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Home My WebLink About43320-ZTown of Southold 11/13/2019 0 P.O. Box 1179 o • 4 53095 Main Rd 4, ao� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 40846 Date: 11/13/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: SCTM #: 473889 205 Summit Dr, Southold See/Block/Lot: 79.-6-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/3/2018 pursuant to which Building Permit No. 43320 dated 12/18/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED FRONT PORCH, REAR WOOD LANDING, ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to WH Crumb LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0118 10-08-2019 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 09-30-2019 4,119n n9 -*In -,)()IQ SUFFntK TOWN OF SOUTHOLD �,�o ooay BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 43320 Date: 12/18/2018 Permission is hereby granted to: Helgeson, John 205 Summit Dr Southold, NY 11971 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 205 Summit Dr. Southold SCTM # 473889 Sec/Block/Lot # 79.-6-16 Pursuant to application dated To expire on 6/18/2020. Fees: 12/3/2018 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,565.20 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 A 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. ,o New Construction: {/ Old or Pre-existing Building: (check one) Location of Property: 2 �� S U hA & i f � fir. �-k S0 N -A_ i d- ) L � House No. Street Hamlet Owner or Owners of Property: Ke� pe V Suffolk County Tax Map No 1000, Section �'1 ®a Block Lot cro Subdivision Filed Map. Lot:, A/� Permit No.A Date of Permit. Applicant: ,(L S)OVZ- Health Dept. Approval: A1C,-- 1 ® 11 �' Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted. $ J,50 App i� Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 sean.deviin(c)-town.southold. ny. us CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: WH Crumb LLC Address: 205 Summit Dr city Southold st: NY zip: 11971 Building Permit #: 43320 Section: 79 Block: 6 Lot- 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor- DBA Neubauer Electric LLC License No. 3867 -ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 47 Ceiling Fixtures 1$ HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 7 Smoke Detectors 3 Main Panel A/C Condenser 2 Single Recpt 1 Recessed Fixtures 26 CO Detectors Sub Panel A/C Blower 2 Range Recpt 40A UC Puck Lts 5 Pumps Transformer Appliances Dryer Recpt 30A UC Tranny 1 Time Clocks Disconnect Switches 3$ Twist Lock Exit Fixtures Combo SD/CO $ Other Equipment- 3- Bath Exhaust Fans, Notes, Inspector Signature: S Devlin -Cert Electrical Compliance Form.xls Date: September 30, 2019 Town H R Annex 54375 Main Road P.O. Boa 1179 Southold. NY 11971-0959 Building Permit No, L -_;W Owner: W4 Cr J (Please Plumber: I certify that the solder lead. Sworn to before me this day of C— Notary Public, ( Notes Public - s750a Kew York N4.OIAN4 tluslitied in NassauCountyy Gomm. -Ex irM 2021 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICA�ION Date: - i 30119 L Telephone (631) 7654802 Pax(631)765-9502 2019 LTi.° �:� I° i ;� -' '-�'' � . _-:•�-t-; - } in the water suppler system contains less than 2/10 of I% (PltuntV SlignaftM pF SOUjyo{o # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `yCO 765.1802 INSPECTION [NDATION 1ST lVf% [ FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ]ELECTRICAL (ROUGH) [ ]CODE VIOLATION OCRAADICQu [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE o � INSPECTOR / OF So//T 1, y� yp #TOWN OF SOUTHOLD BUILDING DEPT. courm , 765-1802 - INSPECTION [ ] FOU DATION 1 ST [ ] UNDATION 2ND FRAMING / STRAPPING- [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE YNSPECTO # # TOWN OF SOUTHOLD BUILDING DEPT. courm,765-1802 INSPEC ION [ ] FOUNDATION 1ST [FOUNDATION 2ND [ ] /STRAPPING [ ]FIREPLACE &CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ �OUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (FINAL) DATE INSPECTOR __ / 1iiiw OE SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPE� [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION C�'ION [V�ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (FINAL) [ ]CAULKING DATE 14101 )!Pql INSPECTOR OF 50G1�o� * # TOWN OF SOUTHOLD BUILDING DEPT. courmN�`' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING REMARKS: DATE INSPECTOR<7' �% qjv® pF SDUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. - courm , 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [] OUGH PLBG. [INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION [ECTRICAL (FINAL) [ CAULKING DATE %'� INSPECTOR SO ,wtitM�i�� O�j F SOUlyolo To TRO ti, # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,N�'765-1802 z INSPECTION C [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: NA -l.- ICA -b [ ]ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) t—lWjr [ ]CAULKING DATE INSPECTOR +� I OE SOUTy� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. j ] SULAT��I//OWCAULKING [ ] FINAL 11,6 [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 DATE ^d INSPECTOR *t• �..._ + �` ..�. •�; 9. ��t r .`;�. 'aft 1A Yt �.e a t+a i z�.' �t '!!`- tj+, •t %`��1s�; • rr •. a� ERTIf I -ED TO.MEET TH E NEW YORK EGCC` a' '20.96 �ENERY CUDE Y.t a. T i•W- ''''` .x .,.-saM �_x3s. .y'+'• _ t..-_•. i'3 �f tl,�. •'lz_ .,•`!; {dtl��s�. { .�.+r z=-.ax�bs �'�:f'' r<"� �'i .�1ti-�� az.... r} iV# i 'mai i'� ice. ,a i�•-t '" }ffi'!. ,e %+++i +Y ,+1/� rt;!lit;itIi}♦i#�1ti=..9 •?ifi,ltt£t Ki•i1A+ �� ML h!� a w sW 11 �r rA� r =t. TH . HQME ;1S ty J4" t e*N e i �•tY + Ceiling Vaulted Rod 7 ta.r •. 'tGrade Walls R-18 Above Foundation t �• Framed Floor R-30 taw rk Slab A �*Window tw4� •r ., As a 3rd party extension of the code Jurisdiction Chapter 4 of the adopted I nternational Energy Qi building plans, specifications, and other calculatioi that the mandatory provisions of the IECC have br, • ! y Organization: Ener t 3 r.+ mow: a � M 3 + This soMqare has been al It has not t'tt l't ! rs fit •k'v;t/ `.s ♦ x ••'i'•i �� s'•t!�; =�t S�*tt•a � �;S! is;�'i !�•F `rw�*'f 4� � �? *t• �..._ + �` ..�. •�; 9. ��t r .`;�. 'aft 1A Yt �.e a t+a i z�.' �t '!!`- tj+, •t %`��1s�; • rr •. a� ERTIf I -ED TO.MEET TH E NEW YORK EGCC` a' '20.96 �ENERY CUDE Y.t a. T i•W- ''''` .x .,.-saM �_x3s. .y'+'• _ t..-_•. i'3 �f tl,�. •'lz_ .,•`!; {dtl��s�. { .�.+r z=-.ax�bs �'�:f'' r<"� �'i .�1ti-�� az.... Name Energy bating Certificate Rating Date: 2018-10-22 Registry !D: Unregistered Projected Report Ekotrope ID: bL7G3RjL Your Horse's Estimated Energy Use: Heating Cooling Hot Water Lights/Appliances Service Charges Generation (e.g. Solar) Total: Use WSW M"O Enemy 53.5 350 Existingr4o $ 93 Homes 4� 130 18.7 110 Air Conditioner • Electric • 14 SEER - Ito Reference p,,"� 100 Home x,F 90 80.0 CFM • 36.0 Watts T so 20 CFM25 }` 7o R-18 "'4Y�✓ 60 Vaulted Roof, R-38 so U -Value: 0.32, SHGC: 0.29 r, s 8e This Home N/A ",tr`l zo Zero Energy 10 Home 0IV Use WSW Annual Cost 53.5 $1,010 1.5 $ 93 11.3 $207 18.7 $1,056 Air Conditioner • Electric • 14 SEER $65 0.0 -$0 85.0 $2,431 Home Feature Summary: Home Type: Single family detached Conditioned Floor Area: 2,075 sq. It. Number of Bedrooms: 3 Primary Heating System: Boiler • Oil • 87 AFUE Primary Cooling System: Air Conditioner • Electric • 14 SEER Primary Water Heating: Water Heater • Oil • 0.79 Energy Factor House Tightness: 3 ACH50 Ventilation: 80.0 CFM • 36.0 Watts Dud Leakage to Outside: 20 CFM25 Above Grade Walls: R-18 Ceiling: Vaulted Roof, R-38 Window Type: U -Value: 0.32, SHGC: 0.29 Foundation Walls: N/A This home meets or exceeds the criteria ®f the following. - 2015 International Energy Conservation Code 2009 international Energy Conservation Code 2006 International Energy Conservation Code Rating Completed by: Energy Rater.Matt Wahl RESNETID:2572845 Rating Company:Energy Rating Service Inc 35 Tellar Dr, Islip Terrace, NY 11752 631-383-4198 Rating ProvidemEnergy Vanguard 533 W Howard, Suite E, Decatur, GA 30030 678-66243327h Matt Wahl, Certifle Energy Rafter Date: 10/22/18 at 4:48 PM TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 Southoldtownny.gov Examined 20• vpprovea 20 Disapproved a/ Expiration 20_ DEC 3 2018 BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. l -)L-0 Do you have or need the following, b re applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.&D.E.C.- Trustees C.O. Application . Flood Permit Single & Separate Truss Idenntification Form 7C7� Storm -Water Assessment Form Contact: Mail'to:- I��J""' �3I'0IC%�> - LL0-% Phone:_ - Sj 6 — 0 0 L/—,-1 - a� Building Inspector APPLICATION FOR BUILDING PERMIT B=- DIii O DEQ o Date �/ , 20 TOWN OF SOUT11OLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit Shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy, f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date: If no'zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new, permit shall be required. APPLICATION IS HEREBY MADE to the,Building'Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing•code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder . Name of owner of premises !le (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. 14 - Plumbers License No. Electricians License No. Other Trade's License No. 1. Loc tion of land on which roposed work will be done: House Number Street County Tax Map No. 1000 Section / 6 Bl"ock , Cp' 637 _ � _ Lot %0013 6 2. State existing use and occupancy of premises and intended use and a. Existing use and occupancy \-/*Q1�'i L ---p of proposed construction: b. Intended use aPA occupancy 3. Nature of work (check which applicable): New Buildingy Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on -filing this application) If dwelling, number of dwelling units S Number of dwelling units on each floor 1 c� Se cc,,, I rl%dz*r If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. V�gS, al )�9 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or ad di io Is: F nt _ _ Rear Depth Height umber of Stories 9 `l, ; ': 8. Dimensions of entire new construction: Front Rear 2� S� '� ' a _Depth �3 7 Height Number of Sfories' 9. Size of lot: Front �� Rear '`� f Depth 1j - 10. Date of Purchase—up-1 1 h r Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO'Will excess fill be.removed.from premises? YES NO L� 14. Names of Owner of premises t 1 SPSgad Address b `' ' Phone No. 6P - -7 Name of Architect �jdL sl c E14 Address, > Phone No - &3j - F ft' —i 3) 9 Name of Contractor r C o� �o-� �A �ess 1, Addr� �;'-CA�J � Phone No. 91(, -,,I& Loij 1&,t7j�ajj- [N-7> 15 a. Is this properly within 100 feet of a tidal wetland or a freshwatervetland? *YES NO 9� * 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 l� * 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 NOy * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS:, COUNTY OF"-� being duly sworn, deposes and says that (s)l a is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this `S Y'2- day of 20 AM RUDD H,.,tary Public, State of Notary Publl No. OIRU60209 Qualified in Suffolk Uuwuy Commission Expires March 8, 20L I Scott A. Russell �a,°SU�� T�OIKIM�1C_��ATIE)EZ SUPERVISOR - (� � � I��1CA\lam A\ ��)EI��7C)E1� �C' SOUTHOLD TOWN HALL - P. O. Box 1179 53095 Main Road - SOUTHOLD, NEW YORK 11971 '%O Town of ,So u th o ld i 1 4k Y+ CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET DEC 0 5 2018' (TO BE COMPLETED BY THE APPLICANT) ! ___—. —• DOES THIS PROJECT INVOLVE ANY OF STIP FOLLOWING: (CHECK ALL THAT APPLY) j [DA. Clearing, grubbing, grading or stripping of land which affects more han 5,000 square feet of ground surface. I E] Excavation or f illing involving more than 200 -cubic yards of material within any parcel or any contiguous area. ❑ Qe Site preparation on slopes which exceed 10 feet vertical rise to i 100 feet of horizontal distance. ❑ Site preparation within 100 feet of wetlands, beach, bluff or coastal rosion hazard area. E] QX. Site preparation within the one -hundred -year floodplain as depicted on FIRM Map of any watercourse. F.' Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management E Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner, Design Professional, Agent, Contractor; Other) NAME. rP��a Contact Information Property Address / Location of Construction Work: FORM 4 SMCP - TOS MAY 2014 S.C.T.M. #: 1000 Date District U (ped /a eju a aafii coon Block Lot ` FOR BUILDING DEPARTINIENT CASE ONL`," ' {� Reviewed By: If Date: /&/// ❑Approved for processing Building Permit. tormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Depprtment for Review.) 5ls APPLICANT: (Property Owner, Design ProEe • I, Agent, COntrACtOt, Other) NAME: TAU Ylurc Prar ?iynauNe T.kplw Nome.. S.C.T.M. #: 1000 —� _ (� Section Block Lot 01 A- z `� °1 x CHAPTER 236 Stormwater Management Control Plan CHECK LIST S M C P - Plan Requirements: Provide ONE copy of the Building Permit Application. * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checkl(st! . Date: W311 I, ASite Plan drawn to scale Not Less that 60' to the inch MUST bhow all of the following items: if You answered No or NA to any Item, Please Provide Justification Here! If you need additional room for explanations, Please Provide additional Paper, YES NO NA a, Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by § 236-17(C)(2). DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 befc, d. Test Hole Data Indicating Soil Characteristics & Depth to Ground Water. Backfill, OR Provide Engineer's Certification e, Limits of Clearing & Area of Proposed Land Disturbance. that the drainage has been installed to Coca f. Existing & Proposed Contours of the Site (Minimum 2' Intervals) 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), I. Location of proposed concrete washout area(s). EROSION & S' Shall include A well' Wireeneins, Astftictiull rano, stabilization See c ive soils. M. Location of all proposed erosion & sediment control measures. 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 rainfall / storm event. 3. Details & Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. C, Inlet Drainage Structures (e,g, catch basins, trench drains, etc.) d. Leaching Structures (e.. Infiltration basins, swales, etc.) '"', FOR LNGINEERINQ�EPAII Reviewed & Approved By: IYl} N'r USE ONLY Date: i7r1RT\n * gwrp I Nt - Tnq M AV gn i d Additional Information R�equiRo I Stormwater Management Control Plan is Not Complete. �Stormwater Management Control Plan is Complete. , . SMCP has been approved by the Engineering Department. 1 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 119714959 Telephone (631) 765-1802 7gg65QQ-1802 roner.richertCa�`uvn s0uttiffi ny tis 1BUUMING MARTNIENT TOWN OF SOUTHOL D APPLICATION FOR ELECTRICAL INSPECTION ESTED BY: i yv' lb_ h , �, / my Name: l�'Lt;�¢�� G�' 9/9(M c � t c� 3 No.. — s: No.:. J®BSITE INFORMATION: (*Indicates required information) *Narne: 110 G ru b ILC- *Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: Date: _!�/ �& I J/V l u>1t r0a, N'�J);70Y 195 SU/nM,,-/-12 ' ✓� oloL l 1 ? P©,01 13A Il S1 b Z�K �yZ v 1000 Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Yjo iqbc), 2100 - F -7 -( Please Circle Ail That Apply, *ls job ready for inspection: *Do- you need a Temp Certificate: YES ! NO Rough In Final C�, NO MX 63/ -3 11 6$1_ Tamp Information (If needed) *Service Size:Pha ` 3Phase 100 i5 t�300 350 400 Other *New Service: Re -connect Undergroun Number of Mote 'Change of Servlce Overhead � ' i� � Additional Information: PAYMENT DUE WITH APPLICATION �� ZMequest for inspection Form MAY 2 1 2019 +�ir Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 -BJJ1LD_IN-G DEPi4RTMENT NOTICE OF UTILIZATION WOOD Telephone (631) 765-1802 Fax(631)765-9502 STRUCTION, PRE-ENGINEERED BER CONSTRUCTION , Date:- I Q -3/1 Cr- ' Owner: T 1 Locatiop,"of, Property: �� ►M,n�, j - T Please take notice that the (db6ck epplicable'line): L- � New commercial;Or,''tgsid6i t a"I'structure' y ''Addition to eats ir� commor•.cial or•residential structure = . f habilitati�ri.`t i.an existingxcommf ercial or reside�etd, ktuctore' to be, -p nstrucfec t'r performed at the subject property reference above wiN l" `Iize - (check applicable -line} Truss- type,eonstruction (TT)-�Z ; Pre-engirxeet,e wot "corasiruction (PW), Timber construdtiol -(TQ-} in the following location(s) (check applicable fine): Floor framing, including girders and beams (F) Roof framing (R) L,,'/Floor and roof;framing.(FR) Signature: 11-7 Name (person submitting this form): �✓� L Capacity (check applicable fine): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 \ REFL�IVE WHITE REFLECTIVE RED PANTONE #187 �� m AN The construction type designation shall be 44179= 4411"7 "111", 441V"or 44 /'9 to indicate the construction classification of the structure under section 602 of the BCNYS STANDARDS AND CODES 1/2" STROKE DESIGNATION FOR STRUCTURAL COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION "F97 FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R17 ROOF FRAMING "FR" FLOOR AND ROOF FRAM' ING Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 September 24, 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD To: Paul Davey 1365 Waters Edge Way Southold, NY 11971 RE: SCTM#79.-6-16 — Helgesen, determination of merger request Mr. Davey: Telephone (631) 765-1802 Fax (631) 765-9502 Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold, we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions, please feel free to contact me at (63 1) 765-1802. Respectfully Yours, Am"Vl:a 'Wnanda Nunemaker, Plans Examiner S.C.T.M. NL,. DISTRICT: 1000 SECTION: 79 BLOCK: 6 LOT(S): 16 - #PRE -18-1889 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES` PERP417 FO? rIPPROVAL OF CONSTRUCTION FOR A :"SINGLE; F,{;LILY RESIDENCE ONLY � TYPICAL DRYWELL CROSS SECTION I (CONC. PRECAST ,COMPONENTS) DATED" 0 3 ., 2 1g�;~ ` I.t:F, No. B• SLAB FOR NON -TRAFFIC BEARING APPROVED 0 s• SLAB Fn+e TRAFFIC LIr�Rr,c - WAVY DUTY „� A "� P"C CAST NM F1iAAE AND APPROVE VN UTLET PIPE FOR MAXIMU&I OF BEDROOMS MIN. a• Lx1 oovER ro GRADE ro ExRM1�a N Pvuv,/By,• Pima+keV'' EXPIRES THREE YEARS FROM DATE Of APPROVAL ® ED El El 0 .._. APPROVAL OF�'�S'TORMMipiilATER MANAGEMENT CTROL PLADaatte:: 2�1�>1 {- / Code 7a� 3' MIN. 8' COLLAR GAl•V CII I kAATVDIAI TA AC EROSION & SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive sail. I � bX-eel\ (A-1 a� 61 J DRAINAGE CALCULATIONS: A) DWEWNGW/COVERED PORCH -1,307 SQ.FT. 1,307 x 0,ia6217cf REQUIRED B) DRIVEWAY -340 SQ.FT. .340 x 0.166 57ef TOTAL - 274 of REQ. (1) 6'DIA x 7' DEEP DRYWELL-310cf PROVIDED l z3 Uo � i C= - 3 CPIEAL SECTION Rix 1 GEOTEXTILE FABRIC FLOW OIRIJftbR- _ - EXCAVATED AND BACKFILLED TRENCH -� - SUPPORT POSTS WOOD OR METAL EXISTING GROUND NO WATER THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 11-6-18 AUG. 31, 2018 — 17' LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS McDONALD GEOSCIENCE ELEVA77ON DATUM. NAVD86 --- ---_- AREA -9,372.72 SQ.FT. or 0.22 ACRES -------- UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC770N 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 714EY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUE'iIJRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY 0F: DESCRIBED PROPERTY ` ' CERTIFIED 70: SLIGO CONSTRUCTION; MAP OF: FILED: SITUATED AT: BAYVIEW TOWN ORSouTHOLD SUFFOLK COUNTY, NEW YORK FILE # 18-125 SCALE: 1 "=30' DATE: OCT. 10, 2018 N.YS. LISC. NO. 050882 KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (6131)298-1588 FAX (831) 298-1588 maintaining the records of Robert J. Henaessy k Kenneth Y. Woychuk r Y MINIMUM 50' ANN. SEDIMENT ON SITE HAY BAIL AND/OR SILT FENCING nary \� a N g• .CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED :3/4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. NO WATER THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 11-6-18 AUG. 31, 2018 — 17' LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS McDONALD GEOSCIENCE ELEVA77ON DATUM. NAVD86 --- ---_- AREA -9,372.72 SQ.FT. or 0.22 ACRES -------- UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC770N 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 714EY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUE'iIJRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY 0F: DESCRIBED PROPERTY ` ' CERTIFIED 70: SLIGO CONSTRUCTION; MAP OF: FILED: SITUATED AT: BAYVIEW TOWN ORSouTHOLD SUFFOLK COUNTY, NEW YORK FILE # 18-125 SCALE: 1 "=30' DATE: OCT. 10, 2018 N.YS. LISC. NO. 050882 KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (6131)298-1588 FAX (831) 298-1588 maintaining the records of Robert J. Henaessy k Kenneth Y. Woychuk Permit #: 43320 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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) Permission is hereby granted to: Helgeson, John 205 Summit Dr Southold. NY 11971 Date: 12/18/2018 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 205 Summit Dr. Southold SCTM # 473889 Sec/Block/Lot # 79.-6-16 Pursuant to application dated To expire on 6/18/2020. Fees: 12/3/2018 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,565.20 CO -NEW DEL -LIN $50.00 Total: $1,615.20 Building Inspector S.C.T.M. NO. DISTRICT: 1000 SECTION: 79 #PRE -18-1889 APPROVED INLET PIPE MIN. V DIA. PRCHED 1/8%1' TYPICAL DRYWELL .CROSS SECTION (CONC. PRECAST COMPONENTS) 6' SLAB FOR NON -TRAFFIC BEARING B' SLAB FOR TRAFFIC BEARING BLOCK: 6 AND APPROVED OUTLET PIPE TO EXMPjMIS41Q lR NGS DIk —� PITCHED 1/8%1' � �000❑ oa❑❑ 3' MIN. -8' - — COLLAR GArV PH I UATMIAI Tri Ra LOT(S): 16 SUFFOLK ("'OU iTy DE "A, OY':.�._� ..... 1�t �._SE CALTH RVICES FICRNUT GZ"" I [�P4?43Z`A:E.. Or CONST ' RL1Ci10PJ E'®R d$ rr ,7 E ' EI'uCE ONLY 1 h PPROVED FOR Mlju 6murq O;- BnRooj4S EXPIRES TIgREE YEARS FRM4 DATE Of APPROVAL Ca rpL n Ir"jk� K DRAINAGE CALCULATIONS: A) DWELLING W/COVERED PORCH=1,307 SQ.FT. 1,307 x 0.166=217cf REQUIRED B) DRIVEWAY=340 SQ.FT. 340 x 0.166= 57cf TOTAL = 274 Of REQ. I(1) 8'DW x 7' DEEP DRYWELL=310cf PROVIDED Z� U� Wm� Da �+ SCREEN SECTION 1 GEOTEXTILE FABRIC -� ISI FLOW DIRECTION EXCAVATED AND BACKFILLED TRENCH -� SUPPORT POSTS WOOD OR METAL i- EXISTING GROUND 1r,1�IITIWTti�Tfl�Tif� 4' — I Y MININUN 50' MIN. BUT SL SEDIMENT ON SITE HAY BAIL AND/OR -SILT FENCING na "Ic \`pc • z : O •{Q�4. N LL 0 ' . lQ • W p• .CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED UI ]FILL 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. '� rncn I— 17, THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 11-6-18 AUG. 31, 2018 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS McDONALD GEOSCIENCE AND OR DATA OBTAINED FROM OTHERS AREA: 9,372.72 SQ.FT. or 0.22 ACRES ELEVATION DATUM: NAVD88 ------------------- UNAUTHORIZED AL TERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF 77 -IE NEW YORK STATE EDUCA 77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 77 -IE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE 7HEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARAN7FEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY MAP OF: FILED: SITUATED AT: BAYVIEW TOWN ORSOUTHOLD SUFFOLK COUNTY, NEW YORK FILE # 18-125 SCALE: 1 "=30' DATE: OCT. 10, 2018 4,& M !✓ayua N. Y.S. LISC. NO. 050882 CERTIFIED TO: SLIGO CONSTRUCTION; KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (831) 298-1588 maintaining the records of Robert J. Hennessy k Kenneth M. 1loychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 79 #PRE -18-1889 FI REVISEU 77-6-1b APPROVED INLET PIPE MIN. 4' DIA. PITCHED 1/8%1' TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) 6' SLAB FOR NON -TRAFFIC BEARING B' SLAB FOR TRAFFIC BEARING BLOCK: 6 LOT(S):16 AND APPROVED OUTLET PIPE TO EXPANSION RINGS MIN. 4' DIA. PITCHED 1/8%1' CEO 0 0 ❑❑❑❑ 3' MIN. 8' — COLLAR MArl! CII I \IATCOIAI Tn 1217 APA 2 6 2019 fig Vwm ic,-o' TOWN TOWN OF SOMEW"D AUG. 31, 2018 McDONALD GEOSCIENCE DPOSED MEAD UIIUTIES 0 H^ � Ao R U DRAINAGE CALCULATIONS: A) DWELLING W/COVERED PORCH=1,307 SQ.FT. 1,307 x 0.166=217cf REQUIRED B) DRIVEWAY=340 SQ.FI'. 340 x 0.166= 57cf TOTAL = 274 Of REQ. (1) 8'DIA x 7' DEEP DRYWELL=310cf PROVIDED OC Z3 :5 3all^ 3 GEOTEXTILE FABRIC l FLOW -DIRECTION - EXCAVATED AND BACKFILLED TRENCH � N � SUPPORT POSTS WOOD OR METAL EXISTING GROUND 4' Y MINIMUM 50' MIN. IUT SUFFICIENT TC SEDIMENT ON 1 HAY BAIL AND/OR SILT FENCING CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 9,372.72 SQ.FT. or 0.22 ACRES ELEVA77ON DATUM:NAVD88 UNAUTHORIZED AL TERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY I I CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: FILED: SITUATED AT: BAYVIEW TOWN ORSOUTHOLD SUFFOLK COUNTY, NEW YORK FILE # 18-125 SCALE: 1 "=30' DATE: OCT. 10, 2018 4,& * 40�ppoa N.Y.S. LISC. NO. 050882 KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (631) 298-1588 maintaining the records of Robert L Hennessy & Kenneth M. lloychuk S. C. T. M. N0. DISTRICT: 1000 SECTION: 79 BLOCK: 6 #R10-18-0118 LOT(S): 16 �uFF®Lc< COUNTY DEPART&4ENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE Date T 0 P, 200 FI.S. Rei. PCO.. j4 Z The sev agc 6sgosal and 133ter ,uapiy taC'e:'iti0S a° this Iacation haw- been inspected and/or certified by this Denar;1n Ot or 0,er agencies and found to be satisfactory FiiR A iVYAYIS64U i F; BEDROOM& I Craig Krlepper, P.E., Chief LAND N/F OF \ JOHN & ELSIE HELGESEN S 6000240" E ASPHALT DRNEWAY 125.00 EL EL 42.6 �Dlt�l � 1 zo 1 EL 52.0 _ _ WARR 52.6'- y� GARAGE •: • ^ CA DRIVEWAY 3 :': 't::':'••':'•'•.; •:;' ;:3.0' 35.0' a 2�oW EL 45.0 O''''•2•STY FRM:•, ::m 32' o� WOOD STOOP "� : DWELLING;:•::3 5;. G'i 9.1x3' FFL 55.3:''= L.P. W �IR 300 0.8"::'::. 3 N EL 51.3 1.5 /R1 WINDOW 2 1J/ WELL 4 BEDROOM SYSfEY EL 42.5 1250 GAL SL EL 49.7 (1)8'x12WF LP EL 48.5 N 60002'40" W LAND N/F OF ROBERT & DIANE KATSIKAS DRAINAGE CALCULATIONS: A) DWELLING W/COVERED PORCH=1,307 SQ.FT. 1,307 x 0.166=217cf REQUIRED (2) 6'DIA x 5' DEEP DRYWELLS= 224 CF PROVIDED B) DRIVEWAY=340 SQ.FT. 340 x 0.166= 57cf (1) 6'DIA x 3' DEEP DRYWELL=67cf PROVIDED EL 50.0 3 m 0 N LAND N/F 125.00' D.P, OF MICHAEL & WENDY DOLAN O O O LO ED'S ROAD F� OCT 1 1 2019 ^r. n. 0s` rr �i �J L MIXI l `p FINAL SURVEY 09-20-19 FND. LOC. 04-24-19 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 11-6-18 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA: 9,372.72 SQ.FT. or 0.22 ACRES ELEVA77ON DATUM. NAVD88---__�—_�__—_-- UNAU7HORIZED AL 7ERA 770N OR ADD177ON TO 7HIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 714E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 714E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT IN7ENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADDITIONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY I I CERTIFIED TO: SLIGO CONSTRUCTION; ,IMAP OF: I SITUATED AT. BAYVIEW 4TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC 'SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design jP.O. Bos 153 Aquebogue, New York 11931 FILE # 18-125 SCALE: 1 =30DATE: OCT. 10, 2018 PHONE (831)298-1588 FAX (631) 298-1588N.Y.S LISC. NO. 050882 maintaining the records of Robert J. 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'\ /\` / �\ / \" ✓, ; \\/ /`\' `✓ f\�✓/� \.% 1, \\/ /'\\ i r"\t\,� `� /i ` \ `/ '\ \ _ ',�� ` %/`� , _^` ,� \'•� i %,/'\`.��J✓�\\ i'�\\ /'\\f ,/,�\, /"`� j,�\�/.��•, /, > //\ �\”%✓'�� J/;�\\ / /,r /� ��"��f-\�`;f /-\\ /�' //:\, / \\/''t \//��'�'�\�'/„\l✓%;\�% �\/'��/' ✓,/�%j'�\/J\�� \l i✓'~R NOT V?'ALID \ /✓�\J \ f ..;\\.IjFPAIZTIVI'ENTAZ^_S +I,iA�4`�t //// \\J R` %.`NX,/ IX y\\/ CONS/UtME \t��E'\AIk�/S- \ / //^,\, t\\ , //,-\^LiJ'CA1VJ,.1\V"\ % .// / ,� \ .✓! / \\/ �\./ ./, �R '� \ //. \\. �\ // � \/ ti tet, ,.. �.i:'' '= \�✓ fes\\ /' ;\. ,i \,/�\\f l\ /..r'Z /\` � \,,t_�\ \ /`.\` �;'`� �'// 1 ��r \�,� � i^t` /,-\\ /, /`\ r� / �• /,.� /% �` //\`- �-\, /�, / \ ,\i hector, ��.•/ �%/ \//\\\.. '�/ \\ \. /'^\_ ^ \ / '�\.. ,v' �✓ �'l\,\,'%\ ✓fes � R � L, / , / \✓� �\\�.l/� \/ �.! ``:// /\\�// \ f/ / `,\�/ �S�-y�oo SUFFOLK COUNTY DEPT OF LABOR, LICENSING & CONSUMER AFFAIRS This certifies that the bearer is duly licensed by the County of Suffolk Cemrfaaoner .HOMEIMPROVEMENT CONTRACTOR 'LIC NS _ PAUL JDAVEY BUSNESSNAME SLIGO -CONSTRUCTION CORP License Number 29373-H Date Issued 08i22/2001 E%PRA' 1011 UAIB 08/0112019 7 AC40 " CERTIFICATE OF LIABILITY INSURANCE 11*� °ATE`MM!°°"YYY' 1 1 0122/2 01 8 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME. Lisamarie Labozetta Aspen Agency Inc 191 Ronkonkoma Ave PHONE N EtI: 631-471-7575 FAX No)' (631)389-2439 ADDR1ESS: lisa@aspen-ny.com INSURERS AFFORDING COVERAGE NAIC # Ronkonkoma, NY 11779 INSURER A: Southwest Marine & General Insurance Co EACH OCCURRENCE $ 1 000,000 INSURED INSURERB: INSURER C : Sligo Construction Corp INSURERD. 1365 WATERSEDGE WAY Southold, NY 11971 INSURER E: INSURER F: AUTOMOBILE GUVtKAU1-N .I-W1IFICOTF rJIIMRFR- nnnnnnnn-n ocVIC31r1w1 wIIIw1711:2c1. A THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DDfYYYY) POLICY EXP (MMfDDNYM LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ® OCCUR GL2018RLH00549 10/15/2018 10/15/2019 EACH OCCURRENCE $ 1 000,000 DAMAGE RENTED PREM SESOEa occurrence) $ 100,000 MED EXP (Any one person) $ 5 000 PERSONAL &ADV INJURY $ 11000 ' 000 GEN'L AGGREGATE LIMIT APPLIES PER. �( POLICY ❑ JECOT- 1-1 LOC OTHER GENERAL AGGREGATE $ 21000,000 000 PRODUCTS -COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITYCOMBINED ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ BODILY INJURY Per accident $ ( ) PROPERTY DAMAGE Per acadent $ UMBRELLA LIAB EXCESS LIAB HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVEE OFFICERIMEMBER EXCLUDED-) F-1 (Mandatory in NH) U yes, describe under DESCRIPTION OF OPERATIONS below NIA PER OTH- STATUTE I I ER L EACH ACCIDENT $ E L. DISEASE - EA EMPLOYEE $ E L DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS i LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANICCI I ATInIJ @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Printed by LIS on October 22, 2018 at 04:07PM SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 AUTHORIZ EPRESENTATIVE Southold, NY 11971 LIS @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Printed by LIS on October 22, 2018 at 04:07PM New York State Insurance Fund Workers' Compensation & Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^AAAA A 582445685 SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY SOUTHOLD NY 11971 POLICYHOLDER SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY SOUTHOLD NY 11971 CERTIFICATE HOLDER TOWN OF SOUTHOLD 54375 ROUTE 25 PO BOX 1179 SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11353733-7 308514 04/15/2018 TO 04/15/2019 12/3/2018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1353 733-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP. THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR, INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 754509660 U-26.3 I REScheck Software Version 4.6.5 Compliance Certificate Project Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,937 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: 0.0 Permit Number: 0 Construction Site: Owner/Agent: 205 Summit Dr 205 Summit Dr Southold, NY 11971, NY Southold, NY 11971, NY Design er/Contractor: Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752, NY 631-383-4198 Compliance: 2.3% Better Than Code Maximum UA. 350 Your UA: 342 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 Floor 1: All -Wood J oist/Truss: Over Outside Air 170 30.0 0.0 0.033 6 Comment: Bedroom Front Right, 20P-30 Floor 2: All -Wood Joist/Truss:Over Outside Air 10 30.0 0.0 0.033 0 Comment: 2nd Floor Hallway, Bath, 20P-30 Floor 3: All -Wood Joist/Truss:Over Unconditioned Space 43 30.0 0.0 0.033 1 Comment: Powder Room, 19A -30p Floor 4: All -Wood J oist/Truss: Over Unconditioned Space 857 30.0 0.0 0.033 28 Comment: Living, Dining, Kitchen, 19A -30p Ceiling 1: Cathedral Ceiling (no attic) 573 38.0 0.0 0.027 15 Comment: Master Bedroom, WIC, r38 Ceiling 2: Cathedral Ceiling (no attic) 122 38.0 0.0 0.027 3 Comment: Master Bath, r38 Ceiling 3: Cathedral Ceiling (no attic) 170 38.0 0.0 0.027 5 Comment: Bedroom Back Right, r38 Ceiling 4: Cathedral Ceiling (no attic) 197 38.0 0.0 0.027 5 Comment: Bedroom Front Right, r38 Ceiling 5: Cathedral Ceiling (no attic) 134 38.0 0.0 0.027 4 Comment: 2nd Floor Hallway, Bath, r38 Ceiling 6: Cathedral Ceiling (no attic) 13 38.0 0.0 0.027 0 Comment: 2nd Floor Hallway, Bath, r38 Ceiling 7: Cathedral Ceiling (no attic) 37 38.0 0.0 0.027 1 Comment: Living, Dining, Kitchen, r38 Wall 1: Wood Frame, 16" D.C. 248 15.0 3.0 0.061 13 Comment: Master Bedroom, WIC, 12D-3sw Project Title: Report date: 10/30/18 Data filename: FAEnergy Rating Service\#Rem Files\Sligo\205 Summit Dr\205 Summit Dr 10212018.rck Page 1 of11 Window 1: Other 28 0.320 9 SHGC: 0.29 Comment: Master Bedroom, WIC, U:0.32, SHGC:0.29 Wall 2: Wood Frame, 16" o.c. 184 15.0 3.0 0.061 9 Comment: Master Bedroom, WIC, 12D-3sw Window 2: Other 43 0.320 14 SHGC: 0.29 Comment: Master Bedroom, WIC, U:0.32, SHGC:0.29 Wall 3: Wood Frame, 16" o.c. 64 15.0 3.0 0.061 4 Comment: Master Bedroom, WIC, 12D-3sw Wall 4: Wood Frame, 16" o.c. 88 15.0 3.0 0.061 5 Comment: Master Bath, 12D-3sw Window 3: Other 9 0.320 3 SHGC: 0.29 Comment: Master Bath, U:0.32, SHGC:0.29 Wall 5: Wood Frame, 16" o.c. 120 15.0 3.0 0.061 7 Comment: Bedroom Back Right, 12D-3sw Wall 6: Wood Frame, 16" o.c. 80 15.0 3.0 0.061 4 Comment: Bedroom Back Right, 12D-3sw Window 4: Other 14 0.320 5 SHGC: 0.29 Comment: Bedroom Back Right, U:0.32, SHGC:0.29 Wall 7: Wood Frame, 16" o.c. 96 15.0 3.0 0.061 5 Comment: Bedroom Front Right, 12D-3sw Window 5: Other 14 0.320 5 SHGC: 0.29 Comment: Bedroom Front Right, U:0.32, SHGC:0.29 Wall 8: Wood Frame, 16" o.c. 120 15.0 3.0 0.061 6 Comment: Bedroom Front Right, 120-3sw Window 6: Other 14 0.320 5 SHGC: 0.29 Comment: Bedroom Front Right, U:0.32, SHGC:0.29 Wall 9: Wood Frame, 16" o.c. 48 15.0 3.0 0.061 2 Comment: 2nd Floor Hallway, Bath, 12D-3sw Window 7: Other 14 0,320 4 SHGC: 0.29 Comment: 2nd Floor Hallway, Bath, U:0.32, SHGC:0.29 Wall 10: Wood Frame, 16" o.c. 124 15.0 3.0 0.061 7 Comment: 2nd Floor Hallway, Bath, 12D-3sw Window 8: Other 6 0.320 2 SHGC: 0.29 Comment; 2nd Floor Hallway, Bath, U;0.32, SHGCs0.29 Wall 11: Wood Frame, 16" o.c. 124 15.0 0.0 0.077 10 Comment: 2nd Floor Hallway, Bath, 12D-Osw Wall 12: Wood Frame, 16" o.c. 63 15.0 3.0 0.061 4 Comment: Powder Room, 12D-3sw Wall 13: Wood Frame, 16" o.c. 63 15.0 3.0 0.061 3 Comment: Powder Room, 12D-3sw Window 9: Other 6 0.320 2 SHGC: 0.29 Comment: Powder Room, U:0.32, SHGC:0.29 Wall 14: Wood Frame, 16" o.c. 315 15.0 3.0 0.061 16 Comment: Living, Dining, Kitchen, 12D-3sw Window 10: Other 57 0.320 18 SHGC: 0.29 Comment: Living, Dining, Kitchen, U:0.32, SHGC:0.29 Wall 15: Wood Frame, 16" o.c. 72 15.0 3.0 0.061 4 Comment: Living, Dining, Kitchen, 12D-3sw Wall 16: Wood Frame, 16" o.c. 180 15.0 0.0 0.077 9 Comment: Living, Dining, Kitchen, 12D-Osw Project Title: Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\205 Summit Dr\205 Summit Dr 10212018.rck Page 2 of11 winnow L.i: umer 43 0.320 14 SHGC: 0.23 Comment: Living, Dining, Kitchen, U:0.32, SHGC:0.29 Door 1: Solid 21 0.290 6 Comment: Living, Dining, Kitchen, 11P Wall 17: Wood Frame, 16" o.c. 189 15.0 3.0 0.061 10 Comment: Living, Dining, Kitchen, 12D-3sw Door 2: Solid 21 0.390 8 Comment: Living, Dining, Kitchen, 11D Wall 18: Wood Frame, 16" o.c. 117 15.0 0.0 0.077 8 Comment: Living, Dining, Kitchen, 12D-Osw Window 12: Other 7 0.320 2 SHGC: 0.29 Comment: Living, Dining, Kitchen, U:0.32, SHGC:0.29 Wall 19: Wood Frame, 16" o.c. 243 15.0 3.0 0.061 12 Comment: Living, Dining, Kitchen, 12D-3sw Window 13: Other 9 0.320 3 SHGC: 0.29 Comment: Living, Dining, Kitchen, U:0.32, SHGC:0.29 Window 14: Other 42 0.320 13 SHGC: 0.29 Comment: Living, Dining, Kitchen, U:0.32, SHGC:0.29 Wall 20: Wood Frame, 16" o.c. 220 15.0 0.0 0.077 16 Comment: Living, Dining, Kitchen, 12D-Osw Door 3: Solid 18 0.390 7 Comment: Living, Dining, Kitchen, 11D 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 requiremWlistincheck inspection Checklist. Inatthew Wahl, h r ra r 7 845 10/30/2018 Name - Title Signa Date Project Notes: Project Title: Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\205 Summit Dr\205 Summit Dr 10212018.rck Page 3 ofll REScheck Software Version 4.6. a 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. Sect ## ° Pre-Inspection/Plan Revievu ` Plans Verified Field Verified Corviplies? Coanavients%a0.5surnptions, & Req.l® Value -, Value` . 103.1, ;Construction drawings and ; , :A }❑Complies ;Requirement will be met. 103.2 documentation demonstrate I , ' - -_ '❑Does Not (PRIJI 14) i energy code compliance for the building envelope. Thermal ❑Not Observable represented on --y❑Not Applicable pp ,envelope !construction documents., 3 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, ;documentation demonstrate 4` '❑Does Not 403.7 [PR311 energy code compliance for ;lighting and mechanical systems..:;: , ',.' "° ❑Not Observable , ;, ;Systems serving multiple =' _ -,. `y' =' °❑Not Applicable ;dwelling units must demonstrate ' ? compliance with the IECC k:. ' •' rv,, , . ;_ " _ Commercial Provisions. r 302.1,_ ':,°''Heating and cooling equipment is ; Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 ;° °• ')sized per ACCA Manual 5 based ; Btu/hr t Btu/hr :❑Does Not [P1121? ';. ';„ on loads calculated per ACCA i Cooling: Cooling: �❑Not Observable . -,-!Manual J or other methods approved by the code official. Btu/hr Btu/hr< z❑Not Applicable ; - r Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2; I Medium Impact (Tier 2) 13 Low Impact (Tier 3) Project Title: Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\205 Summit Dr\205 Summit Dr 10212018.rck Page 4 ofll ,Sec ti i'®uoiciation'Inspection ` Corroplies? Coenenents/Assumpti®ns & Reqa® {; 303.2:1 � iA protective covering is installed to ;❑Complies :Requirement will be met. [F011]?` : -y protect exposed exterior insulation UDoes Not 3 '.sand extends a minimum of 6 in. below jgrade. ;❑Not Observable A UNat Applicable 403.9 ;;Snow- and ice -melting system controls; ❑Complles ;Requirement will be met. [F612]z � installed. ❑Does Not ![--]Not Observable T❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2, Medium Impact (Tier 2) 37Low Impact (Tier 3) Project Title: Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\205 Summit Dr\205 Summit Dr 10212018.rck Page 5 of11 Section # Framing /,Rough -in, Inspection Plans Verified , Field Verified Complies? ' `° Conirnents/Assumptions Req.ID Value Value_ 402.1.1, ; Door U -factor. U- U- ;❑Complies ;see the Envelope Assemblies 402.3.4 '❑Does Not table for values. [FRI]1 I' ❑Not Observable ':❑Not Applicable 402.1.1, ;Glazing U -factor (area -weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, :average). ;❑Does Not ; table for values. 3, ;❑Not Observable 402.5 [FR2]1 {❑Not Applicable , 303.1.3 ; U -factors of fenestration products ; -,❑Complies ;Requirement will be met. [FR4]1 ;are determined in accordance 'r _ ❑Does Not with the NFRC test procedure or a ❑Not Observable ;taken from the default table. "''Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ; `-• ' ,` ' ' `, . " ,- A' ❑Complies Requirement will be met. [FR23]1 `'installed per manufacturer's I ,; '; .-- . ;❑Does Not I instructions. t ; ,❑Not Observable ; ❑Not Applicable ; 402.4.3 ;Fenestration that is not site built❑Complies ;Requirement will be met. [FR20]1 Js listed and labeled as meeting" ( `' s?❑Does Not AAMA /WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC „ ..' i• :,; ! ;, ;',. ;❑Not Observable a 400 that do not exceed code 5 ❑Not Applicable ;limits. ;402.4.5 IC -rated recessed lighting fixtures 'i❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ; ;❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. a - i -;❑Not Observable ; r,=❑Not Applicable 403.3.1 ;Supply and return ducts in attics il ."40Complies :Requirement will be met. [FR12]1 ;insulated >= R-8 where duct is.• '❑Does Not >= 3 inches in diameter and >_ :R-6 where < 3 inches. Supply and i ` « ,❑Not Observable a 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. [FR1513, " ducts or plenums. ❑Does Not -. 4 ❑Not Observable i.. {❑Not Applicable 403'.4 ;HVAC piping conveying fluids R- R- ;❑Complies ; Requirement will be met. [FR17]2"above 105 OF or chilled fluids i ; E❑Does Not below 55 OF are insulated to zR- ' 3. , a ;❑Not Observable ;❑Nat Applicable 403.4.1 'Protection of insulation on HVAC❑Complies ;Requirement will be met. [FR24]1 w piping. t❑Does Not ; +a ; ❑Not Observable , °❑Not Applicable '403.5.3;,'3Hot water pipes are insulated to ; R- R- ;❑Complies ;Requirement will be met. [-FR18]2 ° ` >_R-3. ; i❑Does Not ;❑Not Observable .❑Not Applicable 403:6 , '_ ;Automatic or gravity dampers are;` t.f ° ' ;❑Complies ;Requirement will be met. [FR19E,"-linstalled on all outdoor air ;: °' y❑Does Not ;intakes and exhausts. s - -]Not Observable ❑Not Applicable ; 1 I High Impact (Tier 1) ;2-; Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\205 Summit Dr\205 Summit Dr 10212018.rck Page 6 ofll 111 High Impact (Tier 1) , 2' I Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 10/30/18 - Data filename: F:\Energy Rating Service\#Rem Files\Sligo\205 Summit Dr\205 Summit Dr 10212018.rck Page 7 of 11 • ., , • ._'„ , .' . ,'� ,. - Section Plans Verified '- # Insulationalnspecti'an „V�luef Field !Verified, Val ye , �OCIBp1ie5.�' 4 OMn1Y0entS/ASSUPYIptI®n5 & RegJ® 303.1, ,All installed insulation is labeled '❑Complies ;Requirement will be met. [IN13]2 ;or the installed R-values i , „ "❑Does Not �. ;provided. ` ❑Not Observable El Not Applicable 402°1.1, !Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ; ❑ Wood ❑ Wood ❑Does Not ; table for values. [IN1]1 ❑ Steel ; ❑ Steel �❑Not Observable Y i 1 1 :❑Not Applicable ; 1 3 1 303.2, 'Floor insulation installeder p k,:.. y❑Complies ,Requirement will be met, 402.2.7 :manufacturer's instructions and❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ;• ❑Not Observable ;framing cavity insulation is in t_, :;❑Not Applicable E !contact with the top side of .i sheathing, or continuous insulation is installed on the =- :underside of floor framing and : ` 5 ;extends from the bottom to the _ 'top of all perimeter floor framing members. ,.t 402.1.1, Wall insulation R-value. If this is a;, R- R- ;❑Complies See the Envelope Assemblies 402.2.5, :mass wall with at least 1/i of the ; ❑ Wood ❑ Wood '❑Does Not , table for values. 402.2.6 [IN3]1 Iwall insulation on the wall ;exterior, the exterior insulation Mass i E] Mass ❑Not Observable requirement applies (FR10). 1 ! E] Steel [:J Steel ,❑Not Applicable 1 i 1 3 1 + 1 1 1 303.2 ;Wall insulation is installed per s _` '~ '', , j❑Complies ;Requirement will be met. [IN4]1 ; manufacturer's instructions. �'-' : - ;❑Does Not E` ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 1,2, 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\205 Summit Dr\205 Summit Dr 10212018.rck Page 8 of11 Section t f " Final, Inspection Provisions 'Plaint Verified- Value Field Verified Value Complies? = ^ Coinaysents/Assuanptions" & lieq.l® , 402.1.1, ;Ceiling Insulation R -value. : R- R- ❑Complies see the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood '❑Does Not !table for values. 402.2.2, ; ❑ Steel ❑ Steel `❑Not Observable 402.2.6 [Fill',❑Not 1 f 1 f Applicable i f E 1 E f 303.1.1.1, ;Ceiling insulation installed per, ': ❑Complies 'Requirement will be met. 303.2 ; manufacturer's instructions, 4 = i` ` , ," ° ;❑Does Not [FI2]1 Blown insulation marked every j 300 W. s _ ' k $ r ;❑Not Observable ; ❑Not Applicable 402.2.3. 'Vented attics with air permeable s'"'° ° ,,, „❑Complies ;Requirement will be met. [FI22]2 :_? insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable = extends over insulation. { ; ;]Not Applicable 402.2.4 ;Attic access hatch and door R- R- '❑Complies ; Requirement will be met. [FI311 :insulation >_R -value of the ;❑Does Not ;adjacent assembly. i ' ❑Not Observable ; '❑Not Applicable 402.4.1.2 :Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies !Requirement will be met. [FI17]1 in Climate Zones 1-2, and ! !❑Does Not ;ach <=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. [FI4]1 ;cfm/100 ft2 across the system or ft2 i ft2 ;[]Does Not 1 <=3 cfm/100 ft2 without air r F Observable handler @ 25 Pa. For rough-in;❑Not ; ;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. [927]1 determine air leakage with ft2 ft2 ;❑Does Not either: Rough -in test: Total leakage measured with a Y ;[]Not Observable F pressure differential of 0.1 inch ! !❑Not Applicable j ;w.g. across the system including ' 1 i I fthe manufacturer's air handler f enclosure if installed at time of ;test. Postconstruction test: Total leakage measured with a ; pressure differential of 0.1 inch ; w.g. across the entire system ; including the manufacturer's air handler enclosure. 1 403.3.2.1 ;Air handler leakage designated "'`-x - ;❑Complies ;Requirement will be met. [F124]1 ;by manufacturer at <=2% of r;'., ~- °T - °} ❑Does Not design air flow. - {❑Not Observable 1 l., ,'❑Not Applicable 4°03.1,1 '' {Programmable thermostats i❑Complies ;Requirement will be met. [Fl 9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to f` = ❑Not Observable i ;code specifications. # .0 Not Applicable 403'.'i.2 . -'Heat pump thermostat installed >' ; `- '' r❑Complies !Requirement will be met. [FI10]2' ,ion heat pumps., - -" _ ❑Does Not E, 'r ❑Not Observable :❑Not Applicable 403:5:1:' 'Circulating service hot water r y•' ' '. '❑Complies ;Requirement will be met. [FI11]? .systems have automatic or =;❑Does Not ;accessible manual controls. .b, :` ❑Not Observable ' = ;❑Not Applicable ' Project Title: 111 High Impact (Tier 1) ,2;1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Report date: 10/30/18 Data filename: FAEnergy Rating Service\#Rem Files\Sligo\205 Summit Dr\205 Summit Dr 10212018,rck Page 9 ofll SectionPlans # Final Inspection Provisions Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. [FI26]2 through one- or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies Requirement will be met. [FI28]2 have a circulation pump. The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Nat Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies Requirement will be met. [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies Requirement will be met. [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Nat Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 10412F. 403.5.4 Drain water heat recovery units ❑Complies Requirement will be met. [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat [-]Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 75% of lamps in permanent ❑Complies Requirement will be met. [96]1 fixtures or 75% of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage []Not Observable lighting. ❑Nat Applicable 404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Nat Applicable Project Title: 1 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\205 Summit Dr\205 Summit Dr 10212018.rck Page 10 ofll Section Plans Verified Field Verified # Final Inspection Provisions Complies—, 'Comments/Assumptions & 1tecl.ID Value; Value 401.3 }Compliance certificate posted. ?❑Complies ;Requirement will be met. [FI7]2 , i F❑Does Not 7❑Not Observable s r ❑Not Applicable 303.3- ; Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 !mechanical and water heating , - ❑Does Not systems have been provided. " ; } = _ ;❑Nat Observable ; I - ;❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 1,, 2 ,1 Medium Impact (Tier 2) 13 J Low Impact (Tier 3) Project Title:, Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\205 Summit Dr\205 Summit Dr 10212018.rck Page 11 ofll GENERAL NOTES GENERAL: 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING DEPARTMENT. 2. ALL WORK SHALL CONFORM WITH N.Y.S. UNIFORM FIRE PREVENTION AND BUILDING CODE, 2015 IRC, 2017 UNIFORM CODE SUPPLEMENT AS WELL AS ALL OTHER CODES REFERENCED THEREIN, AND LOCAL BUILDING CODES. 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK HE WILL THEIN ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 4. NO DEVIATIONS OR CHANGES TC ANY PART OF THESE PLANS SHALL BE MADE UNLESS FIRST APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECT TO REVISION AS PER ACTUAL FIELD CONDITIONS, THE DISCRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 7. OWNER/ CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS, APPROVALS, CERTIFICATES, CERTIFICATE OF OCCUPANCY/ COMPLETION AND U.L. APPROVAL. 8. THIS SET OF'PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC. AND IS FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THIS PROJECT IS NOT CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. 10. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF ALL STANDARD AND SPECIALTY SYSTEMS /MATERIALS USED WITHIN THIS THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS / REQUIREMENTS TO BE FOLLOWED. 12. IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 13. ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 14. WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION SHALL BE IN ACCCORDANCE WITH SECTION R316. 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 16. THIS PROJECT COMPLIES W/ THE 2015 INTERNATIONAL RESIDENTIAL CODE 2ND PRINTING AND 2017 NYS SUPPLEMENT MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, ELECTRICAL SYSTEM COMPLIES CHAPTER 34 THROUGH CHAPTER 43 CARPENTRY: 1. ALL LUMBER SHALL BE D.F. #2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) 2. ALL LUMBER TO BE A MINIMUM OF 8" ABOVE FINISHED GRADE. (U.O.N.) 3. SILLS TO BE FLASHED (TERMITE SHIELD) W/ SILL SEAL. SLL TO BE A.C.Q. WOOD 2-2"x6". U.O.N. 4. ALL"JOISTS HANGERS TO BE "TECO" OR EQUAL, FULL SIZE. 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. (U.O.N.) 7. ALL BEAMS, GIRDERS, HEADERS, ETC. TO HAVE A MINIMUM OF 4" BEARING. 8. ALL WINDOWS TO BE IN CONFORMANCE W/ ATTACHED ENERGY STATEMENT W/ MODELS NUMBERS ON PLANS. 9. PROVIDE ATLEAST (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY ESCAPE. IN CONFORMANCE WITH 2015 I.R.0 2ND PRINTIN1G & 2017 SUPPLEMENTAL F .7 � .FEET 5.0 SQ .FEET GRADE LEVEL WHEN GRADE SEC. R310 MIN OPENING 0 5 Q ( Cad TO SILL IS LESS THAN 44" OR LESS) WI MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. 10. EXTERIOR WINDOWS ARE TO BE-- DESIGNED IN ACCORDANCE WITH SECTION R609. ALL GLAZING SHALL COMPLY WITH SECTION R308. 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM -IN -WINTER SIDE OF THE INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ELECTRICAL: 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE 2ND PRINTING & 20117 SUPPLEMENTAL SECTIONS FOR ELECTRICAL CODE OF NEW YORK STATE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION OF WORK. 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/ CHAPTERS 34-43 AND LOCAL BUILDING DEPARTMENT. 4. SMOKE DETECTION AS PER N.Y.S. CODE SECTION R314. ALL SMOKE DETECTORS SHALL. BE INTERCONNECTED AND HARD WIRED. 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. FOUNDATIONS, CONCRETE AND MASONARY: 1. ALL FOOTINGS TO BEAR UP014 FIRM, VIRGIN, UNDISTURBED SOIL. 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF (1)TON / SQ. FOOT. 3. FOOTINGS TO REST A MIN T-0" BELOW GRADE. U.O.N. STEP FOOTINGS @ 1:2 RATIO (1' RISE MAX) 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON PLANS. (U.O.N.) 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF FRAMING OR PROPER BRACING IS IN PLACE. 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. 7. ALL OPENINGS FOR GS FLUES, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/ 1/2" SPACE @ SIDES AND ENDS. U.O.N. 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF 3,000 P.S.I. ALL EXTERIOR MATERIALS TO BE AIR -ENTRAINED. 3,500 P.S.I. GARAGE SLAB / EXPOSED SLAB ON GRADE 1 POURED STEPS. 9. CONCRETE SLABS TO REST UPON MINIMUM 6" OF FINEGRAVEL OR SAND WITH MINIMUM EMIL. POLY. V.B. (@ OCCUPIED SPACE) AND WITH REQUIRED INSULATION. 10. ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. 11. BRICK VENEER TO BE ANCHORED W/ (1) WALL TIE EVERY 32" O.C. VERTICALLY AND EVERY 18" O.C. HORIZONTALLY W/ FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE W/ WEEP HOLES @ 4'-0" O.C. MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 12. APPLY (1) COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION FROM FOOTING TO 2" ABOVE FINISHED GRADE, UNLESS WET SITE CONDITIONS EXCEED CODE LIMITS. 13. THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. PLUMBING, MECHANICAL, FUEL GAS, A/C: 1. PLUMBING TO COMPLY WITH 2015 I.P.C, 2ND PRINTING & 2017 SUPPLEMENTAL 2015 I.M.0 AND 2015 I.F.G.C. AND THE LOCAL BUILDING DEPARTMENT. 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.IH.S. REQUIREMENTS. 3. PLUMBING, MECHANICAL, FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL SECTIONS FOR PLUMBING CODE (CHAPTER 25-32), MECHANICAL CODE (CHAPTER 12-23), AND FUEL GAS CODE (CHAPTER 24) OF 2015 I.R.0 2ND PRINTING & 2017 SUPPLEMENTAL 4. ALL WASTE AND VENTS ABOVE= FLOOR SHALL BE SCHEDULE 40 THICKNESS SV CAST IRON BELL (HUB) AND SPIGOT BELOW AND THROUGH CONCRETE. 5. THE EX. HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. GENERAL NOTE: THE PROPOSED DWELING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 2015 INTERNATIONAL PESIDENTIAL CODE 2ND PRINTING ADOPTED & AMENDED BY NEW YORK STATE ANDTHE2017 NEW YORK STATE SUPPLEMANT. MECHANICAL NOTE: THIS PROJECT SHALL"COMPLY WITH THE MECHANICAL CODE OF NY. STATE, CHAPTERS 12 THROUGH 24. THE PLUMBING CODE OF NY. STATE, CHAPTERS 25 THROUGH 32. THE ELECTRICAL CODE OF NY. STATE, CHAPTERS 34 THROUGH 42. ELECTRICAL NOTE: THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE 2ND PRINTING ADOPTED & AMENDED BY NEW YORK STATE AND THE 2017 NEW YORK STATE SUPPLEMENT. CHAPTER 33 THROUGH 43 ENERGY NOTE: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS AND / OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2017 NYS UNIFORM AND ENERGY CONSERVATION CONSTRUCTION CODE. DHW AND AIR CONDITIONING SYSTEMS MUST MEET OR EXCEED THE SPECIFICATIONS CALLED OUT ON THE ENERGY STAR COMPLIANCE CERTIFICATE NOTE 1, ALL PLUMBING WORK TO BE DONE AS PER CODE. 2. FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. 3. FIXTURES TO BE PROPERLY VENTED. NOTE: 1. ALL DIMENSIONS AND WORK QUANTITIES SHALL BE VARIFIED IN THE FIELD BY THE CONTRACTOR, AND RECEIVED DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT. 2. MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. 3. NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF BUILDINGS. 1 2 3 4 5 6 7 8 9 10 iN 205 SUMMIT DRIVE SOUTHOLD, N.Y. 11971 TITLE SHEET ,PLOT PLAN FOUNDATION , 1ST FLOOR PLAN 2ND FLOOR PLAN , SECTION , RISER ELEVATIONS FRAMING DETAILS ENERGY SEALING DETAILS NOTES & DETA NOTES & DETA NOTES & DETA NOTES & DETA NOTES & DETA TJI DETAILS ILS ILS ILS ILS ILS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA [REFER TO TABLE R301.2(1) OF THE RESIDENTIAL CODE OF NEW YORK STATE] 00 WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN GROUND DESIGN M M DESIGN UNDERLAYMENT HAZA�p FREEZING ANNUAL SPEED d TOPOG RAPHIC BORNE -BORNE ° WEATHERING° FROST LINE TERMITE SNOW LOAD CATEGORY TEMP REQUIRED = INDEX TEMP �>- z MPH EFFECTS k DEBRIS d J 0 Z DEPTH _ W U) 20 PSF 130vult NO 1 MILE FROM THE B SEVERE 3 FEET MODERATE 15° YES CONTACT 599 51° z r - m oo U 0 BOF TO HEAVY BLDG DEPT J I IY cj) L Ll V Z Q j U L0 LU T U l LL CL LU� 1 J oLU oOwZ Z �w _j W 5 I DWELLINGS W/PUBLIC WATER 150' S 60°02'40" E W o PROPOSED LIMIT OF DISTURBANCE t EL STK STK. ��, SILT FENCE LAND N/F OF ROBERT & DIANE KATSIKAS LAND N/F OF W OB 236 Fct�JCr1 S�pP,r� APi I -R hL("'.i'�'E..I''r' G..i....,...) �Gy Op PM\N� P•�\ON �p�lE� . FR �OVN�EN p,Pe pF PSgE deo" Blas �uetvd©X�� 0nd G r.,-? IFICATI ARE `� ijIV,b�'; ► T BEF }(; LEAD C�N1F OCC NCY PA t ICATE O ' CATER pER USED IN CAN�ICT L.`' SYSTEM LOAD. :,!10 ,...., OF I% COMPLY WITH ALL CODES O,- NEW YORK STATE & TOWN COI ES AS REQUIRED � � 11L I I U01"! J}�' +ter-.-..✓ ivr,r.��„ ES TRUSS PLACARDINC REQUIRED Must provide Manuals D,Ja,ndSasper NY� Energy Code WASHOUT.EFLA /' II POSED a- VEWAY. I L i )POSED.WATCF iLINE .. GARAG4:::: T; PROPOSED w z { z ¢ Q O GF(50.5) DRIVEWAY s.0� " o DSED ::::o ccw F- FRM. 11 EL 50.0 _ING:.:.'s.5`': II 3 ROOM o =p �_ Uj Z ~ >U _ QMIN I m o 6.5' S.T. I o c ° w CLEAN OUT 10'MIN Z 100 i IIN w I X I] EL 48.5 SILT FENCE Z cn I I 25.00' u P. V LAND NIF OF F MICHAEL & WENDY DOLAN DWELLINGS W/PUBLIC WATER 150' 1 i i ED'S ROAD PLOT PLAN nnrr. A n"ni vc+it+ 1 "=20' W z 0 LU 0� SEAL ARCti K. TFC i q� 019 �O F OF NEW 00 r- CO M f1� v00 00 N CO M M LO } Y Q � �o w > = �>- z LU U d J 0 Z _ W U) W �C'4 N0 z J O Lo z r - m oo U 0 J J w 2 Z 0 CL ::) _ O U 0� o w II Z ~ Z U QI U) (D o w0 Z W O U w '- C) L) 0- w O ?- (� w z o0 0ci� D_ J _J U U) u W F N 0, �I d DWG NO 1 12_ A 9'-0" 21'-7" 35'-0" F "' HOLD DN. I — — — — lz ICN ---- _ — — — — — — — — — — — — 2- 2"x 8" HDR 2"xVNAILER 4' x 4" POST ANCHORED ON — — 1 TO x 36" FTG. BELOW GRADE AND 4"-6" ABOVE GRADE 147_— m---- oI I 4" STEEL COLUMI I'Ir I I I I I I I M I 24" X 24" X 12" CC I NC. FOOTING I I I I o 1,— o I I --------------- I I 2" x 6" SILL PLATE 22'-4" ---------------------------7\ I v I X A * CONCRETE WALL (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ 94" HT N 6 FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. l 0= w 7 3. ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED IN FIELD O I I I CV N S I I co IZJ O 1 o lY—1 I I S.D.0of I i Iwo I ° ~ =, ' _0 t/ m of,to ° FULL CELLAR �' - � �' i - I "IfW I w W M UNHABITABLE SPACE I d L — — — — —t 8070 _ 1-121 9' 0"CLG. HT 1/2" A.B. @ 48" O.C. WITH 8'-0" TO UNDERSIDE OF JOISTS o 0 BACKFILL MATERIAL @ C) 0 3" x 3" x 1/4" PLATE WASHER I 95% COMPACTION. I o w I I I F 71 I 2'-0" 19'4" 3'.0" I 11 4" I I —Q I I 3 1314"x11718"wl2 1"STEEL PLA TES F 7 -------------- I I J I I RIM JOIST FLUSH INSTALLED GIRDE J o I I I I I I UNEXCAVATED 1/2" A.B. 48" O.C. WITH oI I 4" STEEL COLUMI I—J J W/ I I I I I I I M I 24" X 24" X 12" CC I NC. FOOTING I I I I o I I I ONO 2" x 6" SILL PLATE 22'-4" (�) PROVIDE SILL HINGE CONTROL BRACKET TO ALLOW FOR EGRESS. 13 0 X A * CONCRETE WALL (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ 94" HT N 6 FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. w O 7 3. ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED IN FIELD I _ 0 I o0 wo GARAGE CV N � s m p I I 1 00 o N II c� ow S.D.0of I O i _0 t/ m of,to OLL CO i - I DET. CEILING. ~ L w m I 8070 _ 1-121 9' 0"CLG. HT 1/2" A.B. @ 48" O.C. WITH N L_—� /�w 0 0 I 8'-4" I I I 2- 1 314"x 112" L L 2"x 8" NAILER LAG SCREWED TO DWELLI G I M 1 I zz ZD 42 4" x 4" POST ANCHORED ON HOLD N. — — — — — — —7__ 10"0 x 36" FTG. BELOW GRADE ---777 q AND 4"-6" ABOVE GRADE / /I AL 2_2" x 8"ACQ HDR. - 2 2" x 8"ACQ HDR. A PROPOSED FOUNDATION PLAN 1/4"=1' 0" 10" CONCRETE WALL i ANCHOR BOLT SPECIFICATION R403.1.6 FOUNDATION ANCHORAGE F------------ I I I 10'-8" —I I I I I I I I UNEXCAVATED 1/2" A.B. 48" O.C. WITH 4" POURED CONC. SLAB OVER 1�2 0 N COMPACTED GRANULAR FILL I I I N I N I I I I I I I I I I I I I I I I I HOLD DN. LI 3" x 3" x 1/4" PLATE WASHER I I I I I L — — — — — — — — — — — N O FLUSH INSTALLED HEADER ONO 2" x 6" SILL PLATE ® DINING ROOM (�) PROVIDE SILL HINGE CONTROL BRACKET TO ALLOW FOR EGRESS. 13 0 X A * CONCRETE WALL (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ 94" HT N 6 FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. 19'-4" O 7 3. ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED IN FIELD SLIDER (INTERIOR) GARAGE CV N � - - a O 1 00 o SLIDER (EXTERIOR) Jw W O i ,L 20 CFM GLASS CO i - cV M I CEILING. m LIVING ROOM m u')I 10 I 8070 GARAGE 9' 0"CLG. HT 1/2" A.B. @ 48" O.C. WITH N � LoD LLJ L BACKFILL MATERIAL @ C) 0 3" x 3" x 1/4" PLATE WASHER o 95% COMPACTION. o 3-0" W F 71 2'-0" CEILING 1. MIN. 7" EMBEDMENT INTO CONCRETE —Q `r U) _2- Z x 12° UP M I I RIM JOIST Z w/3" SQUARE WASHERS AND END NUT SETUP J w J 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR I I n- w— — OR REPLACED BY HOLD DOWNS FOR SHEARWALLS UI 1' 0" 16'-0" MAX. II l/8 TJI 110 5ERIE5 3.1 -ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" MIN. w II Ile ~ FLOOR J015T5 ® I6" O.G. `V U QI TO 12 " MAX. FROM ENDS OR CORNERS (D 4. CONC. BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. ANCHOR BOLT SPECIFICATION R403.1.6 FOUNDATION ANCHORAGE F------------ I I I 10'-8" —I I I I I I I I UNEXCAVATED I I I I 4" POURED CONC. SLAB OVER 1�2 0 N COMPACTED GRANULAR FILL I I I N I N I I I I I I I I I I I I I I I I I HOLD DN. LI I I I I I I I I I I I I I L — — — — — — — — — — — N O 2'-0" 12'.0" CONSTRUCTION NOTES: 1OALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. LUMBER. 3/4" OSB SUB FLOOR GLUED AND NAILED AS PER MANUFACTURER'S SPECFICIATIONS NOTES: 0 M 1. EXCAVATE FOR ALL FOOTINGS, FOUNDATION WALLS, AND SUCH OTHER WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON THE DRAWINGS. ALL TRENCHES FOR FOOTINGS, FOUNDATIONS, ETC. SHALL HAVE LEVEL, SOLID AND UNDISTURBED BOTTOMS. 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING BEARING SOIL CAPACITY OF (1) ONE TON PER SQUARE FOOT WITH A MINIMUM OF T-0" COVER. 3. ALL CONCRETE SHALL BE 3,500 P.S.I. 4. WHERE THE WALLS ARE POURED TO GRADE, AND DAMPROOFED, THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS. BACKFILL TO BE FREE OF WOOD, TRASH, ETC. 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH (2) #5 REINF. 7. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT PERCENT BY VOLUME) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT, 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. LUMBER. co *6 Om W J CD w m 0 o w w �to im J W W �co O'0 J to U Q w m 0 o w w io (n -3 O co M � J W �to 0 cn W J O ;� w v m 0 o w w :;;I -U) co In J W Q W U) J 0 Q m 0 0 o w CN C-4 (wn 0 M NOTE! 1. DOUBLE ALL FLOOR JOUSTS UNDER PARTITIONS AND POSTS ABOVE. DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND STAIR WELL OPENING- (PROVIDE METAL JTS. HANGERS AS REQ'D) DOUBLE ROOF RAFTERS AND TRIMMERS AROUND SKYLIGHTS (PROVIDE METAL JTS. HANGERS AS REQ'D) 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS L.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO FOUNDATION, FTG'S, AND OTHER STRUCTURAL GIRDERS OR HEADERS AS NECESSARY. 3. ALL PLYWOOD SHEA�THIING SHALL BE CONTINUOUS FROM SILL PLATE TO'TOP OF TOP PLATE, BEHIND ANY SECONDARY ROOF SYSTEMS, GARAGES, OR COVERED PORCH'S. (ETC) A 4 I - I I I I 2- 2" X 12" HEADER. 14'-4" I I 19'-4" 1�2 0 N I x 3 3-13/ " x 117/8" w/ 2- 5/8" STEEL PLATES I I I I OE 2'- 6 1/8" x T-0 7/8" ANDERSEN 24210 TEMPERED N O FLUSH INSTALLED HEADER 0 0 ® DINING ROOM (�) PROVIDE SILL HINGE CONTROL BRACKET TO ALLOW FOR EGRESS. 13 0 X A * 5 (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ 94" HT N 6 FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. 19'-4" O 7 3. ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED IN FIELD SLIDER (INTERIOR) GARAGE CV N � - - a O 1 00 —o SLIDER (EXTERIOR) Jw W O I ,L 2-2"X 2"X 10" HEADER. 0 O — 1 r— — 0 O I wll I zII I I II I KITCHEN IL LW 9'-0" CLG. HT 0 I NIL QI 13'-2" - I I I I I I I _ w—o 19'-4" 1�2 0 N I x 3 3-13/ " x 117/8" w/ 2- 5/8" STEEL PLATES I I I I OE 2'- 6 1/8" x T-0 7/8" ANDERSEN 24210 TEMPERED N O FLUSH INSTALLED HEADER N Z d 0 zz (�) PROVIDE SILL HINGE CONTROL BRACKET TO ALLOW FOR EGRESS. 13 2- 2" X 12" X ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEC. R310 MIN OPENING OF 5.7 SQ. FEET 5 (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ FAV N 6 FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. 19'-4" O 7 3. ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED IN FIELD SLIDER (INTERIOR) GARAGE 8 v - - a O 1 00 5/8" TYPE "X" GYPSUM SLIDER (EXTERIOR) Jw W O I BIFOLD 20 CFM GLASS 1 i - =1 co to I DOORS CEILING. m LIVING ROOM m u')I 10 I 8070 GARAGE 9' 0"CLG. HT N � LoD LLJ L BACKFILL MATERIAL @ C) 0 CD 0 0 N U) 95% COMPACTION. 17 3-0" W F 71 2'-0" CEILING z N__ m 00 O� ®� ® CO RED PORCH � :j =d) _ X 6" DECKING T-0" PROPOSED FIRST FLOOR PLAN r REF. I 0 - c, W 0 wQ m� LL c Q u- W 10 HALL a j j 3'- " I I ELEC. S.D. w o w cn I _ w—o © 1�2 0 N II l/8 TJI 110 5ERIE5 x 3 00000 E C. C.M. DET. S.D. N OE 2'- 6 1/8" x T-0 7/8" ANDERSEN 24210 TEMPERED N O I N Z d (*) WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) zz (�) PROVIDE SILL HINGE CONTROL BRACKET TO ALLOW FOR EGRESS. 13 2- 2" X 12" T. O� ®� ® CO RED PORCH � :j =d) _ X 6" DECKING T-0" PROPOSED FIRST FLOOR PLAN r REF. I 0 - c, W 0 wQ m� LL c Q u- W 10 HALL a j j 3'- " I I ELEC. S.D. ROOM NAME AREA I 2 AO* 6-3 15/16" x 4'-8 7/8" *ANDERSEN 3046-2 T.W.D.H. 4 II l/8 TJI 110 5ERIE5 2' 0' 3 FLOOR JOISTS ®I6" O.G. E C. C.M. DET. S.D. T.W.D.H. 1 OE 2'- 6 1/8" x T-0 7/8" ANDERSEN 24210 TEMPERED T.W.D.H. 2 I C.M. (*) WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) SWING (EXTERIOR) (�) PROVIDE SILL HINGE CONTROL BRACKET TO ALLOW FOR EGRESS. 4 1. PROVIDE ATLEAST (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY T. ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEC. R310 MIN OPENING OF 5.7 SQ. FEET 5 (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ SWING (INTERIOR) I 6 6 FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. I O 7 3. ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED IN FIELD SLIDER (INTERIOR) GARAGE 8 v - - a O 1 00 5/8" TYPE "X" GYPSUM SLIDER (EXTERIOR) Jw W 10 I BIFOLD BOARD ON WALLS AND 1 i - BIFOLD 2 Q CEILING. �s u®i I 8070 GARAGE 4" CONC SLAB OVER N � LoD LLJ L BACKFILL MATERIAL @ C) 0 b N U) 95% COMPACTION. 17 3-0" R-30ON F 71 O Lo CEILING z N__ m 00 —Q `r U) _2- Z x 12° UP O r - I I J Z J w J 2 I I n- w— — I I UI a _ II l/8 TJI 110 5ERIE5 w II Z ~ FLOOR J015T5 ® I6" O.G. `V U QI A l 2- 2" X 10" HDR. 35-0" 11'4' co «s J w W 0co W J o 1ww ;T m o o w w -v cn co J w Qw �U) mco w PAD ;t w mo O w W v (n v co c I otj I Jw w Q ��5 ; 0 m w� Df W j CID 0 O w w -v to 2'-0" BRACING METHOD: CS-WSP ( SEE SHEET #9 & #10) 1/4"=1'-0" FIRST FLOOR -1,163 SQ. FT. GARAGE- 521 SQ. FT. PORCH -130 SQ. FT. TOTAL =1,814 SQ. FT WINDOW SCHEDULE ROOM NAME AREA SYMBOL R. 0. DIM. WINDOW MODEL STYLE AMT. AO* 6-3 15/16" x 4'-8 7/8" *ANDERSEN 3046-2 T.W.D.H. 4 © 3'- 2 1/8" x 4'- 8 7/8" * ANDERSEN 3046 2' 0' TRIPLE FLOOR J015T5 UNDER WALL ABO 2 OD 3'- 0 1/8" x 3'- 0 7/8" ANDERSEN 210210 T.W.D.H. 1 OE 2'- 6 1/8" x T-0 7/8" ANDERSEN 24210 TEMPERED T.W.D.H. 2 OF DECO TEMPERED GLASS WINDOW AS SELECTED BY OWNER CLco (*) WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) SWING (EXTERIOR) (�) PROVIDE SILL HINGE CONTROL BRACKET TO ALLOW FOR EGRESS. 4 1. PROVIDE ATLEAST (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY SWING (INTERIOR) ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEC. R310 MIN OPENING OF 5.7 SQ. FEET 5 (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ SWING (INTERIOR) MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED 6 FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. I O 7 3. ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED IN FIELD SLIDER (INTERIOR) AS PER MANUFACTURERS WINDOW AND DOOR SCHEDULE FROM ANDERSEN 8 I - - a O 1 Ag 6068 SLIDER (EXTERIOR) Jw W 10 5068 BIFOLD O 1 1668 BIFOLD 2 Q 2034 �s I I 8070 GARAGE 0 f x 0 : w CV N V � LoD LLJ L C) 0 b N U) r J 17 I O Lo i z N__ m 00 `r U) _2- Z x 12° UP 2'-0" BRACING METHOD: CS-WSP ( SEE SHEET #9 & #10) 1/4"=1'-0" FIRST FLOOR -1,163 SQ. FT. GARAGE- 521 SQ. FT. PORCH -130 SQ. FT. TOTAL =1,814 SQ. FT WINDOW SCHEDULE ROOM NAME AREA SYMBOL R. 0. DIM. WINDOW MODEL STYLE AMT. AO* 6-3 15/16" x 4'-8 7/8" *ANDERSEN 3046-2 T.W.D.H. 4 © 3'- 2 1/8" x 4'- 8 7/8" * ANDERSEN 3046 T.W.D.H. 5 © 2'- 6 1/8" x 4'-8 7/8" ANDERSEN 2446T.W.D.H. 2 OD 3'- 0 1/8" x 3'- 0 7/8" ANDERSEN 210210 T.W.D.H. 1 OE 2'- 6 1/8" x T-0 7/8" ANDERSEN 24210 TEMPERED T.W.D.H. 2 OF DECO TEMPERED GLASS WINDOW AS SELECTED BY OWNER 3 (*) WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) SWING (EXTERIOR) (�) PROVIDE SILL HINGE CONTROL BRACKET TO ALLOW FOR EGRESS. 4 1. PROVIDE ATLEAST (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY SWING (INTERIOR) ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEC. R310 MIN OPENING OF 5.7 SQ. FEET 5 (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ SWING (INTERIOR) MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED 6 FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. SWING (INTERIOR) 2. ALL WINDOWS TO BE ANDERSEN - 400 SERIES 7 3. ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED IN FIELD SLIDER (INTERIOR) AS PER MANUFACTURERS WINDOW AND DOOR SCHEDULE FROM ANDERSEN 8 4. ALL WINDOWS MUST HAVE A U -VALUE OF .34 OR LESS. SLIDER (INTERIOR) LIGHT & VENTILATION REQUIREMENTS 1ST FLOOR ROOM NAME AREA LIGHT (8% VENTILATION 4% S.F. REQUIRED S.F. PROVIDED S.F. REQUIRED S.F. PROVIDED LIVING ROOM 3113 S.F. 26 S.F. 34 S.F. 13 S.F. 17 S.F. KITCHEN/DINING AREA 3190 S.F. 32 S.F. 50 S.F. 16 S.F. 25 S.F. 3068 W/ 14" S.LITES BATH 317.5 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE V) DOOR SCHEDULE 00 00 NUMBER DOOR SIZE DOOR TYPE AMT. 3068 W/ 14" S.LITES SWING (EXTERIOR) 1 2 2868 3/4 HR. S.C.F.R. DR. 1 3 3068 SWING (EXTERIOR) 1 4 2068 SWING (INTERIOR) 2 5 2468 SWING (INTERIOR) 1 6 2668 SWING (INTERIOR) 5 7 4068 SLIDER (INTERIOR) 2 8 6068 SLIDER (INTERIOR) 1 Ag 6068 SLIDER (EXTERIOR) 1 10 5068 BIFOLD 1 1 1668 BIFOLD 2 1 2034 SWING ( ATTIC INTERIOR) 1 i3 8070 GARAGE 1 V) 00 00 z T-M M Il� O C14 co 't 00 N CO W M M CO (D r` w SEAL ED AR�y coJ�N, K.cp 1 Mme' l 02946 yOQ- F OF NEW 00 00 T-M M Il� C14 co 't 00 N CO M M CO (D r` } Y Q 0 �o -w Lu Z Lu 0 z U) o 0� 0 �=V)z 0 = � LoD LLJ L C) 0 Z N U) r J ti O Lo z N__ m 00 U O r - J J 2 0 O UI w II Z ~ Z U QI W (D Z �5 O W O w w 0� W J J U U) o W a CV of rn DWG NO 2 12 co Ckd J W Q W O 0 U O 0L;t Lu m 0 o w w -v U) - I 35'-0" -4 -- — -----i X z 1116 z 8 tj) O U1 x W X o BEDROOM #3 LIGHT & VENTILATION REQUIREMENT'S 2ND FLOOR DRAIN WASTE & VENT NOTE: ROOM NAME AREA L- L A I V 1 1 5'-0.. 1 \. 398 S.F. n 5 0„ 25 S.F. �Q6 143 S.F. 12 S.F. 20 S.F. 6 S.F. I BEDROOM #3 138 S.F. 12 S.F. 20 S.F. 6 S.F. 10 S.F. `�¢ DISTRIBUTION, FOR MATERIALS & TABLE P2904 6 I M M (oco MASTER BATH ATH ELEC.N= I BATH -6 ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE Eo r- ��oo )<`x S.D. DET. I w Q? N Z W.I.C. N w BATH LL o c.N1 o DET. I ATTIC I w F-0" CLG. HT U UoA. > = z cV V I u O rz� Z) _ LINE OF TRAY CEILING U) -7. X z 1116 z 8 tj) O U1 x W X o BEDROOM #3 A_ 4 T-2" 35'-0" PROPOSED SECOND FLOOR PLAN BRACING METHOD : CS-WSP ( SEE SHEET #9 & #10) 1/4"= V-0" SECOND FLOOR -1,171 SQ. FT. FIXED WOOD SHELF= znkL DETAIL. COAT CLOSET DETAIIL W/SHELVES NOTE! ALL EXTERIOR WALLS BEHIND TUBS & SHOWERS SHALL BE INSULATED & FINISHED WITH GYP BD. BEFORE INSTALLATION OF FIXTURES. ti H- W J W -i Q co O co 0 w w w om W o Lu Un ;t co otf W J W Q U� U) 0 O =- W 4 w co Lu w o w co -v NOTEI 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND POSTS ABOVE. DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND STAIR WELL OPENING. (PROVIDE METAL JTS. HANGERS AS REQ'D) DOUBLE ROOF RAFTERS AND TRIMMERS AROUND SKYLIGHTS (PROVIDE METAL JTS. HANGERS AS REQ'D) 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS L.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO FOUNDATION, FTG'S, AND OTHER STRUCTURAL GIRDERS OR HEADERS AS NECESSARY. 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY SECONDARY ROOF SYSTEMS, GARAGES, OR COVERED PORCH'S. (ETC) NOTE: 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. 2. ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK STATE. 3. EXTERIOR WINDOWS & GLASS DOORS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R613.15 & ALL GLAZING SHALL COMPLY WITH SECTION R308. 4. WALL & CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. 5. INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R703.4 6. PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK STATE, 7. INSULATION SHALL HAVE A FLAME - SPREAD INDEX OF NOT GREATER THAN 25 WITH A SMOKE - DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION R320 8. THE FIRE -PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. 9. CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE WITH SECTION RM1502 10. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE. A MOISTURE VAPOR RETARDER SHALL BE INSTALLED ON THE WARM -IN -WINTER SIDE OF THE INSULATION IN ACCORDANCE WITH SECTION R318 LIGHT & VENTILATION REQUIREMENT'S 2ND FLOOR DRAIN WASTE & VENT NOTE: ROOM NAME AREA LIGHT 18% VENTILATION 4% S.F. REQUIRED S.F. PROVIDED S.F. REQUIRED S.F. PROVIDED MASTER BEDROOM 398 S.F. 32 S.F. 50 S.F. 16 S.F. 25 S.F. �Q6 143 S.F. 12 S.F. 20 S.F. 6 S.F. r BEDROOM #3 138 S.F. 12 S.F. 20 S.F. 6 S.F. 10 S.F. DISTRIBUTION, FOR MATERIALS & TABLE P2904 6 PIPE FITTINGS, FOR MATERIALS, M M (oco MASTER BATH HALL 6 ELEC.N= BATH -6 ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE Eo r- S.D. DET. ELEC. S.D. DT. �Z" N � Y � \ o c.N1 o DET. I ATTIC I w Lu > = z cV V } � z u ACCESS J Z) _ LINE OF TRAY CEILING U) W uj t I O Z � r J Luo o -------------_� o z x12"RIDGE — — — — — — — — I Wch J J 2 1 1 m o I I I O0 o I — —2"x12"RIDGE Z w II W Z Z Q d 0 (D cUn r Lu Z 0 U) Lu O C) w '- o d U,Z co 0 J w J U co j F- i N MASTER BEDROOM —in — ELEC. A 6 0 S.D. j 3 10'-0" HT TRAY CLDG 1/2 I I DET. I I o N co zo C4 ' I ZkL I =_-- I �� U) I �� ® I --- I o I ®� BEDROOM #2 N � o N i I I X w 19'-4" I --- I �LL'w -w N m z i — — — LINE OF TRAY CEILING — — — — — F— `o �r / \ \ ! I I B �o 11'4' 1 X o N i c/ 2- 2" x 10" HDR. nm 2- 2" x 8" HDA. I 2 2" x 10" HDR. -------------------------®*------------- -------- J A_ 4 T-2" 35'-0" PROPOSED SECOND FLOOR PLAN BRACING METHOD : CS-WSP ( SEE SHEET #9 & #10) 1/4"= V-0" SECOND FLOOR -1,171 SQ. FT. FIXED WOOD SHELF= znkL DETAIL. COAT CLOSET DETAIIL W/SHELVES NOTE! ALL EXTERIOR WALLS BEHIND TUBS & SHOWERS SHALL BE INSULATED & FINISHED WITH GYP BD. BEFORE INSTALLATION OF FIXTURES. ti H- W J W -i Q co O co 0 w w w om W o Lu Un ;t co otf W J W Q U� U) 0 O =- W 4 w co Lu w o w co -v NOTEI 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND POSTS ABOVE. DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND STAIR WELL OPENING. (PROVIDE METAL JTS. HANGERS AS REQ'D) DOUBLE ROOF RAFTERS AND TRIMMERS AROUND SKYLIGHTS (PROVIDE METAL JTS. HANGERS AS REQ'D) 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS L.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO FOUNDATION, FTG'S, AND OTHER STRUCTURAL GIRDERS OR HEADERS AS NECESSARY. 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY SECONDARY ROOF SYSTEMS, GARAGES, OR COVERED PORCH'S. (ETC) NOTE: 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. 2. ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK STATE. 3. EXTERIOR WINDOWS & GLASS DOORS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R613.15 & ALL GLAZING SHALL COMPLY WITH SECTION R308. 4. WALL & CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. 5. INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R703.4 6. PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK STATE, 7. INSULATION SHALL HAVE A FLAME - SPREAD INDEX OF NOT GREATER THAN 25 WITH A SMOKE - DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION R320 8. THE FIRE -PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. 9. CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE WITH SECTION RM1502 10. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE. A MOISTURE VAPOR RETARDER SHALL BE INSTALLED ON THE WARM -IN -WINTER SIDE OF THE INSULATION IN ACCORDANCE WITH SECTION R318 SCRIBE @ WALL ( TYPICAL ) WOOD BLOCKING 3 SIDES 11/2" DIA. POLE SECURED W / FLANGES BOTH SIDES. RIBE @ WALL ( TYPICAL ) COD BLOCKING 3 SIDES FIXED WOOD SHELVES DETAIL SCALE 1/2": 1'-0"- LINEN CLOSET DETAIL SCALE 1/2": 1'-0" W/ SHELVES RISER D I ASRAM N.T.S WATER SUPPLY & DISTRIBUTION NOTE: LIGHT & VENTILATION REQUIREMENT'S 2ND FLOOR DRAIN WASTE & VENT NOTE: ROOM NAME AREA LIGHT 18% VENTILATION 4% S.F. REQUIRED S.F. PROVIDED S.F. REQUIRED S.F. PROVIDED MASTER BEDROOM 398 S.F. 32 S.F. 50 S.F. 16 S.F. 25 S.F. BEDROOM #2 143 S.F. 12 S.F. 20 S.F. 6 S.F. 10 S.F. BEDROOM #3 138 S.F. 12 S.F. 20 S.F. 6 S.F. 10 S.F. DISTRIBUTION, FOR MATERIALS & TABLE P2904 6 PIPE FITTINGS, FOR MATERIALS, M M (oco MASTER BATH 58 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE BATH 45 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE SCRIBE @ WALL ( TYPICAL ) WOOD BLOCKING 3 SIDES 11/2" DIA. POLE SECURED W / FLANGES BOTH SIDES. RIBE @ WALL ( TYPICAL ) COD BLOCKING 3 SIDES FIXED WOOD SHELVES DETAIL SCALE 1/2": 1'-0"- LINEN CLOSET DETAIL SCALE 1/2": 1'-0" W/ SHELVES RISER D I ASRAM N.T.S WATER SUPPLY & DISTRIBUTION NOTE: DRAIN WASTE & VENT NOTE: 1. SERVICE FOR NEW BATHROOM WILL BE TAKEN z MATERIALS FOR DRAIN, WASTE & VENT SHALL FROM THE EXISTING WATER SERVICE. COMPLY WITH TABLE P3002.1 DRAIN, WASTE & e- M M Ir TABLE P3111.3 SIZE OF COMBINATION WASTE & 2. WATER DISTRIBUTION PIPING & FITTING SHALL VENT PIPE. COMPLY WITH R.C.O.N.Y.S. TABLE P2904.5 WATER DISTRIBUTION, FOR MATERIALS & TABLE P2904 6 PIPE FITTINGS, FOR MATERIALS, M M (oco RISER DIAGRAM cf=rT11nn1 vi[=XA/ 11411= 1'- 0" INTINUOUS RIDGE VENT (12" RIDGE 3' COLLAR TIES 32" oc (10" RR 16"O.C. ?" PLYWOOD SHEATHING #15 FELT PHALT SHINGLES (AS SELECTED IBY OWNER) E SHEALDING 5" CEILING JOISTS 16 O.C. ' O.H. CONTINUOUS SOFFIT VENT 4" STUDS 16"oc !PLYWOOD SHEATHING POR BARRIER 3 INSULATION BOARD 4YL SIDING (AS SELECTED BY OWNER) SUB FLOOR GLUED AND NAILED I" SILL 8" TJI 110 SERIES OR EQUAL @ 16" O.C. 'x 4" TOP PLATE :4" STUDS 16"oc PLYWOOD SHEATHING POR BARRIER 3 INSULATION BOARD JYL SIDING (AS SELECTED BY OWNER) 3UB FLOOR GLUED AND NAILED '8" TJI 110 SERIES OR EQUAL @ 16" O.C. 'x 4" TOP PLATE L SEALER RMITE SHIELD (COPPER) CHOR BOLTS (SEE DETAIL) ?"x 6" ACID SILL V POST ANCHORED ON I x 36" FTG. BELOW GRADE 4"-6" ABOVE GRADE )VIDE DAMP PROOFING ONC FOUNDATION WALL. 8" CONCRETE FOOTING WI 4" x 2"' KEY ONCRFTF SI AR ON 11NnISTI1RRFn RASF 00 0 z 0 e- M M Ir N 00 1-t 00 N C? w M M (oco ti Lo 00 0 e- M M Ir N 00 1-t 00 N C? M M (oco ti Lo r- � Y � Q 0 O r— w > = z } � z w U) J Z) _ U) W uj O Z � r J ti o z Ln T_ U Do O 00 J J 2 0 OU O0 o Z w II W Z Z Q d 0 (D cUn r Lu Z 0 U) Lu O C) w '- o d U,Z co 0 J w J U co 0 W F- i N DWG NO 3 1/2 --�NCL�---- WIN HT x cD Lu Lu FIN FL CD j — — FIN CLG — — — WIN HT io FIN. FL. EL. a@ 53_5' — ICE SHIELD _ICE SHIELD FE -0-01 FOR ... 11■11■1111 = ...... = =_ ... = II■■111■11 11■11■1111 III■111■11 11■II■1111 �...... � 1111111■11 �_... 11■11■1111 �_ �_ ... �.. � II■1111■11 -0" SHIELD ICE SHIELD 12 —. 6 CEDAR IMPRESSIONS 1_p GRADEh---'- I II I I I I I I I 1— I I III I I II II I I J I I I I I I I I I I I I LJ L� LJ I I III t --------------- I I - LJ LJ----------------- I I CROWN OF ROADELEV44' _—�I-------- I I 16"x8"CONCFOOTING_----=--------------- 16" x 8" CONC FOOTING -------� I FRONTELEVATION 1/4"= 11- 0" ------- --- -----I — — — — —16" x 8" CONC FOOTING — RIGHT SIDE ELEVATION 1/4"=1'- 0" 36" RAILING I ' L'===J I I I I I I L - - - - - J I —r-4" x 4" POST ANCHORED ON 10"0 x 36" FTG. BELOW GRADE LJ AND 4"-6" ABOVE GRADE L J I I I I I -------------------------16"x8"CONCFOOTING-----------------I�--� REAR ELEVATION 1/411= It- 0" FIN CLG _---WINff op ----FIN FL —_ --- FINCLG --_ _---WINHT C? m zo FIN. FL. EL. a 53.5' — — — CROWN OF ROAD ELEV 44' I i I L —J J 10"0 x 36" FTGTBELOW GRADE — — — — — — — — — 16" x-8" CONC FANCHORED ON OOTING— — — — — — — — — — — — — — — — — — r16" x 8" CONIC FOOTING AND 4"-6i" ABOVE GRADE LEFT SIDE ELEVATION 1l4"=1'- 0" R905.1.2 OF TWO LAYERS 3ETHER OR A SELF- UMEN SHEET IN F AND SHALL HE EXTERIOR WITH THE REQUIREMENTS 4STALLED AND VCE WITH THE CTIONS AS PER SEC. R1005 SEAL � S J� N. K. TFC i j, Q A 290 y0� 9 F �F NEW/ 0 00 z co M Il� O 04 00 It 00 N CO M M Lu ti Lo r - r SEAL � S J� N. K. TFC i j, Q A 290 y0� 9 F �F NEW/ 0 00 co M Il� 04 00 It 00 N CO M M ti Lo r - r } Y Q 0 O r- 0) w > = ��- oz wz cncn O ::) _ `n =O `n z N U) ci .1 O Ln z r– m pp U O J J w Z CL O o = U D w II wz z Q U) (D�� o z �5 w 0 U'- w p 0 0 w w 0 �-1 9 Qf a W J v (n w ¢ �L-u N o I C7 DWG NO 4 man 12 ICE SHIELD: ALCOA RIDGE VENT. INSTALL 2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER MANUFACTURES SPECS. TOGETHER OR SELF- ADHERING POLYMER MODIFIED BITUMEN SHEET. I ROOF SHINGLES I 1" AIR SPACE # 15 FELT PAPER ROOF SHINGLE. 11/4" x 20 GAUGE GALV. 1" x 2" BLOCKING. — I STRAP (TYP.) WITH (6) 8d 1/2" CDX PLYWOOD PLYWOOD SHEATHING. COMMON NAILS IN EACH END OF STRAP. # 15 FELT PAPER I 11/4" x 20 GAUGE GALV. STRAP (TYP.) WITH (6) 8d COMMON NAILS IN EACH END OF STRAP. • SIMPSON • 24 MIN. H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/ MANUFACTURER SPECIFICATIONS RIDGE BEAM. CATHEDRAL CLG. PRE -CRIMPED PRE -CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE: HURRICANE CLIPS TO BE END. END. ACCORDANCE WI MANUFACTURER SPECIFICATIONS 11/4" x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP (TYP.) WITH (4) 8d ACCORDANCE W/ MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING COMMON NAILS IN EACH EXISTS END OF STRAP. ACCORDANCE W/ MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE" CONNECTOR DETAIL A DETAIL B BY SIMPSON OR APPROVED EQUAL. DETAIL "C" DETAIL "D" 11 I1 11 11 ICE SHIELD & UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP & VENT N.T.S. HURRICANE CLIP N.T.S. R. 905.1.2 .'1 R. 802.3 R. 802.3.1 R. 802.3 L / 4 MAX. L R. 802.3.1 R. 802.5.1 (9) R. 802.5.1 (9) 14>.1k 11 ATTIC INSULATION 2'-0" MAX CAN'T 5/8" TYPE "X" GYPSUM BOARD COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE " TYPE " 6" RIGID INSULATION 114"3 ,� 3/4" OSB SUB FLOOR GLUED AND NAILED 5/8 X" GYPSUM BOARD ATTIC FLOOR FRAMING AS PER MANUFACTURER'S SPECRCIATIONS 2" x 4" FRAMED WALL. (TYPICAL) SOLID BLOCKING @ EXTERIOR _ PARTITION. R-15 MINERAL FIBER INSULATION F ............... ........... ... 111/2" INSULATION BETWEEN HEATED & NON -HEATED THOUGH BOLTS FIBER STRONG RIM BOARD BY SPACES. HEADER MANUFACTURER @ END OF JOISTS, STEEL PLATE TUFF - R - BOARD INSULATION. 1" MIN AIR GAP °VINYL SOFFIT GARAGE HABITABLE SPACE d Q ALL FASTENERS SHALL BE INSTALLED WITH STRICT SITE BUILT ATTIC ENCLOSURE ACCORDANCE W/ MANUFACTURER SPECIFICATIONS Q - MECHANICALLY SECURED Q MECHANICAL LATCH TO PRESSURE Q SEAL AT WEATHERSTRIPPING MANUFACTURED PULL DOWN STAIR z L DETAIL "E" DETAIL "F " DETAIL "G" DETAIL "H" Ln ATTIC ACCESS DETAIL N.T.S. CANTILEVER 1/2" =1'-0" FIRE SEPARATION @GARAGE WALLN.T.S. HEADER112" 1 W/ STEEL PLATE DETAIL W =' 0" > 1 HOUR RATED UL Design No. U333 SEAL J NDK. NOTE OSS ALL STAIRS, HANDRAILS & SHEATHING RAILINGS SHALL COMPLY o o w W/ RCNYS SEC. R-311 & R-312 I -c SIDING FLASHING - CONTINUOS VENT o p g 4 O� zJ HARDWOOD OR STEEL HANDRAIL F OF y v W/ 1 1/2" MIN. FINGER CLR. AND NOT N Ew _ 1/2" Cl bo p TO PROJECT MORE THAN 4.5" USE A MINIMUM OF TWO 8d NAILS THIS BACK -FLASHING 11/4" AIR SPACE (m 0 FROM THE WALL. SIDE OF TRUSS. o TOTAL 4 -8d NAILS 0 1/2" MIN. BLANKET INSULATION w INTO TRUSS. 314" AIR SPACE = d) V It CC) 00 ROOF RAFTER M CO 3/4" 0 LAG BOLTS TOP Clio v 0000 BOTTOM @ 24" O.C. MAINTAIN WOOD STRINGER, N 00 2" EDGE @ END DISTANCES. M TREADS, &RISERS • M co CD (0 2 - 8d NAILS INTO PLATES 1 1/4" NOSING 8-8d NAILS INTO STUD Simpson Strong -Tie PRE -MOLDED H7 Z EXPANSION JOINT. ** MINIMUM WIDTH OF STAIRS TO BE 3'-0" ti ti Ifts DETAIL "J" DETAIL "K" DETAIL "L" Y �- ,t, Q O ROOF VENTILATION N.T.S. STAIR AND RAILING DETAIL 1"=1'-0" RAFTER TIE DETAIL N.T.S. } SIMPSON STRONG -TIE H7ZLu O) W > = W Z D Z S�2 12 PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER H o w U) Z) _ D 5 R.R./C.J. TO DWELLING T_Lu ROOF CONNECTION CONNECTION DETAIL U o TECO'S o O N Z 2"x6" R.R. @ 16" O.C. N r J 2"A" R.R. @ 16" O.C. 3-10d COMMON SEE DECK ATTACHMENT — 1/2" LAG. BOLT SI SON DETAIL ON SHEET #12 @ 24" O.C. ST PPING @ 16" ti 'x " 16" FILLER TRIP 6-8d COMMON SIMPSON 12T EA. IDE zz X_ 2-2"x10" HEADER m0 00 1/2° LAG. BOLT DECORATIVE MOLDING CO'V. @ 24" O.C. J PORCH TECOS ' Lli z0 --1 � - O o U p � CD n SEE DECK ATTACHMENT — 2"x6" DECKING 2"x6" DECKING DECORATIVE MOLDING 4"x44"POST ANCHORED IN PSON STRAPPING ® 16" W � I— Z z w � Q) DETAIL ON SHEET #12 2" x 6" FLOOR JTS 16" O.C. �o 8" x 36" FTG. BELOW GRADE AND 4"-6"ABOVE GRADE '/z"ID LAG SIMPSON 1 0 0 6-8d COMMION BOLTS @ 16 N 0 W 6-8d COMMION 10 HGR. ® 16" U U 1/2° LAG. BOLT STRIP 3-10d COMMON ail AB POST BASE BY SIMPSON I-_0 O U CL w 00 @ 24" O.C. w Ur !=FILLER ' wTECO'S O W lU) N� d UZ Q p GRADE 5/8" ANCHOR BOLT ETAIL 11 I D 'IN" @ 4' O.C. (TWO STORY HOUSE) PORCH COL'S TO HDR. PORCH DETAIL FLJ TO DWELLING CONNECTOR POST W/ CONC. CONNECTION PORCH/RAFTER/GIRDERCONNECTION DETAIL N.T.S. d 5 DETAIL 11 W- 12_ PORCH CONNECTION DETAILS N.T.S. 2015 INTERNATIONAL INTERNATIONAL ENERGY CONSERVATION CODE & 2017 SUPPLEMENT TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA GIa7.Cd FRAME WALL U -FACTOR 0.084 A continuous air barrier shall be installed in Air -permeable insulation shall not be used as BASEMENT WALL U -FACTOR 0.360 the building envelope. a sealing material. General requirements The exterior thermal envelope contains a -encstration 5k light � continuous air barrier. Ceiling Frame Breaks or joints in the air barrier shall be door , wait sealed. spare Zone The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit 51;� he shall be aligned with the insulation and any shall be aligned with the air barrier. R_�'aluc gaps in the air barrier shall be sealed. R-1 aluc Ceiling/attic mall Batt insulation shall be cut neatly to fit 0-059 Access openings, drop down stairs or knee around wiring and plumbing in exterior walls, Plumbing and wiring wall doors to unconditioned attic spaces or insulation that on installation readily 0-0130 shall be sealed. conforms to available space shall extend R-%'aluc The junction of the foundation and sill plate Cavities within comers and headers of frame i shall be sealed. walls shall be insulated by completely filling 2(7+5 or The junction of the top plate and the top of the cavity with a material having a thermal Walls exterior walls shall be sealed. resistance oT R-3 per inch minimum. option [ Knee walls shall be sealed. Exterior thermal envelope insulation for framed NR 49 walls shall be installed in substantial contact 15120 30 s and continuous alignment with the air barrier. 15, 4 fL The space between window/doorjambs and ;y u Windows. skylights and doors framing, and skylights and framing shall be sealed. Rim joists shall include the air barrier. Rim joists shall be insulated. Rim joists option ? 0.28 4:1.55 The air barrier shall be installed at any Floor framing cavity insulation shall be 25 cavil}' exposed edge of insulation. installed to maintain permanent contact with 15/20 15,4 the underside of subfloor decking, or floor Floors (including above garage and cover plates and walls or ceilings. framing cavity insulation shall be permitted cantilevered floors) Duct shafts, utility penetrations, and flue to be in contact with the top side of Shafts, penetrations shafts opening to exterior or unconditioned sheathing, or continuous insulation installed on ti. space shall be sealed. the underside of floor framing and extends D�/ from the bottom to the top of all perimeter w II J Z floor framing members. Z Exposed earth in an unvented crawl space Where provided instead of floor insulation, Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to W with overlappingjoints taped. the crawlspace walls. TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS 3.8, Amendments to 'Table 8402.1.2 (Insulation and Fenestration Requirements 6}• Component). Table R402.1.2 of the .2015 IECC Residential Provisions shall be deemed to be amended by (1) dc5i11alinQ the existingrow for climate Zone 6 as "option I" and (2) adding t} new rote, to be designated as "option 2," for climate zone 6, such "option 1" and "option 2" rows for climate zone f to read as follows: N TOTE: Tlic remainder of Table R402.1.2 shall not be deetned to be deleted or otherwise amended Tine remainder of Table R40?. I .? continues in 6111 farce and effect. by this Section 3.8. TABLE R402.1.4 EQUIVALENT U -FACTORS TABLE R402.1.4 EQUIVALENT U -FACTORS$ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA GIa7.Cd FRAME WALL U -FACTOR 0.084 Wood Mass BASEMENT WALL U -FACTOR 0.360 Basement ` Slab Narrow cavities Climate -encstration 5k light � Fenestration Ceiling Frame Wall door , wait R-traluc spare Zone t-tialut" t•=factor 51;� he R -value thermal envelope shall be airtight and IC R_�'aluc R `Faluc R-1 aluc &depth mall Batt insulation shall be cut neatly to fit 0-059 0-065 around wiring and plumbing in exterior walls, Plumbing and wiring R-Valuc. or insulation that on installation readily 0-0130 0.082 conforms to available space shall extend R-%'aluc 6 behind piping and wiring. i The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs 2(7+5 or adjacent to showers and tubs shall separate shall be insulated. 0.050 them from the showers and tubs. 7 -and 8 option [ 0.32 14-55 NR 49 13+10 n 15120 30 s 15/19 15, 4 fL 15119 ;y u HVAC register boots thermal envelope shall be sealed to the subfloor or drywall. When required to be sealed, concealed fire 0 option ? 0.28 4:1.55 NR 49 25 cavil}' 15120 301 15/20 15,4 15/20 cover plates and walls or ceilings. Duct shafts, utility penetrations, and flue U Shafts, penetrations shafts opening to exterior or unconditioned ti. space shall be sealed. N TOTE: Tlic remainder of Table R402.1.2 shall not be deetned to be deleted or otherwise amended Tine remainder of Table R40?. I .? continues in 6111 farce and effect. by this Section 3.8. TABLE R402.1.4 EQUIVALENT U -FACTORS TABLE R402.1.4 EQUIVALENT U -FACTORS$ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA CEILING U -FACTOR 0.035 FRAME WALL U -FACTOR 0.084 MASS WALL U -FACTOR' 0.197 Batts in narrow cavities shall be cut to fit, or BASEMENT WALL U -FACTOR 0.360 CRAWL SPACE WALL U -FACTOR 0.477 narrow cavities shall be filled by insulation Narrow cavities 0.65 that on installation readily conforms to the 0-084 0.165 available cavity space. 0-360 Air sealing shall be provided between the 3 Garage separation garage and conditioned spaces. 0-030 0.060 Recessed light fixtures installed in the building Recessed light fixtures installed in the building Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be airtight and IC 0.35 drywall. rated. 0.060- 0.098 Batt insulation shall be cut neatly to fit 0-059 0-065 around wiring and plumbing in exterior walls, Plumbing and wiring 0.55 or insulation that on installation readily 0-0130 0.082 conforms to available space shall extend 0.050 0.055 behind piping and wiring. i The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. 0.050 them from the showers and tubs. 7 -and 8 0.32 The air barrier shall be installed behind 0.026 Electrical/phone box on exterior walls electrical or communication boxes or 0.028 0.050 air -sealed boxes shall be installed. 'i t � HVAC register boots that penetrate building ;y u HVAC register boots thermal envelope shall be sealed to the subfloor or drywall. When required to be sealed, concealed fire 0 sprinklers shall only be sealed in a manner J that is recommended by the manufacturer. Concealed sprinklers Caulking or other adhesive sealants shall not W Z be used to fill voids between fire sprinkler cover plates and walls or ceilings. Duct shafts, utility penetrations, and flue U Shafts, penetrations shafts opening to exterior or unconditioned space shall be sealed. AIR SEALED WALL CLIMATE ZONE 1 17 SKYLIGHT U -FACTOR 0.75 CEILING U -FACTOR 0.035 FRAME WALL U -FACTOR 0.084 MASS WALL U -FACTOR' 0.197 FLOOR U -FACTOR 0.064 BASEMENT WALL U -FACTOR 0.360 CRAWL SPACE WALL U -FACTOR 0.477 2 0.40 0.65 0.030 0-084 0.165 0.064 0-360 0.477 3 0.35 0.55 0-030 0.060 0.098 0.047 0.091c 0.136 4 except Marine 0.35 0.55 0.026 0.060- 0.098 0.047 0-059 0-065 5 and Marine 4 0.32 0.55 0.026 0-0130 0.082 a' 0.050 0.055 6 i ¢','.- 0.026 0.045 0.060 0.033 0.050 0-055 7 -and 8 0.32 0.55 0.026 0.045 0.057 0.028 0.050 0A55 'i t � L ;y u o Inn Z T - co 00 U 0 J J W Z .* Q gg U 0 o D�/ (7 w II J Z I.L ~ Z 0 t U) 0 r' W 0 U W � 0 D wZ ao �' ♦�; -r�W �� r, g,MA°•Rr dyye.�a` �� "$f' �ki•'�.L rc v .� J U U) W Q I- �I N o DWG NO 6 12 +„ t AIR SEALED WALL CLIMATE ZONE 1 FENESTRATION U -FACTOR 0.50 SKYLIGHT U -FACTOR 0.75 CEILING U -FACTOR 0.035 FRAME WALL U -FACTOR 0.084 MASS WALL U -FACTOR' 0.197 FLOOR U -FACTOR 0.064 BASEMENT WALL U -FACTOR 0.360 CRAWL SPACE WALL U -FACTOR 0.477 2 0.40 0.65 0.030 0-084 0.165 0.064 0-360 0.477 3 0.35 0.55 0-030 0.060 0.098 0.047 0.091c 0.136 4 except Marine 0.35 0.55 0.026 0.060- 0.098 0.047 0-059 0-065 5 and Marine 4 0.32 0.55 0.026 0-0130 0.082 0.033 0.050 0.055 6 0-32 0.55 0.026 0.045 0.060 0.033 0.050 0-055 7 -and 8 0.32 0.55 0.026 0.045 0.057 0.028 0.050 0A55 a. Itonfenastra*ion U-faictors shall be obtained from measurement, calculal ion or &i approved source. b '.^.'hen mare than half the insulation it on the interior the mass v:all U -€actors shall be a maximum cf 0 I7 ;n Climate Zone 1, O. i4 in %limale Zone 2, 0.12 in'C♦limate Zone 3 0 03" it Clin;ate Zone 4 except Marine. 0.055 in Climate Zone 5 and Marine 4 and 0.057 in Climate Zones 6 through 8. c. Ba sement wa!l U -factor of 0.350 in warm-hurnld locations as defined b,,Figure R301 1 and Table fRW I[A. N.T.S. INSTALL 1" RIGID INSULATION CUT TO FIT BETWEEN THE RAF FOAM SEAL BOTH SIDES ALONi RAFTER WITH EXPANDING FOA MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULA' INSTALL 1" RIGID INSULATION VERTICALLY TO CONNECT INSULATING SHEATIN TO RIGID INSULATION BAFFLE FOAM SEAL BOTH JOINTS INSTALL 1"' RIGID ROUGH CUT AROUND VENTILATION CHUTE - AIR SEAL PERIMETER WITH EXPANDING FOAM SEALANT MANUFACTURED RECESSED LIGHT ENCLOSURE ATTIC INSULATION ATTIC TRUSS jeL& DET, 1. AIR SEALING AT RECESSED LIGHTING IN ATTIC IMETER N.T.S t DETAIL VENTED AIRSPACE ATTIC INSULATION NUOUS BEAD OF SEALANT RIGID INSULATION UOR INSULATED WALL 1" EXT. INSULATION SHEATING AS N.T.S ATTIC EAVE BAFFLE AND VENT VENTED AIRSPACE ATTIC INSULATION NUOUS BEAD OF SEALANT RIGID INSULATION UOR INSULATED WALL PETAIL 1" RIGID INSULATION AS ATTIC EAVE N.T.S BAFFLE CUT AROUND MANUFACTURED VENT ATTIC INSULATION WOOD TRUSS FRAMING SHEATH INTERIOR OF -ATTIC ACCESS TO +1" OF INSULATION LEVEL V RIGID INSULATION ACCESS PANEL DRAW ACCESS PANEL SNUG WITH PERIMETER SCREWS TRIM AS REQUIRDED FINISHED CEILING tpr=TA I L AIR SEALING AT ATTIC HATCH // FINISH SCREWS N.T.S -WOOD FRAME FLOOR ASSEMBLY ZL PETA i L AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY CEILING GYPSUM BOARD AS AIR BARRIER CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER WINDOW UNIT AS AIR BARRIER CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF ADHESIVE CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER WINDOW UNIT AS AIR BARRIER CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF ADHESIVE CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT CONTINUOUS SILL SEALER - FULL WIDTH OF MUDSILL FOUNDATION WALL AS AIR BARRIER CONCRETE SLAB AS AIR BARRIER AIR SEALING DETAIL N.T.S. z2& PeTA I L AIR SEALING AT PORCH ROOF AT 1" N. T.. RIGID INSULATION SHEATING ATTIC INSULATION SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED r --RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" MECHANICAL LATCH TO ATTIC FLOOR FRAMING PRESSURE SEAL, WEATHERSTRIPPING COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE - MANUFACTURED PULL DOWN STAIR ZL& PETAIL AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T,.c 00 0 Z .- M 0 N Co CD N 00 co w 1I� u7 1 r SEAL ED ARcti K. 9T 079465 yon F OF NEW 0 .- M N Co CD N 00 co 1I� u7 1 r r } Y a� O =W >�' Z E Z W U �o �� 0= _ (_W LO ON O LO Z r J o Inn Z T - co 00 U 0 J J W Z W Q O U 0 o D�/ (7 w II J Z I.L ~ Z 0 U) 0 r' W 0 U W � 0 D wZ ao W ° a W J U U) W Q I- �I N o DWG NO 6 12 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(1) FASTENING SCHEDULE 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(1) - continued FASTENING SCHEDULE DESCRIPTION OF NUMBER AND TYPE SPACING AND ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION 14 Blocking between ceiling joists or rafters ROOF 16" o.c. face nail SIZE 4-8d box (21/2" x 0.113") or Toe nail3-8d 1 Blocking between ceiling joists or rafters to top common (21/2" x 0.131"): or 3" x 0.131" nails SPLICE EDGES SHALL plate 3-10d box (3" x 0.128"): or 3-16d box (31/2" x 0.135") ;or 3 each 16" o.c. face nail B 3-3"x 0.131" nails 2-16d common (31/2" x 0.162") ; or 2 Ceiling joists to top plate 4-8d box (2112" x 0.113") or 3-8d common (2112" x 0.131") : or Per joist, Toe nail 4 each 16" o.c. face nail 6 3-10d box (3" x 0.128"): or 4-8d box ( 21 /2 " x 0.113") ; or L�FASTENSHEATHING N AS SHOWN 110 3-3"x 0.131" nails 3-16d box ( 31/2 " x 0.135") ; or 3 Ceiling joist not attached to parallel rafter, laps 4-10d box (3" x 0.128"); or Face nail Toe nail over partitions [see Sec'ions R802.3.1, R802.3.2 3-16d common (31/2" x 0.162"0; or 4-10d box ( 3" x 0.128") ; or 7.0 and Table R802.5.1(9)] 4-3" x 0.131" nails 4-3" x 0.131" nails 4 Ceiling joist not attached to parallel rafter Table R802.5.1 (9) Face nail HEADER TO JACK -STUD STRAP PER TAB (heel joint) [see Secticns R802.3.1 and R802.3.2 (2.5" x 0.131") 2-16d common (31/2 " x 0.162") ; or End nail and Table R802.5.1(9)] 16.5 3-10d box ( 3" x 0.128") ; or 5 Collar tie to rafter, face nail or 11/4" x 20 ga. 4-10d box (3" x 0.128"); or Face nail each rafter 1a.5 ridge strap to rafter 3-104 common (3" x 0.148") ; or 3-10d box (3" x 0.128"); or 2-116d common (31/2" x 0.162") ; or Face nail 10 4-3"x 0.131" nails 3-3" x 0.131" nails 6 Rafter or roof truss tolate P 3-16d box nails (31/2" x 0.1135") ; or 3-10d common nails (3" x 0.148") ; or 2 toe nails on one side and 1 toe nail Face nail o = 4-10d box (3" x 0.128"); or on opposite side of each rafter or o 4-3"x 0.131" nails truss 20 30 19 4-16d (31/2" x 0.135") ; or Toe nail 7.0 9.5 3-10d common (31 /2" x 0.1148") ; or 2-8d common ( 21/2" x 0.131") ; or Face nail 25.5 4-10d box (3" x 0.128") ; or 2-10d box ( 3" x 0.128") ; or 7 Roof rafters to ridge, Valley or hip rafters or 4-3"x 0.131" nails 2 staples, 1" crown, 16 ga.,1 3/4" long 3-16d box (3112" x 0.135") ; or End nail MIN. DOUBLE 2" x 4" FRAMING COVERED WITH MIN. roof rafter to minimum 2" ridge beam Z 60 2-16d common (31/2" x 0.162") ; or 3-8d common (2 1/2" x 0.131") ; or 21.5 18.5 3-10d box (3" x 0.128") ; or 3-10d box ( 3" x 0.128") ; or *'THICK WOOD STRUCTURAL PANEL SHEATHING WITH 20 3-3"x 0.131" nails 3 staples, l" crown, 16 ga.,1 3/4" long WALL 8 Stud to stud (not at braced wall panels) 16d common (31/2" x 0.162") 24" o.c. face nail 20.5 8D COMMON OR GALVANIZED BOX NAILS AT 3" O.C. IN ox x ; or 3" x 0.131" nails 16" o.c. face nail 9 Stud to stud and s butting stud at intersecting 16d box (31/2" x 0.135") ; or 3" x 0.131" nails 12" o.c. face nail 17.0 wall corners (at braced wall panels) 3-10d box ( 3" x 0.128") ; or 16" o.c. face nail 40 NP 16d common (31/2" x 0.162") 22.0 FLOOR 16d common 31/2" x 0.162" 16" o.c. each edge face nail 10 Built-up header (2" to 2" header with 112" spacer) Joist to sill, top plate or girder 3-8d common (21/2" x 0.131") ; or Toe nail NUMBER OF JACK STUDS FRAME CONSTRUCTION 16d box (31/2" x 0.135") 12" o.c. each edge face nail 11 Continuous header to stud 5-8d box (21/2" x 0.113") ; or toe nail 10 4-8d common (21/2" x 0.131") ; or 8d box (2 112" x 0.113") 4" o.c. toe nail 22 4-10d box (3" x 0.128") 8d common (21/2" x 0.131") ; or 12 Top plate to top plate 16d common (3112" x 0.162") 16" o.c. face nail 10d box (3" x 0.128") ; or 12" o.c. face nail 3" x 0.131" nails 12.0 15.5 12.0 15.5 3" x 0.131" nails 3-8d box (21/2" x 0.113") ; or Double top plate splice for SDCs A -D2 with 8-16d common (3112" x 0.162") ; or 2-8d common (21/2" x 0.131") ; or face nail seismic braced wall line spacing <25' 12-16d box (31/2" x 0.135") ; or face nail on each side of end joint 60 12-10d box (3" x 0.128") ; or (minimum 24" lap splice length each 13 24 12.3N 0.131" nails side of end joint) Blind and face nail 8S Double top plate splice SDCs DO, D1, or D2; 2-16d common (31/2" x 0.162") 25 and braced wall line spacing > 25' 12-16d ( 3/12 x 0135") At each bearing, face nail 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(1) - continued FASTENING SCHEDULE FIGURE R602.10.6.2 METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS R WITH DOUBLE PORTAL EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) 2'- 18TINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL TENSION STRAP PER TABLE 602.10.6.4 WALLIF' I I !M (ON OPPOSITE SIDE OF SHEATHING�-- DESCRIPTION OF NUMBER AND TYPE SPACING AND ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION 14 Blocking between ceiling joists or rafters 16d common (31/2" x 0.162") 16" o.c. face nail SIZE to top plate 16d box (3112" x 0.135") ; or 12" o.c. face nail STORY LOGATION 5PAGIN6 (FEET) 3" x 0.131" nails SPLICE EDGES SHALL 15 Bottom plate to joist, rim joist, band joist or 3-16d box (31/2" x 0.135") ;or 3 each 16" o.c. face nail B blocking ( at brace wall panel) 2-16d common (31/2" x 0.162") ; or 2 each 16" o.c. face nail G5 -PP OCCUR OVER AND BE 4-3"x 0.131" nails 4 each 16" o.c. face nail 6 12 4-8d box ( 21 /2 " x 0.113") ; or L�FASTENSHEATHING N AS SHOWN 110 (2.0" x 0.113") 3-16d box ( 31/2 " x 0.135") ; or NAILED TO COMMON = 2.5 4-8d common ( 21/2" x 0.131") ; or Toe nail 20 4-10d box ( 3" x 0.128") ; or 7.0 16 Top or bottom plate to stud 4-3" x 0.131" nails 3-16d box (31 /2 " x 0.135") ; or 10.5 13.5 10.5 13.5 HEADER TO JACK -STUD STRAP PER TAB 5.0 6.5 (2.5" x 0.131") 2-16d common (31/2 " x 0.162") ; or End nail 16.5 16.5 3-10d box ( 3" x 0.128") ; or 8.0 R602.10.6.4 ON BOTH SIDES OF OPENING 3-3" x 0.131" nails 1a.5 17 To totes, laps corner s and p P P 3-10d box (3" x 0.128"); or 2-116d common (31/2" x 0.162") ; or Face nail 10 intersections 3-3" x 0.131" nails OPPOSITE SIDE OF SHEATHING 18 1" brace to each stud and plate 3-8d box (21/2" x 0.113"); or 2-8d common ( 21/2" x 0.131") ; or Face nail o = U 2-10d box ( 3" x 0.128") ; or o 2 staples 13/4" 20 30 19 1" x 6" sheathing to each bearing 3-8d box (21/2" x 0.113"); or 7.0 9.5 2-8d common ( 21/2" x 0.131") ; or Face nail 25.5 15.0 2-10d box ( 3" x 0.128") ; or INEACH PANEL EDGE. 50 2 staples, 1" crown, 16 ga.,1 3/4" long 31.5 115.0 MIN. DOUBLE 2" x 4" FRAMING COVERED WITH MIN. 3-8d box (21 /2" x 0.113"); or Z 60 37.5 3-8d common (2 1/2" x 0.131") ; or 21.5 18.5 3-10d box ( 3" x 0.128") ; or *'THICK WOOD STRUCTURAL PANEL SHEATHING WITH 20 Tx 8' and wider sheathing to each bearing 3 staples, l" crown, 16 ga.,1 3/4" long Face nail 1/2 20 Wider than 1"x 8" 20.5 8D COMMON OR GALVANIZED BOX NAILS AT 3" O.C. IN 4-8d box (21/2" x 0.113); or MIN. DOUBLE 2 X 4 POST 3-8d common (2112" x 0.131 ") ;or 2c[.0 17.0 14.5 3-10d box ( 3" x 0.128") ; or ALL FRAMING (STUDS AND SILLS) AS SHOWN TYP.(KING 40 NP 4 staples, 1" crown, 16 ga.,1 314 " long 22.0 FLOOR 4-8d box (21/2" x 0.113); or NP 21 Joist to sill, top plate or girder 3-8d common (21/2" x 0.131") ; or Toe nail NUMBER OF JACK STUDS FRAME CONSTRUCTION 60 3-10d box ( 3" x 0.128") ; or 55.5 32.0 27.0 3-3" x 0.131" nails 10 4.5 8d box (2 112" x 0.113") 4" o.c. toe nail 22 Rim joist , band joist or blocking to sill or 8d common (21/2" x 0.131") ; or 20 8.5 top plate (roof applications also) 10d box (3" x 0.128") ; or 6" o.c. toe nail 3" x 0.131" nails 12.0 15.5 12.0 15.5 7.0 CLO 3-8d box (21/2" x 0.113") ; or 23 1" x 6" subfloor or less to each joist 2-8d common (21/2" x 0.131") ; or face nail 11.0 Q.5 3-10d box (3" x 0.128") ; or 60 23.0 2 staples, 1" crown, 16 ga.,1 3/4" long 13.0 24 2" subfloor to joist or girder 3-16d box ( 31/2" x 0.135") ; or Blind and face nail 8S 5.0 2-16d common (31/2" x 0.162") 25 2" planks ( plank & beam - floor & roof) 3-16d box ( 31/2" x 0.135") ; or At each bearing, face nail 16.0 9.5 2-16d common (3112" x 0.162") 30 3-16d common (31/2" x 0.162") 23.0 26 Band or rim joist to joist 4-10d box (3" x 0.128") ; or End nail 40 30.0 4-3" x 0.131" nails; or 17.5 15.0 IST PL 4-3" x 14 ga. staples, 7/16" crown 50 37.0 37.0 21.5 Nail each layer as follows: 32" o.c. 20d common (4" x 0.192") ; or at top and bottom and staggered. 44.0 25.0 10d box ( 3 " x 0.128") ; or 24" o.c. face nail at top and bottom 27 Built-up girders and beams, 2 inch lumber 3 " x 0.131" nails staggered on opposite sides And: 6.5 layers 20 NP 2-20d common (4" x 0.192") ; or Face nail at ends and at each 11.5 3-10d box (3" x 0.128") ; or splice NP 34.5 3-3" x 0.131" nails 17.0 4-16d box (31/2" x 0.135") ; or NP 28 Ledger strip supporting joists or rafters 3-16d common (31/2" x 0.162") ; or At each joist or rafter, face nail 50 4-10d box (3" x 0.128") ; or 55.0 31.5 26.5 44" x 0.131" nails 29 Bridging to joist 2-10d (3" x 0.128") Each end, toe nail FIGURE R602.10.6.2 METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS R WITH DOUBLE PORTAL EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) 2'- 18TINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL TENSION STRAP PER TABLE 602.10.6.4 WALLIF' I I !M (ON OPPOSITE SIDE OF SHEATHING�-- - MIN. LENGTH OF PANEL PER TABLE R602.10.5 MIN. (2)}' DIAMETER ANCHOR BOLTS INSTALLED PER SECTION R403.1.6 WITH 2" x 2" x*" PLATE WASHER INTERMITTENT BRACED WALL PANEL REQUIRED ADJACENT OPENING FOR SINGLE PORTAL FRAME ANCHOR BOLTS PER SECTION R403.1.6 FRONT ELEVATION. SECTION FASTEN KING STUD 70 HEADER WITH 616D SINKERS FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16DSIINKER NAILS AT 3" O.C. TYP. MIN. J" WOOD STRUCTURAL PANEL SHEATHING 2015 IRC INTERNATIONAL RESIDENTIAL CODE TABLE R602.10.3 BRACING REQUIREMENTS BASED ON WIND SPEED EXP05URE GATE60RY B MINIMUM TOTAL LENGTH (FEET) OF BRAGED HALL PANELS 30- FOOT MEAN ROOF HIE6HT CONNECTION CRITERIA Fasteners Spacing 10- FOOT HALL HIE6HT REQUIRED ALONG EAGH BRACED HALL LINE 2 BRAGED HALL LINES STRUCTURAL PANEL SPAN RATING ULTIMATE DESIGN IF NEEDED, PANEL BRACED WALL LINE WIND SPEED V ult SIZE METHODS METHODS TO HEADER WITH 8D STORY LOGATION 5PAGIN6 (FEET) METHOD LIB SPLICE EDGES SHALL PBS, PP, HPD, G5-H5PG5-G, (INCHES O.C.) (INCHES O.C.) B N OR GALVANIZED BOX NAILS IN 3"GRID D BV -HSP, ABH, PFH, G5 -PP OCCUR OVER AND BE 0 16 6 12 PFG 5-5FB L�FASTENSHEATHING N AS SHOWN 110 (2.0" x 0.113") 10 NAILED TO COMMON = 2.5 2.0 20 7.0 7.0 4.0 BLOCKING WITHIN THE 7/16" 30 40 10.5 13.5 10.5 13.5 HEADER TO JACK -STUD STRAP PER TAB 5.0 6.5 (2.5" x 0.131") MIDDLE 24" OF THE 16.5 16.5 G.5 8.0 R602.10.6.4 ON BOTH SIDES OF OPENING 60 1a.5 1a.5 PORTAL LEG -HEIGHT. Q.5 24 10 -1.5 7S OPPOSITE SIDE OF SHEATHING 3.5 < 120 ONE ROW OF 3" O.C. o = U 0 o 20 30 14.0 20.0 NAILING IS REQUIRED- EQUIREIN 8.0 11.5 7.0 9.5 40 25.5 25.5 15.0 12.5 INEACH PANEL EDGE. 50 31.5 31.5 115.0 MIN. DOUBLE 2" x 4" FRAMING COVERED WITH MIN. Z 60 37.5 o 21.5 18.5 *'THICK WOOD STRUCTURAL PANEL SHEATHING WITH NP 11.0 6.5 5.5 1/2 20 NP 20.5 8D COMMON OR GALVANIZED BOX NAILS AT 3" O.C. IN 10.0 MIN. DOUBLE 2 X 4 POST NP 2c[.0 17.0 14.5 ALL FRAMING (STUDS AND SILLS) AS SHOWN TYP.(KING 40 NP AND JACK STUD) TYPICAL PORTAE-- 22.0 18.5 50 NP 47.0 27.0 23.0 NUMBER OF JACK STUDS FRAME CONSTRUCTION 60 NP 55.5 32.0 27.0 10 4.5 PER TABLE R602.7(1) & (2) - MIN. LENGTH OF PANEL PER TABLE R602.10.5 MIN. (2)}' DIAMETER ANCHOR BOLTS INSTALLED PER SECTION R403.1.6 WITH 2" x 2" x*" PLATE WASHER INTERMITTENT BRACED WALL PANEL REQUIRED ADJACENT OPENING FOR SINGLE PORTAL FRAME ANCHOR BOLTS PER SECTION R403.1.6 FRONT ELEVATION. SECTION FASTEN KING STUD 70 HEADER WITH 616D SINKERS FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16DSIINKER NAILS AT 3" O.C. TYP. MIN. J" WOOD STRUCTURAL PANEL SHEATHING 2015 IRC INTERNATIONAL RESIDENTIAL CODE TABLE R602.10.3 BRACING REQUIREMENTS BASED ON WIND SPEED EXP05URE GATE60RY B MINIMUM TOTAL LENGTH (FEET) OF BRAGED HALL PANELS 30- FOOT MEAN ROOF HIE6HT CONNECTION CRITERIA Fasteners Spacing 10- FOOT HALL HIE6HT REQUIRED ALONG EAGH BRACED HALL LINE 2 BRAGED HALL LINES STRUCTURAL PANEL SPAN RATING ULTIMATE DESIGN MAXIMUM WALL STUD SPACING (INCHES) BRACED WALL LINE WIND SPEED V ult SIZE METHODS METHODS HIND SPEED (MPH) STORY LOGATION 5PAGIN6 (FEET) METHOD LIB METHOD cB PBS, PP, HPD, G5-H5PG5-G, (INCHES O.C.) (INCHES O.C.) B C D BV -HSP, ABH, PFH, G5 -PP 24/0 1/2" 16 6 12 PFG 5-5FB 115 110 (2.0" x 0.113") 10 4.0 4.0 2.5 2.0 20 7.0 7.0 4.0 3.5 7/16" 30 40 10.5 13.5 10.5 13.5 6.0 8.0 5.0 6.5 (2.5" x 0.131") 50 16.5 16.5 G.5 8.0 60 1a.5 1a.5 11.5 Q.5 24 10 -1.5 7S 4.5 3.5 < 120 O U 0 o 20 30 14.0 20.0 14.0 20.0 8.0 11.5 7.0 9.5 40 25.5 25.5 15.0 12.5 50 31.5 31.5 115.0 15.5 Z 60 37.5 37.5 21.5 18.5 10 NP 11.0 6.5 5.5 1/2 20 NP 20.5 11.5 10.0 30 NP 2c[.0 17.0 14.5 40 NP 38.0 22.0 18.5 50 NP 47.0 27.0 23.0 60 NP 55.5 32.0 27.0 10 4.5 4.5 2.5 2.5 20 8.5 8.5 5.0 4.0 30 40 12.0 15.5 12.0 15.5 7.0 CLO 6.0 7.5 2ND PL 50 1a.5 M.S 11.0 Q.5 60 23.0 23.0 13.0 11.0 10 8.5 8S 5.0 4.5 .5130 20 16.0 16.0 9.5 8.0 30 23.0 23.0 13.5 11.5 40 30.0 30.0 17.5 15.0 IST PL 50 37.0 37.0 21.5 18.0 60 44.0 44.0 25.0 21.5 10 NP 13.0 7.5 6.5 20 NP 24.0 13.5 11.5 30 NP 34.5 I cl 17.0 40 NP 44.5 25.5 22.0 50 NP 55.0 31.5 26.5 60 NP 65.0 37.5 31.5 2015 IRC INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a.b MINIMUM NAIL MINIMUM WOOD MINIMUM CONNECTION CRITERIA Fasteners Spacing z ULTIMATE DESIGN CS-WSP Continuously sheathed wood structural ane/ p STRUCTURAL PANEL SPAN RATING NOMINAL PANEL THICKNESS MAXIMUM WALL STUD SPACING (INCHES) PANEL NAIL SPACING WIND SPEED V ult SIZE PENETRATION EDGES FIELD win exposure)ca ca -Fe -gory (INCHES) Varies by fastener (INCHES) (INCHES O.C.) (INCHES O.C.) B C D 6d COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 (2.0" x 0.113") g O _ U) L1 j � 8d COMMON16 1.75 24/16 7/16" 6 12 170 140 135 (2.5" x 0.131") O L1-) z m 00 O J 24 6 12 140 115 110 FOR SI: 1 INCH = 25.4 mm, 1 mile per hour = 0.447 m/s. A. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with panel strength axis perpendicular to supports. B. Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2. Lateral bracing requirements shall be in accordance with Section R602.10. C. Wood structural panels with span rating of Wall -16 or Wall -24 shall be permitted as an alternate to panels with a 2410 span rating. Plywood siding rated 16 o.c. or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. 2015 IRC INTERNATIONAL RESIDENTIAL CODE TABLE R602.10.4 BRACING METHODS Continuous Sheathing Method METHOD, MATERIAL MINIMUM THICKNESS FIGURE CONNECTION CRITERIA Fasteners Spacing z CS-WSP Continuously sheathed wood structural ane/ p 1/2II 0 Exterior sheathing per Table R602.3(3) 6" edges 12" field 07 ' M M M � `':•L�L Interior sheathing per Table R602.3(1)orR602.3(2) Varies by fastener .�,�. _,�_,��_ U) 0 z � M M ti 0 It 00 N C? 07 M M M ti LO r- 0 O rn 0 � M M ti It 00 N C? M M M ti LO r- 0 O rn W Z 2 >: 0 Z W U) C/) g O _ U) L1 j � O Z_ N , J O L1-) z m 00 O J J :E0 D O U 0 o w 11 W F_ z Q) d 0 O VJ U) O U p W Z 0 a w J U U) a W Q I- � N of rn DWG NO 7 1/2 8da?6" oc toed in L along braced wall TOP PLATE 1!2" MIN. STRUCTURAL WOOD PANEL AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S) CONNECTION FOR STRAP - 3 8 d COMMON NAILS @ EA. END OF STRAP FOR CLOF EA. PLATE TO PLATFORM BELOW - 16 d COMMON NAILS @ 16" O.C. FOR SILL PLATE - ANCHOR BOL 3-16d@16"oc along braced wall 6" 0 8d COMMON NAILS @ 6" O.C. ON EDGES ONLY 8d COMMON NAILS @ 12" O.C. ON FIELD ONLY SIMPSON HDU4-SDS2.5 HOLDDOWN W/ 5/8 " DIAM. ATR (ALL THREADED ROD) ANCHOR, EMBEDMENT LENGTH OF ANCHOR IN CONCRETE IS 10" • , MIN.. USE SIMPSON SET EPDXY-TIE HIGH STRENGTH EPDXY ADHESIVE t • TO SECURE ANCHOR, DRILL 3/4" DIAM. HOLE FOR EPDXY. FOLLOW MANUFACTURER'S INSTRUCTIONS. END SHEARWALL SLAB ON GRADE 8d @ 6" oc toe along brace TOP PLATE 1/2" MIN. STRUCTURAL WOOD PANEL 3-16d( along bra, AT STUD TO FLOOR ASSEMBLY TO SILT_ PLATE(S) CONNECTI FOR STRAP - 3 8d COMMON NAILS @ EA. END OF S FOR C OF EA. PLATE TO PLATFORM BE LOW - d COMMON NAILS @ 16" O.C. TOP PLATE 8da 6" oc toed in Ong braced wall FLOOR JOIST _ FLOOR JOIST SILL PLATE .ANCHOR BOLTS L 8d COMMON NAILS @ 6" O.C. ON EDGES ONLY 8d COMMON NAILS @ 12" O.C. ON FIELD ONLY SIMPSON HDU4-SDS2.5 HOLDDOWN W/ 5/ " DIAM. ATR (ALL THREADED ROD) ANCHOR, EMBEDMENT LENGTH OF ANCHOR IN CONCRETE IS 10" MIN.. USE SIMPSON SET EPDXY-TIE HIGH STRENGTH EPDXY ADHESIVE TO SECURE ANCHOR, DRILL 3/4" DIAM. HOLE FOR EPDXY. FOLLOW MANUFACTURER'S INSTRUCTIONS. D CONCRETE/ .,, ..,_RY FOUNDATION IND SHEARWALL ON FOUNDATION 'WALL 1/2" MIN. STRUCTURAL WOOD PANEL = 3-16d@16"oc along braced wall FLOOR JOIST SILL PLATE ANCHOR BOLTS L JTS 0 8d @ 6" oc toed in along raced wall AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16" O.C. (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): FOR STRAP - 3 8 d COMMON NAILS @ EA. END OF STRAP FOR CLOF EA. PLATE TO PLATFORM ABOVE & @ C OF EA. PL8TE TO PLATFORM BELOW- 1 16d COMMON NAILS @ 16" O.C. SIMPSON HOLDDOWN W/ 5/8 " DIAM. 6.. ATR (ALL THREADED ROD) o SEE THIS SHEET FOR DETAIL 8d COMMON NAILS @ 6" O.C. ON EDGES ONLY 8d COMMON NAILS @ 12" O.C. ON FIELD ONLY SIMPSON HOLDDOWN W/ V " DIAM ATR (ALL THREADED ROD) ANCHOR, EMBEDMENT LENGTH OF ANCHOR IN CONCRETE IS 10" MIN.. USE SIMPSON SET EPDXY-TIE HIGH • : ' STRENGTH EPDXY ADHESIVE TO • SECURE ANCHOR, DRILL 3/4" DIAM. HOLE FOR EPDXY. FOLLOW MANUFACTURER'S INSTRUCTIONS. POURED CONCRETE/ MASONRY FOUNDATION 2 STORY END WALL SHEARWALL TOP PLAT SOLID BLOCKING BETWEEN RAFTERS ATTACHED TO TOP PLATES 8d COMMON @ 6" OC ALONG LENGHT OF BRACED WALL PANEL 8d @ 6" oc toed in along braced wall TOP PLATE 3-16d@16"oc along braced wall 8d @ 6" oc toed in along braced wall FLOOR JOIST TOP PLATE 1/2" MIN. STRUCTURAL WOOD PANEL 3-16d@16"oc along braced wall SILL PLATE ANCHOR BOLTS SOLID BLOCKING BETWEEi RAFTERS ATTACHED TO TOF ATES 8d COMMON @ 6" OC ALONG LENGHT OF BRACED WALL PANEL BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTER. L 2 STORY TUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16" O.C. YAPPLICIABLE FOR TWO STORY CONFIGURATIONS): STRAP - 3 8 d COMMON) NAILS @ EA. END OF STRAP PLATFORM BELOW- 11 16 d COMMON NAILS @ 16" O.C. OMMON NAILS 2" O.C. ON D ONLY OMMON NAILS 'O.C. ON EDGES Y FUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16" O.C. Y APPLICIABLE FOR TWO STORY CONFIGURATIONS): STRAP - 3 8 d COMMON NAILS @ EA. END OF STRAP L L PLATFORM BELOW- 1 16 d COMMON NAILS @ 16" O.C. OMMON NAILS ?" O.C. ON D ONLY OMMON NAILS O.C. ON EDGES Y -UD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16" O.C. Y APPLICIABLE FOR TWO STORY (CONFIGURATIONS): STRAP - 3 8 d COMMON NAILS @ EA. END OF STRAP PLATFORM BELOW- 1 16 d COMMON NAILS @ 16" O.C. ONCRETE/ FOUNDATION BRACED WALL PANEL Three 50cBust Yid elo 100 110 1200*0 I 971IW7URi L SHMATHNO BDA120�,H1=ATWIMAM I Aa airilkLet Rafter/Truss Spacing Sheathing Size (inches, o.c.) e r e r e r e r e r rtfihg Location sa+'d spaehg &Wtws, oa) Moxkmm Nail spaehg for ball Common Mono or 10d Dox Naris Arcfrss, ooh to 6 inches o.c. - Interior Zone 12 b 12 6 12 6 12 6 12 b 12 O 6 12 6 12 6 12 6 12 6 12 24 b 12 b 12 b 12 b b b 12' 4" EDGE ZONE 12 b 12 b 12 6 12 6 12 b 12 Ib b 12 6 12 6 12 6 12 6 12 24 6 12 b 12 6 12 6 12' b 12' BDA120�,H1=ATWIMAM I Aa airilkLet Rafter/Truss Spacing Sheathing Size (inches, o.c.) Minimum Number of 8d Common Nails or 1 Od r Box Nails per Support 1x6 or 1x8 Sheathing 12-24 2 1 2 2 2 2 1x10 or Larger Sheathing 12-24 3 1 3 3 3 3 E - Nail spacing at panel edges (in.) F - Nail spacing at intermediate supports in the panel field (in.) 1. For wall sheathing within 4 ft. of the corners, the 4 ft. permeter edge zone attachment requirements shall be used. 2. Tabulated 12 inch. o.c. nail spacing assumes sheathing attached to stud framing members with G> 0.49. For framing members with 0.42< G<0.49, the nail spacings shall be reduced to 6 inches o.c. - 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. 4. Tabulated nail spacing assumes a building located in Exposure B. Roof Sheathing Attochment Requirements for Wind Loads - Exposure B Throe socad e„rt wrd W 100 110 120 I'J0 oww 97R k7UPAL SHEATHING WA Z0 SHEATHING 9 arze E r E r I! IN 11 to C r Shoo rg Rafter / TPws llpachg (reuse, 0.6.11or H ochesr Nall slpachg for bd Crn onon walls 1od sox Nan. (rehoo, 6.4) Interior Zone(i) 12 6 12 6 12 b 12 6 12 b 12 2 6 12 6 L2 6 L2 6 0 b 12 MZ b 12 6 12 b 12 6 6 b 12 24 6 12 6 12 b b b 6 b 12 2 2 2 3 1 5 16 2 2 3 671 Perimeter Edge Zone 12 b 0 6 L2 b 1 12 b I2' b 12' O b 12 6 12 b 12' b b b b MZ b 12' b 12 b b b b d b' 24 b 12 b b b d d d d b Isobw d A,011 Rake or Rak& TYws e✓ Lookout 6k all Rake or Redd Mu"Wo Rdc. 6 b O d O d 4 4 4 4 b b 6 6 b b b 6 6 b' WA Z0 SHEATHING 9 arze RRartorr� "hg 1-IhMerm Wwrbor of aCommon Norio CommNedio or lod Dox Nano per support We, or IxD 6hoc&&q t2-44.2 2 2 2 2 2 IXIO or Larger shoalhhg 12-141.2 1 s S 3 D S E - NAIL SPACING AT PANEL EDGES (in.) F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED (in.) 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G >0.49. FOR FRAMING MEMBERS WITH 0.42 <G < 0.49 THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 3. TABULATED 6 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G > 0.49 FOR FRAMING MEMBERS WITH 0.42 <G < 0.49 THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. 4, TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS FRAMING MEMBERS WITH G > 0.49 FOR FRAMING MEMBERS WITH 0.42 <G < 0.49 THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B (ROOF -TO -WALL, WALL-TO-WALL, WALL -TO -FOUNDATION) Dead Lood AwnnpUm bd/C NV AwemMy OL - 15 p*f "a am" GUST VW WI D (niph) 100 110 120 WO r*wa VNM OL) WWVM OU Nw6w of ed Conran Win or 10d Banc ilah In wch end of 1-V x 20 gape *trap 1,2,3,4 ROOF PRC" 12 1 2 2 2 1 2 16 1 2 2 3 176 235 20 2 2 2 3 12 24 2 2 3 3 28 2 2 3 4 220 32 2 3 3 4 3 36 2 3 1 3 356 471 12 2 2 2 3 1 5 16 2 2 3 671 20 2 2 3 4 16 24 2 3 3 4 1 28 2 3 4 5 193 32 2 3 4 5 2 3 36 3 4 1 4 6 12 2 2 3 3 185 16 2 2 3 4 2 20 2 3 4 4 19.2 24 2 3 4 5 1 28 3 3 4 5 32 3 4 5 6 83 36 3 4 1 5 7 1 1 2 3 103 4 190 16 2 3 4 5 2 20 3 3 4 5 24 24 3 4 5 6 144 28 3 4 5 7 2 32 3 5 6 7 303 36 4 5 6 8 1. Prescriptive limits are based on assumptions of Table 3.4 2. Tabulated uplift connection requirements assume a building ocated in Exposure B. 3. Tabulated uplift connection requirements assume a roof and e[ling assembly dead load of 9 psf (0.60 x 15psf - 9pso. If a cling assembly is not present or if the ceiling assembly Is not connected to the roof assembly, the tabulated number of nals all be increased by 1 nail at each and of the strap. 4. Minimum ASTM A653 Grade 33 steel strap. RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B Deo! Lona Awunp&m Boot Awwctly DL - 10 pd aw weO SM (mph) � p0 100 110 130 90 100 110 130 ROOF PRC" ow rM OU Nihi r of ed Conran Nd* or 10d Ba Nab In sack end of 1-V x W W *W 1,2,3,4,6,* R R (plf) 1,$3,4 oW �ftY of tdp Connection N 00 N 12 16 1 2 2 2 2 2 3 4 94 126 133 178 176 235 224 298 3:12 20 24 2 2 2 3 3 3 4 5 157 189 222 267 294 353 373 447 28 2 3 4 6 220 311 412 522 } Y Q � O 32 3 3 4 7 252 356 471 597 rn 4 1 5 7 283 400 1 529 671 12 1 1 2 2 79 111 145 183 Of W Z) 16 1 2 2 3 106 147 193 244 4:12 20 24 2 2 2 2 2 3 4 4 132 158 184 221 242 290 305 366 28 2 3 3 5 185 258 338 427 32 2 3 4 5 211 295 387 488 12 1 1 1 2 62 87 114 144 16 1 1 2 2 83 115 152 192 p 20 1 2 2 3 103 144 190 239 5:12 24 2 2 2 3 124 173 228 287 28 2 2 3 4 144 202 265 335 - 32 2 2 3 4 165 231 303 383 36 2 3 1 3 5 IN 1 260 341 431 C) W 12 1 1 1 2 7 9 10 130 16 1 1 2 2 76 106 138 173 20 1 2 2 3 95 132 172 216 6:12 24 1 2 2 3 115 158 207 260 28 2 2 2 4 134 185 241 303 32 2 2 3 4 153 211 276 346 36 2 2 1 3 4 172 237 310 389 12 1 1 1 57 75 9 16 1 1 2 2 75 100 130 162 20 1 2 2 94 125 162 7:12-12.12 24 1 2 2 3 113 150 194 243 28 2 2 2 3 132 175 227 284 32 2 2 3 4 151 200 259 324 36 1 2 1 2 1 3 1 4 1 170 1 225 1 292 1 365 I. Tabulated corrlectlon requtrernents shall be permitted to be multplied by 070 for fraring not located within 6 feet of building corners. 2. Tabulated ridge correction loads assurne a bukkA located in Expowe B. 3. Tabulated connection requirements based}on " oWl uplft rnhis Ob of the roof mm" dead load (0bxi0p4). 4. Tabulated corriectlon requlremerits aro based on a 12 'ridge strap spacing, for different Mdge strap spacings, multiply the tabulated wadies by the app multiplier below. .2 Ridge Conisation Spacing(h) 12 16 4i 24 46 Mull Iter 100 1.33 1b0 200 4.00 5. i^hen 1;4*ukited the number of nails reTi ed in each end of the str T Is equal to I and the firariing Is attached In acaordatce with Table 3.1, the ridge shyp and addttlonal nailing Is not 6. Wien a colla^ tie Is used h lieu of a ridge strap, the number of I0d nails iced In e� of ft collar He need rot exceed the tabulated number of bd nails h a steels , or the rurriber of 12d box nails in each end of the collar tie need not exceed the taulated rillrriber or IOd box nalis In a steel strd>p. T I-)4'' 20 gage ridge strdtp shall be of ASTH A653 grade 33 steel or equlvabnt. CORNER HOLD -DOWN DETAILS "SIM[ "SIM[ BLOCKIN ENDWAL "SIMP; "SIMP; 2-16d COMMON VAILS @ 6" O.C. =0R FULL LENGTH DF STUD NOTE: ALL STRAPPING, ANCHORS, HOLD DOWNS, & ADHESIVES TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS DETAIL CORNER CONNECTION FLOOR TO FLOOR N.T.S. "SIMPSON" HD08 OR "SIMPSON" PHD6 NOTE: ALL STRAPPING, ANCHORS, HOLDOWNS, & ADHESIVES TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS 2-16d COMMON NAILS @ 6" O.C. FOR FULL LENGTH OF STUD 7/8" OFIREADED ROD EMBEDDED 121/2" INTO CONCRETE W/ "SIMPSON" ET (HIGH STRENGTH EPDXY ADHESIVE) & FOR TEMPS 0°F - 40°F USE "SIMPSON" AT. ( HIGH STRENGTH ACRYLIC ADHESIVE) DETAIL CORNER CONNECTION FLOOR TO FOUNDATION N.T.S. SEAL 11 ARCy J�\1 N. K. TFC F 9I 02946 y(Z)� F OF NEW Itt 00 Z 0 M N 00 N W OMO M M CD SEAL 11 ARCy J�\1 N. K. TFC F 9I 02946 y(Z)� F OF NEW Itt 00 M N 00 N OMO M M CD rl- LO r- } Y Q � O rn > _� = W 0 Z W 1n I. H o O Of W Z) = L0 "' o O N U) r J ti O Z LO T_ U M 0 oO J J 0 � O p o U W H Z Z Q U 0 W Z - U) O U p L) w W O F- 2 wZ ►_ o0 , 0 0 J J C) W � N DWG NO e 8 12 TABLE R507.6 DECK BEAM SPAN LENGTHS (FT. - IN.) SPECIES SIZE DECK JOIST SPAN LESS THAN OR EQUAL TO (FEET) 6 8 10 12 14 16 18 SOUTHERN PINE 2-2X6 6-11 5-11 5-4 4-10 4-6 4-3 4-0 2-2X8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 2-2X10 10-4 9-0 8-0 7-4 6-9 6-4 6-0 2-2X12 12-2 10-7 9-5 8-7 8-0 7-6 7-0 3-2X6 8-2 7-5 6-8 6-1 5-8 5-3 5-0 -2X8 10-10 9-6 8-6 7-9 7-2 6-8 6-4 3-2X10 13-0 11-3 10-0 9-2 8-6 7-11 7-6 3-2X12 15-3 13-3 11-10 10-9 10-0 9-4 8-10 3X6 OR 2-2X6 5-5 4-8 4-2 3-10 3-6 3-1 2-9 3X8 OR 2-2X8 6-10 5-11 5-4 4-10 4-6 4-1 3-8 DOUGLAS FIR -LARCH, HEM -FIR, SPRUCE -PINE -FIR, REDWOOD, WESTERN CEDARS, PONDEROSA PINE, RED PINE 3X10 OR2-2X10 8-4 7-3 6-6 5-11 5-6 5-1 4-8 3X12 OR 2-2X12 9-8 8-5 7-6 6-10 6-4 5-11 5-7 4X6 6-5 5-6 4-11 4-6 4-2 3-11 3-8 4X8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 4X10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 4X12 11 -5 9-11 8-10 8-1 7-6 7-0 6-7 3-2X6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 3-2X8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 3-2X10 12-0 10-5 9-4 8-6 7-10 7-4 6-11 3-2X12 13-11 12-1 10-9 9-10 9-1 8-6 8-1 TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) TABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN. SPECIES JOIST SPAN CONNECTION DETAILS 6' AND LESS 6-1" TO 8' 8'-1" T010' 10'4" TO 12' 12'-1" TO 14' 14'-1" TO 16' 16'-1" TO 18' SOUTHERN PINE ON -CENTER SPACING OF FASTENERS 1/2 INCH DIAMETER LAG SCREW W/ 1/2 INCH 30 23 18 15 13 11 10 MAXIMUM SHEATING 9-8 10-1 10-1 9-8 2X10 16-2 14-0 1/2 INCH DIAMETER BOLT W/ 1/2 INCH 36 36 34 29 24 21 19 MAXIMUM SHEATING 16-6 13-6 DOUGLAS FIR -LARCH, HEM -FIR, SPRUCE -PINE -FIR, 2X6 9-6 8-8 7-2 112 INCH DIAMETER BOLT W/ 1 INCH 36 36 29 24 21 18 16 MAXIMUM SHEATING 9-1 2 X 10 15-8 13-7 11 -1 13-7 13-7 TABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN. SPECIES SIZE SPACING OF DECK JOISTS WITH NO CANTILEVER (INCHES) SPACING OF DECK JOISTS WITH CANTILEVER (INCHES) 12 16 24 12 16 24 SOUTHERN PINE 2X6 9-11 9-0 7-7 6-8 6-8 6-8 2 X 8 13-1 11-10 9-8 10-1 10-1 9-8 2X10 16-2 14-0 11-5 14-6 14-0 11-5 2X12 18-0 16-6 13-6 18-0 16-6 13-6 DOUGLAS FIR -LARCH, HEM -FIR, SPRUCE -PINE -FIR, 2X6 9-6 8-8 7-2 6-3 6-3 6-3 2 X 8 12-6 11-1 9-1 9-5 9-5 9-1 2 X 10 15-8 13-7 11 -1 13-7 13-7 11 -1 2X12 18-0 15-9 12-10 18-0 15-9 12-10 REDWOOD, WESTERN CEDARS, PONDEROSA PINE, RED PINE 2X6 8-10 8-0 7-0 5-7 5-7 5-7 2 X 8 11-8 10-7 8-8 8-6 8-6 8-6 2X10 14-11 13-0 10-7 12-3 12-3 10-7 2X12 17-5 15-1 12-4 16-5 15-1 12-4 TABLE R507.4 MAXIMUM JOIST SPACING MATERIAL TYPE AND NOMINAL SIZE MAXIMUM ON -CENTER JOIST SPACING PERPENDICULAR TO JOIST DIAGONAL TO JOIST 1 1/4 -INCH -THICK WOOD 16 INCHES 12 INCHES 2-INCH-THINCK WOOD 24 INCHES 16 INCHES PLASTIC COMPOSITE IN ACCORDANCE W/ SECTION R507.3 IN ACCORDANCE W/ SECTION R507.3 Table P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES PLUMBING FIXTURE TRAP SIZE 4 X 4 (MIN. IN.) BATHTUB (with or without 8 FEET 6 X 6 shower head and/or 1 1/2 whirlpool attachments BAND JOIST 3/4 INCH Bidet 1 1/4 Clothes with standpipe 2 Dishwasher(on separate trap) 1 1/2 Floor drain 2 Kitchen sink(one or two �o = traps, with or without LU dishwasher and food waste 1 1/2 disposer) Laundry tub 1 1/2 one or more compartments) O _ 07 Lavatory 1 1/4 Shower(based on the totai flow rate through , J showerheads and bodysprays) Flow rate: 5.7gpm and less 1 1/2 more than 5.7gpm up to 12.3gpm U 2 more than 12.3gpm up to 25.8gpm 3 more than 25.8gpm up to 55.6gpm 4 1. ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. 2. ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON.. 3. ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, ALL SOLDER SHALL BE LEAD FREE. 4. ALL SUPPLY PIPING SHALL BE INSULATED WITH 112" INSULATION. 5. ALL FIXTURES SHALL BE AS SELECTED BY OWNER. 6. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., STATE BUILDING AND ENERGY CODE. TABLE R507.4 MAXIMUM JOIST SPACING DECK POST SIZE MAXIMUM HEIGHT 4 X 4 8 FEET 4 X 6 8 FEET 6 X 6 14 FEET TABLE R507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING LEDGER 2INCHES 3/4 INCH 2INCHES 15/8 INCHES BAND JOIST 3/4 INCH 2 INCHES 2 INCHES 15/8 INCHES Sec. P3103.1 - Roof Extensions Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7'-0" above the roof. Sec. P3103.2 - Frost Closure Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not less than 1 foot inside the thermal envelope of the building. U) 000 0 Z M M f1� 0 v 0000 N 00 LO M M ti LO W � Y a� of rn �o = SEAL ��E D A RC,y K. rF i Ln _Nz 9� X2946 yO) F �F NE`N 000 0 M M f1� v 0000 N 00 M M ti LO � Y a� rn �o = LU � >- � Z LU � I-- �o D O _ 07 `n p LOZ N fn , J O L0 Z 'C— m 00 U 0 J J W Z Op o = C) - LU ZZ U U) L7 Z O W O C) W '- 0 0- w Z 00 0 w Z J 0 W �I N DWG NO JVA9 1/2 FIGURE R507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS FLOOR SHEATING NAILING AT 6" MAXIMUM ON CENTER TO HOLD DOWN OR JOIST WITH HOLD DOWN OR SIMILAR DEVICE c- FLOOR JOIST DECK JOIST 'NOTE: THIS DETAIL IS APPLICAPABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS FLOOR JOIST Sec. P3103.1 - Roof Extensions Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7'-0" above the roof. Sec. P3103.2 - Frost Closure Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or wall shall be no less than 3 inches in diameter. Any icrease in -the size of the vent shall be made not less than 1 foot inside the thermal envelope of the building. AIR SHIELD NOTE: SHEATHING AIR SHIELD LIQUID FLASHING FILL JOINT WITH. LIQUID FLASHING & CREATE 1" BAND OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING SURFACE SHEATHING JOINT TREATMENT REFLECTIVE RED PANTONE #187 - EATING )ING ASING FOR WATER TIGHTNESS DECKING LEDGER WITH FASTENERS ACCORDANCE WITH TABLE R507.2 'PROVED JOIST HANGERS )LD -DOWN DEVICE MIN. 750 LB. CAPACITY F 4 LOCATIONS, EVENLY DISTRIBUTED .ONG DECK AND ONE WITHIN 24" OF EACH M OF THE LEDGER. HOLD-DOWN DEVICES 1ALL FULLY ENGAGE DECK JOIST PER )LD -DOWN MANUFACTURER. k FULLY THREADED 318" DIAMETER LAG SCREW PREDRILLED WITH MIN. 3" PENETRATION TO CENTER OF TOP PLATE, STUDS, OR HEADER. FOR SI: 1 INCH = 25.4 MM Table P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES CONTINUOUS RIM OR END JOIST 8d @ 6" O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16" O.C. ALONG BRACED WALL PANEL CONTINUOUS RIM OR END JOIST FOR SI:1 INCH = 25.4 MM PLUMBING FIXTURE TRAP SIZE (MIN. IN.) BATHTUB (with or without FRAMING [FR shower head and/or 1 1/2 whirl ool attachments Bidet 1 1/4 Clothes with standpipe 2 Dishwasher(on separate trap) 1 1/2 Floor drain 2 Kitchen sink(one or two M M traps, with or without dishwasher and food waste 1 1/2 disposer) Laundry tub 1 1/2 one or more compartments) Lavatory 1 1/4 6nower(based on the total flow rate through O showerheads and bodysprays) Flow rate: 5.7gpm and less 1 1/2 more than 5.7gpm up to 12.3gpm LLJ > - 2 more than 12.3gpm up to 25.8gpm 3 more than 25.8gpm up to 55.6gpm } 4 NOTE: CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 THE CONSTRUCTION TYPE DESIGNATION SHALL BE I, II, 111,IVORV TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 OF THE BCNYS DESIGNATION FOR STRUCTURAL COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION F FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS RROOF FRAMING [FR FLOOR AND ROOF FRAMING 112 " STROKE FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING ADDITIONAL FRAMING MEMBER DIRECTLY ABOVE BRACED WALL PANEL 8d @ 6" O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16" O.C. ALONG BRACED WALL PANEL ADDITIONAL FRAMING MEMBER DIRECTLY ABOVE BRACED WALL PANEL VENTED ATTICS WITH AIR PERMEABLE INSULATION INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE VENTS THAT EXTENDS OVER INSULATION (TYP.) NOTE: PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF - ADHERING POLYMER- MODIFIED BITUMEN SHEET IN PLACE OF NORMAL UNDERLAYMENT AND SHALL EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR WALL LINE. NOTE: PROVIDE SMOKE DETECTORS & CARBON MONOXIDE DETECTORS AS PER SEC. R314, 315 OF 2015 IRC DETECTORS TO BE HARDWIRED & INTERCONNECTED. REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SECTION 1265.4 SIGN OR SYMBOL (A) EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. (B) THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE; PROVIDED HOWEVER, THAT: (1) IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX, THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF REFLECTIVE WHITE THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX; AND (2) IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THE AUTHORITY HAVING JURISDICTION, THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE, THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. (C) THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL HAVE BEEN AFFIXED. (D) THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED, FADED, WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS, VEGETATION, AND OTHER OBSTRUCTION THAT MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. STAGGER FASTENERS IN 2 ROWS FULL HEIGHT BLOCKING @ 16" O.C. ALONG BRACED WALL PANEL TOE NAIL 3-8d NAILS AT EACH BLOCKING MEMBER BRACED WALL PANEL 3-16d AT EACH BLOCKING MEMBER 2-16d NAILS EACH SIDE FULL HEIGHT BLOCKING @ 16" O.C. ALONG BRACED WALL PANEL LAG SCREW OR BOLT • Z LEDGER 5.5" MIN FOR 2X8 6.5" MIN FOR 2X10 7.5" MIN FOR 2X12 (E) THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION. (1) THE SIGN OR SYMBOL SHALL CONSIST OFA CIRCLE SIX INCHES (152.4mm) IN DIAMETER, WITH A STROKE WIDTH OF 112 INCH (12.7mm). THE BACKGROUND OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORMING TO PANTONE MATCHING SYSTEM (PMS) #187. (2) THE SIGN OR SYMBOL SHALL BE OF STURDY, NON -FADING, WEATHER RESISTANT MATERIAL; PROVIDED, HOWEVER, THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER OR DECAL. (3) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE, AS FOLLOWS: (i) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS, THE CONSTRUCTION TYPE DESIGNATION SHALL BE "V" AND (ii) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS, THE CONSTRUCTION TYPE DESIGNATION SHALL BE "1", "II", "III", "IV", OR'V" TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 OF THE BCNYS. (4) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS (S) CONTAINING TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION STRUCTURAL COMPONENTS AS FOLLOWS: (i) "F" SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; (ii) "R" SHALL MEAN ROOF FRAMING; AND (iii) "FR" SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. (5) THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN OR SYMBOL, OVER THE LOCATION DESIGNATION, WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE SIGN OR SYMBOL. ROOF FLOOR DV V R F V F ROOF AND FLOOR BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN 1 SYMBOL DURING FINAL INSPECTION. 'DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS. FOR SI:1 INCH = 25.4 MM U) 1-t 00 T- M Z 0 M I1� � 00 w N 00 M M 1-t 00 T- M M I1� � 00 N 00 M M ti LO ti � Y Q � O LLJ > - = w } W Z o z U) o 2 J E Z20 _ � Z)U -i o z N U) r J o Z Lo 1r__ U M 0 00 �- J J W Z W Op o = U 0 - LL1Q Z w �t S r (D W O � O UC) W w -' LJZ 00 W 0 IL d w _l W v Q F- �- p N 0 DWG NO d 10 12 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS [REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATEI USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 psf 10 psf DECKS 40 psf 10 psf PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 10 psf ATTICS WITH STORAGE (ROOF BELOW 3 PITCH) 20 psf 10 psf ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf SLEEPING ROOMS 30 psf 10 psf STAIRS 40 psf 10 psf GUARDRAILS AND HANDRAILS 200 psf 10 psf OF LOADING (LIVE = GROUND SNOW LOAD JUSTMENTS AS PER TABLE R301.5 OF THE SIDENTIAL CODE OF NEW YORK STATE) F 45psf ps ATTIC 15 psf FOR CATH T-8" 8" EGRESS WINDOW d WELL 9 S.F. MIN. 4-0 AS PER CODE EGRESS LADDER I I 8" CONC. WALL W/ 8" X 16" / co CONC. FOOTING DRAIN TO DRYWELL WINDOW WELL PLAN TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,bAd TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS NOTE: L = SPAN LENGTH, H = SPAN HEIGHT. a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. F- Io0 I=z I9 � c� U IJw N JWX I�w w IOW za I I I ALLOWABLE STRUCTURAL MEMBER DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 12 U180 WITH NO FINISHED CEILING ATTACHED TO PANEL SPAN RAFTERS PANEL SPAN INTERIOR WALLS AND PARITIONS H/180 FLOORS AND PLASTERED CEILINGS U360 ALL OTHER STRUCTURAL MEMBERS U240 EXTERIOR WALLS WITH PLASTER OR H/360 STUCCO FINISH 16 EXTERIOR WALLS --WIND LOADS WITR 0240 BRITTLE FINISHES EXTERIOR WALLS --WIND LOADS WITR U120 FLEXIBLE FINISHES co co <fl CO NOTE: L = SPAN LENGTH, H = SPAN HEIGHT. a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. F- Io0 I=z I9 � c� U IJw N JWX I�w w IOW za I I I a. This table is based on 180 mph wind speeds and a 33 foot mean roof height. b. Fasteners shall be installed at opposite ends of the wood structural panel. c. Nails shall be 10d common or 12d box nails. d. Where screws are attached to masonry or masonry/stucco, they shall be attached utilizing vibration -resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %fi' ANDA MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WI --H THE PROVISIONS OF THE 2015 I.R.C. GENERAL PA5TENING SCHEDULE RESIDENTIAL CODE OF NEW YORK STATE R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301.2 (4) EQUAL OR EXCEED 130 MILES PER HOUR (177.1 km/h) SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 1. PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST AND PAPER ASSOCIATION (AF7PA) - WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM); 1. FOR GABLE ROOFS 10° TO 45° PITCHES 2. SEE FASTENING SCHEDULE A FOR NAILING IN EA. ZONE :RIOR ZONE IMETER ZONE SLE WALL WtuGE ZONE) RIDGE- PLATFORM FRANIN6 ONLY ATTIC BLOCKING 2 BAYS FASTENER 5PAGING (INGHES4)' FA5TENER C� 4 FEET < b FEET < TYPE PANEL SPAN PANEL SPAN PANEL SPAN < 4 FEET < b FEET < 8 FEET No. & WOOD 5GREH BASED 'q* 00 SECOND FLOOR ANCHOR WITH 2 -INCH 16 10 8 EMBEDMENT LENGTH W No. 10 HOOD 5GREH 13A5E co co <fl CO ANGHOR WITH 2 -INCH 1(9 12 q EM13EPMENT LENGTH Y4 -INCH LAG 5GEH BA5ED ti ANCHOR WITH 2 -INCH 16 I6 16 EMBEDMENT LENGTH a. This table is based on 180 mph wind speeds and a 33 foot mean roof height. b. Fasteners shall be installed at opposite ends of the wood structural panel. c. Nails shall be 10d common or 12d box nails. d. Where screws are attached to masonry or masonry/stucco, they shall be attached utilizing vibration -resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %fi' ANDA MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WI --H THE PROVISIONS OF THE 2015 I.R.C. GENERAL PA5TENING SCHEDULE RESIDENTIAL CODE OF NEW YORK STATE R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301.2 (4) EQUAL OR EXCEED 130 MILES PER HOUR (177.1 km/h) SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 1. PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST AND PAPER ASSOCIATION (AF7PA) - WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM); 1. FOR GABLE ROOFS 10° TO 45° PITCHES 2. SEE FASTENING SCHEDULE A FOR NAILING IN EA. ZONE :RIOR ZONE IMETER ZONE SLE WALL WtuGE ZONE) RIDGE- PLATFORM FRANIN6 ONLY ATTIC BLOCKING 2 BAYS C� BACK @ 4'-0" O.C. O corl_ J U) J 'q* 00 SECOND FLOOR Z Z N 00 W BLOCKING 2 BAYS co co <fl CO BACK @ 4'-0" O.C. FIRST FLOOR BLOCKING 2 BAYS ti —� BACK @ 4'-0" O.C. �Y O a EGRESS WINDOW WELL DETAILS EGRESS WELL NOTES: THE AREA SHALL BE EXCAVATED DOWN TO TOP OF EXISTING HOUSE FOOTING. THIS HAS BEEN DESIGNED TO DRAIN DIRECTLY INTO A FREE -DRAINING ROCK BED. ALL BACKFILL BENEATH THE WELL SHALL BE OF a' FREE DRAINING ROCK TO OBTAIN THE MAXIMUM DRAINAGE VOLUME PROVIDE ALL PEA GRAVEL BACKFILL AROUND WELL AND DRAIN AS PER MANUFACTURER'S SPECIFICATIONS. PROVIDE PRE -FAB FIBERGLASS EGRESS WELL & COVER BY WELLCRAFT. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION AND DRAINAGE PROCEDURES CONFORM TO SECTION R310 OF THE RESIDENTIAL CODE OF NY STATE, FOR EMERGENCY ESCAPE AND RESCUE OPERATIONS. ALL GRATES SHALL BE REMOVABLE WITHOUT SPECIAL TOOLS. MIN. OPENING HEIGHT SHALL BE 24". MINIMUM OPENING AREA SHALL BE MIN. 5.7 S.F. MINIMUM OPENING WIDTH SHALL BE 20" WINDOW SILL HEIGHT SHALL BE NO GREATER THAT 44". NOTE ALL STAIRS, HANDRAILS & RAILINGS SHALL COMPLY WI RCNYS SEC. R-311 HARDWOOD OR STEEL HANDRAIL W/ 1 1/2" MIN. FINGER CLR. AND NOT TO PROJECT MORE THAN 4.5" FROM THE WALL. WOOD STRINGER, TREADS, & RISERS ** MINIMUM WIDTH OF STAIRS TO BE 3'-0" STAIR DETAIL N.T.S. WINDOW WELL MIN. HORIZONTAL PROJECTION SHALL BE 36". HORIZONTAL DIMENSIONS SHALL BE MIN. 9 S.F. ------- GRADE 8" CONC. WALL W/ 8" X 16" CONC. FOOTING EGRESS NOTES: WINDOWS: 1. WINDOW SILL HEIGHT SHALL BE NO GREATER THAT 44". 2. MINIMUM OPENING AREA SHALL BE MIN. 5.7 S.F. 3. MIN. OPENING HEIGHT SHALL BE 24" 4. MINIMUM OPENING WIDTH SHALL BE 20" WINDOW WELLS: 1. HORIZONTAL DIMENSIONS SHALL BE MIN. 9 S.F. 2. MIN. HORIZONTAL PROJECTION SHALL BE 36". LADDERS: 1. PROVIDE A PERMANENTLY ATTACHED LADDER IN WINDOW WELLS DEEPER THAN 44". 2. LADDER MAY ENCROACH MAX. 6" INTO WELL. 3. DISTANCE BETWEEN RUNGS MAX. 18". 4. RUNGS SHALL BE MIN. 12" WIDE AND MUST PROJECT MIN. 3", MAX 6" FROM WALL. GRATES: 1. ALL GRATES SHALL BE REMOVABLE WITHOUT SPECIAL TOOLS, LADDERS: 1. PROVIDE A PERMANENTLY ATTACHED LADDER IN WINDOW WELLS DEEPER THAN 44". 2. LADDER MAY ENCROACH MAX. 6" INTO WELL. 3. DISTANCE BETWEEN RUNGS MAX. 18". 4. RUNGS SHALL BE MIN. 12" WIDE AND MUST PROJECT MIN. 3", MAX 6" FROM WALL. TOP PLATES BORED HOLE MAX. DIA. 40 PERCENT OF STUD DEPTH 518" MIN, TO EDGE NOTCH MUST NOT EXCEED 25% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. DRILLING AND NOTCHING DETAIL OF STUDS 5/8" MIN. TO EDGE IOLE IS BETWEEN 40% AND 60% STUD DEPTH, THEN STUD MUST BE JBLED AND NO MORE THAN TWO 'CESSIVE STUDS ARE DOUBLED SO BORED L U3 �— L/3 � I L D/6 MAX. I NO NOTCHES I::L D PERMITTED_] L D/6 MAX. FLOOR JOIST -CENTER CUT D/4 MAX. T D D/3 MAX. MAX. D FROM I SUPPORT I FLOOR JOIST -END CUTS D/3 MAX. 2 IN. MIN. FROM TOP AND BOTTOM OF JOIST PIPE OR CONDUIT _L DEPTH) CUTTING DRILLING AND NOTCHING DETAIL nF .I�IST� U C� Z O corl_ U) 'q* 00 LU N 00 co co <fl CO C� corl_ 'q* 00 N 00 co co <fl CO ti ti �Y O W = W EE }' W Z O Z C/) J j = U) F- LuLO o U) LO Z_ C\1 J O L0 Z co T_ OO U O J W Z O _ OU o 0O (7 W II Z Z <I Z W0 LU C/)w U �p C) a- O w z 00 LU F- (D W TZ r o a J J U Cn 0 W Q i— F- o N C) DWG NO d 11 12 JOIST DETAILS Plate nail, 16d (0.135" x 3,V2") at 16" on -center Blocking panel: 1)48' TJ' Rim Board, 1y" or 1y" TimberStrand® LSL or TJI® joist Plate nail, 16d (0.135 x 3Y2") at 16" on -center Web stiffener required on both ,sides at A2W ONLY I nail Toe nail, Toe nail, 10d (0.131 x 3") 10d (0.131 x 3") at 6" on -center at 6" on -center Web stiffener TJI® rim joist required on both Must have 1%" minimum Al Al W * sides at Al W ONLY G A2W * joist bearing at ends. Attach 86 rim joist per A3 detail. 7 * For additional installation specifications see Rim Board Details and Installation in Weyerhaeuser Installation Guide for -Floor and Roof Framing, TJ -9001. from above 2x4 minimum squash blocks CS Use 2x4 minimum squash blocks to transfer load around TJI® joist Top mount hanger Plate nail - 16d (0.135" x 3Y") at 12" on -center When sheathing thickness exceeds 8", 2x stud wall at Floor panel nail - trim sheathing tongue at rim board 16' on -center 8d (0.131" x 2Y") at 6" on -center Plate nail - 16d (0.135" x 34") at 16" on -center* Web stiffeners required on Floor panel nail - Sheathing both sides at A3.4W ONLY 8d (0.131" x 24") at 6" on -center* boundary nails, 8d (0.131" x 24") IA" or 1 y" Web Stiffeners required at 4" on -center TimberStrand® each side at A3._W LSL rim board. 1y" TJ' Rim Board, When sheathing Toe nail - on -10d enter " •, I I 7 12" x 3") at 6" on -center (A3.1/A3.1W only) thickness exceeds 1y" or 1 y" TimberStrand® LSL. trim sheathing tongue min. - at rim board Toe nail - 10d (0.131" x 3") 0 O O O at 6" on -center* Install proper blocking to s A3 A3.1 A3.2 A3.3'� support all panel edges A3.1 @A3.2 @A3.3 For additional installation specifications see Rim Board A3.4A3.4A3WOOW Details and Installation in Weyerhaeuser Installation GuideOO for Floor and Roof Framing, TJ -9001. 8" diameter maximum hole for Web stiffeners 11 8" - 16" deep blocking panels; required on both 6" diameter maximum for sides at E1 ONLY blocking panels 9y2" deep or shorter than 12" long. Do not cut flanges. 4'-0" length of 8" reinforcement on one side at E2, both sides at E3 1Y" TJ' Rim Board or/ 1Y" or %" TimberStrand® LSL. Face grain C:;�O� Nail with 10d (0.131" x 3") O O horizontal E1 E1 nails, one each at top and E2 E3 bottom flange. Hanger height must be a minimum of 60% of joist depth Face mount hanger OWeb stiffeners required if sides of H1 hanger do not laterally support at 3 �� ®. least of TJI joist to flange /6 1 P 9 BEAM DETAILS BEARING AT WALL 1y" TJ' Rim Board or 1y" or 1 y" TimberStrand' LSL or blocking for lateral support Strap per code if top plate is not continuous over column Double TJI' Joist Filler Block: Attach per the table. Clinch nails when possible. BEARING FOR DOOR OR WINDOW HEADER Strap per code if top plate is not continuous over header Load bearing or braced/shear wall above (must stack over wall below) Blocking panel: lye' TJ' Rim Board, 1y" or 1y" TimberStrand' LSL or TJI' 'dist. 2x4 minimum squash blocks yis"� B1 B1W �k Web stiffeners required on both sides at B1W and B2W ONLY No load bearing wall above Web stiffeners required each side at B3W ONLY Load bearing or braced/shear wall above (must stack over wall below when present) Blocking panel: 1Y" TJ' Rim Board, 1Y"or Ul" TimberStrand® LSL or TJI® joist Web stiffeners required on both sides of both joist ends at B4W ONLY Ind ofjoists at centerline of support Blocking panels may be required 62 B2 Blocking panels may be required with braced/shear B3 B3W with braced/shear walls above or g4 64W walls above or below - see detail B1 below - see detail B1 Nail through 2x_cantilever, wood backer and Hanger Backer Block: Install tight to top flange (tight to bottom flange with face mount hangers). Clinch nails when possible. ',Backer block both sides of web with single TJI' joist With to mount hangers, backer Ick required only bo H2 P 9 , q Y for downward I x r dads exceeding 250 lbs o for uplift O 9 P conditions. For nailing requirements see page 5, TJ - 9001, Weyerhaeuser installation Guide for Floor and Roof Framing, TJ -9001. BEAM TO BEAM CONNECTION Top mount hanger Column 6'-0" length of TJI® joist 8" diameter maximum hole for 118" - 1Y" TJO Rim Board 14" or 1}z" TimberStrand 8" diameter maximum hole for 118" - reinforcement and filler block. Use 4'-0" length g 16" deep blocking panels; 6" diameter maximum for blocking panels 9y" g P LSL. Nail with 10d (0.131" x 3") nails, L1 O 16" deep blocking panels; 6" diameter with 9y" and 1178" TJI ® eep or shorter than 12" long. one each at top and bottom flange. 12" maximum for blocking panels 9y" joists. Do not cut flanges. 2rn Attach reinforcement to joist deep or shorter than 12" long. 2 24" 1%" 3 10d nails with one 8d (0.131"x 2Y2") Do not cut flanges. 12" Both sides 1Ya" TJ' Rim Board 14" or %" 3y" 2t2' nail at each corner 3 e" or 3y " 2 24" Both sides TimberStrand LSL. Nail with One side 2x6 4 10d nailst'' lk' TJ' Rim Board or 14" or 1y" 3'2' 1 Old (0.131" x 3") nails,one each at top and bottom flange. One side (Per ply) 12" length of%" reinforcement on TimberStrand® LSL. Nail with 10d 212' Screws 5" or 6" 2 24" Both sides 6 3 „ One side one side at E5, 0 131"x 3" nails one each at ( ) Screws 5" or 6" 2 24" Attach reinforcement to 6 %4' One side both sides at E6 top and bottom flange. 6'-0" long 24" - joist web with 3 rows Full depth vertical " 4' " " ' 2'6" 3'6" 5'-0" (Detail F1 10d (0.148" x 3") nails at 6" blocking between 8" or 1" Net 2x6 2x8 Attach reinforcement 3'6" or H2) T-0" on -center, clinched. Use 2 each joist 1%. 230 7-0" to joist flange with Nail Size Filler 'L rows with 9y" and 118" Backer 10d (0.128" x 3") Less than 5" p" 8d (0.131" x 2y") nails at 6" a�`�J� on -center. When reinforcing Nail a�`� TJI® joists. E5 E6 O O 15 one side 10 (15f rmulit-family each side 15 each sid 25 each side Quantitylzl 10 (15 for multi -family applications) t� both sides, stagger nails. 2'-0" 10 (15 for '_6" 5-4- E4 Not for use with 31112" TJI® joist flange widths 210 15 i - mil mul t fa 15 EXTERIOR DECK ATTACHMENT 3'-0" 3'6" 6'-0" Structural exterior sheathing Apply subfloor Hanger Backer Block: Install tight to top flange (tight to bottom flange with face mount hangers). Clinch nails when possible. ',Backer block both sides of web with single TJI' joist With to mount hangers, backer Ick required only bo H2 P 9 , q Y for downward I x r dads exceeding 250 lbs o for uplift O 9 P conditions. For nailing requirements see page 5, TJ - 9001, Weyerhaeuser installation Guide for Floor and Roof Framing, TJ -9001. BEAM TO BEAM CONNECTION Top mount hanger Column ll/ ~" Fastener `� Face mount Min. Length # Rows O.C. Spacing hanger L1 O L2 O L3 O n See current WeerhaeuserY 3`2' 12" One side literature for framing connectors BEARING AT COLUMN Verify column capacity and beam bearing L5 length. See current Weyerhaeuser literature. Flush bearing plate required. Maximum Y" overhang H3 O BEARING AT CONCRETE WALL Protect untreated wood from direct Ocontact with concrete e Multiple -Member Connections for Top -Loaded Beams Fattener Installation RannirPmants Piece Width # of Plies Fastener Type(" Min. Length # Rows O.C. Spacing Location 75 5 6 72 2 10d nails 3" 3`2' 12" One side 12d -16d nails 3 y" 2rn Screws 3%" or 3y" 2 24" 1%" 3 10d nails 3" 3(2) 12" Both sides 12d -16d nails 3y" 2t2' Screws 3 e" or 3y " 2 24" Both sides 5" One side 2x6 4 10d nailst'' 3" 3'2' 12" One side (Per ply) 12d -16d nails() 3y" 212' Screws 5" or 6" 2 24" Both sides 6 3 „ One side 34" 2 Screws 5" or 6" 2 24" Both sides 6 %4' One side Y2" bolts 8"2 6'-0" long 24" - When fasteners are required on both sides, stagger fasteners on the second side so they fall halfway between fasteners on the first side. Load must be applied evenly across entire beam width. Otherwise, use connections for side -loaded beams. OMultiple pieces can be nailed or bolted together to L6 form a header or beam of the required size, up to a maximum width of 7" (1) 10d nails are 0.128" diameter; 12d -16d nails are 0.148" - 0.162" diameter; screws are SDS, SDW, USP WS, or TrussLOK' (2) An additional row of nails is required with depths of 14" or greater. (3) When connecting 4 -ply members, nail each ply to the other and offset nail rows by 2" from the rows in the ply below. NAILING AT BEARING (FLOOR) TJI® Joist to Bearing Plate Squash Blocks to TJI® Joist 1%" TJ' Rim Board or (Load bearing wall above) 1y" or 1 y" TilmberStrand' LSL. Joist may l e shifted up to 3" if One 10d (0.128" x 3") floor panel edge is supported One 8d (0.113" x 2y") nail into each flange and span rating is not exceeded. nail each side. Drive Do not cut joist flanges. nails at an angle at \ least 1y" from end. 34" minimum 1%" minimum end bearing intermediate bearing Also see detail 82 single-family applications 5j," may be required for maximum Shear transfer: Connections equivalent capacity to floor panel nailing schedule Rim to TJI® Joist 1i6" TJ' Rim Board, ® TJI' 560 rim joist: Toe 1y" or 1 X" TimberStrand LSL. nail with 10d (0.128" x 3") or TJI' 110 rim joist: nails, one each side of One 10d (0.131" x 3") nail into TJI' joist flange TJI' 560 each flange floor joist TJI 210, 230, and 360 rim joist: One 16d (0.135" x 3y") nail into each flange. 1%" minimum bearing With depths > 16", use TJI' 360 rim joist. Top View Locate rim board joint between joists. BEAM ATTACHMENT at BEARING 1Y" TJ' Rim Board or 14" or 1 y" TimberStrand' LSL. Drive nails at an See framing plan (if applicable) or One 10d (0.128" x 3") nail each angle to minimize Weyerhaeuser Installation Guide for Floor side of member at bearing, splitting of plate and Roof Framing, TJ -9000. For minimum 1y" minimum from end end and intermediate bearing lengths. 1 Corrosion -resistant fasteners required for wet -service applications. LA O C s q PP 2 Allowable load determined in accordance with ASTM D7672. O m Board i II with h 16" only. (3) 1y" TJ RI oa d s allowed th Joist depths _ o y (4) Maximum J4" shimmed air space. FASTENING of FLOOR PANELS Guidelines for Closest On -Center Snaring ner Row adhesive to all Flashing contact surfaces Treated 2x 291 ledger `519 See fastener 1Y" TJ' Rim Board or 14" table below. Maintain 2" distance (minimum) from or %" TimberStrand LSL. edge of ledger to fastener. Rim Board Material Fastener Allowable Loa dl2 lbs/bolt Y2" Through bolt y" lag bolt jz" Through bolt with Air Space %" TJ® Rim Board t3' 480 695 615(4) 1 4" TimberStrand LSL 610 725 1 " TimberStrand LSL Y2" 75 5 6 72 1Y" TJ' Rim Board or 14" or 1y" TimberStrand® Blocking TJI® joist web with 2 rows 10d (0.148" x 3") LSL. Nail with 10d (0.131" x 3") nails, one each at panel nails at 6" on -center, clinched. top and bottom flange. Nail to blocking panel with Use 16d (0.135" x 3y") nails with 3y" TJI® connections equivalent to floor panel schedule. joist flange widths. Attach reinforcement to joist End with one 8d (0.131" x 2J�") 3" nail at each corner F1 applies to Horizontal blocking uniformly panels between each loaded joists joist. Nail to top plate with only. connections equivalent to Wood floor panel schedule. backer �a��e� �50�� 12"length f 3 �� 2o /a e5 a a C(` G � o � reinforcement on one side leJr �$o�� G 00 at ET both sides at E8 F1 \e09 Less than 5" so 3 Option #1: TJI' joist blocking with end blocks installed at Y3 joist -span locations using two 8d (0.113" x 2jz' ) nails or / 2y" screws, typical 2x strapping installed aty joist -span locations using two 2y" screws per joist, typical Option #3: Dir ctl lied cen e app pP g PB1WWhen specified on the layout, one of p 1 PSI or PS2 sheathing, face rain vertical O O O 9, 9 the bracing options above is required (2) Construction grade or better (3) Web stiffeners are always required for 22" and 24" TJI' 560D Joists FILLER and BACKER BLOCK SIZES Gap': WEB STIFFENER ATTACHMENT g' minimum 1„ 2%4' maximum (1)2" for TJI' Nailing: 560,560D) See table below. Web stiffener both sides. See table below. * With point load from above, and no support 71 below, install web stiffener tight to top flange Tight fit* (can at bottom flanae) Nail Size Depth Minimum Web Nailing Requirements Type Number Nails ® TJI Joist Series (in.) Stiffener Size End Intermediate 3" 6" 4" 3" 110 All Vs„ x 2Y16"n) 8d 4"(3) 4"(3) 210 All 8" x 2%6"t" (0.113" x 2y") 5" 4" 230 & 360 All 8" x 2Y16"n) 16"(4) 3 3 560 All 2x4 f2) 16d (0.135" x 3Y") sheathing 18" 2x6 2x8 4 4 560D 20 22"(3) 2x4'2) 16d (0.135" x 3Y2") 5 6 5 11 2x10 +X" 24 3 56" (Detail E4) 6 13 Nail Size TJI"MJ21 210 230 or 360 Rim Board 1�.. TimberStrand® LSL or wider Microllam® LVIL Parallam® PSL 110, 210, 360 and 1X6" TJ® TimberStrand® LSL and 230 560 Rim Board 1Y;' 1y" 8d (0.113" x 2y"), 8d (0.131" x 2y") 4" 3" 6" 4" 3" 3" 4" 4" 10d (0.148"x 3"), 12d (0.148"x 34') 4"(3) 4"(3) 6" 4" 3" 3" 5" 4" 16d (0.162"x 3j2") 6" 6" 16"(4) 6"(5) 6"(5) 6"(6) 8"(4) g" (1) Stagger nails when using 4" on -center spacing and maintain Y8" joist and panel edge distance. One row of fasteners is permitted (two at abutting panel edges) for diaphragms. Fastener spacing for TJI® joists in diaphragm applications cannot be less than shown in table. When fastener spacing for blocking is less than spacing shown above, rectangular blocking must be used in lieu of TJI® joists. (2) For non -diaphragm applications, multiple rows of fasteners are permitted if the rows are offset at least Y2' and staggered. (3) With 10d (0.148" x 1'/i') nails, spacing can be reduced to 3" on -center for light gauge steel straps. (4) Can be reduced to 5" on -center if nail penetration into the narrow edge is no more than 1y" (to minimize splitting). (5) Can be reduced to 4" on -center if nail penetration into the narrow edge is no more than 1y" (to minimize splitting). (6) Can be reduced to 3X" on -center if nail penetration into the narrow edge is no more than 14' (to minimize splitting). ■ Recommended nailing is 12" on -center in field and 6" on -center along panel edge. Fastening requirements on engineered drawings supersede recommendations listed above. ® ■Maximum nails spacing for T I joists is 18" on -center. o J P 9 ■ 14 ga. staples may be substituted for 8d (0.113" x 232") nails if minimum penetration of 1" into the TJI® joist or rim board is achieved. ■ To minimize splitting, maintain edge distance and row spacing of 2Z x nail diameter or Y8", whichever is greater. ■ Nailing rows must be offset at leasty2" and staggered. ■ For recommended nailing and adhesives, see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ -9001. F DO NOT bevel cut joist beyond inside face of wall Plumbing Drop Additional joist is required if floor panel edge is unsupported or if span rating is exceeded. INSTALLATION TIPS • Subfloor adhesive will improve floor performance, but may not be required. • Squash blocks and blocking panels carry stacked vertical loads (details B1 and 62). Packing out the web of a TJI' joist (with web stiffeners) is not a substitute for squash blocks or blocking panels. • When joists are doubled at non -load bearing parallel partitions, space joists apart the width of the wall for plumbing or HVAC. • Additional joist at plumbing drop (see detail). TJI® joist floor framing does not require bridging or mid -span blocking Protect untreated wood from direct contact with concrete 1y"knockouts at approximately 12" on -center Bearing plate to be ® r flush with inside face a• . of wall or beam TJI® Joists 110 210 230 or 360 360 560 560D Depth 9Y"-118" 14"-16" 9iz"-11%" 14"-16" 9Yz"-11%" 14"-16" 18"-20" 11x" 14"-16" 18"-20" 22"-24" Filler Block 111 1'-0" 1'-6" 2x6 + %" 2x8 + y8" 2x6 +X" 2x6 +)4" 2x12 +}2" TWO Two Two Four Y4" x 15" (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2- sheathing Cantilever Filler 2x6 2x10 2x6 + Ya" 2x10 + %" 2x6 +}2" 2x10 +X" Not 56" (Detail E4) 4'-0" long 6'-0" long sheathing sheathing sheathing sheathing applicable Not applicable 4'-0" 5'-6" 4'-0" long 6'-0" long 4'-0" long 6'-0" long 4'-0'• 6'-0" Backer Block (1) " " 4' " " 1'6" 2'6" 3'6" 5'-0" (Detail F1 W or X" Y" or e" 8" or 1" Net 2x6 2x8 2x12 3'6" or H2) T-0" 3'-0" 4'6" 8'-0" 8'-0" 10'_0" 1%. 230 7-0" sheathing Nail Size Filler IOd (0.128" x 3") 16d (0.135" x 3 ") Backer 10d (0.128" x 3") 110 T-0" Nail Filler L_ : 15 one side 10 (15f rmulit-family each side 15 each sid 25 each side Quantitylzl 10 (15 for multi -family applications) 1,6„ 2'-0" 10 (15 for '_6" 5-4- ,_0�� Backer 210 15 i - mil mul t fa 15 15 d1 If necessary,increase filler and backer block height for face mount hangers and maintain rs" a at to of -oisY see detail W. Filler and backer block imensions sold accomodate required nailing without splitting (12" minimum for backer blocksand24" minimum for filler blocks). (2) Clinch nails when possible Joists must be laterally supported at cantilever and end bearings by blocking panels, hangers, or direct attachment to a rim board or rim joist. ' Rim board joint between joists Exterior Deck Attachment `Safety bracing (1x4 minimum) at Von -center (6' See ALLOWABLE on -center for TJI' 110 joists) and HOLES extended to a braced end wall. Fasten at each joist with two 8d (0.113" x 2Y2') nails minimum (see WARNING). DO NOT overhang seat cuts on beams beyond the inside face of support member. 1Y6" TJ' Rim Board or 1y" or 1 }1" TimberStrand' LSL. L1 DO NOT use sawn lumber for rim board or blocking, as it may shrink after installation. Use only engineered lumber. R ALLOWABLE HOLES - TJI® Joists Min. distance from Table A Min. distance from Table B 1X" hole may be cut K57anywhere in web out - DO NOT side of hatched zone cut or notch flange. �r cs.a O g" Li 2 x Di D1 Closely grouped round Lz 2 x Lz Dz 6" 6" No field cut minimu holes are permitted if minimum No ►field cur Do not cut DO NOT holes in (applies to all holes the group perimeter notes in holes larger cut holes in cantilever hatched except knockouts) meets requirements for hatched than 1%" in reinforcement. zones round or square holes. zones cantilever Table A - End Support Minimum distance from edge of hole to inside fare of nearest Pnd sunnnrt JOIST DEPTH TJI® Depth ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2" 3" 4" 5•' 6X" 7" 8X" 11" 13" 2" 3" 4" 5" 6y2" 7" 8X'• 11" 13" SQUARE OR RECTANGULAR HOLE SIZE 2" 3" 4" 5" 6A" 7" 8X" 11" 13" 2" 3" 4" 5" 6y" T' 8X" 11" 13" 7-0" 110 1'-0" 1'6" 2'-0" 3'-0" 5'4" 76" 3'-6" 5'6" 66" 9y„ 1'-0" 1'-6" 2'6" 3'-6" 4'-6'• 8'-0" -- y- ��-_- _-- 2'-0" 210 1'-0" 1'6" 2'-6" T-0" 5'6" 3•-0" 4'_0" 56" 8'6" 1'4" 2'-0" 2'-6" 4'-0" 5'-0" 210 360 3'-0" 230 1'6" 2'-0" 2.6" 3'6" 56" 4'6" 5'-6" T6" 8'-0" E2 -E2 E2 E3 - - _ E3 I X X X - ---i -- .. X X 1'-0" 7-0" 3'-0" 4'6" 6-0" 4'-0" 5'-6" 360 1'6" 7-0" 3'4" 4'-0'• 6'-0" 1'6" " " 4' " " 1'6" 2'6" 3'6" 5'-0" 6-6" 210 1'-0" 1'-0" 560 1'6" 2'-6" 3'6" 5'-0" T-0" 3'-0" 4'6" 8'-0" 8'-0" 10'_0" 1%. 230 7-0" 3'-0" 4'-0" 5'-6" 6'-0" 56" 10'-0" V-0" 2'6" 110 T-0" 1'-0" T-6- L_ : �� 3--0". 5'6" T-0" T6" 11'-0" V-0" 1,6„ 2'-0" Z-16" '_6" 5-4- ,_0�� 3'-0" 210 1'-0" 1'6" 2'-0" 7-0" 3'-0" 3'6" 6'-0" 110 1'-0" 1'6" 2'6" 3'_0" 5'-0" 56" 6'-6" 11x" 230 1'-0" 1'6" 2'-0" 2'6" 3'-0" 3'6" 6'-6" 2'6" 3'-0" 5-6" 9'6" V-0" 7-0" 2'6" 3'6" 5•-6" 56" T-0" 1'-0" 360 1'6" 2'-0" 3'-0" 3'6" 4'6" 5'-0" T-0" 360 1'6" 2'-6" 3'6" 4'6" 6'6" 6'6" T6" 2'-0" 560 1'6" 2'6" 3'-0" 4'-0" 5'6" 6'-0" 8'-0" 5'6" 6'-6" 9'6" 13'6" 2'6" 3'6" 4'6" 56" T-0" T6" 8'-0" 1'-0" 110 1'-0" V-0" 1'-0" 1'-0" 1'6" 7-0" 3'-0" 56" 210 V-0" 1'-0" 1'6" 2'-0" 3'-6" 4'-0" 6'-0" 8'-0" 1'-0" 210 T-0" V-0" 1'-0" 1'6" 2'-0" 2'6" 3'6" 6'-0" 2'-0" 4' 0" 6" 11'- 6 0' V-0" 1'-0" 2'-0•' 2'6" 4'-0" 4'6" 6'6" 8'6" 14" 230 1'-0" T-0" 1'-0" 1'6" 2.6" 2'6" 4'-0" T-0" 560 1'-0" 1'-0" 2'-0•' 3'-0" 4'-0" 6-0'• 7,-0" 9'-0" 360 0 " 1'-0" 1'6" 2'6" 3'6" 4'-0" 5'6" 8'-0" 12" 14Y," 16y" 1'-0" 1'6" 2'6" 4'- " 0 6'-0" 6'6" 8'-0" 9'6" 560 1'-0" 1'-0" 2'-0" T-0" 4'6" 5'-0" 666•' 9'-0" 560 1'6'• T-0" 4'-0" 6-0" T-0" T6•' 9'-0" 10'_0" 8'-6" 11'6" 166" 18'_0' 19,_6" 110 1'-0" 1'-0" 1'-0" 1'-0" 1•-0" 1'-0" 2'-0" 3'-0" 51-0..177 4'-0" 1'-0" 1'-0" 1'6" 3'-0' T-0" 56" T-6" 10'_0" 1'-0" 210 1'-0" 1'-0" 1'-0" 1'-0.. 1'-0" 1'6" 2'6" 3'-6" 6'-0" T-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'6•' 666" F-0" 11'_0" 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'6" 1'6" 3'-0" 4'-0' T-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'6" 4'-0" T-0" 9'-0" 11'_0" 360 1'-0" 1'-0" 1'-0.. 1'-0" 2'6" 2'6" 4'6" 666" 9'-0" 1'-0" 1'-0" 1'6" 3'-0" 5'-0" 5'6" 9'-0" 10'-0" 116" 560 T_0" 1'-0" 1'-0" 1'-0" 2'6" 3'-0" 5'-0" T6" 10'_0" 1'-0" 2'-0" 3'-0" 4'-6" 6'6" T-0" 10'_0" 11'-0" 12'_0" 4" 6" T' 8" 10" 12•' UY4" 163/" 4" 6" 7•' 8" 10" 12" 14y4" 16K" 18" 360 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'6" 9'6" 1'-0" 3'-0" 4'6" 6'-0" 10'_0" 11'_0' 13'_6" 560 1'-0" 1'-0" 1'-0" 2'-0" 4'6" T-0" 10,6" 2'-0" 5'-0" 6'6" 8'-0" 11'_0" 12'_0" 14'_0•' 20" 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" T-0" 10'-0" 1'-0" 1'6" 3'-0" 4'6" 6'-0" 15'-6" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'7" 4'6" 8'-6" 3'6" 5'-0" T-0" 10'6" 13'_0' 14'6" 15'6" Table B - Intermediate or Cantilever Support Minimum distarlrP frnm Pdnp of hnlP to insula faro of nnarncf informadinta nr ranfilawar cn nnnrf JOIST DEPTH TJI® Depth ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2" 3" 4" 5•' 6X" 7" 8X" 11" 13" 2" 3" 4" 5" 6y2" 7" 8X'• 11" 13" Section 8. Cantilevers 5" to 24" 110 7-0" 2'-6" 3'6" 4'6" 7'6" 16" 1'6" 76" 3'-6" 5'6" 66" 9y„ 210 2'-0" 2'-6" 3'-6" 6-0" 8'-0" -- y- ��-_- _-- 2'-0" S-0" 4'-0" 6'6" T6" ---- - -f I ---'---- f -- -- ---- -E2 -�-E3- _. E2 E2 E3 -�--X- 230 2'6" 3•-0" 4'_0" 56" 8'6" 28' 7-0" 3'-6" 4'6" 66" T6" 210 360 3'-0" 4'-0" 56" 66" 9'-0" E5 E5 - E5 +--ES 3'-0" 4'6" 5'-6" T6" 8'-0" E2 -E2 E2 E3 - - _ E3 I X X X - ---i -- .. X X 560 3'6" 5'-0" 6'-0" T6" 10'-0" 4'-0" 5'-6" 666" 8'-0" 9'-0" E5 E5 t E5 . !_ E5 E5 - X 110 1'-0" V-0" 1'6" " " 4' " " 1' " 1'6" '6" 4' 0" T-0" " '6" 210 1'-0" 1'-0" 2'-0•' T-0" 4'6" 6-0" 9•-0" T-0" 2'-0" 3'-0" 4'6" 8'-0" 8'-0" 10'_0" 1%. 230 1'-0" 7-0" 76" 3'6" 5'-0" 56" 10'-0" V-0" 2'6" 3'6" 5'-0" 8'6" 9'-0" 10.6" 1 - -- -- _ I E5 E5 360 2'-0" 3'-0" 4'-0" 5'6" T-0" T6" 11'-0" 2',0" 3'6" 6-0" 7'-0" 9'6" 9'6" 11'-0" 40' 560 1'6" 3'-0" 4'6" 5'6" 8'-0" 8'6" 12'-0" 3'-0" 4'6" 6'-0" 8'-0" 10'-6" 11'_0' 12'-0" 110 1'-0" V-0" 1'-0" 1'-0" 2'-0" 2'6" 4'6" 8'-6" V-0" V-0" V-0" 2'6" 5'-0" 6'-0" 9'-0" 17.0, 210 T-0" 1'-0" 1'-0" 1'-0" 2'6" 3'-0" 5-6" 9'6" 1'-0" V-0" 2'-0" 3'6" 6'-0" T-0" 10'_0' 13'-0" 14" 230 1'-0" 1'-0" V-0" 2' 0" 3'6" 4'-0" 6'-0" 10'_6" 1'-0" 1'-0" 76" 4'-0" 66" 7'6" 11'-0" 13'6" 360 1'-0" 1'-0" 2'-0" 3'6" 5'6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'6" 9'-0" 10'_0' 17_0' 14'-0" 560 1'-0" 1'-0" 1'6" 3'6" 5'6" 6'-6" 9'6" 13'6" 1'-0" 3'-0" 5'-0" T-0" 10.0' 11'_0' 13'6" 15'-0" 110 11-01, 0' 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 8'6" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 4-6" 8'6" 11'6" 15'_0" 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'6" 6'-0" 10'_0•' 1'-0" 1'-0" 1'-0" 1'6" 4'6" 5'6" 10'-0" 12'6" 16'_0" 16" 230 V-0" 1 -0" 1'-0" 1'-0" 1'6" 2'-0" 4' 0" 6" 11'- 6 0' 1'-0" 1 0" 1'-0" 2'-6" 5'-0" 6'-0" 1 '-6" 1 0 36" 16'6" 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 666" 10'_0., 13'_6" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'6" 3'6" T-0" 11'-0" 15.0, 1'-0" 12 4" 6" T' 8" 10" 12" 14Y," 16y" 4" 6" T' 8" 10" 12" 14%" 163/" 360 1'-0" 1'6" T-0" 6'-0" 9'-0" 14'6" 1'-0" 4'-0" 6'6" 9.0' 146" 16'6" 19'-0" 18" 560 1'-0" 1'-0" 1'-0" 7-0" 6'-0" 10'_0' 156" 1'-0" 6'-0" 8'-6" 11'6" 166" 18'_0' 19,_6" 360 V-0" T-0" 1'-0" 1'-0" 3'-0" 6'-0" 11'_0' 15.0' 1'-0" 1'6•• 4'-0" 7-0" 126" 16'6" 19'_0" 20'6" 20" 560 1'-0" T-0" 1'-0" 1'-0" 1'6" 5.6'• 11,6" 15'6" 1'-0" S-0" 6'-0" 8'-6" 14'-0' 1T6' 19'_0' 206" rrecrangular holes based on measurement of longest side. • Leave Y" of web (minimum) at top and bottom of hole. DO NOT cut joist flanges. • Tables are based on uniform load tables in current design literature. • For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be located at the center of the joist span provided that no other holes occur in the joist. CANTILEVERS Cantilever Reinforcement Depth T11® Roof Truss San P Section A: Cantilevers less than 5" (Brick Ledge) Section 8. Cantilevers 5" to 24" Roof Total Load Roof Total Load 35 PSF 45 PSF 55 PSF 35 PSF 45 PSF 55 P On -Center Joist Spacing- On CenterloistS Spacing B 16" 19.1" 24" 16" 19.2" 24" 16" 19.2 24 16" 19.2" 24" 16" 19.2" 24" 16" 19.2 9'h" l 11/a' 14" 16" 110 20' -- y- ��-_- _-- - - E5 - _E5 I E5 E5 E5 --X - X -X E_5 E5 ----- �i - - - i __ _- - - E5 E5 E5 E5 _ i E5 - - I E5 - E5 E5 X -- - E5 X X --- --- , . E5 E5 - - E5 E5 - - - E5- ! E5- E5 E5 E5 I X E5 - - E5 E5 E5 - - --Es - I X I X ---- - -f I ---'---- f -- -- ---- -E2 -�-E3- _. E2 E2 E3 -�--X- - - E2 - E2 X E2 E3 E2 X -H- - - X -E2-..1- X - X E3 X X X-- - X- -X - i E2 E2 E3 ---- -1--X E3 X ! X _ X X -X I X 2' 24 26' 28' 30' 32' 9 11 /e' 14" 16" 210 20' --...-._ - --{ - -- - - -----j-----I--ES --- - - E5 -- E5 - ._ES-- - E5 ._-. X - - I --- -I - - _I ---, --E5 E5 -- --- E5 E5 -E5 E5- E5 E5 E5 -- X -' E5 Y', - I E5 -. E5 E5 1 --�-- ES _ E5 E5 E5 E5 - E5 +--ES ---- _ - - -- - -- __--------t - .; E2 _ 1- (--E2 -E2 - E3 X - , T E2 ---- �--E3- E2 E3 E3 , X E2 E3 E3 � . X X i X E2 -E2 E2 E3 - - _ E3 I X X X - ---i -- .. X X 22' 24' 26' 28 E5_.. E6 X 30' 32' 9h" 1P/e" 14" 16" 230 24' -- 1 -- -- --- �t_ E5__ E5 E5 E5 t E5 . !_ E5 E5 - X - - ___-__. _. E5-- - - E5 . _ -- - E5 E5 E5 E5 - E5 --ES -E5 E5 X -- -- E5 E5 E5 j E5 L E5 E5 E5 -E5 E5 ... - E5 _i_E6 - - 1 E5 E5 I X - -- -- E2- E2 - E2 E3- E2 X - - --- E2 E2 E3 . _.E2 ,. X _ E3 X E2 -- - E3 j X =-X - _ X _ X E2 - - E2 E3 E2 X E3 X X _. X X X 26' 26 30' 32' 34' 114" 14" 360 28' 30' i --� _ , _ _ _ E5 E5 E5 E5 E5 - E5 E5 E5 E5 - - - ------ E5 - E5 E5 E5-- E5 E5 E5 E5.. -----------,..----- E5 - E5 _ E5 E5 E5 E5 i E5 i E5 ' E5 --E-5 - -- -- - E5 _ --E6 E5 � E5 I E5 E6 - - -E5-1 E5 E6 E5 E5 E6 ----- -- i ---- ------- I � - -----' ----- I -- +_ E2 I - E2 E3 E3 ---- -I-- - _E2 E3 E2 E3 32' 34' 36 38' 40' 111/e" 14" 16"36' 56D 30' I _ -- -- ------t----- _- E5 1 E5 1 - -- -- _ I E5 E5 E5 E5 - -- E5 E5_ E5 E5 -__._. - E5 I E5 E5 -----J-J5- _ E6 _ _ _E5 -- E5 E6 E5 ----l- E6 - - - -- -i I { - r- -- I - .. ----� --- - -I- _---I----- - - - -- - - -'---- 32' 36' 40' WEYERHAEUSER TRUSS - JOISTS FLOOR FRAMING: TJI 560 SERIES JOISTS FLOOR DESIGN LOAD: ( SLEEPING AREAS) LIVE LOAD = 30 PSF DEAD LOAD = 10 PSF AS PER TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE rn 00 Do Z O M co rl- FOLu N 00 M M CO (O 00 Do M co rl- N 00 M M CO (O ti IO Q � O W � = Z } W 0Z _�� H tY W g O _ rnZ wLLJ zCo O 'r' N U) J Z Do O 00 J J W Z n O - p o _ - (D Lu II W 0 d Z 0 Z O W O U �0 O w Z a0 W ~ (� I= t 0 0 W f1. w --1 U 0 W Q F- �I p N 0) DWG NO 12 12 RCCA Manual DJS HVAC Load Calculations for Residence 205 Summit Dr Southold, NY 11971 Prepared By: Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752 631-383-4198 Monday, October 22, 2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Enerqv Ratinq Service ACCA Manual DJS Islip Terrace NY 11752 II Pa e 2 Pro'ect Report General Pro'ect Information Project Title: ACCA Manual DJS Project Date: 10/22/2018 Client Name: Residence Client Address: 205 Summit Dr Client City: Southold, NY 11971 Company Name: Energy Rating Service Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631-383-4198 Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum ReLHdm Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 1,200 CFM Per Square ft.: 0.620 Square ft. of Room Area: 1,937 Square ft. Per Ton: 966 Volume (ft'): 20,493 FB—uildin.q Loads Total Heating Required Including Ventilation Air: 31,146 Btuh 31.146 MBH Total Sensible Gain: 19,871 Btuh 83 % Total Latent Gain: 4,186 Btuh 17 % Total Cooling Required Including Ventilation Air: 24,057 Btuh 2.00 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\205 Summit Dr 10212018.rh9 Monday, October 22, 2018, 3:58 PM F:\ ...\205 Summit Dr 10212018.rh9 Monday, October 22, 2018, 3:58 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Enerqv Rating Service ACCA Manual DJS Islip Terrace NY 11752 Page-3 Miscellaneous Report System 1 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dy Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 1st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Calculate: Yes Runouts Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 In.wg./100 ft. 0.1000 1n.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Infiltration Specified: 0.340 AC/hr Summer 0.180 AC/hr 116 CFM- 61 CFM ------------ Infiltration Actual: 0.341 AC/hr ---- -— ------------------ 0.182 AC/hr Above Grade Volume: X 20 40 Cu.ft. X 20,493 Cu.ft. 6,995 Cu.ft./hr X 0-0167 3,739 Cu.ft./hr X 0.0167 Total Building Infiltration: 117 CFM 62 CFM Total Building Ventilation: 60 CFM 60 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier. 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.340 AC/hr (70 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.180 AC/hr (37 CFM), Construction: Semi-Tight ---System 2--- Infiltration & Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.340 AC/hr (46 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.180 AC/hr (24 CFM), Construction: Semi-Tight F:\ ...\205 Summit Dr 10212018.rh9 Monday, October 22, 2018, 3:58 PM F:\ ...\205 Summit Dr 10212018.rh9 Monday, October 22, 2018, 3:58 PM Rhvac - Residential & Light Commercial HVAC Loads � Elite Software Development, Inc. Enerqv Ratinq Service 7fY f ACCA Manual DJS Islip Terrace NY 11752 Page 4 Load Preview Report Net ft Ser Lai Net Se Ss Ht 9 Sys CI 9 qc Duct Scope To /To Are Gal Gaut' Gain Loss CFM CFM CFM SIz Budding -- - -- ---- - ----- --- ---- - 2 € 200 966f 1,937__ 19,871 , _ 4,186 24,057 31,146 1,206 660 - - 3 1,200 - - ; - -- System 1 ---'----- ---_-- --- -__--- _---_ 0 93 1,117 1,037 -- 9,363 1,781 11,14 15,934 600' 60 600! 9x1 Ventilation 1 , ( 263----614'-----87T 1975, � f HW Piping _ ___ 6666_ 6666 - - - 6666 _ - 1 -1,037 1 9,100 - 1_167 10,267 � 13,687 6001 6601 6001 9x1 -Zone 1 _ - - 1 -Master Bedroom, WIC ----- -t - --- 495, 4,009 --- 694 --- - 4,703 - - 5,951 --- --1 261 26T- 2611 3-- 2 -Master Bath I 109 353, 52� 405 1,036 45; _2 45 1-4 3 -Bedroom Back Right1,993 ---- --- - --1----- 170' - 2,139 118 --+--------1--- 1261 2111 2,267 2,076 2,819 91r 13; , ,----- -r 124!____14i 911 11- -- -1-- 124; 2_ ------ 4-Bedroom Front Right _-_-..66,66--- 2d FlHallwaBath 5 -2nd v, -_ w- 6666__-6666_-6666..- .-6666 ' _-_ j+ 116 L.__-___ 60 _-- _-, 1751 781 8058 1, 79 4 - �1 791 1 -- -- System 2 1 08 836 900 10,507 2,405 12,912 15,212 600, � 6.001 600 9x1 Ventilation -------- -- ------------- ----- ------ HW Pipmq --- ----- J i j-- - I- --- - - - - ! 263 -- 6141 { - + 877 - 1,975 - -- - ---- 272i 272! I { --- I----�--- - - ------ -- 900 10,244- --12,035 1,7911 12,035 - 12,965 6_00; 600' - 6_00; 9x1 Zone 1 Zone 6-Powder Room 6-Powder Room _- - -{- --- -___44f1 j 43 --------- 294 -- ------ 338, 962{{ 45' 17! _ 17� -- 1-- - - ---- -- 7-Lvinq, Dminq, Kitchen 1 8571 9,949 1,747 11,696 12,003 556 _583__ 5831---6--6 F:\ ...\205 Summit Dr 10212018.rh9 Monday, October 22, 2018, 3:58 PM Room or Source I Mirnmu I Maxin Duct Name Velocit Veli System 1 -- 0 011- - - - 442 9 -- - y I 520 4------ -- Zone 1 -3_-E 1- -0 01 -- Bedroom _WIC Built -In 450 4638 — 7081 -_-79 _1-Master _ --1-------- - ! Built -In -Master Bath �^ -- 4501 ------- -- _2 _ _- 0 01— 3 -Bedroom Back Riqht _^ i Built -In 450- _ 4 -Bedroom_ Front_ Right Built -In 4501 0 - _ _j _ 5-2nd Floor Hallway, Bath_ _ Built_ -In - _ 4501 -- Other Ducts in System 1 9x1; —--r---i--------I---- Supply Main Trunk i Built -In — -- - - --------�--- - -� 6501 - ------1 -- -- -- System 2 _Supply Zone 1 - _6 -Powder Room - _ Built -In 1_ _ 4_50_ - 7-Livinq, Dining, Kitchen_ BWIt-In 450 1_97.6____ Other Ducts in-__ 171 1--� Supply Main Trunk 1 Built -In 650, - - 0.11 I 494 7 ----- _ ; 555 __ 583j System 1 Heatinq Flow: 600 _ Cooling Flow: — 60 —~ System 2 Heatinq Flow: 600 Htg I Clg I Act I Duct FA ...\205 Summit Dr 10212018.rh9 Monday, October 22, 2018, 3:58 PM 0 011- - -- - 1 442 9 -- - y I 520 4------ 261 2_6I- � - 2, 26a _1, 451- -3_-E 1- -0 01 0 1i 0.11 _ i 4638 — 7081 -_-79 'Iml 13� j F24I 14 - -91� -124ili - 1--E 2�-� 0.01 _- 0 01— 0 11 4031 4 79i 1-4 0 7385 60 60� 600 9x1; —--r---i--------I---- - 0.1i 1_97.6____ ; 45 17 171 1--� _001 00 --- 1 - - 0.11 I 494 7 ----- _ ; 555 __ 583j 6--E -- 0 003 . 0.1; I 685 7 ! 6001M 600 9x1, FA ...\205 Summit Dr 10212018.rh9 Monday, October 22, 2018, 3:58 PM F:\ ...\205 Summit Dr 10212018.rh9 Monday, October 22, 2018, 3:58 PM Rhvac - Residential & Light Commercial HVAC Loads Enerqv Ratinq Service Elite Software Development, Inc. ACCA Manual DJS Islip Terrace NY 11752 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U:0.32, SHGC:0.29: Glazing-U:0.32, SHGC:0.29, u-value 257.5 4,948 0 5,831 5,831 0.32, SHGC 0.29 U:0.32, SHGC:0.29: Glazing-U:0.32, SHGC:0.29, in 48.8 21 0 21 21 partition wall, u-value 0.32, SHGC 0.29 11 P: Door-Metal - Polyurethane Core 21 6 0 6 6 11 D: Door-Wood - Solid Core 38.5 901 0 286 286 12D-3sw: Wall-Frame, R-15 insulation in 2 x 4 stud 1721.5 7,334 0 1,014 1,014 cavity, R-3 board insulation, siding finish, wood studs 12D-3sw: Part-Frame, R-15 insulation in 2 x 4 stud 118 25 0 25 25 cavity, R-3 board insulation, siding finish, wood studs 12D-Osw: Part-Frame, R-15 insulation in 2 x 4 stud 240.2 42 0 42 42 cavity, no board insulation, siding finish, wood studs 12D-Osw: Wall-Frame, R-15 insulation in 2 x 4 stud 312.5 1,613 0 336 336 cavity, no board insulation, siding finish, wood studs r38: Roof/Ceiling-Roof Joists Between Roof Deck and 1246 2,167 0 361 361 Ceiling or Foam Encapsulated Roof Joists, Custom, R-38 open cell 1/2 Ib. spray foa, 9.5 inches in 2 x 8 joist cavity, 2 inch on joist 20P-30: Floor -Over open crawl space or garage, Passive, 180 378 0 19 19 R-30 blanket insulation, any cover 19A-30p: Floor -Over enclosed crawl space, No insulation 900 1,541 0 206 206 on exposed walls, sealed or vented space, passive, R-30 blanket Subtotals for structure: 18,976 0 8,147 8,147 People: 5 1,000 1,150 2,150 Equipment: 683 8,998 9,681 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 117, Summer CFM: 62 7,676 1,275 547 1,822 Ventilation: Winter CFM: 60, Summer CFM: 60 3,950 1,228 527 1,755 Exhaust: Winter CFM: 70, Summer CFM: 70 Hot Water Piping, 30 ft. Total: 544 0 0 0 AED Excursion: 0 0 502 502 Total Building Load Totals: 31,146 4,186 19,871 24,057 Check Figures Total Building Supply CFM: 1,200 CFM Per Square ft.: 0.620 Square ft. of Room Area: 1,937 Square ft. Per Ton: 966 Volume (ft'): 20,493 Buildinq Loads Total Heating Required Including Ventilation Air: 31,146 Btuh 31.146 MBH Total Sensible Gain: 19,871 Btuh 83 % Total Latent Gain: 4,186 Btuh 17 % Total Cooling Required Including Ventilation Air: 24,057 Btuh 2.00 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\205 Summit Dr 10212018.rh9 Monday, October 22, 2018, 3:58 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Enerqv Ratmq Service ACCA Manual DJS Islip Terrace, NY 11752 Page 7 E ui ment Data - System 9 - 2nd Floor Cooling System Type: Outdoor Model: Indoor Model: Outdoor Manufacturer: Indoor Manufacturer: Nominal Capacity: Adjusted Capacity: Adjusted Sensible Capacity: Adjusted Latent Capacity: Efficiency: Heating System Type: Model: Tradename: Manufacturer: Comment: Capacity: Efficiency: Standard Air Conditioner RA1318AJ1 RH1T2417STAN RHEEM RHEEM 18000 18000 13500 4500 14 SEER Fuel Oil Boiler WV -DV -03-075 PEERLESS PEERLESS Hot Water Coil in Air Handler 92000 86.7 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 9,363 Btuh, Lat. gain: 1,781 Btuh, Sen. loss: 15,934 Btuh, Entering clg. coil DB: 75.6F, Entering clg. coil WB: 63.2F, Entering htg. coil DB: 67F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow 415 CFM, Req. htg. airflow: 182 CFM F:\ ...\205 Summit Dr 10212018.rh9 Monday, October 22, 2018, 3:58 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Enerqv Rating Service ACCA Manual DJS Islip Terrace. NY 11752�1� Page 8 =Lluipment Data - System 2 - 1st Floor Cooling System Type: Outdoor Model: Indoor Model: Outdoor Manufacturer: Indoor Manufacturer: Nominal Capacity: Adjusted Capacity: Adjusted Sensible Capacity: Adjusted Latent Capacity: Efficiency: Heating System Type: Model: Tradename: Manufacturer: Comment: Capacity: Efficiency: Standard Air Conditioner RA1318AJ1 RH1T2417STAN RHEEM RHEEM 18000 18000 13500 4500 14 SEER Fuel Oil Boiler WV -DV -03-075 PEERLESS PEERLESS Hot Water Coil in Air Handler 92000 86.7 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 10,507 Btuh, Lat. gain: 2,405 Btuh, Sen. loss: 15,212 Btuh, Entering clg. coil DB: 75.5F, Entering clg. coil WB: 63.1 F, Entering htg. coil DB: 67F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 467 CFM, Req. htg. airflow: 172 CFM F:\ ...\205 Summit Dr_10212018.rh9 Monday, October 22, 2018, 3:58 PM F:\ ...\205 Summit Dr_10212018.rh9 Monday, October 22, 2018, 3:58 PM Rhvac - Residential & Light Commercial HVAC Loads Enerqv Ratinq Service Elite Software Development, Inc. ACCA Manual DJS Islip Terrace NY 11752 .L'� Page 9 Manual S Performance Data - System 1 - 2nd Floor Coolinci Loads and Design Conditions Outdoor Dry Bulb: 83 Sensible Gain: 9,363 Outdoor Wet Bulb: 71 Latent Gain: 1,781 Indoor Dry Bulb: 75 Total Gain: 11,144 Indoor RH: 50 Load SHR: 0.84 Elevation: 67 Supply Airflow: 600 Latitude: 40 Entering Dry Bulb: 75.6 Altitude Factor: 1 Entering Wet Bulb: 63.2 Equipment Performance Data at System Design Conditions Standard Air Conditioner Model: , Nominal Capacity: 18,000 Interpolation Results: Percent Load of Load Sensible Capacity: 13,500 9,363 144% Latent Capacity: 4,500 1,781 253% Total Capacity: 18,000 11,144 162% Power Input: 1.37 This system's equipment was selected in accordance with ACCA Manual S. F:\ ...\205 Summit Dr_10212018.rh9 Monday, October 22, 2018, 3:58 PM FA ...\205 Summit Dr 10212018.rh9 Monday, October 22, 2018, 3:58 PM Home Energy Rating Certificate Rating Date: 2018-10-22 Projected Report Registry ID: Unregistered Ekotrope ID: bL7G3RjL Your Home's Estimated Energy Use: Heating Cooling Hot Water Lights/Appliances Service Charges Generation (e.g. Solar) Total: HERS* Index More Energy 350 Existing Ica Homes 1� I " in I zm Reference 1 100 Home 90 go 70 60 so 1 ao This Home 20 10 Zero Energy Home 0 DTofl R[SUT � �� Use [Ml3tul Annual Cost 53.5 $1,010 1.5 $93 11.3 $207 18.7 $1,056 Air Conditioner • Electric • 14 SEER $65 0.0 -$0 85.0 $2,431 Home Feature Summary: Home Type: Single family detached Conditioned Floor Area: 2,075 sq. ft. Number of Bedrooms: 3 Primary Heating System: Boiler • Oil • 87 AFUE Primary Cooling System: Air Conditioner • Electric • 14 SEER Primary Water Heating: Water Heater • Oil • 0.79 Energy Factor House Tightness 3ACH50 Ventilation: 80.0 CFM . 36.0 Watts Dud Leakage to Outside: 20 CFM25 Above Grade Walls: R-18 Ceiling: Vaulted Roof, R-38 Window Type: U -Value: 0.32,SHGC:0.29 Foundation Walls N/A This home meets or exceeds the criteria of the following: 2015 International Energy Conservation Code 2009 International Energy Conservation Code 2006 International Energy Conservation Code Bating Completed by: Energy Rater.Matt Wahl RESNETID:2572845 Rating Company. -Energy Rating Service Inc 3S Tellar Dr, Islip Terrace, NY 11752 631-383-4198 �1M10*?4py. L Rating Provider.Energy Vanguard s4� 533 W Howard, Suite E, Decatur, GA 30030 678-662-4332 *� a Matt Wahl, CertifiedEnergy Rater Date: 10/22/18 at 4:48 PM New York ECCC 2016 Performance Compliance Property Organization 205 Summit Dr Energy Rating Service Inc Southold, NY 11971 631.383.4198 Inspection Status Matt Wahl Results are projected 205 Summit Dr, Southold R743-1-205SUMMIT-MJW Builder Sligo Construction Corp Annual Energy Cost Design Heating Cooling Water Heating SubTotal -Used to determine compliance Lights & Appliances Onsite generation Total New York ECCC 2016 As Designed Performance $1,415 $1,410 $109 $94 $357 $357 $1,881 $1,862 $948 $969, $0 $0, $2,829-__ - $2,830 405.3 402.4.1.2 402.5 Performance-based compliance Air Leakage Testing Area -weighted average fenestration passes by 10% ® ® SHGC 402.5 404 Mandatory Checklist Area -weighted average fenestration Lighting Equipment Efficiency U -Factor Design exceeds requirements for New York ECCC 2016 Performance compliance by 1%. As a 3rd party extension of the code jurisdiction utilizing these reports, I certify that this energy code compliance document has been created In accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 4. If rating Is Projected, I certify that the building design described herein Is consistent with the budding plans, specifications, and other calculations submitted with the permit application. If rating Is Confirmed, I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been Installed to meet or exceed the intent of the IECC or will be verified as such by another party Name: Organization: Matt Wahl Energy Rating Service Inc Signature: Date: 10/22/18 at 4:48 PM Ekotrope RATER - Version 2.2.5.2030 New York ECCC 2016 Performance compliance results calculated using Ekotrope's energy algorithm, which Is a RESNET Accredited HERS Rating Tool 205 Summit Dr Southold, NY 71977 Ceiling Vaulted Roof, R-38 Above Grade Walls R-18 Foundation Walls N/A i Framed Floor R-30 ( Slab N/A 3 Infiltration 3 ACH50 t Window U -Value: 0.32, SHGC: 029 Building Features Duct Supply R-4.0, Return R-4.0 Duct Leakage to Outside 20.0 CFM @ 25 Pa Total Duct Leakage 20.0 CFM @ 25 Pa Heating Boiler - Oil • 87 AFUE Cooling Air Conditioner e Electric • 14 SEER Water Heating Water Heater • Oil • 0.79 Energy Factor As a 3rd party extension of the code jurisdiction utilizing these reports, I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 4_ If rating is Projected. I certify that the budding design described herein is consistent Tenth the building plans, specifications, and other calculations submitted with the permit application_ 61 rating is Confirmed, t certify that the address referenced above has been inspectedltested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Date: 0 22/18 at 4:48 PM Ekotrope RATER - Version 2.2.5.2030 This sofhvare has been accredited by RESNET to demonstrate International Energy Conservation Code (IECC) Performance Path Compliance. It has not been reviewed or approved by the state of New York, the International Code Council or their affiliates Building Summary Property Organization 205 Summit Dr Energy Rating Service Inc Southold, NY 11971 631 383 4198 Matt Wahl Inspection Status 205 Summit Dr, Southold Results are projected R743-1-205SUMMIT-MJW Builder Sligo Construction Corp General Building Information 1 Number Of Bedrooms _ _ _ 3 Number Of Floors 2 -Conditioned'Flo6r Area [sq_ft.] �, _ —2,075 __ _ Unconditioned, attached garage?_ Yes Conditioned Volume [cu,,•ft.] _ 20,493 Total Units in Building 1 y Residence Type - _ Sfigie family detached ? Model - Custom Home Commurnty - - — -i Climate Zone 4A -Basement Wall `Basement Wall Library List None tSia61ibrarv.List i None Present 'Framed Floor R Floor Grade Surface Area Location basement Celling,- R30,FG2,10-16 eko 1. Above Grade, 900.0 sq, tt Insulated Unconditioned Basement garage Ceiling R30,FG2,10-16 eko 1: Above,Grade, 180.0 sq, R Unconditioned, attached garage 1 Building Summary Property 205 Summit Dr Southold, NY 11971 205 Summit Dr, Southold R743-1-205 S U M M IT -MJ W Organization Energy Rating Service Inc 631 383.4198 Matt Wahl Builder Sligo Construc0on Corp Framed Floor Library List Name R -value R30,FG2,10-16 eko 25729 . i Inspection Status Results are projected 1 -Rim! Joist - amb; R 15.0 +31 105.0 sq it ` Exposed Exterior 1 -gar; R 15.0 33.0 sq ft ; -Unconditioned, attached garage I,,Rim Joist Library List R 15.0; 15.00 R 15.0 +3 18,00; Area Location 2x4 Exterior Walls- R15,FG2,4-16'+3 ekd Medium; 1,993.0 sq. 0.+ • Exposed Exterior Garage Common Walls! R15,FG2,4-16 eko' Medium; 297-0 sq 111, Unconditioned, attached garage stairwell R15,FG2,4-16 eko Medium, i, 297.0 sq ft.r i Insulated Unconditioned Basement Wall Library List R15,FG2,4-16 +3 eko 16.269; R15,FG2,4-16 eko' 12.668' z Building Summary Property 205 Summit Or Southold, NY 11971 205 Summit Or, Southold R743-1-205 S U M M I T -M J W Glazing Organization Energy Rating Service Inc 631 383.4198 Matt Wahl Builder Sligo Construction Corp Assignment Unnamed Glazing, I U.0 32, 20 Exterior Wails SHGC:O 29 Inspection Status Results are projected Top 0 South 28.5 sq. ft. Unnamed Glazing, U:0.32,; 21(4 Exterior Walls 0, 0, 0 East 42 8 sq ft. SHGC:O 29 Unnamed Glazing U:0.32„ 2x4 Exterior Walls _ 1, 0.5 3.5 West 9 0 sq. ft. SHGC:0 29, Unnamed Glazing, U.0 32, 20 Exterior Walls! 1 0.5' 525 West 14 3 sq ft. SHGC.0 29 Unnamed Glazing U.0 32,' 2x4 EMenor Walls, 1 i 0.5` 5.25 East 14.3 sq. ft. SHGC.O 29, Unnamed Glazing U-0 32„ 2x4 Exterior Walls O1 -0, 0 North 14.3 sq, ft. ` SHGC.O 29' Unnamed Glazing; U.0 32„ 2x4 Exterior Walls, 1 0.5' 3.5 West 6.0 sq. ft { SHGC:O 29 Unnamed Glazing U.0.32, 20 Exterior Walls! 0 0: 0 West 6.0 sq. ft. SHGC:0.29, Unnamed Glazing U 0.32„ 2x4 Exterior Walls; 0f 0 5.8 South 57.0 sq. ft. SHGC:0 29, ; Unnamed Glazing; U.0 32; 20 Exterior Walls` ' 8 s J; 5.75 East 42.8 sq. ft. SHGC:O 29 Unnamed Glazing' U,O 32, 2x4 Exterior Walls'' 8 1 8 East 7.0 sq. ft. SHGC:O 29, Unnamed Glazing; U*0.32,' 2x4 Exterior Walls, 0, 0' 0 West 9.0 sq, ft. SHGC.0 2% Unnamed Glazing; U:O 32,' 2x4 Exterior Walls 1 SHGC:O 29 Glazing Library List Name U:0.32, SHGC:0.29 0.29, 0 320 ' I Skylight Skylight Library List 58 West 42.0 sq. ft. Building Summary Property 205 Summit Dr Southold, NY 11971 205 Summit Dr, Southold R743-1-205SUMMIT-MJW Organization Energy Rating Semoe Inc 631 383.4198 Matt Wahl Builder Sligo Construction Corp Inspection Status Results are protected I Opaque Door Name Library,7ype Wail Assignment Basement Wall Fmittance Solar Surface Color Surface Area Location Assignment Absorptance front 2-114 Wd solid 2x4 Exterior Wails' 0.9; 0 75' Medium 210 sq ft. Exposed Exterior core stairwell 2-114 Wd solid stairwell 0.9. 0.75 Medium 17 5 sq. ft. Exposed Exterior core to garage, R5 steel Insul Garage Common 0.9j -0.75 Medium 210 sq. ft. Exposed Exterior Walls Opaque Door Library List s j 1.11 -factor 2-1/4 Wd solid core, 0357, R5 steel Insul 0.200: Roof insulation Unnamed Roof R38,LDF1,8-16s eko Roof -Deck Area [sq. fL] Clay or Concrete 1,251 No Ro`of1nsulation Library List Name Has Radiant Barrier R -value R38,LDF1,8-16s eko; No; 35 054 -Whole House Infiltration Class 3 ACH at 50 Pa' Blower -door tested 3 Mediumi 1,251.0 sq ft.' Vaulted Roof F11 u Building Summary Property 205 Summit Dr Southold, NY 11971 205 Summit Dr, Southold R743-1-205SUMMIT-MJW Organization Energy Rating Service Inc 631383.4198 Matt Wahl Builder Sligo Construction Corp Inspection Status Results are projected Mechanical Ventilation Ventilation Type Ventilation Rate [Cubic Feet Operational hours per day Fan Watts Runs once every three Energy Recovery Percent /Minute] hours Exhaust Only' 80 24 36' Yes' 77 Lighting %Interior Fluorescent Interior LED Lighting % Exterior Fluorescent Lighting Lighting 01 ' 100 01 Ing % Garage Fluorescent % Garage LED Lighting Lighting 50 0j 50 1 Onsite Generation . - I ' Onsite Generation Library List None Present Solar Generation Solar Generation Library List 5 Building Summary Property Organization 205 Summit Dr Energy Rating Sennce Inc Southold, NY 11971 631-383.4198 MattWahl Inspection Status 205 Summit Dr, Southold Results are projected R743-1-205SUMMrr-MJW Builder Sligo Construction Corp Conditioning Equipment Name Library Type Heating Percent Load Cooling Percent toad Not Water Percent Load 1stFloor ACC,'18K, 14 SEER 50%� 0% 1st Floor, Oil Hyd-air,36k, 87% 50%, 0%, 0% 2nd Floor _ 87 AFUE_ Heating Capacity [kBtu)h] ACC, 18K, 14 SEER M 50% 0% 2nd Floor. Oil Hyd-air,36K 87% 50%' 0% 0% Water Heating Oil,IT,50gal,866°% 0%i 0%' 100% Equipment Type: ACC, 18K, 14 SEER Distribution Tune _ motor I ype . - --- -. , - - - _ _ _ _ _ _ _ _ Single 5peea �r5�) _.._ _ _ __ _ _ i Cooling Efficiency 14 SEER Cooling Capacity-[kl3tum] ._ _- 18 Equipment Type: Oil Hyd-air,36k, 87% Distribution Type Radiant _ 87 AFUE_ Heating Capacity [kBtu)h] 36 Usedefault NE _'_'_ _. _ NO 7, V609 EAE [kWh] Equipment Type: 011,IT,50ga1,8613% Fuel Type - _ _ ... _ _ _. Oil __ _ _ _ _ ._ - Distribution Type_ _ Hydronic Delivery Hot. Water Efficiency- 0.79 EnergyFactor Tank Capacity (gal.) 50 _ xFlol Water^Capacity [k13tWh] _ ` __�� == Recovery Efficiency 0.86 L.1 Building Summary Property Organization 205 Summit Dr Energy Rating Service Inc Southold, NY 11971 631 383.4198 Matt Wahl Inspection Status 205 Summit Dr, Southold Results are projected R743-1-205SUMMIT-MJW Builder Reum Grilles- _ Sligo Construction Corp Distribution System -- §-_-btType _ Heating Equipment 2nd Floor .--,2nd Floor ` Sq. Ft aet Served 1037 Reum Grilles- _ _ Supply Duct R Value 4 Supply Duct Area [sq. ft 1279.99 Return DtictArea [s4, ft,]-_ .__.. Duct Leakage to Outdoors (CFM25) 20 Total Leakage jCjffq sp-,-& p;25_Fej". 20 � �y_ �� _ _� Total Leakage Duct Test Conditions Post -Construction _ Duct Location r ��' _ _ ~ Conditioned Space _ _J Percent Supply Area 100 Percent Return .. _ Dud 2 _ _ µConditioned. Percent Supply Area 0 _,Percerit_RettimArea�• •__._..µ _; Dud 3 _ -Duct Loc_ -Y' ation m � _ { � _Conditioned Space _ Y _ , _ Percent Supply Area , ___ n . _ __,• _�~ _-. _0 Duct 4 _Duct Location _ Percent Supply Area 0 Duct 5 _Duct Location` _ . _ �. _'-,^_}_= _ _Conditioned Space Percent Supply Area0 P6r_coritRet6M_r66___' Dud 6 DucfLocation - ry._ Conditioned Space _ Supply Area 0 _Percent _ ___—_ Portent Return Area - _ _ — ---- 0 � _ _, Building Summary Property Organization 205 Summit Dr Energy Rating Service Inc Southold, NY 11971 631 383.4198 Coolmg,Egtiipmenl:_ _ _' ' --_ - Matt Wahl Inspection Status 205 Summit Dr, Southold Results are projected R743-1-205SUMMIT-MJW Builder Duct 5 Sligo Construction Corp Distribution System I ___Forced Air ,` - --------- --- S Heating Equipment_ 1st Floor - - - - - -- Coolmg,Egtiipmenl:_ _ _' ' --_ - 1st-Flor�- _ _ - I Sq. Feet Served 900 —77 Duct 5 No - Supply Duct R Value 8 0 - Retum Duct RMill ^_ Duct 6 Supply Duct Area [sq. fl J - 243 _ �~0 Duct�Area_ [sg'ft-1"__._.._._.,.. _ _ PercentRetumArea----,__ _Return Duct Leakage to Outdoors (CFM25J 37 Total Leakage 1CFN18s6sp;@8ntisp; 7'_�� Total Leakage Dud Test Conditions Post -Construction _ - Use Default Flow Rate Duct 1 - _ -W&1[:6cation -- ~-,_ CY T- _ - _w Baseme_n_t (insulated basem_ ant cellirig)„ � } Percent Suppl�i Area 100 ConditionedSpace__M - J -- .-0 Percent Supply Area ✓PeicnntRetumArea __ ..,; `---_~_�. _0 _-��-_-`•`-'-_".°..___._�_`_b.J..�_-.._ Dud 3 Percent Supply Area 0 _ _ Duct 4 - -- - - - - - -- -Dect Location Yes Percent Supply Area0 vNov_ Recirculation System Pipe Loop Length [ft] —77 Duct 5 No - Percent Supply -Area 0 - _--- --_•_ _ - Duct 6 _ �Dtid Location � v - _ �~0 Percent Supply Area PercentRetumArea----,__ _, 0 Ceiling Fan Cfm Per 1 Water Distribution I )Nater_Fix1 e -Type -Y�-w� ,_- Standard Use Default Hot Water Pipe Length No Hot Water Pipe LOng! 6 - - - - - -- At Least R3 Pipe Insulation? Yes _ Hot Water Recirctilatitin System? - 4 _ _ vNov_ Recirculation System Pipe Loop Length [ft] 20 Drain Water Heat Recoye No - a Building Summary Property Organization 205 Summit Dr Energy Rating Service Inc Southold, NY 11971 631.383-4198 Annual Matt Wahl Inspection Status 205 Summit Dr, Southold Results are projected R743-1-205SUMMIT-MJW Builder Imef Sligo Construction Corp Clothes" Dryer o Cef 2 617 _Field Uhlizalion _ `� Moisture I kwh/Year' 11/kWh _ FO-0-7 22/Therm 5474 Kitchen Appliances Dishwasher Efficiency , 0.66 EF _ Range/©ven Fuel _ _4 Convection Oven? Yes Induction Range? No Refrigerator Consumption 578 kWh[Year MJW 10/22/2018 205 SUMMIT DR HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -HERS INDEX PER CODE -7:12 PITCH -3 BEDROOMS -2 STORY -FRONT FACES EAST -ATTACHED GARAGE -OIL -MECH ROOM HOUSES HOT WATER STORAGE,1 AIR HANDLER, 1 AC COILS,1 BOILER -ATTIC HOUSES 1 AIR HANDLER, 1 AC, COIL -RETURN GRILLS 2 -INDOOR AIR QUALITY: BATH FAN 80CFM X 24HRS 0 Label Enelgy Rating._,_„tea Electric Rate $( Annual Gas Rate $' Imef 2. I kwh/Year' 11/kWh _ FO-0-7 22/Therm 5474 Kitchen Appliances Dishwasher Efficiency , 0.66 EF _ Range/©ven Fuel _ _4 Convection Oven? Yes Induction Range? No Refrigerator Consumption 578 kWh[Year MJW 10/22/2018 205 SUMMIT DR HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -HERS INDEX PER CODE -7:12 PITCH -3 BEDROOMS -2 STORY -FRONT FACES EAST -ATTACHED GARAGE -OIL -MECH ROOM HOUSES HOT WATER STORAGE,1 AIR HANDLER, 1 AC COILS,1 BOILER -ATTIC HOUSES 1 AIR HANDLER, 1 AC, COIL -RETURN GRILLS 2 -INDOOR AIR QUALITY: BATH FAN 80CFM X 24HRS 0