (Y UNDER BEARING WALL ABOVE 1 UNDER BEAR( G WALL ABOVE 1 2-3/4 INCHES (70 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF I UNDER BEARING WALL ABOVE A -'A ° x w -----• lu 0.01 INCH(0.25 MM). I I x (K o o _ _------- ' ° ' ---� , I 1 I CAI ------ ' ENGINEER: §R FO 0 � `", (3) 1 3/4"Al l/8" LVL F.J. � ' (3) 1 314"xll �/8" LVL F.J. � 3 3 STEEL COLUMN � 4 � � � FOUNDATION WATERPROOFING AND DAMPPROOFING i ,---- -.r _ _ _ _ _� �_ _— _ _ _ =-s--- ON 30"x30"x12" POURED §RR406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING.EXCEPT WHERE 'UN ER BEARING WALL ABOVE 1 I UNDER BEARING WALL ABO E' ' REQUIRED TO BE WATERPROOFED BY§RR406.2,FOUNDATION WALLS THAT RETAIN CONCRETE FOOTING, TPP. i � ; ' ' O °V i ' I 1 EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL --------- EARTH ' BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. ' ' MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH(9.5 MM)PORTLAND CEMENT i , _ — _ — - — - 2-1_3/4" x II l/8" L_Y�_ `--- -- I I /8" TJI 560 F,J, 16" O,C, N `4 ' i i (Y PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE , e 1 �I J1C �� �, 1 1 } Lu DAMPPROOFED WITH A BITUMINOUS COATING,3 POUNDS PER SQUARE YARD(1.63 KG/M2) � � D ,V , � 13 OF ACRYLIC MODIFIED CEMENT, 1/8-INCH(3.2 MM)COAT OF SURFACE-BONDING MORTAR 1 11 '1/8" TJI 560 F.J. 16" O.C. xl a /II 7/8" TJI 560 F,J. 16" O.C. = A ' UNEX�AV ATED GARAGE I ' COMPLYING WITH ASTM C 881 OR ANY MATERIAL PERMITTED FOR WATERPROOFING IN N �> i'' d,V °O x §RR406.2.CONCRETE WALLS SHALL BE DAMPPROOFED,BY APPLYING ANY ONE OF THE I J ° '� 4" P,G, SLAB ABOVE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING ' 'v I 2]'4" } 20'S" 16'9" °a i I � 6"x6" 10/10 W.W.M. � MATERIALS LISTED IN§RR406.2 TO THE EXTERIOR OF THE WALL. I � I ti �I J i � i CN 4° POUROUS FILL p I 1 BEAM POCKET 3'2 I , §RR406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING.IN AREAS WHERE A i i r--- --, C"4 , GROUT SOLID I PITCH TO O.H.D. - ' ' HIGH WATER TABLE OR OTHER SEVERE-SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, °v i ' ' T. •------ ------------- ----- ------------------------------------------- JEFFREY T BUTLER, P E. EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE i i 1 f • - - . ' ' SPACES LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING I I °� °� o• v a o v a °� o. v a o v a °� ' ' FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. THE MEM13RANE SHALL i I I --•--E----------------------------------------------- ---------------------------, CONSIST OF 2-PLY HOT-MOPPED FELTS,55 POUND(25 KG)ROLL ROOFING.6-MIL ;__ __; ' 2X10 ACQ LEDGER (0.15 MM)POLYVINYL CHLORIDE.6-MIL(0.15 MM)POLYETHYLENE OR 40-NIIL(I MM) c0' ° W POLYMER-MODIFIED ASPHALT. THE JOINTS IN THE MEMBRANE SHALL BE LAPPED AND ; ; 11 "!/8" TJI 560 F,J, f 16" O,G, SEALED WITH AN ADHESIVE COMPATIBLE WITH THE WATERPROOFING MEMBRANE. r-� =I 0 ' o U O i0l x,JY O 1 I G EXCEPTION:ORGANIC SOLVE BASED PRODUCTS SUCH AS HYDROCARBONS, PI - "`'1 ' ' V= ' ' ' W LL BEAM POCKET ' ' O CHLORINATED HYDROCARBONS,KETONS AND ESTERS SHALL NOT BE USED FOR ICF c� i 4 i Q WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. PLASTIC ROOFING CEMENTS, GROUT SOLID SEAM POCKET BEAM POCKET ACRYLIC COATINGS,LATEX COATINGS,MORTARS AND PARGINGS ARE PERMITTED TO o ' ' N' i GROUT SOLID ` GROUT SOLID"to_mi d BE USED TO SEAL ICF WALLS. COLD SETTING ASPHALT OR HOT ASPHALT SHALL ° ------------------CONFORDI TO TYPE C OF ASTM ll 449. HOT ASPHALT SHALL BE APPLIED ATA a ,v _(3)2x1_ ACQ_GIRDE_R,��___�_` (3) 2_x10 AC_Q GIRD_ER, _ %(3)_2x10 A_CQ IR_DER� % (3) 2x10 ACQ I W °1 TEMPERATURE OF LESS THAN 200 DEGREES. i d °---------- ---------- - v �a - `--- -------------------------- + -- -- --cam-r---- --- __--~O-+ -- -—�_ --- -- --- ' I -1 o •--------o a v a v v a p ° • .[INE OF DECK-ABOVE `_-' I ° I, i i n' z zl z $ §RR406.3 DAMPPROOFING FOR WOOD FOUNDATIONS.WOOD FOUNDATIONS ENCLOSING > • °� - - D • • ' i i ° i .• i i O IL.. 1Il 41 HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED IN ---'-v----- ---------' `------------'-------- s1 ------------------ I 1 (V I • ' ------ ° ACCORDANCE WITH§RR406.3,1 THROUGH§RR406.3.4. o , d �------------------ 6' __________ N I C1 6' 11" 6' 11" 6' 11" 6' 11" uj O §RR406.3.1 PANEL JOINT SEALED.PLYWOOD PANEL JOINTS IN THE FOUNDATION i - o• v a p v a .v -• , i WALLS SHALL BE SEALED FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF �--------------------------- 1 � � PRODUCING A MOISTURE-PROOF SEAL.UNDER THE CONDITIONS OF TEMPERATURE AND ' ' � W I~- O MOISTURE CONTENT AT WHICH IT WILL BE APPLIED AND USED. ' 1 §RR406.3.2 BELOW GRADE MOISTURE BARRIER.A 6-MIL-THICK(0.15 MM) I Pae W 1- v POLYETHYLENE FILM SHALL.BE APPLIED OVER THE BELOW-GRADE PORTION OF FOUNDATION FLAN�I ' ' 1 I � 0 O EXTERIOR FOUNDATION WALLS PRIOR TO BACKFILLING. JOINTS IN THE co POLYETHYLENE FILM SHALL.BE LAPPED 6 INCHES(152 MM)AND SEALED WITH ;o ' I I fj ADHESIVE. THE TOP EDGE OF THE POLYETHYLENE FILM SHALL BE BONDED TO THE 01 SMOKE DETECTOR ° I 0 _ ° I I SHEATHING TO FORM A SEAL. FILM AREAS AT GRADE LEVEL SHALL BE PROTECTED INTERCONNECT PER CODE I I N I I O U- (3 O O FROM MECHANICAL DAMAGE AND EXPOSURE BY A PRESSURE PRESERVATIVELY TREATED °v O =' I 1 0 LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL INCHES ABOVE FINISH CARBON MONOXIDE DETECTOR D, I 1 GRADE LEVEL AND EXTENDING APPROXIMATELY 9 INCHES(229 MM)BELOW GRADE. � ONE PER FLOOR -----------"sv----- i-------------------° THE JOINT BETWEEN THE STRIP AND THE WALL SHALL BE CAULKED FULL LENGTH I - - N PRIOR TO FASTENING THE STRIP TO THE WALL. OTHER COVERINGS APPROPRIATE TO ' • C o a I °o• -_v 4 0• v a °� , j W Z ------------------- ° i -- ----------' O a THE ARCHITECTURAL TREATMENT MAY ALSO BE USED. THE POLYETHYLENE FILM c i ° I o f U m o SHALL EXTEND DOWN TO THE BOTTOM OF THE WOOD FOOTING PLATE BUT SHALL NOT N -----------------------------, D I C OVERLAP OR EXTEND INTO THE GRAVEL OR CRUSHED STONE FOOTING. c v 0 Q v < I §RR406.3.3 POROUS FILL.THE.SPACE BETWEEN THE EXCAVATION AND THE '------------------------------------ FOUNDATION WALL SHALL 13E BACKFILLED WITH THE SAME MATERIAL USED FOR " FOOTINGS,UP TO A HEIGHT OF I FOOT(305 MM)ABOVE THE FOOTING FOR WELL- DRAINED SITES.OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED PAGE :SITES. TINE POROUS FILL SHALL BE COVERED WITH STRIPS OF 30-POUND(13.6 4'0" 8'4" 4'0" 5'4" 13'0" 27'8" 6'6" ]2'0" 6'6" KG)ASPHALT PAPER OR 6-MIL(0.15 MM)POLYETHYLENE TO PERMIT WATER SEEPAGE FFE WHILE AVOIDING INFILTRATION OF FINE SOILS. §RR406.3.4 BACKFILL.THE REMAINDER OF THE EXCAVATED AREA SHALL BE 87'4" BACKFILLED WITH THE SAME TYPE OF SOIL AS WAS REMOVED DURING THE F_XCAVATION. R311.7 STAIRWAYS. R311.7.1 WIDTH.STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES(914 MM)IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT.HANDRAILS SHALL NO'i PROJECT MORE THAN 4.5 INCHES 0 14 MM)ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT.INCLUDING TREADS AND LANDINGS.SHALL NOT BE LESS THAN 31.5 INCHES(787 MM)WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES(698 MM)WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. EXCEPTION:THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.5.8. R31 1.7.2 HEADROOM.THE MINIMUM HEADROOM IN ALL PARTS OF THE 87'4" STAIRWAY SHALL NOT BE LESS THAN 6 FEET 81NCHES(2036 MM)MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING 11,0„ 31'2" 14'6" 30,8,. OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM. R311.73 STAIR TREADS AND RISERS. 5'6" 5'6" 5'5" 15'9" J0,0,. 7,6,. 7'0" 6'6" 17'8" 6'6" R311.7.3.1 RISER HEIGHT.THE MAXIMUM RISER HEIGHT SHALL BE 81/4 INCHES (209 MM).THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(9.5 MM). R311.5.3.2 TREAD DEPTH.THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - (229 MM).THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN TW3052-2 TW3052-2 THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT I � TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(9.5 MM).WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES(254 MM)MEASURED AS ABOVE ATA I ` 2-2x10 HDR. N HES 305 MM FROM THE SIDE WHERE THE TREADS ARE NARROWER. I Q o W,1,c, 2-2x10 HDR, / POINT I,.I C ( ) WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES(152 MM) I ` N :4 AT ANY POINT.WITHIN ANY FLIGHT OF STAIRS.THE GREATEST WINDER TREAD 12'p' x 5'0 , I 12,0.. DEPTH AT THE 12 INCH(305 MM)WALK LINE SHALL NOT EXCEED THE SMALLEST di BY MORE THAN 3/8 INCH(9.5 MM). STEPS STEP I ` U V BEDROOM "3 I o R31 1.7.3.3 PROFILE.THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER THAN 9/16 INCH(14.3 MM).A NOSING NOT LESS °� AND RAIL ( ` O - THAN S INCH E O BUT NOT MORE THAN I I/4 INCH(32 NO SHALL T PER CODE U O 9 O GLCs HCxT ' I `� ( ) I o BEDROOM 02 - -, I �, PROVIDED ON STAIRWAYS WITH SOLID RISERS.THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE 5/4"x6" GGA I , �4 9'O° GLCs. HST. oa ' �' THAN 3/8 INCH(9.5 MM)BETWEEN TWO STORIES,INCLUDING THE NOSING AT W,1.C. THE LEVEL OF FLOORS AND LANDINGS.BEVELING OF NOSING SHALL NOT DECKING I c @ ��,✓ `t U EXCEED 1/2 INCH(12.7 MM).RISERS SHALL BE VERTICAL OR SLOPED FROM THE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ +/ REQ Y \ �x I TO TIE R UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT TW3052-2 PS6161 I L �. TO R.R, m �i� `' O ")��' + TO TIE J I MORE THAN 30(0.51 RAD)DEGREES FROM THE VERTICAL.OPEN RISERS ARE _ _ _ _ _ _ _ _ __ _ _ _ _ PERMITTED.PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT I ' - - - - - - - - - - - \ THE PASSAGE OF A 4-INCH DIAMETER(102 MM)SPHERE. !4J 13/4 xll VS LVL HDR. (4) 13/4 xll T/8 LVL HDR. (4) 13/4 x0 VB LVL HDR. 2-2x10 HDR. ` C4 ' 2-2x10 HDR. J p'p 11'2" J 0'0" \ \ / EXCEPTIONS: I � Q Q I SITTING: ROOM 2x12 R.R. e 16 O,G, C � � 2x12R.R. 4 16' O,G, I. A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF I , 9'O" CLCD, PST, 2-R.R. - - - _ ` - - �_� _ _ _ � _ f- _2-R.R. _ - - - _ I � ]]INCHES(279 MM). I \ U u U - — 9'8" 2'0' O° O _ 0" - 9'8" I o ` p O 0 U 2-2x10 HDR. 4" V' -2x10 HDR, I �' m 2. THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH A 10'0" _ = 31'2" 14'0" TOTAL RISE OF 30 INCHES(762 MM)OR LESS. 2'4" 2'4" I <n c I o 0 ^ - R311.7.4 LANDINGS FOR STAIRWAYS.THERE SHALL BE A FLOOR OR LANDING AT Q o o tX ? REAR PORCH - THE TOP AND BOTTOM OF EACH STAIRWAY. �x•4 u X �, U a (K BATH BATH o Lu REV. G,J,� `� N r, ro 5/4"x6" DEGKINS BREAKFAST \/ o +�� p p EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR I x x TO 1 i o 9'O CLCs, HST. Cl � 6.0. = c 9 0 CLCs. HCsT.'^ TUB/ 8` �, o N ` `� N 9'O" GLCs. HST, /\ 'n 8a rt O I O SHOWER i m FLIGHT OF STAIRS.PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. I TO R.R. A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12 FEET L C `C v BALLOON FRAME TO 12'I 1"A.F.F. \�C LAV CLO,'m 1 N Lqy (3658 MM)BETWEEN FLOOR LEVELS OR LANDINGS. I `�!p CLQ, SHOWER W.C. " ' 4'0" O°° C. POST - - + - THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE STAIRWAY SERVED. I HIP PS6161 I L TW3052 PS6161 J L TW3052 lz - EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES(914 MM) I - I 2-2x10'HDR. MEASURED IN THE DIRECTION OF TRAVEL. I IrlI I POST \ 2xl2 R,R, 0 2-2x1 HDR. 2-2x1 HDR. 2-2x10 HDR. 2-2x10 HDR. 2-2x10 HJR. o I I VALLEY 16 O.C. 0I = 6'4" fY 2x10 C.J. 16 O.G. R311.7,5 STAIRWAY WALKING SURFACE.THE WALKING SURFACE OF TREADS AND I D I I O v LAUNDRY LANDINGS OF STAIRWAYS SHALL BE SLOPED NO STEEPER THAN ONE UNIT N \ i I � Q o f I 1 1 `�' o MUD ROOM N I 9'0" cL�, Her. VERTICAL IN 48 INCHES HORIZONTAL(2-PERCENT SLOPE). I o m ` O - C+ _ x ' M \ n I I z ;o „ \ r INSULATE A R311.7.6 HANDRAILS.HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE ' x I I Ndellac. 9'O CLC, HCsT.OF EACH CONTINUOUS RUN OF TKEAUS OK FLIGHT WITH FOUR OK MOKE KISEKS. I OC rx,' ` �- _ IoPREFAB, ZERO CLEARANCE ' ' ;o R311.7.6.1 HEIGHT'.HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED I , MASTEf� BEDROOM o ' u -PLANE ADJOINING THE TREAD NOSING.OR FINISH SURFACE OF RAMP SLOPE, @AS D.Y. FIREPLACE ca '' U u o c X SHALL BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES 9'O° C HCsT, �q ' -7 MWITH 20 RAISED HEARTH -- -- Axl "� I �x o O O(965)\1M), o i �p . @ PER CODE (NFPA 211) ; ; IL E IC D N i = LLR311.5.6.2 CONTINUITY.HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR 1 PROVIDE FRESH AIR INTAKE ' 1 .W. cli 11114'0" 6" 5' 10" o 9'8" x L 2x8 G.J. AND GLASS DOORS PER CODE, � � � THE FULL LENGTH OF THE FLIGHT.FROM A POINT DIRECTLY ABOVE THE TOP RISER I:t s 16 O.C. OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. I _ x VERIFY SIZE HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR ' \ o cv 1 N _ ' ;o I . �D � �D SINK 1 2'4" ` o O N. z D I � � -- SAFETY TERMINALS.HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF .^m. ,a 1 2-2x10 HDR (�• Y� in VENT W N NOT LESS THAN 11/2 INCH(38 MM)BETWEEN THE WALL AND THE HANDRAILS. ' ' G i TO EX I f 15'0" _ 20'0" 1 1 4 EXCEPTIONS: 0 KITCHEN 3'0" I 0 \D 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT I - 2x12 R,R. g 16" O.G. ` "' u_ � ; 2-2x10 HDR. � � R-?1 INSULATION I 9'O" CLG, HCsT, , �ry � X THETURN. I ' - - _ - 2X12 RIDSE_ N O O 2. THE USE OF A VOLUTE,TURNOUT,STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. I C' u �� 1 WALK-IN z I N CfJ R311.7.6.3 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALL BE OF ONE I FEY C.J. / X GREAT ROOM 0/ 1 6 PANTRY \` I `� OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. I TO TIE / 12'10 GLCs. H.CsT / I - 1 1 Q cry \ 1 _ _ � \ 2x12 R.R. g 16" 0,(:, I � O TO R. W.I.C, ' REF.-- -------- ----• 1. TYPE I.HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN POST ' /' , ` ' - 3'0� - BEARINCs WALL z ` I 'I' OUTSIDE DIAMETER OF AT LI-AST 1 1/4 INCHES(32 MM)AND NOT GREATER I 3'0" HIP / - - - _ cv \ I ^l THAN 2INCHES(51 MM).IF THE HANDRAIL IS NOT CIRCULAR IT SHALL HAVE I U - - - - 2-2x10 H \5I A PERIMETER DIMENSION OF AT LEAST 4INCHES(102 MM)AND NOT GREATER - - - - - D % 2-2x10 HDR. - (X THAN 61/4 INCHES(160 MM)RTTH A MAXIMUM CROSS SECTION OF DIMENSION I o O 2-2x10 HDR. / 5>p" ° / Q, 14'0" I I - 5'2" 24'0" I j-�- OF 21/4 INCHES(57 MM). I 6'0" `-fl 3'8" 53 0" 5'8" I Q ' (I I % ` N 2. TYPE II.HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES I ® (X pC c 1 r I / 2x12 R.R. 0 16" O,G, cx1 2x12 R, g I O.G, -i p Q , I I ui r G.O. . (LAYOVER) ' (LA OYER) (160 MM)SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES oo I Lj - o - �, 16'6" ' 27'2" ` OF THE PROFILE.THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF I O 0 2-2x1 HDR, (3) 2x12 u 12'11" A.F F_ u N N ;D - -I- - w `` A I W 3/4 INCH(19 MM)MEASURED VERTICALLY FROM THE TALLEST PORTION OF x x x W,I.C, o DININN ROOM o I a x a ENGINEER: THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/15 INCH(8 MM)WITHIN I BEARINS WALL / ' I I� _ Qr N N , 7/8 INCH(22 MM)BELOW THE WIDEST PORTION OF THE PROFILE THIS REQUIRED 12-2x10 HDR.`" o Q Q I I I I 9'O" Cl- HCxT, 'Q , DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH(10 MM)TO A LEVEL THAT IS 2'6" o Q - > p - NOT LESS THAN 13/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE I ' F iv O � N p V 1 o I I-1 z (� ' "{i, I O PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL I / �E, rx1 STUDY x O LL FOYER o 1 1 i-j` ti ' / I c I (L BE 11/4 INCHES(32 MM)TOA:S1AXIMUM OF 23/4 INCHES(70 MM).EDGES SHALL I �Q W C O O "' 9'0" CLS. PST. \ti `" � Q 12'1 " CLCs. H. T^ I I X CSG � Q `D I� , ' `C� HAVE A MINIMUM RADIUS OF 0.01 INCHES(0.25 MM). o o :� V Q o c0 N Q W.G. ,/ O oo ;iv 1 1 I ` Z 1 V\ S R311.7.7 ILLUMINATION.ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION I ® ,v O = I I m % IN ACCORDANCE WITH SECTION R303.6. ( n�qJ/ O ID oo / V @ I 1 I -, (Li 2x10 C.J. +�. %\ ` 5'0" @ �x 7>'6„ I (K v ` D Q g i6" O,G, / ` oo / o i.� 1 o - �\ \i In o v u 1 TOP OF PLATE\- 2-11" I MASTER' •� TUB/ O I 2x12 R.R. / ` \� 2x12 R.R. SHOWER / ^ N I 3-2x10 HDR, j A `" a 16" D.G. \Q BATH ' g 16" O,G. - - — - 2-2x10 HDR. - g o, cL�, Her. `s,, 1 JEFFREY t BUTLER, P.E. 4,0,� r 1068-3068-1068 TWT3010-3 � � \ � I ry 1 �? Ftp CSC ' 6 TW3052-3 v 3 CAR GARAGE %In I p m � O S �- 1 r I /� ` \Sr 5'8" 12'0" - w - 2 / 5/8 F.C. CsW13 ON WALLS / AND CEILINCs PER CODE I . - W F- in r ' 4 FRONT PORCH _ ID L) x 3 2x12 R.R. 2x12 R.R. @ cp o o ��' U 8 \ \` I B/4 x6' DEGKINCs / W \ ^ I O /• `\ ``m W,I,G, O g 16" AI g 16" O,C, (4)2x6 ll (4) 2x6 I I z a /, x POST / O \ �I ` A N x POST � 14" TJI B60's 16" O,C, I w a N XI ry 0 z cx, TUB o ` l�llsw , (4) 1 3/4"KI1 1/8" LVL HDR. (4) 1 3/4"x11 7/8" LVL HDR. 4)1 3/4"xll v8" LVL HDR. /� w HOWER 2-2xIOHDR. - - - - - - - - - - - - - - - - - - - - - - - - - ' _(3) /_4"x9 1 4" LVL SET_ ' ` Q Zxi2R. - - - - - � 31 - - - - - - - - - - - - - - - - - - - - - - - - - - -/- I . TWT-0 0 I Z m / 'm 16" O.G, g 16" 0,C, \ - I TW3052-2 1 z x 1 � d o �- - -- - - Y 2-2x10 HDR. Y - - - - - - - - - - - - - - - - - - - - 10" SQUARE 1 N O I ) .4 m tv H 4G COLUMN, TYP. o ° q I ANCHOR PER DETAIL I 2x12 R.R. 16" O.C. 2x12 R,R, g 16" C. I w 5 Q 1 TWT 1 2 I I (FRAME FIRST) ' (FRAME FIRST cLu L - - - - - _ - 46=2- - - - - - , PLATE HEIGHT-10'8" Q ]- Q (TEMP) 7' 1J" 14'4" I ~ 5,5,. I I � "q 2410" 0 I I Lij }- I 1 I U O I i I 0 u cin o I ' I 0 O (3) 2x101UPSET_ — - ' I z - - - - - - - - - gym 2-2xIOHDR, � r - - - - - - - - - ' o W w 2x6 R.R, 2x6 R.R. (I U N o FIRST FLOOR RL,41�1 16" O.C, I C12-3 I 'm 16" O.C. ' - - - - - - - - - - - - - - - - - - - --' LIVING: AREA = 3,048 50,FT, GARAGE AREA - 913 SQ.FT, FRONT PORCH - 16(o SQ,FT. 4'2" 4'2" 6'6" 6'6" 3'9" 11'3" 12'8" 6'0" J. 6'0" REAR PORCH - 328 80,FT, SMOKE DETECTOR , " PAGE : 4 0" 8'�(" 4 0" 5'4" 13'0 27'8 6'6" 12'0" 6'6" INTERCONNECT PER CODE e CARBON MONOXIDE DETECTOR4 O f 87'4" ONE PER FLOOR TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES 311 - a" VTR--- - FASTEN SHEATHING TO TRAP SIZE MIN. --- - - --- HEADER WITH 8D COMMON - . PLUMBING FIXTURE -------------------- ---------------------- 3" NAILS, 3" GRID, . ' ' (3) 13/4"x11 1/8" LVL HDR (INCHES) ------------ � � � � -----------_ I I/2 ---- ' --------- 1 oIL BATHTUB(WITH OR WITHOUT SHOWER HEAD 1 1 11 --- I/4" G ..... ..... - ' � ' ' '2 , „ 12u '2" i 2" '2u � 1 � -.--___ STRAP (BOTH SIDES) AND/OR WHIRLPOOL ATTACHMENTS 11 ' 11 1 �� , 1 ;2" -11---__ i2 i3u i 3n 12 ,2 i i3 1 1 i ' 1311 i2n i i n � - (8) IOD NAILS, STUD 3 2° ' n (8) IOD NAILS,HEADER/TOP PLATE BIDET 11/4 LAv i i 1 1 LAV ! 1 ' 1 LAY ! 1 LAY i i2 W.C. I T ', ! W'C' TUB/ SINK ' W,C, ! W.C. ! i TUB/ 1/2 GDX SHEATHING WITH CLOTHES WASHER STANDPIPE 2 TUB SHOWER SHOWER SHOWER SHOWER WASHER 8 D COMMON NAILS,3" FIELD SEPARATE TRAP 1 1/2 MAIN FLOOR21 u Fo ,W, L 3" O.C. PERIMETER, DISHWASHER(ON ) 3" 311 2" 2" 2" 3° 2" 3" 2" 21' 3" 2" SIMP50N HDU 5 FLOOR DRAIN 2 2 2" 2" 5/8" ANCHOR BOLTS 32" O.G. MAX, WITHIN I' OF EACH SPLICE IN SILL PLATE KITCHEN SINK(ONE OR TOW'TRAPS,WITH OR 1 1/2 WITHOUT DISWASHER AND FOOD WASTE DISPOSER) FAI 3" SEE DE SHEET FOR INSTALLATION __ LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 1 1/2 3 " LAVATORY 11/4 SECTION P3103 1 SHOWER(BASED ON THE TOTAL FLOW RATE VENT TERMINALS t THROUGH SHOWERHEADS AND BODY SPRAYS) P3103.1 ROOF EXTENSION: 1 TO AN APPROVED GARAGE FOR I A L DETAIL FLOW RATE: 4,. 1 SANITARY SEPTIC 5.7 GPM AND LESS 1 1/2 OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE ' SYSTEM MORE THAN 5.7 GPM UP TO 12.3 GPM 2 TERMINATED NOT LESS THAN 6 INCHES(152mm)ABOVE THE MORE THAN 12.3 GPM UP TO 25.8 GPM 3 ROOF OR 6 INCHES(152mm)ABOVE THE ANTICIPATED SNOW MORE THAN 25.8 GPM UP TO 55.6 GPM 4 ACCUMULATION,WHICHEVER IS GREATER.WHERE A ROOF IS TO BE USED FOR ASSEMBLY AS A PROMENADE,OBSERVATION FLUMaI�I (� t ) I ` G RISER DIAGRAM (NTS) �I1 `� I SJ FOR SI: 1 INCH=25.4 mm, I FOOT=304.8 mm. DECK OR SUNBATHING DECH OR FOR SIMILAR PURPOSES, OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET (21341n1n)ABOVE THE ROOF. z �i O P3103.2 FROST CLOSURE: WHERE THE 97.5 PERCENT VALUE FOR OUTSIDE DESIGN w TEMPERATURE IS 0 DEG.F(-1 S DEG.C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL NOT BE LESS THAN 3 INCHES (761nm)IN DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN I FOOT(304.8mm)INSIDE THE THERMAL ENVELOPE OF THE BUILDING. z 0 cn w 0 } m w O x ]8' 2" W w m R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND CEILING FINISHES. R302.11.1 FiREBLOCKING MATERIALS. FLAME SPREAD AND SMOKE DEVELOPED INDEXES TOR WALL AND CEILING EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4,FIREBLOCKING SHALL FINISHES SHALL BE IN ACCORDANCE WiTH SECTIONS R302.9.1 THROUGH R302.9.4 CONSIST OF THE FOLLOWING MATERIALS. R302.9.1 FLAME SPREAD INDEX. 1.TWO INCH(51 MM)NOMINAL LUMBER. WALL AND CEILING FINiSHES SHALL HAVE A FLAME SPREAD INDEX OF NOT l x8 R.R. 2X8 GREATER THAN 200. 2.TWO THICKNESSES OF 1-INCH(25.4 MM)NOMINAL LUMBER WITH m 16" O,C!7 m 16" O,G, EXCEPTION:FLAME SPREAD I;VDEX REQUIREMENTS FOR FINISHES BROKEN LAP JOINTS. 111 SH.-�IL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS, BASEBOARDS AND HANDRATI S;TO DOORS.AND WINDOWS OR THEiR 3.ONE THICKNESS OF 23/32-INCH(183 MM)WOOD STRUCTURAL Q FRAMES;OR TO MATERIALS THAT ARE LESS THAN 1/28 INCH(0.91 MM) PANELS WITH JOINTS BACKED BY 23/32-INCH(19.3 MM)WOOD IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS STRUCTURAL PANELS. _IF THESE MATERIALS EXHiBTT FLAME SPREAD INDEX V AL'JES NOT x x GREATER THAN THOSE OF PAPER OF THIS THICKNESS CFAIENTED 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITH N TO A NONCOMBUSTIBLE BACKING. JOINTS BACKED BY 3/4-INCH(19.1 MM)PARTICLE-BOARD. /�, v R302.9.2 SMOKE-DEVELOPED INDEX. 5.ONE-HALF-INCH(12.7 MM)GYPSUM BOARD. x WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, 6.ONE-QUARTER-INCH(6.4 MM)CEMENT-BASED MILLBOARD. q LL R302.9.3 TESTING. 7.BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER Oft OTH31t TESTS SHALL.BE MADE 1N ACCORDANCE WITH ASTM E 94 OR U 723. APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE R.'02.9.4 ALTERNATIVE TEST METHOD. SECURELY RETAINED IN PLACE. AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER R.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANC_ R THAN 450 O � O THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATS WiTH ASTM E 119 OR UL 263,FOR THE SPECIFIC APPLICATION. WHERE TESTED IN ACCORDANCE WTTH ASTM E 84 OR UL 723,WALL AND _ (- CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE R302.11.1.1 BATTS OR BLANKETS OF MiNERAL OR GLASS FIBER. CV WiTH NF-PA 286.MATERIALS TESTED IN.ACCORDANCE WiTH NEPA 286 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPR01'ED NOTE: CENTER REVERSE VER DOOR BELOW 1- SHALL MEET THE FOLLOWING CRITERIA: NON RIGID MATERIALS SHALL BE PER PERMITTED FOR COMPLIANCE'IVFFHcq O THE 10-FOOT(3048 DIM)HORIZONTAL FIREBLOCKiNG iN WALLS O THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. 1. DURING THE 40 KW EXPOSURE,FLAMES SHALL NOT R302.11.1.2 UNFACED FIBERGLASS. IL E D X SPREAD TO CEILING UNFAC'ED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL 100,11 dwOLu O FiLL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREDITTY NOT LESS THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE C z ANY WALL OR CEILING. PIPING CONDUIT OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE OF THE SAMPLE ON A , 1 • INSULATION SHALL BE RACKED TIGHTLY AROUND THE OBSTRUCTION. 3.FLASHOVER,AS DEFINED iN NFPA 286,SHALL NOT OCCUR. O 830^_.11.13 LOOSE-FILL INSULATION MATERIAL.4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST'SHALL LOOSE-FILLiNSULATiON MATERIAL SHALL NOT BE USED AS A FTREBLOCK 1 O N n, O UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR 2-2x10 1-IDR. USE TO DEMONSTRATEEATE ITS ABILITY TO REMAIN IN PLACE AND TO NOT EXCEED 800 KW. 5.THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT RETARD THE SPREAD OF FiRE AND HOT GASES. i EXCEED 1,000 M. R302.11.2 FiREBLOCKiNG INTEGRITY. R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX MR INSULATION. THE INTEGRITY OF FIRE-BLOCKS SHALL BE MAINTAINED. 1 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATiOY SHALL BE TNJlu u ACCORDANCE WITH SECTIONS 8302 10.1 THROUGH 8302.10.5. R302.12 DRAFTSTOPPTNG. LN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE 2s 1 i R302.10.1 INSULATION. AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY,DAFfSTOPS C ' INSULATION MATERIALS,INCLUDING FACINGS,SUCH AS VAPOR RETARDERS.AND SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEA 1 ED SPACE DOES NOT N BONUS ROOM VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, EXCEED 1,000 SQUARE FEET(92.9 M).DR.AFFSTOPPTNG SHALL DIVIDE THE V LL Gt�1 I ROOF-CEILING ASSEMBLIES,WALL ASSEMBLTES,CRAWL SPACES AND ATTICS SHALL CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE THEASSEMBLY d 8'O' GICs, HCsT. ENCsINEER: HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN DRAFFSTOPPiNG SHALL BE PROVIDED IN FLOOR CEILING ASSEMBLIES UNDER THE V O Q i ACCORDANCE WiTH ASTM E 84 OR UL 723. FOILOWING CIRCUMSTANCES: x cm @ r o EXCEPTIONS: 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 23'2" � I.WHERE SUCH MATERIALS ARE INSTAL J IN CONCEALED SPACES, re THE FLAME SPREAD INDEX A14D SDIOKE-DEVELOPED INDEX 2.FLOOR FRAMING iS CONSTRUCTED OF TRUSS TYPE OPEN-WEB OR PERFORATED t LIMITATIONS DO NOT APPLY'FO THE FACINGS,PROVIDED THAT THE MEMBERS. .� I i VI/1� 1 e- FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING,FLOOR OR WALL FINISH. R302.12.1 MATERIALS.DRAFTSTOPPTNG MATERIALS SHALL BE NOT LESS THAN 1/2-INCH(12.7 MM)GYPSUM BOARD,3/8"-INCH(9.5 MM)WOOD STRUCTURAL 1 ' 2.CELLULOSE FIBER LOOSE-FILL INSULATION,THAT IS NOIT SPRAY PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. �(L J 1 APPLIED,COMPLYING WiTH THE REQUIREMENTS OF SECTION DRAFTSTOPPTNG SHALL BE INSTALLED PARALLEL TO THE FLOOR FRADITNG MEMBERS Al 1 R302.103,SHALL NOT BE REQUIRED TO MEET THE UNLESS OTHERWISE APPROVED BY THE BUILDING OFFiCTAL THE INTEGRITY OF SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 AND SHALL THE DRAFTSTOPS SHALL BE MAINTAINED. ---------- 132 _BE REQUIRED TO MEET A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED IN ACCORDANCE WITH R302.13 FIRE PROTECTION OF FLOORS.CAN/ULC S 102.2. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BElet PFIRE-RESTSTANCE RATED,SHA1L BE PPROVTDED WITH A 1/2-INCH(12.7 NIM) t ' JEFFREY T. BUTLER, P.E. 3.FOAM PLASTIC TNSULATiON SHALL COMPLY WiTH SECTION 8316. GYPSUM WALL-BOARD MEMBRANE,5/8-INCH(16 MM)WOOD STRUCTURAL PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. 1 1 , PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS,LIGHTING, R30'-.10?LOOSE-FILL INSULATION. LUMINARIES,WiRES,SPEAKERS,DRAINAGE,PiPiNG AND SIMILAR OPENINGS OR M ' LOOSE-FILL INSULATION MATERIALS THAT CANNOT 8E MOUNTED IN THE ASTM PENETRATIONS SHALL BE PERMITTED. E 84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS ' 1 O w f Y SHALL COMPLY WITH THE FLADIE SPREAD AND SMOKE-DEVELOPED LIMITS OF EXCEPTIONS: 1 m SECTION R302.10.1 WHERE TESTED iN ACCORDANCE WITH CAN/ULC S 102.2. ' 13 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY ' 1 O o ' ZIV EXCEPTION:CELLULOSTC FiBER LOOSE FiLL INSULATION SHALL NOT BE AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN/ULC S 102?, NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM ' W 13 Q PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF a SECTIONS R302.10.1 AND R30`2.10.3. (2) 2X HDR, ; .FLOOR ASSEMBLIES LOCATED DIRECT-LY OVER A CRAWL SPACE NOT �/� � 'Z M INTENDED FOR STORAGE OR FUEL.-FIRED APPLIANCES. R302.103 CELLULOSIC FIBER LOOSE-FTLL INSULATION. ' ' V J CELLULOSIC FIBER LOOSE FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE TW 046 ' PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: in ' ' BE CLEARLY LABELED iN ACOOR DANCE WTTH CPSC 16 CFR,PARTS 1209 AND 1404. 3.I.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOSS , Z O } NOT EXCEED 80 SQUARE FEET(7.4 M)PER STORY= , m �-�+ �/ �[ N a R'02.10.4 EXPOSED ATTIC INSULATION. EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION 8302.1 1.1 1S 1 L.J.. 1 CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. INSTAIIED ALONG THE PERIMETER OF THE UNPROTECTED PORTION , 1 FROM THE REMAINDER OF THE FLOOR ASSEMBLY, 8502.10.5 TESTING. 1 1 TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE 1N ACCORDANCE WITH 4.WOOD FLOOR ASSEMBLIES USING DIMENSIONAL LUMBER OR STRUCTURAL _ ASTM E 970. COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH 1 1 V J ~ O (50.8 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROVED FLOOR , 1 K303.1 I FIREBLOCKING. ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. F # iN COMBUSTIBLE CONSTRUCTION,i�fRE-BLOCKING SHALL BE PROVIDED TO CUT , 1 OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENTNGS AND TO FORM , , 2X C.J. ' ) f` 3 830..14 CODIBUSTTBLE INSULATION CLEARANCE: � 'm 16' O,C, i V,/ V � AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LES S THAN 3 INCHES(76 MM) l'6" A,F,F, d)� LL ,AND THE ROOF SPACE. FROM RECESSED LUMINARIES,FAN MOTORS AND OTHER HEAT PRODUCING DEVICES. O i ^ LL O LL ]J FTREBLOCKTNG SHALL BE PROVIDED iN WOOD-FRAMED CONSTRUCTION IN THE EXCEPTION: i ' , FOLLOWING LOCATIONS: O 0 IL O WHERE HEAT PRODUCING DEVICES ARE LISTED FOR LESSER CLEARANCES, 1 ^ 1.IN CONCEA I ED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED COMBUSTIBLE INSULATION COMPLYING WiTH THE LiSTING REQUIREMENTS SHALL 1 1 ^� SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS FOLLOWS: BE SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED IN 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. THE LISTING. 1.2 HORIZONTALLY AT iNTEiRVALS NOT EXCEEDING 10 FEET RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL F 1 U a 0 2.AT INTERCONNECTIONS B17TNVEEN CONCEALED VERTICAL AND HORIZONTAL MEET THE REQUIREMENTS OF SECTION N 1102.4.5 OF THIS CODE. SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. 1 3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND 1 BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WiTH SECTION 8302.7. ROOF FLAN (2) 2X8 HDR, 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING AND FLOOR LEVEL,WiTH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL BONUS AREA = 566 SQ,FT, PAGE &FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE TW3046 ASTM E 136 REQUIREMENTS. SMOKE DETECTOR 5.FOR THE FIREHLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION INTERCONNECT PER CODE � O R 1003.19. 6.FIREBLOCKING OF CORNICES OF A TO-FAMILY DWELLING IS REQUIRED e CARBON MONOXIDE DETECTOR AT THE LiNE OF DWELLING UNIT SEPARATION. ONE PER FLOOR 6'o" CONTINUOUS AIR VENT BAFFLES g FRAMING BAY ,tom HANDRAILSR905.1.2ICE BARRIERS: OWENS CORNING "RAFT-A-MATE" - TO BE INSTALLED SO THAT AIR FLOW IS NOT RESTRICTED. IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING DO NOT COMPRESS INSULATION, 2x12 RIDGE 311.7.8 HANDRAILS.HANDRAILS HAVING MINIMUM AND MAXIMUM • • 2x12 RAFTERS ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED HEIGHTS OF 34 INCHES AND 38 INCHES(864 MM AND 965 MM), I/2 • RESPECTIVELY,MEASURED VERTICALLY FROM THE NOSING OF THE " GDX SHEATHING • STUD/POST IN TABLE 8301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED 150 FELT TREADS,SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES • ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL ASPHALT ROOF SHINGLES • LENGTH OF THE STAIRS WITHTwo OR MORE RISERS FROM A POINT AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER CONT RIDGE PENT 13 sits THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A PILOT HOLES FOR • DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY SELF-ADHERING POLYMER-MODIFIEDBITUMEN SHEET SHALL BE USED • ° o ABOVE THE LOWEST RISER OF THE FLIGHT.ENDS SHALL BE ROOF VENTILATION 1:300 OF THE INSULATED MANUFACTURING RETURNED OR SHALL TERMINATE F NEWEL POSTS A SAFETY IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE OILING AREA UNIFORMLY DISTRIBUTED PURPOSES TERMINALS. HANDRAILS ADJACENT N A WALL SHALL HAVE A LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN EASE PROTECTION TO EXTEND FROM THE SPACE A NOT LESS THAN 1.5 INCHES O W BETWEEN THE WALL 24 INCHES(610mm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING, ED4 OF THE ROOF, 36" UP THE SLOPE AND THE HANDRAIL. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL 0 IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED BUTT LESS THAN 12" BEYOND i THAN 36 INCHES 914mm MEASURED ALONG THE ROOF SLOPE 12 THE INT RIOR FACE OF THE EXTERIOR WALL 31 1.7.9 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALL NOT LESS T ( ) FLOOR EQUIVALENT FROM THE EAVE EDGE OF THE BUILDING. 8 BAFFLE S REQUIRED FOR ROOF VENTILATION s BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE Q /- JOIST I GRASPABILITY. HED ACCESSORY STRUCTURES 2x6 C.T. • 16" O.G, /1y HDU EXCEPTION:DETACHED LOCATED IN UPPER 1/3RD NOT CONTAINING CONDITIONED FLOOR AREA. EAVE, D ET 14 I J„� (t�l� !I THREADED TYPE L HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL OF ATTIC PER 3,2,5,1 12 � ROD HAVE AN OUTSIDE DIAMETER OF AT LEAST]-1/4 INCHES(32 MM) OF 2015 WFGM �V AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL NOTE: / IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF ALL LUMBER THAT COMES IN CONTACT WITH AT LEAST 4 INCHES(102 MM)AND NOT GREATER THAN 6-1/4 INCHES CONCRETE WILL BE ACQ LUMBER. (160 MM)WITH A MAXIMUM CROSS SECTION DIMENSION OF ALL FASTENERS FASTENERS FOR PRESSURE � • • o • 2-1/4 INCHES(57 MM). TREATED WOOD ARE TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL PER 8317.3 • TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES PROVIDE ICE BARRIER PER (160 MM)SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON M' SEE DETAIL SHEET FOR 8905,1,2, TYPICAL ALL BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN �'aN • H 19 MM MEASURED VERTICALLY HIGH WIND CONNECTION ATTIC G • U WITHIN A DISTANCE OF 3/4 INCH( ) REQUIREMENTS FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A TYPICAL DU TIE BETWEEN FLOORS O„ DEPTH OF AT LEAST 5/16 INCH(8 MM)WITHIN 7/8 INCH BELOW THE (UNFINISHED, 12 WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL IN, STORAGE ONLY) 5 a z CONTINUE FOR AT LEAST 3/8 INCH(10 MM)TO A LEVEL THAT 1S NOT0 Lu o LESS THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OFw PRESERVATIVE-TREATED Lu THE PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES(32 MM)TO A MAXIMUM OF R-49 INSULATION , BARRIER MAY BE 1 2-3/4 INCHES (70 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF ° R (RED FOR HOEDOWNS,PER ASTM TEST STANDARDS, UUU (IUUU(' ( , UUUc ( 'i l' UUU�'IIUUU 'I U " l' UUU( UU )�l'IUUU(I UUUi'1 'Ii IUUU( IUUU('( 1 , 0 ; ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT 0.01 INCH(0.25 MM). - = ° PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH, TOP OF PLATE — - " — 1X6 5/81 GWB ON AZEK FASCIA = � _ ' � WITH CONSIDERATION GIVEN TO POSSIBLE e ON SUB FASCIA = WALLS AND CELING ° ° i i ° ° °° _ SPACKLE AND PAINT = _ FUTURE WOOD SHRINKAGE.CARE SHOULD §88406 I'O" OVERHANG FOUNDATION WATERPROOFING AND DAMPPROOFING AZEK SOFFIT W/ CONT - ` ' e ° i i e ° TAKEN NOT OVER-TORQUE THE NUT. ° PROVIDE BUILDING GASKET ^" _ ° IMPACT PACT WREE NCHES SHOULD NOT BE USED. §RR406.I CONCRETE AND MASONRY FOUNDATION DAMPPROOFING.EXCEPT WHERE SCREENED VENT = - REQUIRED TO BE WATERPROOFED BY§RR406.2,FOUNDATION WALLS THAT RETAIN - AT ALL SHEETROGK N EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL - 5/8" GWB _ fNTERSEGTIONS BUILDING - FRONT VERTICAL HDU INSTALLATION Z 2x6 STUDS MUST PASS 3 AIR - m BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. O - PORCH MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH(91.5 MM)PORTLAND CEMENT R-21 INSULATION _so CHANGES PER HOUR PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE _ _ HDU5 DETAILS 7 I/2" CDX SHEATHING m DAMPPROOFED WITH A BITUMINOUS COATING,3 POUNDS PER SQUARE YARD(1.63 KG/M2) 150 FELT BREAKFAST KITCHEN DINING ROOM OF ACRYLIC MODIFIED CEMENT,I!8-INCH(3.2 MM)COAT OF SURFACE-BONDING MORTAR - = MANUFACTURED BY SIMPSON w COMPLYING WITH ASTM C 887 OR ANY MATERIAL PERMITTED FOR WATERPROOFING IN CEDAR SIDING _ STRONG—TIE COMPANY,INC. §RR406.2.CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE x NOT TO SCALE ABOVE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING w MATERIALS LISTED IN§RR406.2 TO THE EXTERIOR OF THE WALL. = 3/4" TEG ADVANTEC SUBFLOOR _ m §RR406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING.IN AREAS WHERE A TOP OF SUBFLOOR n n n n HIGH WATER TABLE OROTI]ERSEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, �U�UUnn (Jn,)u wU UnUUnu%v&UUUUUUU&UUUUnUU( 1 UVV U 1 UUU 1U UUU` UU UU mm Awl Aw )UU EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE TOP OF FDN. — " - — SPACES LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING R-30 INSULATION SHINGLE RIDGE GAP RID VENT FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. THE MEMBRANE SHALL ° NOTE: INSTALL FLOOR JOISTS ° _ GRADE CONSIST OF 2-PLY HOT-MOPPED FELTS,55 POUND(25 KG)ROLL ROOFING,6-MIL GRADE ° PER MFG, PRODUCT GUIDE °a> 1 1 (0.15 MM)POLYVINYL CHLORIDE.6-MIL(0.15 MM)POLYETHYLENE OR 40-MIL(I MM) PITCH GRADE P o ' POLYMER-MODIFIED ASPHALT. TI-IE JOINTS IN THE MEMBRANE SHALL BE LAPPED AND AWAY FROM D" 2-I 3/4" X 11 l/8" CELLAR .� � 1 1 SEALED WITII AN ADHESIVE COMPATIBLE WITH THE WATERPROOFING MEMBRANE. FOUNDATION LVL GIRDER (3) 1 3/4" X 111/8" FLUSH 4" P,G, SLAB (3500 PSI) ON 4 MIL VINYL r—f SHINC:LES O WITH 3 1/2" STEEL VAPOR BARRIER ON 4" COMPACTED EXCEPTION:ORGANIC SOLVENT BASED PRODUCTS SUCH AS HYDROCARBONS, COL, ON P.G, FTG, POUROUS FILL FELT PAPER STORAGE ONLY) CHLORINATED HYDROCARBONS,KETONS AND ESTERS SHALL NOT BE USED FOR ICF oo ° d I ' WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL, PLASTIC ROOFING CEMENTS, ° (UNFINISHED, 1 1 ACRYLIC COATINGS,LATEX COATINGS,MORTARS AND PARGINGS ARE PERMITTED TO BE USED TO SEAL ICF WALLS. COLD SETTING ASPHALT OR HOT ASPHALT SHALL o ' 1 CONFORM TO TYPE C OF ASTM D 449. HOT ASPHALT SHALL BE APPLIED ATA 2-2x6 36"r_Q SILL D D.> ' 1 1 1 '-1 TEMPERATURE OF LESS THAN 200 DEGREES. 5/8 ANCHOR BOLTS g 36" O,G. 1 1 RAFTER � � SILL SEAL p' §RR406.3 DAMPPROOFING FOR WOOD FOUNDATIONS.WOOD FOUNDATIONS ENCLOSING COPPER TERMITE SHIELD ° ' TOP OF FOOTING — - - — a; . . .. . . .. . . . .. . . . .. . .. . , . a; 11 1 1 • •� 11-• IIABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED IN 8" GONG. X 8'0" HIGH P,G, ACCORDANCE WITH§RR406.3.1 THROUGH§RR406.3.4. FOUNDATION (3000 PSI) ''�"' •'°"' , � � §RR406.3.1 PANEL JOINT SEALED.PLYWOOD PANEL JOINTS IN THE FOUNDATION WALL ON 16" X 8" FOOTING O � � WALLS SHALL BE SEALED FULL.'LENGTH WITH A CAULKING COMPOUND CAPABLE OF PROVIDE (3) 04 SECTION PRODUCING A MOISTURE-PROOF SEAL UNDER THE CONDITIONS OF TEASPERATURE AND BARS IN POURED I MOISTURE CONTENT AT WHICH:IT WILL BE APPLIED AND USED. CONCRETE FOOTING, TYP. u N � N RiDC-xE SEAM � .� §88406.3.2 BELOW GRADE MOISTURE BARRIER.A 6-MIL TFIICK(0.15 MM) DAMPROOF BELOW GRADE BACKFILL SHALL NOT BE PLACED AGAINST THE 13 POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW-GRADE PORTION OF WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH EXTERIOR FOUNDATION WALLS PRIOR TO BACKFILLING. JOINTS IN THE AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, RIDGE NEAT DETAIL. n x POLYETHYLENE FILM SHALL BE LAPPED 6 INCHES(152 MM)AND SEALED WITH ADHESIVE. THE TOP EDGE OF THE POLYETHYLENE FILM SHALL.BE BONDED TO THE SEE DETAIL SHEET FOR OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE ul u O SI{EATHING TO FORM A SEAL. FILM AREAS AT GRADE LEVEL SHALL BE PROTECTED HIGH WIND CONNECTION BY THE BACKFILL(SECTION 8404.1.7) O 4 E AND EXPOSURE BY A PRESSURE PRESERVATIVELY TREATED z FROM MECHANICAL DAM TED G REQUIREMENTS LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL INCHES ABOVE FINISH PROVIDE 5/8"ANCHOR BOLTS, GRADE LEVEL AND EXTENDING APPROXIMATELY 9 INCHES(229 MM)BELOW GRADE. 36"R O.C., 12"FROM EACH CORNER O THE JOINT BETWEEN THE STRIP AND THE WALL SHALL BE CAULKED FULL LENGTH O PRIOR TO FASTENING THE STRIP TO THE WALL. OTHER COVERINGS APPROPRIATE TO OR WALL BREAK,AND]2"MAX 2x12 RAFTERS I/2" CDX SHEATHING cq 2x12 RIDGE \ Q Q THE ARCHITECTURAL TREATMENT MAY ALSO BE USED. THE POLYETHYLENE FILM FROM EACH SPLICE IN SILL PLATE SHALL EXTEND DOWN TO THE BOTTOM A THE WOOD FOOTING PLATE BUT SHALL NOT (FROM WFCM TABLE 3.2A)INSTALL WITH 28"MIN EMBEDMENT IN 3000 OVERLAP OR EXTEND INTO THE GRAVEL OR CRUSHED STONE FOOTING. A FELT PSI CONCRETE. ASPHALT ROOF SHINGLES §RR406.3.3 POROUS FILL.THE SPACE BETWEEN THE EXCAVATION AND THE CONT RIDGE VENT IL IL FOUNDATION WALL SHALL BE E ACKHLLED WITH THE SAME MATERIAL USED FOR FOOTINGS,UP TO A HEIGHT OF I FOOT(305 MM)A13OVE THE FOOTING FOR WELL- WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL DRAINED SITES.OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED ROOF VENTILATION 1RML OF THE INSULATED SITES. THE POROUS FILL SHALL BE COVERED WITH STRPS OF 30-POUND(13.6 FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTSEILING AREA UNIFORMLY DISTRIBUTED KG)ASPHALT PAPER OR 6-MIL(0.15 MM)POLYETHYLENETO PERMIT WATER SEEPAGE 2x6 C.T., , • 16 O,G. wH>L.EAVOIDINGINF->z.TRATIorlorFlNEsolLs. ( MAXIMUM MEAN ROOF HEIGHT: 35') LOCATED IN UPPER 1/3RD EAVE PROTECTION TO EXTEND FROM THE 12 OF ATTIC PER 3,2,5,1 12 EDGE OF THE ROOF, 36" UP THE SLOPE ENGINEER: OF IC WFGM BUT NOT LESS THAN 12" BEYOND §88406.3.4 BACKFILL.THE REMAINDER OF THE EXCAVATED AREA SHALL BE BACKFILLED WITH THE SAME T'PPE OF SOIL AS WAS REMOVED DURING THE 8 g THE INTERIOR FACE OF THE EXTERIOR WALL EXCAVATION. / BAFFLE AS REQUIRED FOR ROOF VENTILATION SHUTTER ASSEMBLY ' , ATTIC N.T.S. I • (UNFINISHED, ROOF RAFTER FOR PANEL SPANS: I STORAGE ONLY) 0<4'0 WIDE SPAN 04'' . HURRICANE CLIP NAILED 23/32"APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD I . \ sTRON�BACK, TO RAFTER 4 PLATE (OVERLAP AROUND OPENINGS 4") 1 • e TYP ° a I 8-49 INSULATION In °°JI 11 .1 5 JEFFREY T. BUTLER, P.E. ASSEMBLY: I ( 12 (2)2 x4 TOP PLATES • I ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I 1 o ° #10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL I ° WOOD SCREW @ 16" O.C. I I I X/I ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: °��� PRO'>'IDE BUILDING GASKET u,J O a #10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 (W/WASHERS) t 5/8" GWB ON AT ALL SHEETROGK - V Z /'' MACHINE BOLT @ 12" O.C. '� I ° WALLS AND CELING INTERSECTIONS BUILDING z O H U R R I C A I E LIP DETAIL � I SPACKLE AND PAINT MUST PASS 3 AIR = W 0 °�.'` I CHANGES PER HOUR 0 O �Q z J _ ) �1 v, I•I, - w REAR PORCH GREAT ROOM FOYER b FRONT P RCH � z m o NOTE: PROTECT FLOOR JOISTS WITH MINERAL WOOL PROTECTION I I,, I I, _ ' PER JOINT EVALUATION REPORT PER ESR-]144,REVISED JANUARY 2017 ULTIPLE SECTION ASSEMBLY: 5/8 UDS m I I I „ 2x6 STUDS cc (PAGE 13)ON FIRST FLOOR TO COMPLY WITH R302.13,EXCEPTION 4 1/4 THICK BOLTS e 2' OG I I I R-21 INSULATION LLQ 1tU 73 0 1/2" CDX SHEATHING _ f- Q ( 0 FELT U) FLOOR SHEATHING (A CEDARSIDING 0 11,,. _ nnn w � � I-JOIST lB) I.j'' I�' I �,, I'I1.IMA1 )UUI U) p I 1 1 0 t> m SHUTTER ASSEMBLYi I i I I I I I GRADE _ e� epe _ GRADE o ° �,'' qq 'L' N.T.S. 1 1 pve De I 1 as „;L..,• FOR PANEL SPANS: I I I I I I I 1 1 1 1 v MINERAL WOOL INSULATION (C) 4' OR WIDER SPAN I I I CELLAR I I 1 1 . � 0- H 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I 4" P.C. SLAB 13500 PSI) ON 4 MIL VINYL a, , ; Z MINERAL WOOL INSULATION ��� �'� r' 1 1 a a 1 1 O 1 I I ' ' VAPOR BARRIER ON 4" COMPACTED (OVERLAP AROUND OPENINGS 4") I I I 1 � a POUROUS FILL a 2x4 STRONG-BACKS g 24" OC I I I '° (UNFINISHED, STORAGE ONLY) -° i (A) FLOOR SHEATHING: MATERIALS AND INSTALLATION MUST BE PER SECTION R503 OF THE 2015 OR 2012 IRC I I Ij,, I 1 1 D D 1 1 IIS 1 I ASSEMBLY: (B) I-JOIST: INSTALLATION PER SECTION 4,0 OF THIS EVALUATION REPORT, MINIMUM FLANGE 51ZE OF 1,1251NCHE5 x2,0 INCHES, 1), PREASSEMBLE PLYWOOD TO 2x4'5: 0 10x3° (w/ WASHERS) GALVINIZED OR 1 , 1 1 1 1 MINIMUM WEB THICKNESS OF 3/8 INCH, MAXIMUM CENTER-TO-CENTER SPACING OF 24 INCHES, STAINLESS STEEL WOOD SCREW • 12" O.G. I ' ' 2), ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ B (C) MINERAL WOOL ATT INSULATION: 3-INCH-THICK, MINIMUM 2,5 LB x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL PAGE :PER CU,FT, MINERAL WOOL BATT INSULATION MADE OF h •• •• 1 •. , ROCK OR FURNACE SLAG (ASTM C665 TYPE I COMPLIANT) INSTALLED AS SHOWN WITH INSULATION STAY WIRE SUPPORTS g OD SCREW 16" O,G, 0 •� L •o• WO SPACED NO MORE THAN 24 INCHES APART AND NO MORE THAN 6 INCHES FROM ENDS OF BATTS, THE INSULATION WIDTH �' MUST BE A MINIMUM OF 15 1/4 INCHES WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 16 INCHES ON CENTER OR 23 INCHES ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: SECTION 5—S ro Of 13 WIDE WHEN INSTALLED BETWEEN J015TS THAT ARE 24 INCHES ON CENTER, THE INSULATION BATTS MUST BE PROPERLY LOCATED 010 TEE NUTS ATTACHED TO BLDG, w/ 010x1-1/2 ( W/ WASHERS) ON TOP OF THE I-JOIST BOTTOM FLANGE AND INSTALLED WITHOUT GAPS BETWEEN INDIVIDUAL BATTS. MACHINE BOLT 6 12" O.C. STAGGER FASTENERS TABLE R507.2 IN 2 ROWS DECK LEDGER CONNECTION TO BAND JOIST (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD= 10 PSF,SNOW LOAD<40 PSF) 5.5"MIN.FOR 2x8 `DISTANCE SHALL BE PERMITTED TO 0QO oO BE REDUCED TO 4.5"IF LAG SCREWS JOIST SPAN 5.5"MIN.FOR 2x10 ARE USED OR BOLT SPACING IS CONNECTION DETAILS 5"MAX. 7.5"MIN.FOR 2x 12 REDUCED TO THAT OF LAG SCREWS 6'and less 16'1"to 8' 8'1"to 10' 10'1"to 12' 112'1"to 14' 14'1"to 16' 116'1"to 18' Q O 3/4"MIN. TO ATTACH 2x8 LEDGERS TO 2x8 ON-CENTER SPACING OF FASTENERS BAND JOISTS. 2"MIN. 1/2-INCH DIAMETER LAG SCREW WITH 1/2-INCH MAXIMUM SHEATHING,(C,D) 30 23 ]8 15 13 11 10 SHEATHING LEDGER 1/2"LAG SCREW OR BOLT 1/2-INCH DIAMETER BOLT WITH 1/2-INCH MAXIMUM SHEATHING,(D) 36 36 34 29 24 21 19 SIDING FIGURE R507.2.1(1) 1/2-INCH DIAMETER MAXIMUM HEATHIN (E O WITH I -INCH 36 36 29 24 21 18 16 FLASHING FOR PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOR SI: 1 INCH=25.4 MM, I FOOT=304.8 MM, I POUND PER SQUARE FOOT=0.0479 KPA. WATERTIGHTNESS A.LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST. B.SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. C.THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. DECKING D.SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. E.SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER OR FOAM SHEATHING. UP TO 1/2-INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL.OR LUMBER SHEATHING. oo oo 2x4 CONTINUOUS APPROVED JOIST HANGER oo TABLE R507.2.1 oo LATERAL BRACE AT 6'O.C. 2"MI PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 2x LEDGER WITH FASTENERS —TRUSSOR CEILING JOIST IN ACCORDANCE WITH TABLE R507.2 FLOOR SHEATHING NAILING MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 2-]Od NAILS AT 6"MAXIMUM ON CENTER di TO JOIST WITH HOLD-DOW Simpson Strang Tie TOP EDGE BOTTOM EDGE ENDS ROW SPACING GABLE END TRUSS p DTT2Z FLOOR JOISTS TENSION TIE LEDGER(A) 2 INCHES(D) 3/4 INCH 21NCHES(B) 1 5/8 INCHES(B) w Simpson Strong-Tie tY BAND JOIST(C) 3/4 INCH 2 INCHES 21NCHE5(B) 15/8 INCHES(B) DTT IZ HOLD DOWN AT 4 LOCATIONS,EVENLY DISTRIBUTED FOR SI: 1 INCH=25.4 MM ALONG DECK AND ONE WITHIN 24"OF EACH SHALL FULLY ENGAGE DECK]01ST PER A.LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL END THE LEDGER.HOLD DOWN DEVICES RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(1). L HOLD DOWN MANUFACTURER. + + + + + + B.MAXIMUM 5 INCHES. lo C.FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. + + + + D.THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER SHALL A FULLY THREADED 3/8"DIAMETER LAG BE IN ACCORDANCE WITH FIGURE R507.2.1(1). I 10-8d SCREW PREDRILLED w/MIN.3"PENETRATION NAILS �7 TO CENTER OF TOP PLATE,STUDS,OR HEADER N w 0 FIGURE R507.2.3(2� DECK JOIST 5d COOLER NAILS AT 10"O.C. m FLOOR JOIST 2"x4"BLOCK NAILED TO EACH L DECK ATTACHMENT FOR LATERAL LOAD BRACE WITH 4-1 Od NAILS (FLOOR JOIST PERPENDICULAR TO DECK JOIST) AF, in GYPSUM BOARD w FIGURE R507.2.3(1) Sd COOLER NAILS AT 7"O.C. 20 GAUGE STRAP DECK ATTACHMENT FOR LATERAL LOADS 10-8d NAILS TOP PLATES EXTERIOR OR BEARING WALL ENDWALL STUDS ENDWALL---__,,,, OISTS GABLE ENDWALL BRACING t1v STUD (WFCM FIGURE 3.7a) X A A ul 1 � BORED HOLE MAX DIAMETER 60% NOTCH GREATER THAN BLOCKING `'— lu `Q b 50%OF THE PLATE WIDTH OF STUD DEPTH BLOCKING Q r ffJ 5/8"MIN.TO EDGE— 16 GAGE(0.054")AND 1.5"WIDE 16d NA:L AT 24"O.C. GYPSUM BOARD "j Nr— _j V5/8"MIN.TO EDGE METAL TIE ACROSS AND TO EACH SECTION A-A m (K (1) 11.1 SIDE OF THE NOTCH WITH 8-16d � � Q NAILS EACH SIDE NOTCH MUST NOT EXCEED AN Q O ffJ 40%OF STUD DEPTH LU LL FLOOR BRACING AT END BAYS WOOD STRUCTURAL PANEL z jaj TOY PLATES (WFCM FIGURE 3.7b) INSTALLED IN ACCORDANCE 8d NAIL AT 6"O.C. WITH NAILING SCHEDULE cv (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) BORED HOLES SHALL NOT 8d NAIL AT 12"O.C.ON ALL BE LOCATED IN THE SAME PIPE8d NAIL AT 4"O.C. CROSS SECTION OF CUT OR PANELEDGES NOTCH IN STUD1;;�' JJJ��� FRAMING MEMBERS NOT AT (a) OUTSIDE CORNER DETAIL 3 12"MAX. Bwl TOP PLATE FRAMING TO ACCOMMODATE PIPING 8d NAIL AT 6"O.C. GYPSUM BOARD ENGINEER: NOTCHING AND BORED HOLE LIMITATIONS NAILS BASED ON (ALL PANEL EDGES) SHEAR WALL REQUIREMENTS FOR INTERIOR NONBEARING WALLS (WFCM 2015 SBC HIGH WIND EDITION) RAFTERS AND CEILING NO CEILING CENTER 2x BLOCKING WOOD STRUCTURAL PANEL DIAPHRAGM INSTALLED IN ACCORDANCE JOISTS OR APPROVED REQUIRED ON SHEATHING JOINT 16d NAIL AT 24"O.C. WITH NAILING SCHEDULE ROOF TRUSS (TABLE 3.1,WCFM HIGH WIND EDITION) 15/32 WOOD STRUCTURAL PANELS ON GABLE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL TOP PLATE- BASED ON SHEARWALL REQUIREMENTS FRAMING MEMBERS AT PANE. TOPPLATE SECOND STORY SEE DRILLING AND GABLE ENDWALL, BALLOON FRAMING EDGES AND 12"O.C.ON ALL JEFFREY T. BUTLER, P.E. NOTCHING PROVISIONS FRAMING MEMBERS NOT AT JOIST IS PERMITTED TOPANEL.EDGES TOY PLATES BE CUT OR NOTCHED WALL STUD- PREFERRED METHOD (b)INSIDE CORNER DETAIL O } FLOOR JOIST- BETWEEN THESE LIMITS SEE DRILLING AND EXTERIOR CORNER FRAMING W Z3 e SEE DRILLING ANDU 13 'o BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS WFCM SECTION 3.4.1.1.1 ROOF FRAMING DOUBLE TOP PLATE z LL W O WFCM SECTION 3.3.1.1.1 113 SPAN 1/3 SPAN WALL WAIL 0 z STUD i 4„ WALL 4' 4" 2" C14O Q O 0 T < JOIST ENDS TO BE F F 0 _j )' 4 � 6, BLOCKED AGAINST ROTATION IN ACCORDANCE , / z �i m BORED HOLE MAX FOR BLOCKING RIPPLE STUDS '` 1!l DIAMETER 40%n WITH WFCM 3.3.1.3-END RESTRAINT STUD TO RAFTER CONNECTIONCL) TOP PLATE BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING OR FLOOR TO FLOOR CONNECTION CD) U o OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3.3 HEADER I ru 21 Q DEPENDING ON CONDITION,SEEru 5/8"MIN.TO EDGE BEARING DETAILS ON SHEET 7 OF 7 THIS SET 21"CLEARANCE 30 W h_ Q HEADER TO STUDS 24"CLEARANCE 0 I— WALL I I IN FRONT OF C/) Q # 5/8"MIN.TO EDGE LAVATORIES PENING FULL LENGTH WATER 0 U LAP JOIST 3 IN.MIN. HEADER STUDS WALL STUDS SHOWER uJ CLOSET —1 BOTTOM PLATE OR BIDET U) O NOTCH MUST NOT EXCEED L m 25�1�•OF STUD DEPTH 15 ]5" WALL O � - O BAND JOIST WALL w NOTCHES SHALL NOT BE OR BLOCKINGJ'/ _ NOTE. O UPLIFT CONNECTION IS REQUIRED N LOCATED IN MIDDLE ONE-THIRD JOIST ' --------------'___ __ AT EACH END OF HEADER AND u AT BOTTOM OF HEADER STUDS IN 0 OF STUD LENGTH SILL PLATE tr • • � ; `—IV��TPL1F',�.� � � ADDITION TO CONNECTORS AT IF HOLE IS BETWEEN 40%AND 60% CRAWL SPACE ' ' CO�V�IECTQ�2 ' ' WALL STUDS AND AT TOP AND OF STUD DEPTH,THEN STUD MUST OR BASEMENT SUBFLOOR • REQUIRED BOTTOM OF CRIPPLES BORED HOLES SHALL NOT BE DOUBLE AND NO MORE THAN eID BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE FOUNDATION ' ' ' ' ' ' ' CROSS SECTION OF CUT OR DOUBLED AND SO BORED 21"CLEARANCE 21 CLEARANCE NOTCH IN STUD STUD TO PLATE /FOUNDATION TUB HEADER TO STUDS:USE LSTA 18 W/14 1 Od NAILS STUD TO PLATE/FOUNDATION: PAGE :PLATFORM FRAMING INTERMEDIATE (OPENINGS LESS THAN 6 FEET):USE DSP W/8 1 Od NAILS IN STUD AND 4 l Od NAILS IN PLATE NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT WATER CLOSETS TYPICAL WALL, FLOOR AND ROOF FRAMING CONNECTIONS FOR OPENINGS FIGURE R307.1 (WFCM 2015 SBC HIGH WIND EDITION) NIMUM FIXTURE CLEARANCES COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, Simpson Strong-Tie AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND - H-2.5 CLIPS @ 16"O.C. (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2015 IRC WITH 2016 UNIFORM CODE SUPPLIMENT BEST ARCHITECTS CONDITIONS SARDS OF HALLAPPLYAC ALL THE E AMERICAN INSTITUTE ON S PROJECT. o° USE 9-8d NAILS PUBLISHED BY NEW YORK STATE. AT EACH STUD FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)ON COVER SHEET. ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES •° JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LIMITATIONS-SECTION R301.2.1 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT DESIGN CRITERIA-SECTION R301.2.1.1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. ° DEAD LOAD-SECTION R301.4 RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER LIVE LOAD-SECTION R301.5 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND SMOKE INDEX R302.9 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST FLAME SPREAD INDEX R302.10 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM FIRE BLOCKING R302.11 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE BLOCKING MATERIAL R302.11.J FIRE PROTECTION OF FLOORS R302.1.3 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, .• D D CEILING JOIST LAPS OVER PARTITIONS FACE-NAILED 9-16d EACH LAP TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND ° ( ) LIGHT AND ROOM AREAS-SECTION CTIONN 04 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR �° �6 , 6-Sd PER TIE MINIMUM ROOM AREAS-SECTION R304 � n� � COLLAR TIE TO RAFTER(FACE-NAILED) CEILING HEIGHT-SECTION R305 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE ^^ n n n SANITATION-SECTION R306 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS Li BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS TOILET BATH AND SHOWER SPACES-SECTION R307 • D G D ��C D C D C D RIM BOARD TO RAFTER(END 2-16d EACH END GLAZING-SECTION R308 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE GARAGES AND CARPORTS-SECTION R309 ENGINEER. ° <7 ° <7 4: �/ ° �/ ° ° o' Simpson Strong-Tie ° Q °.;1 4 ^) 'p ° Q n ° 4 ^ ° 4 WALL FRAMING EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS .° MTS30C OR CS 16 11/4" l� D ' . G EXITS-SECTION R311 0COILED STRAP ° TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT STAIRWAYS-SECTION R31 �1.5 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) .° AT EACH ROOF RAFTER > �;� _ o c o c o c HANDRAILS-SECTION R311.5.6 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE •. USE 8-16d NAILS AT ° 4. L, 4 ° 4 ° 4 ° TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE o 1�_ 6 6 6 GUARDS-SECTION R312 •go EACH END 4 4 4 Q SMOKE ALARMS-SECTION R3 13 A NAMED INSURED ON ANY AND ALL POLICIES. nn n 2-16d 24"O.C. G) \� n 1Q G) `� D ° D STUD TO STUD(FACE-NAILED) FOAM PLASTIC-SECTION R314 N N HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES FLAME SPREAD AND SMOKE-SECTION R315 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. G > G D INSULATION-SECTION R316 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD DWELLING UNIT SEPARATION-SECTION R317 7.ALL WOOD 1N CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE ° 6 MOISTURE VAPOR RETARDERS-SECTION R318 CREOSOTED. STUD TO ROOF RAFTER ° ° a ° ° a 3-16d PER 2x6 STUD PROTECTION AGAINST DECAY-SECTION R319 CONNECTION ° c ° PROTECTION AGAINST TERMITES-SECTION R320 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED 1N EACH D ° 4-16d PER 2x8 STUDSITE ADDRESS SECTION R321 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. WALL TO FOUNDATION w BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, ACCESSIBILITY-SECTION R322 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED CONNECTIONS 2-16d(SEE NOTE 1,2) PER FOOT ELEVATORS AND PLATFORM LIFTS R323 ENDJOIST OR BLOCKING(FACE-NAILED) FLOOD RESISTANT CONSTRUCTION-SECTION R324 AS PER NEW YORK STATE CODE. Simpson Strong-Tie FLOOR FRAMING 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED CS 16 11/4"COILED STRAP- FOUNDATIONS-CHAPTER 416" JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. O.C.USE AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL ATT EACH STUDD,,WRAP NAILS UNDER SILL PLATE BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF FOUNDATION WALL DESIGN. THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE MIN OVERLAY IS 12" BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END COMPLETION OF THE JOB. • • NOTE: FOUNDATION NOTES: 00 STRAPS MAY BE BLOCKING TO SILL OR TOP:PLATE(TOE NAILED) 3-16d EACH BLOCK 5/8"ANCHOR BOLTS(SSTB 28)SEE CHART ON THIS SHEET FOR SPACING 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE • • • . PLACED EITHER o SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. 8"POURED CONCRETE FOUNDATION WALL,8'0"HIGH,3000#TEST 00 UNDER OR OVER LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST MINIMUM DEPTH-SECTION 403.1.4,48"MINIMUM COVERAGE TO TOP OF FOOTING • • 0 0 SHEATHING •• JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST 16"X 8"POURED CONCRETE WALL FOOTINGS,3000#TEST 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. 2-1 '/4"X 11 7/8"MICROLAM GIRDER(OR 3'/i'X 11 7/8"POWER BEAM) • • 0 0 • • B 4"POURED CONCRETE FLOOR SLAB WITH 6X6X#I 0 MESH AND VAPOR BARRIER 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK • . 00 ® .• O BAND JOIST TO JOIST(END:NAILED) 3-16d PER JOIST DAMP PROOFING AT EXTERIOR FOUNDATION BELOW GRADE-SECTION R406 ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE . • • BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT 30"X 30"X 12"DEEP POURED CONCRETE COLUMN FOOTINGS,30001t TEST GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. • • 0 0 DECK AND PORCH FOOTINGS AS NOTED,3000#TEST,48"MINIMUM BURIED DEPTH • • • • 0 ROOF SHEATHING FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADE 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE • ' • '' STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL CODE'S MINIMUM STANDARDS. . • • • • NO FOOTING SHALL BE SET HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ' • • ' • f DIAGONAL BOARD SHEATHING POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER PROVIDE 3 1/z"STEEL LALLY COLUMNS SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR . ' • • ' J"x6"OR]"x8" 2-8d PER SUPPORT BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED • • • • • STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. • • • • of e 1"x10"OR WIDER 3-8d PER SUPPORT BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) 00 • 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPEc;VISION,ON-SITE 00 ' • t • 0 CEILING SHEATHING FLOORS-WFCM PRESCRIPTIVE METHOD INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, • • GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION CONTRACTOR OR LOCAL BUILDING DEPARTMENT. o • • ' i DRAFTSTOPPING-SECTION R502.12I WALL SHEATHING FIREBLOCKING-SECTION R502.13 UPLIFT-CONTINUOUS PATH CONNECTORS 0 0 • • - 00 . • e STRUCTURAL PANELS 8d SEE TABLE 3.1 I THIS SHEET FLOOR CONSTRUCTION: USE SIMPSON STRONG-TIE CONNECTORS '/4"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM FOLLOW PRODUCT SELECTION GUIDE AND • • 1 -� FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTEDX INSTALLATION MANUAL FOR HIGH WIND RESISTANT 00 Simpson Strong-Tie ` 'Q FIREBOARD PANELS FASTEN PER TABLE 3.1 WFCM CONSTRUCTION CATALOG C-HW02 00 CS 1611/4"COILED STRAP- 7/16" 6d 3"EDGE/6"FIELD 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL �// 16"O.C.USE 4-8d NAILS FINISH FLOORS PER AGREEMENT ANCHOR BOLTS IN FOUNDATION USE: i AT EACH STUD lL- lu (1) Q 25/32" 8d 3"EDGE/6"FIELD SSTB28 WITH BEARING PLATE,SEE FOUNDATION .� MIN OVERLAP IS 27" (� WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD NOTES FOR SPACING GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED6�- IN ACCORDANCE WITH TABLE 3.1 WFCM SILL PLATE To RIM JOIST USE: SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS 1- HARDBOARD 8d SEE TABLE 3.11 THIS SHEET I X6 PINE Ft+SCIA,WRAP LTP4 16"O.C.AT EXTERIOR PERIMETER Y PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET OVERHANGS AS NOTED AND GARAGEMOUSE COMMON WALL RIM JOIST TO STUD CONNECTION 'U VINYL VENTED SOFFITS USE 4 8d NAILS AT EACH END }- DIAGONAL BOARD SHEATHING ALUMINUM GUTTERS AND LEADERS �- SIDING:SEF.ELEVATIONS GARAGE STUD TO GARAGE SILL PLATE USE: CQ o o �a I"x6"OR I"x8" 2-8d PER SUPPORT TYVEK HO JSEWRAP SSP CONNECTOR AT 16"O.C. LU (� 1/z"OSB SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM USE 4 8d NAILS AT EACH END }- Z co 1.L I N 10"OR WIDER 3-8d PER SUPPORT 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE Simpson Strong-Tie Jjj 1 CS 16 11/4"COILED 1/2"SPACING BLOCKING AT /2"GYPSUM WALL BOARD RIM JOIST TO STUD CONNECTION USE: 24"O.C.ALLOWS �- O FLOOR SHEATHING 5/8"TYPE X GWB IN GARAGE STRAP WIN MIN 12" ALLOWS p MTS 12, 16"O.C. HOLDDOWN p- 1/2"MR GWB IN WET AREAS OVERLAP AT EACH HOLDDOWNfu STRUCTURAL PANELS USE 4 8d NAILS AT EACH END INSTALLATION AT LEAST ONE WINDOW 1N EACH SLEEPING ROOM SHALL COMPLY WITH THE STUD INSTALLATION J"OR LESS 8d 6"EDGE/12"FIELD EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING FLOOR TO FLOOR CONNECTION USE: SIDEWALL_+ w LIMITATIONS IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) MSTA 36,16"O.C. 7 IL GREATER THAN J" 10d 6"EDGE/6"FIELD FOR NON-BEARING WALLS. USE 4 8d NAILS AT EACH END 4 FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 FOR CANTILEVER CONDITION USE MTS 12, 16"O.C. ' ENDWALL O DIAGONAL BOARD SHEATHING USE 4 8d NAILS AT EACH END ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD ' HOLDDOWN I"x6"OR I NK 2-8d PER SUPPORT ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) RAFTER TO STUD CONNECTION USE: (HDUS) O O CORNER STUD 0 ENCxINEER: FASTENERS PER SHINGLE(SECTION R905.6) MTS 12,EACH ROOF RAFTER O I"x 10"OR WIDER 3-8d PER SUPPORT UNDERLAYMENT APPLICATION(SECTION R905.2.7) USE 8 16d NAILS AT EACH END CONNECTED TO FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL 1N TWELVE(12) O TRANSFER SHEAR O 1.NAILING REQUIREMENTS AIRE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. UNITS HORIZONTAL(17-PERCENT SLOPE), RAFTER TO RIDGE TO RAFTER CONNECTION USE: O2-16d COMMON IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS CS20 USE 8-8d NAILS IN EACH END O HOLDDOWN NAILS AT 10"O.C. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENT AT EACH ROOF RAFTER SUCH AS SI IEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. SHALL BE TWO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. O (HDUS) 0 APPLY A 19-INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL DECK POST TO CONCRETE CONNECTION USE: ® ® CORNER STUD 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY PBS44A FOR EACH POST-USE 14- 16d NAILS 2-16d COMMON cy CONNECTED TO NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I6d NAIL PER FOOT. TO HOLD IN PLACE. FLOOR TO FLOOR CONNECTIONS- NAILS AT 6"O.C. O TRANSFER SHEAR STARTING AT THE EAVE,APPLY 36-INCH-WIDE(914 MM)SHEETS OF DECK POST TO GIRDER CONNECTION USE: O UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), PC44 FOR EACH POST CANTILEVER CONDITION AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(]2)UNITS GIRDER TO DECK JOIST CONNECTION USE: TABLE 3.11 (WFCM HIGH WIND EDITION) ICE PROTECTION(SECTION R 905.2.7.1) MTS 12 @EACH JOIST JEFFREY T. BUTLER, P.E. (140 MPH 3-SECOND GUST= 120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) PORCH POST TO DECK USE: FLASHING(SECTION R 905.2.8) 2-AC4 -USE 14- 16d NAILS Q WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS BP Q r, CHIMNEY'S AND FIRESPACES-CHAPTER 10 J 3/4"MINIMUM ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT PORCH POST TO GIRDER USE:2-AC4 EDGE DISTANCE ui z m STRUCTURAL SHEATHING MAXIMUM NAIL SPACING MECHANICAL-CHAPTER 12 USE 14-16d NAILS HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, U o P SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS GENERAL MECHANICAL SYSTEMS-CHAPTER 13 0 (SEE NOTE I) (INCHES,O.C.) HEATING AND COOLING(SEE NOTE 3) (INCHES,O.C.) EXHAUST SYSTEMS-CHAPTER 15 MTS 14 �O1SC12 RAOOEACH ROOF RAFF RAFTER TO TER USE: AND WINDOW AND DOOR OPENINGS Q O ° E 6 DUCT SYSTEMS-CHAPTER 16 z 4'EDGE ZONE 16 COMBUSTION AIR-CHAPTER 17 (FLOOR TO FLOOR&FLOOR TO W •d o Q F 12(SEE NOTE 2) CHIMNEYS AND VENTS-CHAPTER 18 FOUNDATION;WFCM FIGURE 3.8a&3.8b) W ;' +- PLUMBING-PARTVII 4 } E 6 Simpson Strong-Tie INTERIOR ZONE 16 U210 2X6 4., (n Z 9i z3 z° F 12 AT EACH RAFTER Q� a m 4-1 Od x 1 1/2" RIDGE TENSION STRAP ~ U 1 Q E=NAIL SPACING AT PANEL EDGES(IN.) TABLE 3.10 (WFCM HIGH WIND EDITION) Simpson Strong Tie ui -1 Q 1 e d AC4 CS20 USE 8-8d NAILS Ul F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS NOTE: AT EACH POST IN EACH END AT w }- 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT (140 MPH 3-SECOND GUST= 120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) ATTACH LEDGER TO FRAMING EACH ROOF RAFTER 0 -4 REQUIREMENTS SHALL BE USED. MEMBER WITH N E X 5"LAG SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING BOLTS AT 16"ON CENTER w IL SEE PLAN � v 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS MEMBERS WITH G:>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) • U 13 13 m BE REDUCED TO 61NCHES O.C. E 6 Q a • O � � O 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED 4'PERIMETER EDGE ZONE 16 F 6 L N Simpson StrongTicO u_ m FOR COMMON NAILS. E 6 a d) 5 T 16 U210 2X6 RAFTER INTERIOR ZONE - z F 12(SEE NOTE 2) AT EACH CEILING JOIST t-- GABLE ENDWALL RAKE AND RAKE TRUSS E 4 4-]Od x] ]/2" O a a TABLE 3.2B (WFCM HIGH WIND EDITION-2015) F 4 ' • / ' U N Q SILL OR BOTTOM PLATE TO FOUNDATION ANCHCR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT PANEL EDGES(1N.) b. d F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) RIDGE BEAM JOIST HANGER REQUIRED MAXIMUM ANCHOR MAXIMUM ANCHOR BOTTOM PLATE TO FOUNDATION FOUNDATION BOLT SPACING(IN.) BOLT SPACING(IN.) 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH d AT CATHEDRAL CEILINGS d BOLT CONNECTION RESISTING SUPPORTING (1/2"ANCHOR BOLTS) (5/8" ANCHOR BOLTS) SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. .1 ' O LSSU OR EQUAL 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS • Simpson Strong-Tie 2"MINIMUM WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. �� U210 2X6 SIDECOVER ••6 AT EACH DECK/PORCH JOIST RIDGE PAGE : LATERAL AND SHEAR LOADS 1-3 STORY 31 48 Simpson Strong-Tie •' Simpson Strong-Tie 3.TABULATED 61NCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS 4-]Od x 1 ]/2" WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 41NCHES O.C. TYPICAL PORCH/DECK SSTB28 WITH BP 1 AT EACH POST FOOTING TENSION-STRAP NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY SIMPSON,SEE DETAIL 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS DETAIL WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. LEDGER CONNECTIONS ANCHOR BOLT DETAIL PORCH COLUMN CONNECTIONS COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. Plate nail-16d Load bearing or shear wall above When sheathing thickness exceeds 718", (0.135"x 3-1/2")at Floor panel nail-8d(0.131"x 2-1/2") IRC 502-7 requires lateral g INTERMEDIATE BEARING JOIST DETAILS trim sheathing tongue at rim board at 6"on-center restraint(blocking) all (must stack over wall below) Load bearing or shear wall 2x_stud wall 12"on-center ( 9)� NO LOAD BEARING WALL ABOVE g Plate nail Web Stiffeners Plate nail-16d(0.135"x 3-1/2") intermediate supports in above(must stack over wall required each at 16"on-center* at 16"on center Web Stiffeners required each Seismic Design below when resent Plate nail q g Web stiffeners required present) side at A2W Floor panel nail-8d(0.131"x 2-1/2") side at A3.4W Categories DO,D1,and Blocking panel D2 to strengthen the floor each side at B3W Blocking panel at 6"on-center* Attach panel diaphragm. 2x4 minimum Blocking panel per code or 11/4"TimberStrand®LSL rim board.* squash blocks Web Stiffeners required specification each side at A3._W B1 B1 W Toe nail-10d(0.131"x 3") Rim-to-joist 1-1/4"TimberStrand 12' at 6"on-center nail 1-1/8"rim board. min. Toe nail When sheathing thickness For rim board thicker than 1-314" +tis 1 Web stiffeners required on Toe nail Toe nail-I Od(0.131"x 3") exceeds 7/8",trim sheathing -Attach TJI®Joist to rim board with one 10d(0.128"x3") Web stiffeners each side of both joist ends at 6"on-center* tongue at rim board nail.Top nail from TJI®joist into rim board. required each side at B4W TJI rim joist -Connect corner with four IOd(0.128"x3")nails.Toe nail from at BIW and B2W Web Stiffeners For rim board thicker than 1 3/4" Install proper blocking to side of parallel closure into rim board required each Must have 1 3/4"minimum support all panel edges required with shear ar be -Attach TJI Joist to rim board with one 10d(0.128"x3")nail. PP p 9 Blocking panels may be 9 P Y End of joists at centerline side at Al W 62 B2W required with shear walls required with shear walls above of support Dist bearing at ends. Top nail from TJI joist into rim board. q B3 B3W B4 B4W 0(9 A2 A2W I 9 *See iLevel TJI v Joist Specifiers Guide, #TJ-4000, above or below-see detail or below(See detail B1) -Connect corner with four 10d(0.128"x3")nails.Toe nail from p Bi Attach rim joist per A3 detail. side of parallel closure into rim board A3.4 A3.4 and iLevel v Rim Board Specifier's Guide, #TJ-8000, 8(9(9 A3.3 W for additional installation specifications and Conventional construction code minimum for use with p A3 only. See the iLevel TJI s Specifier's Guide, applications. A3W A3.1 @A3.2 A3..3 #TJ-4000,and the iLevel ® Rim Board Specifier's Guide, #TJ-8000, for A3.1-A3.3 installation specifications and l+t4"TimberStrand ®LSL or iLevel v IV rim Blocking Nail through 2x-cantilever,wood backer applications. a 8"diameter maximum hole for board,Nail with 10d(0.131"x 3")nails,one each panel and TJI®joist web with 2 rows 10d 6'-0"length of TJIO joist " at to and bottom flange.Nail to blocking panel (0.148"x 3")nails at 6" reinforcement and filler 11-718 -16"deep blocking 1-1/4"TimberStrand®LSL or iLeve101-118"rim board. P g g P on-center,clinched.Use block.Use 4'-0"length panels;6"diameter maximum Nail with l Od(0.131"x 3")nails, with connections a uivalent to floor panel 8"diameter maximum hole for for blocking panels 9-1/2"dee schedule. 16d(0.135"x 3-1/2")nails with • with 9-1/2"and 11-7/8" 9 P P one each at top and bottom flange. Attach reinforcement to Web stiffeners 11-7/8"-16"dee blocking 4-0"length of 8' diameter maximum hole for 3-112"TJI®joist P 9 TJI®'oasts. or shorter than 12"long. " + " Load from above required both panels;6"diameter maximum for 3/4"reinforcement on 11-7/8"-16"deep blocking � Attach reinforcement to joist joist with one 8d(0.131 x 2 h )nail at each corner flange widths one side at E2,both panels;6"diameter maximum Do not cut flanges. sides at E1 W blocking panels 9-1/2"deep or with one 8d(0.131"x 2-112") Horizontal blocking panels shorterthan 12"long. sides at E3 far blocking panels an 9-1/2"deep " a or shorter than 12"long. 1-1/4 TimberStrand0 LSL or nail at each corner between each joist.Nail to top F1 applies to Do not cut flanges. iLevel®1118"rim board.Nail with E5 plate with connections uniformly z + Do not cut flanges. tis 10d 0.131"x 3' nails,one each ( ) equivalent to floor panel loaded joists � 1-1/4"TimberStrand®LSL at to and bottom flange. 12"length of 3/4" P 9 schedule. only. tD or iLevel(D 11/8"rim board. reinforcement on one > Nail with 10d(0.131"x 3") Attach reinforcement to joist jj side at E5,both sides 12"length of 3/4" Wood nails,one each at top and web with 3 rows 10d Full depth vertical I at E6 reinforcement on backer �2 ee5ot�``1� bottom flange. (0.148"x 3")nails at 6"on- blocking between E7 one side at E7,both i`�e5 1 cat`�oaa " center,clinched.Use 2 rows each joist I O sides at E8 �` e� 1�tio1� 2x4 minimum Attach reinforcement to LO �� with 9-1/2"and 11-718" �14 F1 c2\er�t l� squash blocks joist flange with 8d a���` TJI®joists. Less than 5" Less than 5" p (0.131"x 2-1/2")nails at O O 6"on-center.When Use 2x4 minimums squash blocks 1-1/4"TimberStrand®LSL or Face rain a�`� E4 Not for use with 3112"TJI joist flange widths E6 E8 CS q iLevel®1-1/8"rim board.Nail with g reinforcing both sides, ! g to transfer load around TJI®joist horizontal stagger nails. O O tI Odop (nd bot x 3")nails,one each at se ggtop and bottom flange. Gap*. WEB STIFFENER ATTACHMENT " 1-1/2" +te"minimum 1 Option#1: ( 2�"maximum N EXTERIOR DECK ATTACHMENT TJI®Joist blocking with end for TJI® 4 0 Structural exterior sheathing Apply subtloor blocks installed at 1/3 joist-span locations using 560,560D, adhesivr to all two 8d(0.113"x 2-1/2")nails or s47 joist) Web stiffener each side. 2-1/2"screws,typical L With point load from above ,i install web Flashing Filler block: Attach with ten 1 Od(0.128"x 3")nails,clinched. g contact surfaces See sizes below. stiffener tight to top flange(gap at bottom o Use ten 16d(0.135"x 3-1/2")nails from each side with 3-1/2' ht must TJI®joist flange widths. Use fifteen nails with TJI®joist depths Flush bearing plate required. Treated �Sp'�`1 Tight fit' flange)when there is no support below. $ Hangera minfmum of g Maximum 1/4"overhang g }o�y g q realer than 16". 2x-ledger er „i Nailing Requirements Backer block: Install tight permitted at beam. "� �t<` Depth Minimum Web a 60%of joist depthTJI to top mount(tight to 1-114"TimberStrand® DistSeries LSL or (in.) Stiffener Size Type Number Nails bottom flange with face See fastener iLevel®1-1/8"rim board. End Intermediate mount hangers).Attach table below.Maintain Option#2: 110 All 518"x 2-5/16" with ten 1 O(0.128"x 3") i` � 2"distance(minimum)from 2x strapping installed at 113 joist- 210 All 3/4"x 2-5/16" 8d To nails,clinched when edge of ledger to fastener. span locations using two 2-1/2" 230&360 All 7/8"x 2-5/16" (0.113"x 2 th") mount screws per joist,typical s31 &s33 All 1"x 2-5/16" 3 3 hanger possible. Ilowable Load/Factored Resistance lbs 16d Face Backer block Fastener -1/4"TimberStrand® iLevel®1-118" - Option#3: 560&s47 All 2x4 0.135"x 3+ mount both sides of web with LSL rim board rim board ( h") hanger single TJI®joist 31s"la bolt 400/630 N.A./N.A. Directly applied ceiling 18" 4 4 1/2"lag bolt 475/750 400/575(1) 20^ 16d 5 5 Web stiffeners required if sides of (1)This factored resistance is with a 3/8"gap between the rim board PB1 When specified on the layout, one of W 5600 22" 2x4 (0.135"x 3+h") 6 11 , `% H1 hanger do not laterally support at H2 With top mount hangers,backer block required H3 LA and deck ledger O the above bracing options is required 1 24" 1 16 13 U O least only for downward loads exceeding 250 lbs or O -Allowable load determined in accordance with AC 124. 'Do O O a"of TJI®joist top flange g for uplift conditions. p -Corrosion-resistant fasteners required for wet-service applications. FASTENING of FLOOR PANELS X Guidelines for Closest On-Center S ac ng per Row FILLER and BACKER BLOCK SIZES ('` 1L.4 BEAM and COLUMN DETAILS TJI®(l) Rim Board 1.,lz" _ TJI m Joists 110 210 230 or 360 560 ; Nail Size 110,210, 360 and iLevel® 1.114" TimberStrand®LSL Microllam v Parallam a) 9-112"or 9-1/2"or 14"or 9.112"or 14"or 18"or 14"or 18"or � BEARING FOR DOOR BEAM TO BEAM BEARING AT and 230 560 11/8" imberStrando LSL or wider LVL PSL Depth 11-7/8" 14,E 11-718" 16" 11-7/8 16" 20" 1-718" 16" 20" LIJ 0) BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 8d(0.131"x2 +�"} 4" 3" 6" 4" 3" `;" 3" Filler Block (+) 2x6 2x8 2x6+318" 2x8+3/8" 2x6+112" 2x8+112. 2x12+1/2" Two Two Two O F 0 U Od(0.148"x 3" ),12d(0.148"x 3 +r4") 4" 4" 6" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 _ t, to 1-114"TimberStrand®LSL or Strap per code if top -- Cantilever 2x6 2x10 2x6+3/8" 2x10+318" 2x6+112" 2x10+1/2" N iLevel®1-1/8"rim board or plate is not continuous 16d(0.162"x 3 +y") 6" 6" 16" 6"(2) s"(2) 8" s" r blocking for lateral support over header Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not Not applicable t (1)One row of fasteners permitted(two at abutting panel edges)for diaphragms.Stagger nails when using 4"on-center spacin•r,and maintain 318"joist (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable �` LU and panel edge distance.For other applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2"and ,:angered. Backer Block (+) m ` (2)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1-318"(to avoid splitting). (Detail F1 5/8"or 314" 3/4"or 718" V Net 2x6 2x8 2x12 X O 0 . Recommended nailing is 12"on-center in field and 6"on-center along panel edge. 14 ga.staples may be substil,,ted for 8d(0.113"x or H2 (L1(��l Fastening requirements on engineered drawings supersede recommendations listed 2-1/2")nails if minimum penetration of 1"into the (1)If necessary,increase filler and backer block height for face mount hangers and maintain 1/8"gap at top of joist; 0 D M Ce Top above. TJI®joist or rim board is achieved. see detail W.Filler and backer block lengths should accommodate required nailing without splitting(12"minimum for co J.L. mount f backer blocks and 24"minimum for filler blocks). �--- Z (� 1.J- hanger Protect untreated • iLevel recommends using a non-polyurethane subfloor adhesive on all contact points g UJ Face mount between panels and floor framing. Maximum spacin of nails is 18"on-center 0 7 hanger wood from direct forTJl®joists. Column contact with • Nailing rows must be offset at least 112" Joists must be laterally supported at ()_ and staggered. L1 L2 L3 See Current iLevel® literature L4 concrete cantilever and end bearings by blocking UJ O O for framing connectors panels,hangers,or direct attachment to a rim board or rim joist. MULTIPLE MEMBER Silent Floor®joist framing U_ Safety bracing(1x4 CONNECTIONS FOR TOP-LOADED BEAMS (1) does not require bridging or minimum)at 8'on-center(6'on- --� mid-span blocking El center for TJI 0 110 Joists)and 1-3/4"-Wide Pieces: extended to a braced end wall. o Minimum of 3 rows 10d(0.128"x 3")nails at 12"o.c. Fasten at each joist with ENCsINEEfR. two 8d(0.113"x 21/2")nails o Minirnum of 4 rows I Od(0.128"x 3")nails at 12"o.c. minimum for 14"and deeper beams ELEVATED (see WARNING). o If using 12d-16d(0.148"-0.162"diameter) BEAM ON COLUMN BASE COLUMN BASE DO NOT bevel cut H2 BEARING AT nails,the number of nailing rows may be COLUMN CAP joist All COLUMN reduced by one. beyond inside face Rim board 3-1/2"-Wide Pieces: of wall. E2 joint between DO NOT overhang seat cuts joists on beams beyond the inside • o Minimum of 2 rows 1/2"bolts at A3 , i•. �• face of support member. 24"o.c.staggered ;. (1)Load must be applied evenly across entire si>; ;; '` ' ':'+ '• beam width.Otherwise,use connections for side-loaded beams. Verify column capacity Optional CS JEFFREY T. SUTLER, P,E. and beam bearing Additional nailing or bolting may be non-shrink TJI®rim joist ' L5 length.See current L6 required with side-loaded multiple-member P1 P2 P3 grout O L3 p � iLevel®literat)are. O beams. Refer to current product literature. A2 1114"TimberStrand®LSL or iLevel®1118"rim board. _J ; 0 M TJI®JOIST NAILING REQUIREMENTS at BEARING B1 L1 W o H 1 V N TJI®Joist to Bearing Plate Squa h Blocks to TJI®Joist (Load bearing wall above) LL 1-1/4" 1-1/4"TimberStrand®LSL or w O a z iLevel®1-1/8"rim board. One I Od(0.128"x 3") nail into each flange L5 B3 U) +- caLLI m One 8d(0.113"x 2-1/2") z° nail each side.Drive Q Z m z nails at an angle at leastp (f) 1-1/2"from enO d. INSTALLATION TIPS B4 Use B1 or B2 at Y N a a �--� intermediate bearings 1-3/4"minimum bearing at end A►so see detail B2 Subfloor adhesive will improve floor with load bearing or C) to 0 support;3-1/2"minimum at performance,but may not be required. 0 Q intermediate support End of joists shear wall from above Shear transfer.Connections equivalent to Squash blocks and blocking panels carry at centerline C/) Q ~ t'loor panel nailing schedule stacked vertical loads(details B1 and 132). of support Braced end wall- Packing out the web of a TJI v joist(with web see note 3 under LlJ O Rim to TJI ®Joist stiffeners)is not a substitute for squash blocks WARNING U V LL 1-1/4"TimberStrand O LSL 3-1/2"wide TJI ®rim or blocking panels. H1 0 \ O N � - O tZ3or iLevel 0 1-1/8"rim board joist: Toe nail with When joists are doubled at non-load bearing • 0- t_ O or 1314"wide TJI 0 rim joist: 1 Od(0.128"x 3") parallel partitions,space joists apart the widthO Q O _ m One 10d(0.128"x 3")nail nails,one each side of the wall for plumbing or HVAC. O into each flange of TJID joist flange O z 2-1/16'-2-5/16"wide TJI® Additional joist at plumbing drop(see detail). L4 O w w rim joist: One 16d(0.135"x 3-1/2"wide TJI® 3-1/2")nail into each flange rim joist ~, , a "•• - O LA Exterior O N a 1�4"minimum bearing Locate rim board joint between joists. Top View •:. O Deck Structural Attachment10 DO NOT use sawn BEAM ATTACHMENT at BEARING O sheathing lumber for rim O board or blocking, 1-1/4"TimberStrand®LSL or O t7 as it may shrink iLevel®1-1/8"rim board. Shifted Additional after installation. joist Plumbing drop joist Protect untreated O Use only PAGE :wood from direct See engineered contact with 1-1/2"knockouts at C+ H3 ALLOWABLE concrete approximately 12" HOLES lumber. Drive nails at an See framing plan(if applicable) on-center One I Od(0.128"x 3")nail angle to minimize or iLevel a Framer's Pocket g p f 9 each side of member at splitting of plate Guide for minimum end and Bearing plate to be bearing, 11/2"minimum intermediate bearing lengths. flush with inside face from end of wall or beam COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROI-IIBITED U11TI-IOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C.