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gu�Fn�� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y.• SOUTHOLD, NY � �O_ 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#: 43185 ;Date: 10/31/2018 . Permission is hereby granted to: Levine, Noah 133 W 22nd St Apt 8G New York, NY 10011 t To: demolish existing cottage and construct a single-family dwelling as applied for per DEC Non-Jurisdiction letter, SCHD & Trustees approval. At premises located at: bib Nor & 4790 Blue Horizon Bluffs, Peconic SCTM # 473889 Sec/Block/Lot# 74.-1-35.56 Pursuant to application dated 10/1/2018 and approved by the Building Inspector. To expire on 5/1/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,629.60 CO -NEW DWELLING $50.00 Total: $2,679.60 w Spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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. 1c) ➢- I New Construction: Old or Pre-existing Building: (check one) Location of Property: 4-71C) j�U2 C�t'►7,[x������ ?91_Ccn t c: House No. Street Hamlet Owner or Owners of Property: n� A,J�o�1�, Suffolk County Tax Map No 1000, Section —]-! Block Lot t5• •b Subdivision ,n? 6-f I e G12S Filed Map. `7q 1 >A Lot: 6 Permit No. lo Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: t/ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ '50 Applicant Signature y { y iH t ' iL' -�T ,i, Yom• : Y � N Y - S F[ y e y .. Or �} 7 �' t��rr.", • �,.f" as - A��`'# r w +� �.t� �� -�; � "� - Ff�•.,YYr�'.,�4 �;y,;�4 + .i it .�. s r r 9 „ t 9 C r- Ir 1 � 1 t jA** E Jim fir v r t y l t t i I FIELD INSPECTION REPORT DATE COMMENTS r 7; FOUNDATION (1ST) y ------------------------------------ 'FOUNDATION (2ND) z O ROUGH FRAMING& PLUMBING ' U 'i _ Y INSULATION PER N.Y-. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 0 thz- Lyn t�� m c� m ' o z c '� y � 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey. Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Q Flood Permit Examined 20 fJ Single&Separate Truss Identification Form Storm Water Assessment Form //�� Contact: Approved D 20� Mail to: Disapproved a/c Phone: Expiration 20 w Buildmg ector PLICATION FOR BUILDING PERMIT VS OCT ® 1 2018 Date 10 j- I SS 1120 INSTRUCTIONS W rT'lii�-'af�licatibtlT 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 in C (Signature of applicant or name,if a corporation) (Mailing address of applicant) 9 IW8 State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises�33t � no-n��.;hocr fyC �� I.ayi na (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.�SC 5-17 50 -H Plumbers License No. 5-7 213 rn 9 Electricians License No. 11-V 16-1 AA L- Other Trade's License No. 1. Location of land on which proposed work will be done: ?ec� L17aD 1ue n��zcr� �Lu��S kC House Number Street Hamlet County Tax Map No. 1000 Section Block 01 Lot6���-� 7 Subdivision r�� t��� cfizcr'�S Filed Map No. 7 0-7�/ Lot f, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 41 P, Sion,la 7 b. Intended use and occupancy Syar'[,:e 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition ?/ Other Work (Description) 4. Estimated Cost 60/J qq� Fee T— (To be paid on filing this app ication) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of a 'sting structures, if any: Front Rear �W- Depth AIN- Height Number of Stories Dimensions of same structure with alterationppr additions: Front - Rear Depth s Height ., Number of Stories r� 8. Dimensions of entire new construction: Front) 1 i► Rear 5a< Ll Depth fol Height 36- Number of Stories 9. Size of lot: Front RearCJS- Depth b $$ 1- 10. Date of Purchase l A-7 h, Name of Former Owner R x v 1�A.Sejn n en A T r uA Im eur''c` ko 11. Zone or use district in which premises are situated V�+sAr tcck C 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO is 13.Will lot be re-graded?YES V NO - Will excess fill be removed from premises?YES NO ria a r\ -eb,0) 360 Cen-' ra 1 �aruucw�sr 14.Names of Owner of premises "aec,,n 1.-e-y,n-c _ Ad essALRA,u`/m"tel f ocaffyone NoA 171926' 6517 q �a6 i!/irnv mn /zP vn Name of Architect --A� )acrn�osL� ►� ci � i eSS ,Cau . i of one No(6 R1)��3 06LI Name of Contractorli wap soy XA ss �rf3 Address E'"�i j,,,vy Phone No. (6 of� 3Z'-I - 6 y c S� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 4- **'NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O&� UL) -3e),nu i ��U`s being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, � (S)He is the )q0e'4—' e'4—' (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 day of 0G)ccb pr 20 ° t ub�vS ate of SIA W 1 V0636654 Notary Public Qualified in Suffolk county, Signature of Applicant Commission Expires 10/30/20 L Scott A. Russell ,�a°s" '� ST01kMWA\T]E]k SUPERVISOR 2 MA\1NNA\GIEM]Elv'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWINcr Yes No (CHECK ALL THAT APPLY) ®❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ©❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ®❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Numberl 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 wit iI your Building Permit Application* S.C.T.M. 1000 Date APPLICA to n�, p fessional,Agent,Contractor,Other) District NAM • f l� 74 1 35.56 09/20/2018 Section Block Lot y.•� C? `t ��� Vit, FOR BUILDING DEPARTMENT USE ONLY Cont 1 fb tw�` a o 8 v,� t� Reviewed By. �?GrFLIP SSIQ!C , _ _ _ _ _ _ _ _ Date_ Property A ' afion of Construction Work: 4790 Blue Horizon Bluffs Approved for processing Building ermtt. ❑ Sto water Management Control Plan Not Required. PeConic, NY 11958 Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 (APp►.► pF N r ty! C-tuct�Other) www. M 1°moo osu��. CHAPTER 236 CDQ 74 1 35.56 ° Stormwater Management Control Plan CHECK LIST &IE. P E Section Block Lot S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. i E y 1— Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 3 z _ 09/20/2018 at all Information that has been Required by the following Checklists 1.Rolle "I,- to ftak o - i' Not Less that 60'to the inch MUST NO NA If You answered No or NA to any Item, Please Provide Justification Here! s406w items YE� If you need additional room for explanations,Please Provide additional Paper. a. L tion of Property Boundaries b. Total Site Acreage. X c. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d. Test Hole Data indicating Soil Charactenstics&Depth to Ground Water. X e. Limits of Clearing&Area of Proposed Land Disturbance. f. Existing&Proposed Contours of the Site`(Minimum z Intervals) g. Location of all existing& proposed structures, roads, A Well mainitalned CianstruCtlon Entrance, -driveways,sidewalks,drainage improvements&utilities. X ire EW e Silt-Fe ncing,stabilizaticnKLDING DEPT. h. Spot Grades&Finish Floor Elevations for all existing& X Seeding of exposed and/or inactlWWW OF SOUTHOLD proposed structures. I. Location of proposed Swimming Pool and discharge ring. X I. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). —Note 3 — conc!, washout is not pprmit-t-ed on site. 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(7)inch IDPAINAGLe jjV5pEC710 rainfall/storm event. Engine ering at 3. Details&Sectional Drawings for stormwater practices are required for approval. , OR Provide - afore Items requiring details shall include but not be limited to a the drain e i ication a. Erosion&Sediment Controls. Installed to C ode 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 ENGINEE G EP NT USE ONLY**** Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. Approved Br. — — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. [Late: �/ �$ ! SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 ce, 0y) � S11ffait%,!i BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold,,.New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richert@town.southold.n.y APPLICATION FOR ELECTRICAL INSPECTION rQUESTED BY: )� �� 615 Date: a a f mpany Name: - ' C� �l I C It) me: �- License No.: email %1�shve(Q M , Address: Y _ _IM60 Phone No.' JOB SITE INFORMATION: (All Information Required) Name: /U00 Address: O ('LUE, hy Cross Street: Phone No.: - 2�- `� email: Bldg.Permit#: 610 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) ����'-`�""�'�tAU Circle All That Apply: � I'0� 56W C C Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YESJ/ NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: _ ©a .'k #Meters Old Meter# ew Service- Fire Reconnect- Flood Reconnect-Service Reconnected Undergroun Overhead #:Underground Laterals 1 2 H Frame Pole Work done on Service?, Y N_ _ Additional Information: ,PAYMENT DUE WITH APPLICATION. 82-Request for Inspecdon Form As Town Hall Annex ��� �' , Telephone(631)765-1802 54375 Main Road 4; P.O. Box 1179 Fax(631)765-9502 C Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: L Location of Property: WN0 hlu a Lr 61r'n Please take notice that the (check applicable line): New commercial o �tructure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) ✓ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): 1/ Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form):7nc hv,' a_ aur A,"_�CZs,.�P,red tp d, Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 so Town Hall AnnexMichael J.Domino,President John M.Bredemeyer III,Vice-President `` 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold New York 11971 A.Nicholas Kru ski P� Telephone(631)765-1892 Greg Williams �`°!� � 3 1'j, Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9291A Date of Receipt of Application: July 9, 2018 Applicant: Jonathan Rebell & Noah Levine SCTM#: 1000-74-1-35.56 Project Location: 4790 Blue Horizon Bluffs, Peconic Date of Resolution/issuance: July 18, 2018 Date of Expiration: July 18, 2020 Reviewed by: Board of Trustees Project Description: Remove existing one-story frame cottage (670sq.ft.) and abandon i existing water supply and existing sanitary system; to conduct construction activity within 1 00'from the landward edge of wetlands for the construction of a new 1,779sq.ft. two- story dwelling with a 265sq.ft. screen room, a 435sq.ft. deck with trellis and 50sq.ft. stairs to ground, a 120sq.ft. side porch with 30sq.ft. stairs to ground, a 152sgf.t rear porch with 97sq.ft. stairs to ground; a 576sq.ft. garage; a 232sq.ft. pool house with outdoor shower and 205sq.ft. trellis area; an 800sq.ft. swimming pool; install new water supply well and new sanitary system landward of dwelling; and install gutter to leaders to drywells to contain roof runoff, and in accordance with Chapter 236 of the Town Code— i Stormwater Management, j Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Young & Young Surveyors, dated July 9, 2018, and stamped approved on August 15, ` 2018. 3; Special Conditions: (Building envelope falls within 20 feet of Trustee jurisdiction.) Inspections: Final Inspection. N If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. 4: Michael J. Domino, President i. Board of Trustees t New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 AmSUNY @Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 taboo Phone: (631)444-0365 -Fax: (631)444-0360 _ Website:www__ dec.nv.gov. LETTER OF NO JURISDICTION TIDAL WETLANDS ACT July 19, 2018 Jonathan Rebell Noah Levine 360 Central Park West Apt 12E New York, NY 10025 Re: NYSDEC ID#1-4738-04611/00001 Rebell Property - -4790-Blue-Horizon-Bluffs - Peconic, NY 11958 - Dear Mr. Rebell: Based on the information you submitted, the Department of Environmental Conservation has determined that the portion of the above referenced property shown landward of the'Crest of Bluff as evidenced on the survey prepared by Howard W.Young, last revised July 09, 2018 is beyond Tidal Wetlands Act(Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661)no permit is required for project activity proposed landward of the`Crest of Bluff'. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward* of the tidal wetlands jurisdictional boundary,as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15'wide construction area)or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve yo of the res isibility of obta' ing any necessary permits or approvals from other agencies or local m icipalitie . Jcerel _and ministrator cc: Thomas Wolpert NYSDEC-TW File ELIZABETH A.NEVILLE ti`tOGy Town Hall, 53095 Main Road TOWN CLERK o P.O. Box 1179 CO2 = Southold, New,York 11971 REGISTRAR OF VITAL STATISTICS Fax(631)'766-6145 MARRIAGE OFFICER �- � ��� _Telephone(631) 766-1800 RECORDS MANAGEMENT OFFICER ?J� a FREEDOM OF INFORMATION OFFICER '� southoldtown.northfork.net OFFICE OF THE-TOWN CLERK RECEIVED TOWN OF SOUTHOLD I G 0 SOUTHOLD WASTEWATER DISTRICT OCT 1 201 APPLICATION Southold Town Clerk CONSTRUCTION or ALTERATION PERMIT _CESSPOOL or SEPTIC TANK. W (.1(,?O Residential @$10 l--' or Non-Residential @$25 Application No. Permit No. ApplicantLA- Applicant Mailing Address 5_C?6 , bLOMIQTO.0 nfo� -�Ni r� �DUTN{} /yi'Y)0=41 y IRIS Septic Tank t-1 or Cesspool Brief Description of Proposed Construction'or AlterationA Location of Proposed Construction/Alteration: Owner of Property: �n�,Y'n A;�r tL I �aAf� uw ti b-,: Owner Mailing Address: , 6� G Cqopt /Zl� ;r zu �Ie,�, AN 1X2,5-- Owner Property Address: (�'7C16 (21- /,- LICO, - � - Name and phone number of contact person�tti�i Tax Map No A906 Section T-1 Block 0i______ Lot sem_ Cross Street nuv ��I[11�L� t�ORO NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL Signature of Applicant Date Received by: (fold#2) - NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION = DIVISION OF ENVIRONMENTAL PERMITS NYSDEC Region 1 Headquarters SUNY Q Stony BrookJ50 Circle Rd Stony Brook NY 11790 JONATHAN REBELL 360 CENTRAL PARK WEST APT 12E NEW YORK,NY 10025 (fold*I)--staple-h — -- NOTICE OF RECEIPT OF APPLICATION The Division of Environmental Permits has received the application referenced below. The material submitted is being reviewed by staff,and you will be advised in writing regarding the department's findings. In all future communications,please refer to the Application ID number. Application 1D: 1-4738-04611/00001 Date Received: July 16,2018 Applicant: JONATHAN REBELL Facility: RESELL PROPERTY Description: JI DEC Contact: JOHN AWIELAND JOHN DAVID ROSE, ARCHITECT, P.C., AIA 596 Hampton Road, Unit 1, Southampton,New York 11968 (631)283-2051 October 29,2018 Southold Building Department 54375 Route 25 P.O. Box 1179 Southold,NY 11971 To the Building Department: As per my site visit on October 26"', there was no working electricity to the house at 4790 Blue Horizon Bluffs. Please see attached photo. While I am unable to visually inspect for street gas, or lack thereof, we are told no gas is available in that area. John David Rose Architect,P.C. AIA X.L.W I Z?I u rmvr-L/ tl P15TURZEV 0dMin@qounqenqIn0arInqxom' AREA FLOW AREA, SECTION Howard N. Young, Land Surveyor, Thomas G. Nolpert, Professional Engineer, 5.00, Douglas E. Adams, Professional Engineer -=MENT NOTES Robert G. Tast, Arahltert I]=-NTL',r' STABILIZED. REMAIN IN PLACE UNTIL FILTER A,PJACENT AREAS SHALL X CLOTH PROXIMAL DRAINAGE :0 AS NECESSARY. SITE DATA �NTROL MEASURES 15 To ARE PECTION AND AFTER AREA = 1.2176 ACRES OR 55,049 50. f=T. MANGE MEASURES ARE TO WOVEN WIRE SUBDIVISION - "MAP OF BLUE HORIZONS" FILED IN THE OFFICE OF 41NO OF LEACHING POOL, FENCE THE CLERK OF SUFFOLK COUNTY ON SEPT. 50, 1x55 AS MAP NO. ELEVATION 7c[74. RUCK5 15 NOT PERMI= SILT f=ENCE VERTICAL DATUM N.A.V. DATUM (IcI56) NTS 6A5 SERVICE NOT AVAILABLE CAST IRON FRAME 4 COVER CAMPBELL FOUNDRY,PAT.NO. 10070, OR CAST IRON FRAME 4 GRATE,PAT. NO.2511 OR APPROVED EQUAL ENGINEER'S CERTFICATION DRAINAGE PIPE/ CAST]PON FRAME $ COVER CAMPBELL FOUNDRY,PAT.NO. 10070 OR APPROVED EQUAL. X & co lb PREC A5T DOME AS MFG.BY SUFFOLK CEMENT OR APPROVED EQUAL. i-TOWARD W. 0 6, N.Y.S. L.S. NO. 458g3n SOB9 THOMAS G. NOLPERT, N.Y.S. P.E. NO I PIt DOUGLAS E. ADAMS, N.Y.S. P.E. NO. DRAINACIE SUR1/EYOR'5 CERTIFICATION d. PRECAST STORM Li 'DRAIN RINGS AS Mf=r-,. BY SUFFOLK CEMENT OR APPROVED EQUAL. W APPROVAL OF STORKWATER-MANAGIM1114T - COWrROL PN - W Code DRAINAGE INSPECTIONS A Date N EMOE9 RE RE IRED Contact Appr TOS Engineering at 765-1! 0 before OV66 4" Backfill, OR Provide Engineer's Cer: fiCation 7' at the drainage has been installe: to Code. C. the 2- LEACHINC7 POOL DETAIL NTS 59 MIN. \Oc, N DRAIN RINC75 Y SUFFOLK 5 _C A GEMENT ME MFG.V d1NAV-= 0 NT R PPROVE A EOUAL* 5-TONE PAVEMENT " C' 21 EXISTING HOWARD K YOUNG, N.Y.S. L.S. NO. 455cO Q.. PAVEMENT 2; MOUNTABLE BERM FILTER CLOTH U (OPTIONAL) SURVEY FOR PROFILE 50' JONATHAN REBELL MIN. LOT 6, "MAP OF BLUE HORIZONS" Ot PCCOnic-, Town of 5outhold ........... Suffolk County, New York UA O. ....- ... EXISTING [ CEMENTCAT PAVEMENT 5TORMNATER MANACONTROL PL AN County Tax MOP District 1000 Section -74 Block 01 Lot 35.5/0 PLAN N z MAP PREPARED JUNE OI, 2015 NOTES Record Of Revisions 2" STONE,OR A RECYCLED CONCRETE EQUIVALENT. RECORD OF REVISIONS ' =55 THAN 50 FEET(EXCEPT ON A 5INCLE RESIDENCE LOT WHERE A 50 DATE T#4 WOULD APPLY), r LE55 THAN 6". EROSION&SEDIMENT CON- 0 IUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS]INHERE IN6RE55 OR Shall include but not be limit ! j t0; WILL BE PLACED OVER THE ENTIRE AREA PRIOR To PLACING OF STONE. A well maintained Constructl ) E 3E PIPED ACRO55 THE ENTRANCE. IF PIPING IS IMPRACTICAL,A I -- 1 ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION Wire Backed Silt Fencing,5 ITH 5s I SLOPES WILL BE PERMITTED. tal 1 lizaTOR 'HE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL Seeding Of exposed and/or in al OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.ALL SEDIMENT KASfC-V,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED 0 ,TION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(-1) 50 25 50 100 150 ILIZED CONSTRUCTION ENTRANCE J05 NO. 2017-00214 VNC7. 2015-0067_2017-0214—sma, I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION Or FENCES.(0)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEFS OF THE LENC�NG INSTITUTION CERTIFICAnoN5`ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, « NOTE �� 400 Ostrander Avenue,Riverhead,Naw York 11901 FINISHED FLOORS ELEVATION TO BE �+'� VIATER LI INE(5) I� -T Sc CPQ ��� ����� tal.631.'12'1.2303 fax.631.121.0144 VERIFIED BY ARCHITECT S O Y _ FOR L�t ,& ��1► ��_N�4°45�0�"� SUFFOLK CCUNT_Y� �F �,. ��fi $�R1lIC��, ft � admin®youngenginearing.com g1221'� N82Q'52L4o 55.2x - GamM.? 48 HOURS IN1�DVANCE, 1! � �� N86 0 4W,35 TOSL,E INSPECTION��)," 1�l Howard W.Young,Land Surveyor 5.415' \ TIE LINE ALONG APPROX. A\i _ Thomas G. Nolpert,Professional Engineer - - MEAN HI&HWATER MARK i Douglas E.Adams,Professional Engineer d ON 6/2015 _ q TOE OF BLUFF-CE � � �dlItE1I'°�system I\l ust a in Robert G.East,ArGMItaGt Z4 ent jr E HEALTH DEPARTMENT USE _2� /'i SUFFOLK COUNTY DEP•*1Tr?T�4ENT OF HEALTH SEFiVIC;ES C11 \ //i ;_ —�'-�� =_ _=/%/ /moi r s -�: – = i < O PERMIT FOR p,� -,R?VP F t:;�NS T RUCTION FOR A _� �_ _ _ �_ // y �$ CREST/OF BLUFF - \ p �+ ~� \ ��� ® �p ®�� Suw4'sd �`e'::'r�:7` ;Ti..a[;.iVvim.AN r `jy \ •'i doY� sd SX 3 . -4b-� I WOODS GEHA�IMIT- DAT-16 44-�__ PRINCIPAL 3 s qti BUILDING 41 a •"- \ SETBACK LINE 9 APPROVED - � '- \ -�\•�_ / \`� � - O``q=�_LDS �O�N,� \ s S \ TOTAL 9"V�A?(I,�lilJr�fl -C:�C�C:MS 224' — WOODS \ -- / 9 o Oi \ �0- 3 -40— EXPIRES THREE YEA :w FROM DATE OF APPROVAL a APPROXIMA ATION OF \ m EXISTING \ L EXIST] NIT Y TO BE ' COTTAGE TO SURVEYOR 5 GERTIPIGATION \ I ABAN DIN ACC RDANCE \ -42"— /- \ BE REMOVED \ �\� - WITH S.C.D.H.S. ST DARDS � 2�' � O PROPOSED -^�- '�•�„� ® 150' a/ \ 8F2 x I,ED O 7 SCREEN PORCH \ h� «WE HEREBY CERTIFY TO J0 NATHAN R L�rHI = 5 9 o SURVEY WAS PREPARED IN ACCORDANCE GODS OF y• � \ PRACTICE FOR LAND SURVEYS ADOPTED, 1( NEW Y�1RIC'ST.A 1 I \ ASSOCIATION OF PROFESSIONAL LAND ORS TE5T HOLE I j \ \ 9G — _ 40— — — �J FROM FILED MAP WOODS / \ ; \�'� ll,_v _ ) 0O' \ I PROPOSECCJ DECK \ g ti r'i air 6� \ sn��07"- .—38- TOPSOIL8 T{{ LOAM / TRELLIS ti o \ cr \ PROPOSED E (01.) \\ EXISTING WELL TO \\ o ELECTRIC/GABL=i of SAND, 3.0' /�6 BE ABANDONED ,— o' \\ ,�- \ yy / u PROPOSED G 6 � y Qy HOWARD W.YOUNG,N.Y.S.L .NO.45893 f I RAVEL \ l , �: \V� WATER SERVICE O e Right ' m CLAY / 0 10.0' Zoning Use DM.- (R�D�-34� 's ,o Ry°� SURVEY FOR \ ' � ' m Use District (3 JONATHAN REBELL ® Zoning ® 3. LOT 6, "MAP OF BLUE HORIZONS" SAND � + \ � �'� S� / � � 00 ?°o. � 1�� DO GRAVEL \ / PROPOSED Z STORY ` \ , : �j at POGonIG, Town of Southold (5w) \ FRAME HouSE \ a. ' ,� °°. _ — — _ Suffolk County, New York 4 BEDROOM \ ti \ PROPOSED GARAGE \ FFEL=40.0 \ GFEL=34.0 O,rN% q o o; BUILDING PERMIT SURVEY c 1 16.0' \\ ey�9� \ \ O o.� \ PROPOSED POOL HOUSE p, WITH OUTDOOR SHOWER County Tax Map District 1000 sectio.14 block OI Lot 35.56 0 (2)8'DIA.x SITE DATA \ �j O� e'E.D.LP \ S \ PROPOSED TRELLIS FIELD SURVEY COMPLETED NOV.06,2011 z S O G (400 S.F.S.IAIAJ �A '• O oo MAP PREPARED FEB.01,2018 AREA = 1.2118 ACRES OR 55,0441 50. FT. S0 \ qhs \ / °SUBDIVISION- "MAP OF BLUE HORIZONS"FILED IN THE OFFICE OF �.^�� \ �q90 6 \ \ ,8\\ \j Record of Revisions THE CLERK OF SUFFOLK COUNTY ON 5EPT.30, 1985 A5 MAP NO. O 9 .S 'ti, \ \ p oo RECORD OF REVISIONS DATE ADDRESSED SGDHS NOIGA NO. I JUNE 01.2018 a « VERTICAL DATUM = N.A.V.DATUM(1988) �,, q \ Ey c O� \ `jiv\ \ o' «ZONING USE DISTRICT = RESIDENTIAL LOW DENSITY I ACRE(R-40) ;b 2_( SANITARY 6Y5TEM c 8 RESORT RESIDENTIAL(RR) S ^ \ OJ O \ \h `o «6AS SERVICE NOT AVAILABLE 9' OL ' WATER SERV DO • 6R059 FLOOR AREA �@ O„ \ \�� LF3 \\ AN BASEMENT FLOOR = 1,303 50.FT. 8'DIA�J \ \ \ X b'ED O 40 O 20 40 80 \= 1,119 5Q.FT. PRINCIPAL BUILDING \ g / \ C` 'S FIRST FLOOR SETBACK LINE a \ \ / \ O O - a SECOND FLOOR = 1,355 SQ.FT. \ �\ � � \ � �c� Scale: I 40 &ARASE =516 50.FT. \ `Sp. \ O,S JOB No.2011-0214 iL < I POOL HOUSE =221 5Q.FT. \ \ \ \ \ q DWG.2015_0061_2011_0214_bp OF 3 = MONUMENT SET ■= MONUMENT FOUND = STAKE SET ®= STAKE FOUND cD,= UTILITY POLE I ES TO (i OHREADDITION JO THIS SURVEY S�VOLAT16N OF SECTION 7209 OF THE NEW YORK STATE TI ` DISTANCES SAECNPROPERTY � N NSTRUCTURES INDICATEDEREON SHALL RUN ONYTOTHPERSONFOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTALGY AND LENDING INSTITUTION TED HEREON,ANDTO THE ASSIGNEE H� e`_w - � Nab oq 22 E 33 21 7— TIE LINE ALONG APPROX MEAN HIGHNATER MARK / 1 ON 6/2015 _ •�`�r�^ \\ «+. TOE OF BLUFF 7:5- T OF 5LUFF �p S*,c�@ \� . S I. EROSION CON UPLAND DISTURE �WooDS _I - �GEHALl"T- �9 ��p `ohF9 FOLLOWING PER --•� . - -t'�0 o?y ° ® BE GLEANED OF -'--'- a2- ■ g� ° 4a97� oN @S @_~��" ° SYSTEM SHALL I 5TA8�LT t , WOODS \ \ SILT q•o @i \ o, 2. PROPER MAIL` -40- BE PERFORMED J b ` HAYBAIJ=B N J n \ AEXIs-n MA Y TO OF A \ 'II, HEAVY OR PROI EXISTI IT Y TO BE -42-- r I ABAN DIN ACC RDANCE INCLUDE, BUT AR � w ---I WITH S.0 D H.S. ST DARDS �P q -8150 1 � �� \8 DIA.x O O�p� i'' \ AND GLEANING/f /1 EXISTING I r COTTAGE TO 1Ci'ED — \ r E REMOVED -40- - _ - 5. CONCRETE N1 Woovs \ _\ AT THIS PROPEF kb I `PROP DECK \ S� PROPo-®-- - ` \A° ELECTRIC/G E EXISTING WELL TO BE ABANDONED Of / 1 \ " o — ' 'w ° 'I 33 Wider Righ \ p0 C \ Use District (RF , 34 Zoning s , r ' v�r'34— ... trict a9 °°. .o \ .� USe DiS BY Ma Zoning \ PROPOSED 2 STORY FRA!E HOU3L ` 2ti FUTURE&ARA&E 4 G>�R40 \\ p OFEL-54.0 FUTURE POOL HOUSE 7 0 WI OUTDOOR SHOrER. - e 9•�CO (2) VIA x 9 E.D.LP ` ST 1 191TURL°TRELLIS d \\ O Cp6 @ %:s,(400 S.F.SYLA) lA bbbbbbG ryo-op i 0%. o 0 9� a � ra •` b� 36 S9 \ 7�c Q,3 � •\ r � I �.O h/ ` �•Y 9Ei S' SANITARY SYSTEM ® ^� �J • 5 , / DIA x b' AQ c0'00� \ TEMPORARY \�i 9WIMMIN&POOL `\ 5TOGKPIL a� o • 81 cf(AR& ED 9 C9 - MAY GOPL5TR1lGTION No1E9 ARIA SILT F•+R�'., ------ -- 9'���''@,, rn 1 FILTER FABRIC SHALL OtyE AN E05 OF 40-85 BURLAP O•pY\\ , GS USED FOR SHORT TERM APPL.IGATION5. 1=ENGE 2 GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS IF \ q1"\•\ S� JOINTS ARE I�EDED THEY WILL BE OVERLAPPED TO THE NEXT E STAKE. \ iL_ �j •\ � 8 STAKE MATERIALS WILL BE STANDARD 2"x4°WOOD OR N 9 \ EQUIVALENT METAL WITH A MINIMUM LENGTH OF 5 FEET 90 \ YELL 0 4.SPACE STAKES EVENLY AROUND INLET 5 FEET APART AND DRIVE \ A- \ 011 A MINIMUM 18 INCHES DEEP SPANS GREATER THAN 5 FEET MAY BE 0 BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC 0 �j oto LIMIT G I: 5 FIORT.SHALL GROUND BE EMBEDDED I FOOT MINIMUM BELOW ABR o AND BACKFILLED.IT SHALL BE SECURELY FASTENED TO THE STAKES \ .y D15TUi� � D FRAME 1 611ANA 2"xx4"V400D FRAME SHALL BE COMPLETED AROUND THE CREST ` O~/� :24,50:2 N T PROPRIETARY INLET FROTEGTION MAY BE 51,155TITUTED IF p APPROVED BY GUALIFIED INSPECTOR I " \ NEW EDGE aj> N \2"x4" WOOD FRAME OF WOODS o FILTER FABRIC \\ CONSTRUCT ION r EN CE , a \ LFI (2)8'DIA.x 10'ED N \ � •l 4 goo 00000 �00�0000 00000000 �00000�0 00000000 DRA I NAGE DE51 GN CRITERIA E6 CALGULATION5 2"x4" WODD STAKES V = ARG FLAK A = AREA OF TRIBUTARY (S.F.) R = RAINFALL (FT.) N G = COEFFICIENT OF RUNOFF N FILTER FABRIC 2"x4" WOOD FRAME L F #1 a REOV IRED 2"x4" WOOD 5TAKE5 PAVEMENT = 4A'7q 5F X:2/12 X 10 = -180 OF a 0 x 8'DIA.DRYWELL WITH A CAPACITY OF 42.24 CFNF r Q -180 GF/4224 CF/VF - 18.5 VF REQUIRED n E GRADE PROVIDED USE(2)-8'DIA.X 10'DEEP DRYWELL = 845 OF REQUIRED HOUSE = 2,044 5F X 2/12 X 1.0 = 541 OF 8'DIA.DRYWELL WITH A GAPAGITY OF 4224 GF/VF 'I I FILTER FABRIC -341 OF/42.24 GF/VF = 5.1 N9 REQUIRED BURIED 12" MIN. PROVIDED DRAINAGE U5E(1)-8'DIA.X 10'DEEP DRYWELL = 422 GF a INLET L F #3 5EGTION REQUIRED R GAR.A6E/POOL HOUSE _ '151 5F X: .0 = 125 OF 0 m LYDIA.ORYWELL WITH A CAPACITY OF 42.24 GF/VF 125 OF/4224 OF/VF- 5.0 VF REQUIRED (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIDULTION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKISTNG STRUCTURES ARE FOR A SPECOIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEDUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 1100— PROPOSED ry��e ' '' 1r Avenue,Riverhead,New York liciol WATER SERVICE L Wide Rj[�ht Of Way 400 Ostrandartel.631:729.2303 631'12?.0144 District (RR) admin®youngengineering.com Zoning Use � 1 34— Zoning Use District oo Howard W.Young,Land Surveyor Thomas C,. / ineer PROP05M 2 STORY � \ � �� � I Douglas E.Ada s,Professional Enert,Professional gineer \ FRAME HOUSE \, o — — 9 9 4 BEDROOM \ \ FUTURE GARAGE — — Robert G.Tast,Architect N \ q 7 FFEL-40.0 \'• �� GFEL=94.0 •a o \ \ c0 ` FUTURE POOL HOUSE c \ @�qe� orL \ I ti0°° WITH OUTDOOR SHOWER W —..� E @ N (2)8'DIA.x \ s• \ O� a,E.D.LP \ s,;•� •\ FUTURE TRELLIS HEALTH DEPARTMENT USE /d \\ 9 lk N (400 S.FS � � JNAJ �° o 000 Q's /o,4 � \ �� C. '�S PROPOSED' o t`q `Yy qc� SANITARY SYSTEM \ \ \ M s@ \ J p0 PROPOSED \. - q pL WATER SERVICE 8' A.x 6'ED @ N PRINCIPAL BUILDING h 7 \ s \ SETBACK LINE \ q o \ SAIMMINSHPPOOLOl \ e'DIA.x WED \\ °R/ \ shy SURVEYOR'S CERTIFICATION DRIVEWAY \ �,\ \ a� �C •WE HEREBY CERTIFY TO JONATHAN R � WE= SURVEY AS PREPARED IN ACCORDANCE „C'OVO,F'/ \ \ Q PRACTICE FOR LAND SURVEYS ADO Y,THE JIEW YORK'`5jA• ` \ 9O \ \ PROPOSED WELL ASSOCIATION OF PROFESSIONAL LAND \ \ Ojo \ �•, `\ Glp Xy- N `\ HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 N � SURVEY FOR - JONATHAN RESELL LOT 6, "MAP OF BLUE HORIZONS" at Peconic, Town of Southold \ ��• ry l Suffolk County, New York \ SITE DATA (2J 8'DIA.x 10'LFI 0 / BUILDING PERMIT SURVEY \ ED �+ County Tax Map Dlstnct 1000 Section 14 Block OI Lot 35.56 AREA = 1.21'18 ACRES OR 53,049 50. FT. \ -� / •SUBDIVISION- "MAP OF BLUE HORIZONS"FILED IN THE OFFICE OF \ FIELD SURVEY COMPLETED NOV.06,201'1 IMAP PREPARED FEB.09,2018 THE CLERK OF SUFFOLK COUNTY ON SEPT.90, 1985 A5 MAP NO. \ _ 7Q74' • VERTICAL DATUM = N.A.V.V.DATUM(1988) \ Q'O Record of Revisions / RECORD OF REVISIONS DATE ZONING USE DISTRICT = RESIDENTIAL LOW DENSITY I ACRE(R-40) \ / �� �a ADDRESSED SGDHS NOIGA NO. I JUNE 0i.2018 o d RESORT RESIDENTIAL(RR) \ T( / ( GENERAL AMENDMENTS JULY 09.2018 o GAS SERVICE NOT AVAILABLE SPI �(� AMENDED BUILDING PERMIT DATA SEPT.24.201 GROSS FLOOR AREA ��v) / ZQ o BASEMENT FLOOR -RST FLOOR 1,77700 50.FT.1,9 250.FT. / k0 Zp 0 ED SECOND FLOOR 1,419 50.FT. 0� / 0� 'C 30 40 O 20 40 80 GARAGE = 596 50.FT. a POOL HOUSE = 221 50.FT. Scale: I" = 40 �• /y `�C 'C JOB NO.2019-0214 ry�ry{j) DWG.2015_0069.2019_0214-p OF 3 o O= MONUMENT SET ■= MONUMENT FOUND = STAKE SET A= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTYLINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS (2)8'DIA.x l0'ED \ fq 400 Ostrander Avenue,Riverhead,New York 11901 • \\ 4J, / tel.651.1212303 fax.651.121.0144 adminQyoungenglneering.com �o�` 4 � 4 � Howard W.Young,Land Surveyor tt4- Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer 0� ,e Robert G.Tost,Architect cli e0 �01 N WE �t, / 00 �����u`4 * HEALTH DEPARTMENT USE tvrp i DK ry C4 ry^ S n � / o s SITE DATA AREA = 121"18 ACRES OR 53,049 50. FT. i 0 SUBDIVISION- "MAP OF BLUE HORIZONS"FILED IN THE OFFICE OF m I THE CLERK OF SUFFOLK COUNTY ON SEPT.50,1985 AS MAP NO. N ` 1914. • VERTICAL DATUM = N.A.V.DATUM(1988) •ZONING USE DISTRICT = RESIDENTIAL LOA DENSITY I ACRE(R-40) a \ 8 RESORT RESIDENTIAL(RR) o �� •GAS SERVICE NOT AVAILABLE 3 >\ • GROSS FLOOR AREA SURVEYOR'S CERTIFICATION O8 BASEMENT FLOOR = 1,180 50.FT. FIRST FLOOR = 1,16250.FT. r�eae� SECOND FLOOR = 1,411 50.FT. •INE HEREBY CERTIFY TO J O NATHAN R r LG Tl1iAT T SURVEY WAS PREPARED IN ACCORDANCE Ti �Oof OF i. �• GARAGE = 516 SQ.FT. PRACTICE FOR LAND SURVEYS ADOPTED Y THE"NEW YORK`STA. _ POOL HOUSE = 221 So.FT. ASSOCIATION OF PROFESSIONAL LAND, E a � s N77-.21 32 HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 m �$> SURVEY FOR JONATHAN REBELL \ LOT 6, MAP OF BLUE HORIZONS \ \ at Peconic, Town of Southold Suffolk County, New York BUILDING PERMIT SURVEY \�3?- County Tax Map DIS1FId 1000 s..t—14 61Dck OI LDt 55.56 FIELD SURVEY COMPLETED- NOV.Ob,2011 MAP PREPARED FEB.01,2018 Record of Revisions RECORD OF REVISIONS DATE ADDRESSED SCDHS NOIGA NO, I JUNE 01,2018 GENERAL AMENDMENTS JULY 09.2018 i AMENDED BUILDING PERMIT DATABUILDING PERMIT DATA SEFT.24,201 J �A< 0 Y C O CD / Y 40 0 20 40 80 \V � aa.. Stole: 11' = 40 JOB NO.2011-0214 DAG.2015_0061_2011_0214_bp OF 5 O = MONUMENT SET ■= MONUMENT FOUND D= STAKE SET O= STAKE FOUND HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 4790 Blue Horizon Bluffs John David Rose 596 Hampton Rd. Unit 1 Southampton NY 11968 (631) 283-2051 NEVA YORK BUILDING � T E C H N 0 L 0 G Y G R O U P Prepared by: Thomas Baccarella in accordance with ACCA Manual ] 8th edition,V2 Signature: �,� �—— Date: 9/14/2018 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 26A Building 1 Suite i3 Miller Place, NY 11764 Telephone:631496-0289 Fax: 631 3892808 Email:Gene@nybtg.corn Revised August 30,2017 Manual S Compliance Report Job: 1923 NEW YORK BUILDING R Date: Sep 13,2018 ® IGPOVPa GG Basement-future By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B.Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg corn web www NYBTG.com Project Information For. 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax. (631) 283-6960 Email. admin@jdrarchitect.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 10537 Btuh Entering coil DB: 76.1°F Outdoor design WB: 71.7°F Latent gain: 1943 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 12480 Btuh Indoor RH: 50% Estimated airflow: 440 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer. Rheem Model: RA1618AJ1NA+RH1V2417STANJA Actual airflow: 440 cfm Sensible capacity: 12600 Btuh 120% of load Latent capacity: 5400 Btuh 278% of load Total capacity- 18000 Btuh 144% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 14089 Btuh Entering coil DB: 65.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type, Gas boiler Manufacturer, Weil-McClain Model: ULTRA299-CT -Actual airflow: 440 cfm Output capacity: 18000 Btuh 128% of load Meets all requirements of ACCA Manual S. wrightsoft, 2018-Sep-14 16 02 14 r •�_�_� m•u-••._->•� Right-Suite®Universal 2018 18 0 27 RSU25790 Page 1 CA . lue Horizon Bluffs\4790_Blue_Horizon_Bluffs.rup Calc=MJ8 Front Door faces NE Manual S Compliance Report Job: 1923 NEW YORK s BUILDING Date: Sep 13,2018 I'a`""°` First By: Tom Baccarella ° ° N New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Mb,www.NYBTG.com Project • • For: 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 24625 Btuh Entering coil DB: 75.8oF Outdoor design WB: 71.7°F Latent gain: 5533 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 30158 Btuh .Indoor RH: - 50% Estimated airflow: 1173 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1636AJ1NA+RH1V3617STANJA Actual airflow: 1173 cfm Sensible capacity: 24640 Btuh 100% of load Latent capacity: 10560 Btuh 191% of load Total capacity: 35200 Btuh 117% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss. 25558 Btuh Entering coil DB: 67.1oF Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: ULTRA 299-CT Actual airflow: 1173 cfm Output capacity. 30000 Btuh 117% of load Meets all requirements ofACCA Manual S. wrlghtsOft® 2018-Sep-14 16 02 14 AMN r u ce mn.m w=,emw, Right-Suite®Universal 2018 18 0 27 RSU25790 Page 2 lue Horizon Bluffs\4790_Blue_Horizon_Bluffs rup Calc=MJ8 Front Door faces NE Manual S Compliance Report Job: 1923 NEW YORK BUILDING Date: Sep 13,2018 ����°> Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web,www NYBTG corn Project Information For: 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@drarchitect.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain- 12823 Btuh Entering coil DB: 76.1°F Outdoor design WB: 71.7°F Latent gain: 2821 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 15644 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RH1V2417STANJA Actual airflow- 600 cfm Sensible capacity 16186 Btuh 126% of load Latent capacity. 2693 Btuh 95% of load Total capacity: 18879 Btuh 121% of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 24430 Btuh Entering coil DB: 65.3°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: ULTRA299-CT Actual airflow: 600 cfm Output capacity: 28000 Btuh 115% of load Meets all requirements of ACCA Manual S. wrightscM, 2018-Sep-14 16 02 14 �, uM Mmwmarytonp. Right-Swte0 Universal 2018 18.0.27 RSU25790 �.`.A Page 3 lue Horizon Bluffs\4790_Blue_Horizon_Bluffs rup Calc=MJ8 Front Door faces NE S Load Short Form Job: 1923 NEWYORK BTL°io G Date: Sep 13,2018 Basement-future I�oo > By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www NYBTG com Project • • For: 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com De,-Mgn Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ULTRA299-CT Cond RA1618AJlNA AHRI ref 5677851 Coil RH1V2417STANJA- AHRI ref 7940566 Efficiency 92.5AFUE Efficiency 13.0 EER, 16 SEER -Pleating input 18000 Btuh Sensible cooling 12600 Btuh Heating output 18000 Btuh Latent cooling 5400 Btuh Temperature rise 37 OF Total cooling 18000 Btuh Actual air flow 440 cfm Actual air flow 440 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Game Room 543 4065 3014 162 132 Bed 3 225 1910 2677 76 117 Bath 3 54 72 0 3 0 Hall 101 2200 639 88 28 Wine 69 0 0 0 0 Theater 350 2057 3650 82 160 Storage 50 744 55 30 2 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft� 2018-Sep-14 16 02,14 ASA R•��a mMm Right-Suite®Universal 2018 18 0 27 RSU25790 Page 1 . lue Horizon Bluffs\4790_Blue_Horizon_Bluffs.rup Calc=MJ8 Front Door faces NE Basement-future d 1392 11048 10034 440 440 Other equip loads 3041 502 Equip. @ 0.89 RSM 9409 Latent cooling 1943 TOTALS 1392 14089 11352 440 440 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W right5Oft® 2018-Sep-14 16 02.14 AR•t rnww u.,Mww -M, Right-Suite®Universal 2018 18 0 27 RSU25790 Page 2 ..lue Horizon Bluffs\4790_Blue_Honzon_Bluffs.rup Calc=MJ8 Front Door faces NE Load Short Form Job: 1923 NEWYOfiK BUING ILDDate: Sep 13,2018 ® �-uo�`�" First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG.com Project • • For: 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email. admin@jdrarchitect.com Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/lb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ULTRA 299-CT Cond RA1636AJlNA AHRI ref 5677851 Coil RH1V3617STANJA AHRI ref 7942209 Efficiency 92.5AFUE Efficiency 13.0 EER, 15.5 SEER Heating input 30000 Btuh Sensible cooling 24640 Btuh Heating output 30000 Btuh Latent cooling 10560 Btuh Temperature rise 23 °F Total cooling 35200 Btuh Actual air flow 1173 cfm Actual air flow 1173 cfm Air flow factor 0.060 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Foyer 198 1600 998 96 50 Powder 36 525 304 32 15 Media 270 2862 5590 172 278 Foyer 115 1943 1313 117 65 Laundry 65 803 1127 48 56 Kitchen 287 1574 5425 95 270 Living 597 6069 5034 366 250 Dining 219 4095 3828 247 190 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F- wrightsoft, 2018-Sep-14 16 02 14 AL 41- mt rw a i.n.n.rmmr• Right-Suite®Universal 2018 18.0.27 RSU25790 Page 3 '43 ...lue Horizon Bluffs\4790_Blue_Horizon_Bluffs rup Calc=MJ8 Front Door faces NE First d 1786 19470 23620 1173 1173 Other equip loads 6088 1006 Equip. @ 0.89 RSM 21990 -Latent cooling 5533 TOTALS 1786 25558 27523 1173 1173 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W Pightsoft01 2018-Sep-14 16 02 14 �p wRaNIM4MmIielMvmyfnmM^f Right-Suite®Universal 2018 18.0.27 RSU25790 Page 4 I/lV V17— ...lue Horizon Bluffs\4790_Blue_Honzon_Bluffs.rup Calc=MJ8 Front Door faces:NE Load Short Form Job: 1923 NEW YORK BUILDING Date: Sep 13,2018 Second By: Tom Baccarella GBOVG New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www NYBTG corn Project • • For- 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone. (631) 283-2051 Fax, (631) 283-6960 Email. admin@jdrarchitect.com Desilgn Information Htg Clg Infiltration Outside db(°F) 16"\' 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Wed-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ULTRA299-CT Cond RA1618AJlNA AHRI ref 5677851 Coil RH1V2417STANJA AHRI ref 7940566 Efficiency 92.5AFUE Efficiency 13.0 EER, 16 SEER Heating input 28000 Btuh Sensible cooling 12600 Btuh Heating output 28000 Btuh Latent cooling 5400 Btuh Temperature rise 43 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O -,,:-Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 2 60 1151 401 34 20 -Bed 2 235 2822 3609 84 179 WIC 62 1336 426 40 21 Hallway 66 192 41 6 2 Sitting 235 1990 1255 59 62 Bed 1 258 3616 1971 108 98 Bath 1 53 558 368 17 18 Master Bed 287 4600 1795 137 89 Master Bath 157 2077 1033 62 51 Open to Below 138 1826 1219 54 60 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2018-Sep-14 16 02 14 A •�w.�n, ,,•, ww mMm Right-Suite®Universal 2018 18 0 27 RSU25790 Page 5 lue Horizon Bluffs\4790_Blue_Horizon_Bluffs rup Calc=MJ8 Front Door faces NE Second d 1551 20168 12119 600 600 Other equip loads 4262 704 Equip. @ 0.89 RSM 11451 Latent cooling 2821 TOTALS 1551 24430 14272 600 600 Bold/italic values have been manually overridden r Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018-Sep-14 16.02 14 �, �MR•�M -u emMm Right-Suite®Universal 2018 18 0 27 RSU25790 Page 6 ACCA ..lue Horizon Bluffs\4790_Blue_Honzon_Bluffs.rup Calc=MJ8 Front Door faces NE Project Summar Job: 1923 NEvV YOBK m BUILDING 1 Date: Sep 13,2018 Basement-future By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www NYBTG com Project • • For: 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Notes: Email. admin@jdrarchitect.com Design Information Weather.) Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db % 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 10282 Btuh Structure 9848 Btuh Ducts 766 Btuh Ducts 186 Btuh Central vent (49 cfm) 3041 Btuh Central vent(49 cfm) 502 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14089 Btuh Use manufacturer's data n Rate/swing multipplier 0.89 Infiltration Equipment sensible load 9409 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 575 Btuh Ducts 295 Btuh Central vent(49 cfm) 1073 Btuh Heating Cooling Outside air Area(ft') 1392 1392 Equipment latent load 1943 Btuh Volume ft') 4071 4071 Air changes/hour 0.12 0.05 Equipment Total Load (Sen+Lat) 11352 Btuh Equiv.AVF (cfm) 8 3 Req. total capacity at 0.70 SHR 1.1 ton Heating Equipment Summary Cooling Equipment Summary Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ULTRA299-CT Cond RA1618AJlNA AHRI ref 5677851 Coil RH1V2417STANJA AHRI ref 7940566 Efficiency 92.5 AFUE Efficiency 13.0 EER, 16 SEER Heating input 18000 Btuh Sensible cooling 12600 Btuh Heating output 18000 Btuh Latent cooling 5400 Btuh Temperature rise 37 OF Total cooling 18000 Btuh Actual air flow 440 cfm Actual air flow 440 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +�- wrightsoft 2018-Sep-14 16 02 14 ^�^• .° ^ ••- °^^� Right-Suite®Universal 2018 18.0.27 RSU25790 Page 1 ...lue Horizon Bluffs\4790_Blue_Honzon_Bluffs.rup Calc=MJ8 Front Door faces NE Project Summar Job: YOfIK __® BUILDING � Sep Date: Sep 13,2018 NEW First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www NYBTG.com Project • • For. 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com Notes: Design Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17765 Btuh Structure 23189 Btuh Ducts 1705 Btuh Ducts 431 Btuh Central vent (99 cfm) 6088 Btuh Central vent(99 cfm) 1006 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25558 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 21990 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 2738 Btuh Ducts 647 Btuh Central vent(99 cfm) 2147 Btuh Heating Cooling Outside air Area(ft2 1786 1786 Equipment latent load 5533 Btuh Volume(ft') 16078 16078 Air changes/hour 0.16 0.07 Equipment Total Load (Sen+Lat) 27523 Btuh Equiv.AVF (cfm) 44 19 Req. total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ULTRA299-CT Cond RA1636AJ1NA AHRI ref 5677851 Coil RH1V3617STANJA AHRI ref 7942209 Efficiency 92.5AFUE Efficiency 13.0 EER, 15.5 SEER Heating input 30000 Btuh Sensible cooling 24640 Btuh Heating output 30000 Btuh Latent cooling 10560 Btuh Temperature rise 23 OF Total cooling 35200 Btuh Actual air flow 1173 cfm Actual air flow 1173 cfm Air flow factor 0.060 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. TW 2018-Sep-14 16 02 14 u°•r° •- •_^ m Right-Suite®Universal 201818 0.27 RSU25790 Page 2 ACC` lue Horizon Bluffs\4790_Blue_Horizon_Bluffs rup Calc=MJ8 Front Door faces NE � Project Summary Job: 1923 NEW YORK BUILDING Date: Sep 13,2018 I ` Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG corn Project • • For: 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051Fax: (631) 283-6960 Notes: Email: admin@jdrarchitect.com Design Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Dally range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16478 Btuh Structure 10917 Btuh Ducts 3691 Btuh Ducts 1202 Btuh Central vent (69 cfm) 4262 Btuh Central vent(69 cfm) 704 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24430 Btuh Use manufacturer's data n Rate/swing multipplier 0.89 Infiltration Equipment sensible load 11451 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 984 Btuh Ducts 334 Btuh Central vent (69 cfm) 1503 Btuh Heating Cooling Outside air Area(ft') 1551 1551 Equipment latent load 2821 Btuh Volume(ft') 13956 13956 Air changes/hour 0.18 0.08 Equipment Total Load (Sen+Lat) 14272 Btuh Equiv.AVF (cfm) 42 18 Req. total capacity at 0.70 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ULTRA 299-CT Cond RA1618AJ1NA AHRI ref 5677851 Coil RH1V2417STANJA AHRI ref 7940566 Efficiency 92.5AFUE Efficiency 13.0 EER, 16 SEER Heating input 28000 Btuh Sensible cooling 12600 Btuh Heating output 28000 Btuh Latent cooling 5400 Btuh Temperature rise 43 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- 2018-Sep-14 16 02 14 Right-Suite®Universal 201818 0.27 RSU25790 Page 3 lue Horizon Bluffs\4790_Blue-Horizon-Bluffs rup Calc=MJ8 Front Door faces NE AED Assessment Job: 1923 NEWBUILDIDate: Sep 13,2018 IwoM Basement-future By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631495-0289 Email Tom@nybtg corn Web www NYBTG com Project • • For: 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone (631) 283-2051 Fax- (631) 283-6960 Email: admin@jdrarchitect.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation- 82 ft Design TD (°F) 56 9 Latitude: 41°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 3,500-- 3,000-- 2,500-- 2,000-- 1,500-- 1,000- 500-- 0 ,5003,0002,5002,000 1,5001,0005000 8 9 10 11 12 13 14 15 16 17 18 19 20 Haur°f Day /llwvy /Aw2yF /Amlimt Maximum hourly glazing load exceeds average by 48.6%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 402 Btuh (PFG -1.3*AFG) wr1ghtsoft1 2018-Sep-14 16 02 14 A AM•^ a- • =>wm�^f Right-Suite®Universal 2018 18.0.27 RSU25790 Page 1 ...lue Horizon Bluffs14790_Blue_Horizon_Bluffs rup Calc=MJ8 Front Door faces NE J AED Assessment Job: 1923 NEW YORK of 113AED Date: Sep 13,2018 �w°a> First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone.631-495-0289 Email Tom@nybtg.com Web www.NYBTG corn Project • • For: 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD (°F) 56 9 Latitude. 41 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate, Exposure Hourly Glazing Load 16,000-- 14,000-- 12,000- 10,000-- 8,000-- 6,000-- 4,000-- 2,000-- 0 6,00014,00012,00010,000a,00o6,0004,0002,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /H.* /Average /PFDhmt Maximum hourly glazing load exceeds average by 14.3%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. ' AED excursion: 0 Btuh wrightsaft, 2018-Sep-14 16 02 14 ANOM IaerbMm M.NnnoyWmpnny Right-Suite®Universal 2018 18.0.27 RSU25790 Page 2 A...lue Horizon Bluff s\4790_Blue_Horizon_Bluffs rup Calc=MJ8 Front Door faces NE AED Assessment Job: 1923 NEW YORK BUILDING Date: Sep 13,2018 Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631495-0289 Email Tom@nybtg.com Web:www.NYBTG.com Project • • For: 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD (°F) 56 9 Latitude: 41 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Dally range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed (mph) 15.0 7.5 Test forAdequate Exposure Hourly Glazing Load 9,000- 8,000-- 7,000- 6,000-- 6,000-- 4,000- 3,000-- 2,000-- 1,000-- 0 ,0008,0007,0006,0005,0004,0003,0002,0001,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day i ya,y /A.e asp i<Ob. t Maximum hourly glazing load exceeds average by 22.8%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh AL -Pk wrightsoftl 2018-Sep-14 16.02 14 /7VV AMnyNlumbMeHeNowy ampny Right-Suite®Universal 2018 18.0.27 RSU25790 wAPage 3 ...lue Horizon Bluffs14790_Blue_Horizon_Bluffs.rup Calc=MJ8 Front Door faces NE NEN' Right-JO Worksheet Job: 1923 YORK Basement-future 1x1 2 Date: Sep 13� 8 New York Building Technology Group By: Tom Bacca3,201 ella 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www.NYBTG com 1 - Room name Basement-future Game Room 2 Exposed wall 132 3 ft 51 0 ft 3 Room height 87 ft d 87 ft heat/cool 4 Room dimensions 1 0 x 542 E ft 5 Room area 1391 8 ft2 542.6 ft2 Ty Construction U-value Or HTM Area (ftl Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft5 or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-w 0.065 n 000 0.00 0 0 0 0 0 0 0 0 100-w 0 350 n 000 0.00 0 0 0 0 0 0 0 0 4A4-2owd 0.350 n 000 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0 350 n 000 0.00 0 0 0 0 0 0 0 __0 11 w 15B 11-0wc-6 0.099 n 376 020 259 259 974 52 _0 0 0 0 ti12F-Osw 6.065 e odd 0.00 0 0 0 0 0 0 0 0 1 OD-w 0 350 e 000 0.00 0 0 0 0 0 0 0 0 _ NYBTGDefault__ 0.350 a 0.00 _ 0.00 0 0 0 0 0 _ 0 0 _ 0 W 15B 11-Owo-6 6 069 e 376 0.20 , 324 324 1220 66 0 0 0 0 W 12F-Osw 0.065 s 0.00 000 0 0 0 0 0 0 0 0 �—G NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 ` D 11J0_ _ 0600 s 0.00 0.00 0 0 0 0 0 _ 0 0 0 - W 151311-0wc:6 0.099 s 3.42 009 411 345 1180 32 287 254 897 32 �_ NYBTG Default 0._350 __s 1970 _ 20.06 _ 66 __ 0 1301 13.2.4 33 0 _650 _ __6.62 IWI - 12F-Os0 065 w 000 0.00 0 0 0 0 0 0 0 0 _,__G NYBTG-Default 0.350 w -0.00— __000. _ __0 _ 0 0 _ 0--- _ __0 0 _ __0 _0 _ __ w1513116 _0 099 w 376 32 _ 0 20_ _ 157 157 590 32 157 157_ 590 32 PI _ 12C-oiw 0.091 512 0.76 0 280 1432 211 152 152 780 115 D 11J0 _ _ _ _._ _0 600_ n 33.78 __ 1392 40 _ 40 _ _ 1358 560 0 0 _ 0 0 C.__ _ 16X30-0w _ 0 408__- 000 0.00 0 0 0 0 0 0 0 0 _F_ _ __ 19C-19cscp 0 049 - 0.00 000 0 0 0 0_ 0 0 _ 0 0 F _ 21A-28t_ __ 0.022 - - 1.24 0 OD 1392 1392 1724 0 543 543 672 0 6 c)AED excursion 402 201 Envelope loss/gain 9779 2678 3589 1041 12 a) Infiltration 503 35 194 14 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 7135 1903 Subtotal(lines 6 to 13) 10282 9848 3783 2958 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10282 9848 3783 2958 15 Duct loads 7% 2% 766 186 7% 2% 282 56 Total room load 11048 10034 4065 3014 Air required(cfm) 440 440 162 132 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. + wrigf�tsolFt` 201 Mep-1 4 16 02 14 Right-Suite®Universal 2018 18.0 27 RSU25790 Page 1 ...lue Horizon Bluffs\4790_Blue_Horizon_Bluffs.rup Calc=MJ8 Front Door faces NE NEN'YORK Right-J®Worksheet Job: 1923 IB oIIID�N6 Basement-future Da ate: Sep 13,2!718 Tom 3,20arella New York Building Technology Group By: 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www NYBTG.com 1 Room name Bed 3 Bath 3 2 Exposed wall 28.3 ft 0 ft 3 Room height 8.7 ft heat/cool 8.7 ft heat/cool 4 Room dimensions 10 x 224.9 ft 53 x 10.3 ft 5 Room area 224 9 ft' 53 8 ft2 Ty Construction U-value Or HTM Area (ftj Load Area (ftp Load number (Btuh/ft2°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 -TI- 12F-Osw 0.065 n 0 00 6.00 0 0 6 0 0 0 0 y 0 1 OD-w 0 350 n 000 000 0 0 0 0 0 0 0 0 4A4-2aivd 0.350 n 000 0.00 0 0 0 0 0 0 0 0 -NYBTG_Default 0.350 _n 000 0.00 0 0 0 0 0 o- __ _ -0 _ _ __0 11 W _15B11-Owa_6 0.099 n 376 0.20 0 0 0 0 0 0 0 0 VAI 12F-Osw 0.065 e 000 0.00 0 0 0 0 0 0 0 0 L�—GG 10D-w 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG'Default 0.350 e_ 0.00___ 0.00 0 0 0 0 __ 0 0_ _ 0 __0 V11_ 15B11-Ow_o-_6 _ 0 089 a 3.76 0.20 122 122 459 25 0 6 _ 0 0 1N 12F-Osw 0.065 s 0 00 0.00 0 0 0 0 0 0 0 0 �--G NYBTG Default 0.350 s 000 000 0 0 0 0 0 0 0 0 _ D Jim 0.600 s _ 000__ -0.00- 0- . _ 0 0 0 0 0 -0 0 W 15B11-Owo-6 0.099 s 342 0.09 124 91 283 0 0 0 0 0 �_ NYBTG Default _ _ 0,350 s 1,970_ 20.06 33 _ 0 650 662 0 _ _ 0- 0 0 W 12F-Osw 0 065 w 000 000 0 0 0 0 0 0 0 0 _ G NYBTG Default- 0.350_w 000 0.00 -0 - 0 0 0 .0 - -0 _ _ ._0 0 W 15B 11-Owa6 0 099 w 3.76 020 0 0 0 0 0 _ 0 -0 P - 12C-Osw' _ 0.091 - 512 076 0 0 0 0 0 0 0 0 11J0__ . ----0.600- n _ 3378 - 13.92 __0 0 0 0 0 0 -_ . -0 _ __0 C 16X30-Ow 0 408 000 0.00 0 0 _0 0 0 _ 0 0 0 _F__-- 04 19C,19cscp 0. 9 - 0.00 0.00 0 _ 0 0 _ 0 - - _ 0 0 __0 _._ -0 F 21A-28t 0 022 124 0.00 225 225 279 0 54 54 67 0 - - - - - - -- -- -- - - - - - - - - --- 6 c)AED excursion 201 0 Envelope loss/gain 1670 887 67 0 12 a) Infiltration 108 8 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 1732 0 Subtotal(lines 6 to 13) 1778 2627 67 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1778 2627 67 0 15 Duct loads 7% 2% 132 50 7% 2% 5 0 Total room load 1910 2677 72 0 Air required(cfm) 76 117 31 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wri F�tsoRm 2018-Sep-14 16 02 14 Right-Suite®Universal 2018 18 0 27 RSU25790 ACCAPage 2 ...lue Horizon Bluffs\4790_Blue_Horizon_Bluffs rup Calc=MJ8 Front Door faces NE NEW YORKRight-J®Worksheet Job: 1923 lE uiiDIN6 Basement-future Date: 01 Tom 3,201 ella 2 ate• Sep 13, 8 New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www NYBTG.com 1 Room name Hall Wine 2 Exposed wall O ft 73 ft 3 Room height 87 ft heat/cool 87 ft heat/cool 4 Room dimensions 10 x 1014 ft 73 x 95 ft 5 Room area 101.4 ftz 68.9 ft' Ty Construction U-value Or HTM Area (ft5 Load Area M5 Load number (Btuh/ft;°F) (Btuh/ft5 or penmeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw 0 065 n 00-6 0.00 0 0 0 0 0 0 0 0 10D-w 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A4-2owd 0.350 n 000 0.00 0 0 0 0 0 0 0 0 NYBTG Default _ 0.350 _ n _ _ 0.00 _ 000, 0 0 _0 0 _ 0 0 _ 0 0 11 W 151311-0w 0 099 n 3.76 020 0 0 0 0 63 63 23.7 T 13 12F-0sw' 0.065 a 0.00 000 0 0 0 0 0 0 0 0 Wj� C 10D-w 0 350 a 0.00 0.00 0 0 0 0 0 0 0 0 �C NYBTG Default_ 0 350 a 0.00 0.00 0 _ 0 0 0 0 0 0 _ 0 0669_ a 3 76 0 20 0_ 0 0 0 0 __ 0 _ 0 0 W 12F-Osw 065 s 0.00 . 0.00 0 _ 0 0 0 0 0 0 0 _ NYBTG Default 0.350 s 000 000 0 0 0 0 0 0 0 0 11J0_ _ 0.600 . s 0.00_ _ 0.00 0 0 _0 0_ . __. 0_ _._ 0_ 0 _ 0 W 15B 11-0wo-6 0 099 s 342 0.09 0 0 0 0 0 0 0 0 L—G, NYBTG Default _ _ 0.350 s_ __ _1970. _ 2006 0 0 0 0 _ 0 0 _ 0 _ _ __0 W 12F-Osw 0.065 w6.00 000 0 0 0 0 0 0 0 0 NYBTG Default ___ 0.350 w _ _0.00___ 000 0 _ 0 0 0 _ 0 0 0_____ -0 W _ 15811-0wc-6 _ 0 099 w 3 76 0.20 _ 0 0 0 0 0 _ 0 0 0 P 120-0sw 0 091 - 512 0.76 85 45 229 34 83 83 423 62 11J0_ _...._ 0.600 n_. _ .33.78_ _1392 40 40 1358 _ 560 _ 0 .0 _0 __._0 C_ 16X30-Ow 0.408 - 000 000 0 0 0 0 0 0 0 0 F_ _ gCz19cscp__ 0.046 0 o0 0.00 0 0 0. 0 0 0 0 0 F _ 21A_28t_ __ 0.022 - _1.24__ 000 101 _ _ 101 _ 126 _ 0 69 69 85 0 6 c)AED excursion 0 0 Envelope loss/gain 1712 593 746 75 12 . a) Infiltration 0 0 28 2 b) Room ventilation 0 0 0 0 13 1ntemal gains Occupants @ 230 00 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 1712 593 774 77 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 335 33 -774 -77 14 Subtotal 2047 627 0 0 15 Duct loads 7% 2% 153 12 7% 2% 0 0 Total room load 2200 639 0 0 Air required(cfm) 88 28 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AC - wrightsoit 2018-Sep-1416.0214 CK Right-Suite®Universal 2018 18.0 27 RSU25790 Page 3 ...lue Horizon Bluffs\4790_Blue_Honzon_Bluffs.rup Calc=MJ8 Front Door faces NE NEN' Right-JO Worksheet Job: 1923 YOPR le ui�oio c Basement-future Date: 01 Tom 3,201 ella 2 ate• Sep 13, 8 New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495.0289 Email Tom@nybtg corn Web www NYBTG.com 1 Room name Theater Storage 2 Exposed wall 40.5 ft 53 ft 3 Room height 87 ft heat/cool 87 ft heat/cool 4 Room dimensions 1 0 x 350 3 ft 53 x 95 ft ^ 5 Room area 350 3 ft2 49 9 ft2 Ty Construction U-value Or HTM Area (W) Load Area (ftj Load number (Btuh/ft;°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw' 0 065 n 0.00 0.00 0 0 0 0 0 0 -0 0 10D-w 0.350 n 0.00 000 0 0 0 0 0 0 0 0 4A4-2owd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default _ 0.350 n 0 00 . ---OPO -- _ 0 0 0. 0 0 0 0 0 11 W - 15611-Owo-6 _0.099 n 376 020 150 150 565 30 46 46 1.72 9 f 2F-0sw 0.065 a -000 0.00 0 0 0 0 -0 0 0 0 10D-w 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 I---c NYBTG Default_ 0.350 a 0.00 0.00 0 00 0 0 0 0 0 W__ __ 15611-Owc 6 0_099_ e_ _ 3.76 6 20 _ 202 202 762 41_ _ 0 6 0, _ 0 W 12F-Osw 0 065 s 0 60 000 0 0 0 0 0 0 0 0 �--G NYBTG Default 0.350 s 000 000 0 0 0 0 0 0 0 0 11.10 - 0.600, s. _ 000 0.00 0 0 0_ 0 0 _ 0 0 _ _0 IW 15611-Owc-6 0 099 s 3.42 009 0 0 0 0 0 0 0 0 L_c NYBTG Default 0 350 s 1970 _ _2006 0 0 0 0 0 0 _ 0 _ _ 0 IWI _ 12F-Osw 0.065 w 0.00 0.00 0 0 .0 0 0 0 0 0 �---G NYBTG-Default _0350 .w_ _ - -000---—0.00 _ __0 0 0- _ '0 . 0 .. .. 0 0 _A W,__ 15611-Owc-6 , 0 099 w 376 0.20 0 0 0 0 _ 0 0 0 _ _ 0 P f 2C-6 sw 0.091 - 5.12 0.76 0 0 0 0 0 6 0 - 0 -11.10 -0.600 _n 3378 - 13 92 0 0 0 _.0 0 0 0. _0 C16X30--Ow _ 0 408__-- 000 000 0 0 0 0 0 _ 0 0 0 F____- f 9C-19cscp_ 0.049 000 0.00 _ 0 0 0, 0_ 6 0 0 _ 0 -21A-28t, - _ 0022 _- 1.24- 0.00 350 350 434 0 50_ 50 62 ,_. 0 6 c)AED excursion 0 0 Envelope loss/gain 1760 71 234 9 12 a) Infiltration 154 11 20 1 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 3500 0 Subtotal(lines 6 to 13) 1915 3582 254 11 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 439 44 14 Subtotal 1915 3582 693 54 15 Duct loads 7% 2% 143 68 7% 2% 52 1 Total room load 2057 3650 744 55 Air required(cfm) 82 160 1 30 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrga ttsoft` 2018-Sep-14 16 02 14 AMA Right-Suite®Universal 2018 18 0 27 RSU25790 Page 4 lue Horizon Bluffs\4790_Blue_Horizon_Bluffs rup Calc=MJ8 Front Door faces NE NEN' Right-J®Worksheet Job: 1923 MONK a o���°°G' Date: Sep 13,2018 First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www NYBTG com 1 Room name First Foyer 2 Exposed wall 175.0 ft 105 ft 3 Room height 90 ft d 9.0 ft heat/cool 4 Room dimensions 1 0 x 198 O ft 5 Room area 1786 4 ft2 198.0 ftz Ty Construction U-value Or HTM Area (ftp Load Area (W) Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw 0.065 n ..-3.66 -0.78 - 452- _ -255 - 933 199 v 0 ---b - 6 1 OD-w 0.350 n 1970 7.66 84 0 1655 644 0 . 0 0, 0 4A4-2owd 0.350 n -0.00 000 0 0 0 0 0 -0 0 0 NYBTG Default, 0.350 -n __19.70 ___10.95 113_ __ - 0 ____2235 _ 1242 0 _ _ _ _0 0 -"__._ 0 11 W 15B11-Owo•60 099 n 000 000 0 0 0 0 0 0 - 0 0 12F-Osw - _ 0.065 a 366 078 335 203 744 159 _ 0 0 0 _ 0 10D-w 0 350 a 19.70 2864 21 0 414 602 0 0 0 0 NYBTG_Default _ _0.350 e-_ 19.70_ 40.92 111 0 2186 _ " 454.0 0 0_ 0 - `_- 0 W 15611,-Owc-6 _ _ 0 099 _e 0 00 0.00 0- _ _ _ 0 __ _ -0 _ ,-__ 0 __-_ ^0 0 6 _ 0 W 12F-Osw 0 065 s 366 0 78 452 373 -1364 291 95 57 209 45 NYBTG Default 0.350 s 19.70 20.06 55 0 1084- 1104 13 0 254 259 _"_,--_D 11J0 __,____ -_ __ 0.600 s__. _33.78 _13.92 25_ _-. -25,_ 828: ,.-__341-__ 25_--_, ---.25 828 341- 1 15B11-Owo•6 0.099 s 000 0.00 0 0 0 0 D 0 0 0 NYBTG Default _ 0,350 ._s _ - 000 _,000_ __0 -_ _0 _ _ 0 _ _ 0 _0 IW 12F-Osw, 0.065 w 366 0.78 335 246 901 192 0 V _0_ ___ 0 _40 __C. .N1BTG_Default-_n_-. _0.350 _w_. 1970 -,,4092 ____--_89 -.__ _ 0__ -.1756 ___'3646 __ __0 _. ..0.". _". 0,___- _0 W_w 15611-Ovum_._ -__ _ 0099 _ w_ 0.00 __ 000_ _ _0 _ D _ _ 0 _-.__ 0 - - 0 0 00 P. 12C-Osw 0.091 - 000 0.00 0 0- - 0 0 0 0 6 _ 0 11J01-___ _.9.600 .ri_...__0 00 _,.__000__ _•_0 _. _ "0,__ 0 _ _ __ 0 _. 0 ._. _,0 __..,__._0 _: 0 C_-__ -16X30-0w _rn 0 408 - _ _ 237 0.63 238 _ _238 - -564- - _150- _ 3 F___..-_.]9( 19cscp__ -_ _ __ 0049 -,-- _. 0.96-_ 0.16 -- 395__ 395".__. 377 -- -- -62 _ 0 -_--_- 0 -_ _0 F_ ,21A-28t - - -- 0022 - 000 0.00 - 0- -0 0 -0 0 0 - - - ' 6 c)AED excursion 0 -18 Envelope loss/gain 15041 13170 1297 628 12 a) Infiltration 2725 191 163 11 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 6 1380 0 0 Appliances/other 8448 341 Subtotal(lines 6 to 13) 17765 23189 1460 980 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17765 23189 1460 980 15 Duct loads 100/0 2% 1705 431 100/. 21/o 140 18 Total room load _ 19470 23620 1600 998 Air required(cfm) 1173 1173 96 50 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrlghtsoft- 2018-Sep-14 16 02 14 A "'-- -- Right-Suite®Universal 2018 18.0 27 RSU25790 Page 5 lue Horizon Bluffs\4790_Blue_Horizon_Bluffs rup Calc=MJ8 Front Door faces*NE NEN'YORK BUILDING Right-J®Worksheet Job: 1923 First Date: Sep 13,2018 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web,www.NYBTG com 1 Room name Powder Media 2 Exposed wall 63 ft 29.3 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 63 x 58 ft 1.0 x 270 1 ft 5 Room area 359 ft2 270.1 ftz Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 \b12F-Osw 0065- n 3.66 0.78 0 0 0 0 6 0 0 0 10D-w 0 350 n 19.70 7.66 0 0 0 0 0 0 0 0 4A4.2owd 0 350 n 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG_Default _ 0.350 _n 1970 1095 _ 0 0 0 0 _ 0 _ 0 _ _0 _ _ 0 11 W 15B11-0w_c_-6 0099 n 000 0.00 0 0 0 0 0 0 0 0 VAI 12F-0sw 0 065 a 3.66 078 0 0 0 0 0 0 0 0 I-( 10D-w 0.350 a 1970 28.64 0 0 0 0 0 0 0 0 _ _ NYBTG Default_ _ 0 350 _e 19.70 _40 92 0 0 0 0 0 _ 0 0 _0 W_, _ 0 099 a 0.00 000 0 0 0 6 0 6 0 _ 0 W 12F-Osw 0.065 s 366 0.78 56 45 166 35 101 91 333 71 NYBTG Default 0.350 s 19.70 20.06 11 0 215 219 10 0 200 203 11,10___ _ _ 0 600 _ s_ 33.78_ 13.92 _ 0 0 0 0 _ _ 0 0 _0_ 0 W 15B11-0wc 6 0 099 s 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0 350 s_ 0.00 _ 000 0 0 0 0 0 0 0 0 W_ 12F-0`sw 0 065 w 366 0.78 0 0 0 0 162 105 385 82 L-G._NYBTG_Default _ _ 0350 _.w _ 19.70 40.92 _0 0 0 0 57 _ 0 _ _ 1117 _. 2320 W___ 15811-0wc-6 0.099 w_ 000 _ 0.00 _ 0 0 0 0 _ 0 0 _ 0 _ -0 PI 12C-Osw _ 0 091 - 000 0.00 0 0 0 0 0 0 0 0 -D 11J0 ____ 0 600 n _ 0.00_ _0.00_ 0 0- _0 0 _0_ 0 _ __ 0 __ -0 16X30-0w _ ' 0 408__- _ _237 063 0 0 0 0-_ 51 51 _ 120 32 _F_ ._19C-19cscp_ 0.049__- 0 96 0.16 0 0 _-_0 _0 0 _ 0 ______ 0 ,_ - 0 F 21A-28t 0.022 000 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 37 658 Envelope loss/gain 381 292 2156 3366 12 a) Infiltration 97 7 455 32 b) Room ventilation 0 0 0 0 13 1ntemal gains Occupants @ 230 0 0 3 690 Appliances/other 0 1400 Subtotal(lines 6 to 13) 479 299 2611 5488 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution0 0 0 0 14 Subtotal 479 299 2611 5488 15 Duct loads 10% 21/6 46 6 10% 2% 251 102 Total room load 525 304 2862 5590 Air required(cfm) 32 15 172 278 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �- wr1g3"ts42PTt1 2018-Sep-14 16 02 14 A Right-Suite®Universal 2018 18 0.27 RSU25790 Page 6 .lue Horizon Bluffs\4790_Blue_Honzon_Bluffs rup Calc=MJ8 Front Door faces NE NEN' Right-M Worksheet Job: 1923 YOflK o B UII:DIN c First Date: Sep 13,2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www.NYBTG.com 1 Room name Foyer 2 Laundry 2 Exposed wall 19.8 ft 10.8 ft. 3 Room height 90 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 1150 ft 108 x 60 ft 5 Room area 115.0 ft2 64.5 ftz Ty Construction U-value Or HTM Area (W) Load Area (ft5 Load number (Btuh/ft;"F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6WW 1217-0sw 0.065 n 3.66 078 0 0 0 0 0 b 0 0 I--G 1 OD-w 0 350 n 1970 7.66 0 0 0 0 0 0 0 0 i�CG 4A4-2owd 0 350 n 000 0.00 0 0 0 0 0 0 0 0 NYBTG Default _ 0 350 n 19.70 10.95 0 0 0 0 _ 0 0 0 0 11 W 15811-0wa_6 0 099 n 0.00 000 0 0 00 0 0 _ 0 0 VV 12F-Osw f 0 065 a 3.66 078 101 70 257 55 0 0 0 6 10D-w 0 350 a 19.70 2864 21 0 414 602 0 0 0 0- NYBTG Default 0 350 a 1970 40.92 10 0 200 415 0 0 _ -0 _0 W 151311-0w6-6 0 099 -e 0.00 000 0 0 0 0 6 0 0 0 W 12F-Osw 0 065 s 366 078 77 66 243 52 97 66 314 67 NYBTG Default 0 350 s 1970 2006 10 0 , 200 203 11 0 215 219 _ D 11J0_ __ 0.600 s 33.78 _ 13.92 _0 _ 00 0 _ _ 0 0 - 0_ 0 IW 151311-0wo-6 0 099 s 0.00 000 0 0 0 0 0 0 0 0 ---G NYBTG Default- 0 350 s 0.00 000 0 0 0 0 0 0 _ 0 _ _0 IW 12F-Osw 0 065 w 366 0.78 0 0 0 0 0 0 0 6 i--•-G NYBTG-Default _ 0.350 w 1970 40.92 -0- 0 0 0 __. 0 0- _ _0_ _ __ _0 W ___ 151311-Owo-6 0 099 w 0.00 0.00 0_ 0 0 0 0 0 __ 0 _ 0 PI - 12C-Osw 0.091 - 0.00 0.00 0 0 0 0 0 0 0 ✓6 L D 11J0_ ___ 0.600 n 0.00 000 _ 0 0 0 0 _ - 0 0 ___- _ 0____ _0 C _- -16X30-Ow__ 0.408 - 237 0.63 65 65 153 41 15 15 __ 3.6 _9 19C F_ ,19cs_cp__ _ 0.049 096 0.16 0- 0 0 _ 0 -0 _ o- _ ----b _ _ _0 .F- 21A-28t _ 0.022 - 000. 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -99 -42 Envelope loss/gain 1466 1267 565 253 12 a) Infiltration 308 22 167 12 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 0 841 Subtotal(lines 6 to 13) 1773 1289 732 1106 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1773 1289 732 1106 15 Duct loads 10% 2% 170 24 100/0 2% 70 21 Total room load 1943 1313 803 1127 Air required(cfm) 117 65 48 56 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .` wri htsoTt` Right-Suite® 2018-Sep-14 16 02 14 Universal 2018 18 0.27 RSU25790 Page 7 lue Horizon Bluffs\4790_Blue_Horizon_Bluffs rup Calc=MJ8 Front Door faces NE NEN' Right-J®Worksheet I Job: 1923 YORK IBUuII.DING Date: Sep 13,2018 First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631495-0289 Email Tom@nybtg corn Web www NYBTG com 1 Room name Kitchen Living 2 Exposed wall 153 ft 53 3 ft 3 Room height 90 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 287 4 ft 310 x 193 ft 5 Room area 287.4 ftz 596.8 ft2 Ty Construction U-value Or HTM Area (ftp Load Area (W) Load number (Btuh/ftk°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6ii 12F-Osw -0.065 n 3.66 0.78 16 16 58 12 279 161 591 126 10D-w 0.350 n 1970 7.66 0 0 0 0 42 0 - 828 322 4A4-2owd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG_Default 0350 n 1970_ _ 1095 0 0 0 0 76 0 1490_ 828 11 W 151311-0w_o-6_ 0 099 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 a 3.66 0.78 122 82 299 64 0 0 0 0 10D-w 0.350 a 19.70 2864 0 0 0 0 0 0 0 0 _ _NYBTG -Default_ 0 350 a 19.70 4092 40 0 786 1633 0 _ 0 __ _0 0 W 15611-Ow_o-6__ __ 0 099 e 000 000 0 0 0 0 0 0 6 0 W 12F-Osw 0 065 s 3.66 0.18 0 0 0 0 27 27 99 21 NYBTG Default 0 350 s 1970 20.06 0 0 0 0 0 0 0 0 11J0_ 0600 s_ _ 3378 1392 _ 0 0 0 0 _0 0 _ 0_ _ _0 W 15611-0wc-6 0 099 s 0.00 000 0 0 0 0 0 0 0 0 i—_ G NYBTG Default _'0 0, w 350 s _ 000_ 000_ 0 0 0 0 0 _ 0 0- _ _ 0 T _ F-2F .065 3.66 078 0 0 0 0 173 141 5f5 116 ' c 12NYBTG-Default _ _ - 0350 w - 19.70 40.92 0 0 0 0 32-- _ __ -0 --- 638--_-___1326 W_ _ 15B11-Owo-_6_ 0099, w 0.00 0.00 0 0 0 _0 0 10 0 _ _ 0 PI - 12C-0sw - 16091 - 0.00 0.00 0 0 0 0 6 0 0 -0 _.'_ -D _11JO_ ___ _0 600 n- - 0.00_ - 0.00 _ 0 0 _ _-_ 0 _ 0 _ _ 0 __ __0 _ __0__ 0 C 16X30-Dv. _ ___ 0 408 237 063 24 24 56 15 72 72 ___ 170 _ 45 19Cd19cscp 0 049 096 016 0 0- 0 0 _ 395_ 395 377 62 F 21A-28t 0 022 0.00 0.00 0 0 0 0 0 0 0 0 .i 6 c)AED excursion -198 -46 Envelope loss/gain 1198 1526 4708 2794 12 a) Infiltration 237 17 829 58 b) Room ventilation 0 0 0 0 13 Intemal gains* Occupants @ 230 0 0 3 690 Appliances/other 3784 1400 Subtotal(lines 6 to 13) 1436 5326 5537 4942 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1436 5326 5537 4942 15 Duct loads 10% 2% 138 99 10% 21/6 531 92 Total room load 1574 5425 6069 5034 Air required(cfm) 95 270 3661 250 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghes!!tRig2018-Sep-14 16 02 14 .4GZP. "" "`�" ht-Suite®Universal 2018 18 0 27 RSU25790 Page 8 ...lue Horizon Bluffs\4790_Blue_Honzon_Bluffs.rup Calc=MJ8 Front Door faces NE NEN' Right-JO Worksheet Job: 1923 YOflK Isui�D;Nc Date: Sep 13,2018 First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www.NYBTG.com 1 Room name Dining 2 Exposed wall 30.0 ft 3 Room height 90 ft heat/cool 4 Room dimensions 175 x 12.5 ft 5 Room area 2188 ft' Ty Construction U-value Or HTM Area (ftp Load Area Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-0sw 0.065 n 366 078 158 78 284 61 VISI--G 10D w 0.350 n 19.70 766 42 0 828 322 I--G 4A4-2owd P 0.350 n 0.00 0.00 0 0 0 0 I-G NYBTG Default 0.350 n 19.70 10.95 38 0 745 414 _ 11 W 151311-Owc-6 0 099 n_ 0.00 0.00 0 0 0 0 - 12F-Osw 0 065 a 366 0.78 113 52 189 ` 40 1 OD-w 0 350 a 19.70 28.64 0 0 0 0 NYBTG Default 0350 a 19.70 40.92 61 _0 1200 2492 _ W 151311-0wo_-6'_ __ 0.099 _e 0.00 000 0 0 0 0 W 12F-Osw 0 065 s 3.66 0.78 0 0 0 0 NYBTG Default 0 350 s 19.70 20.06 0 0 0 0 11.10 __ _ /0600 _ s _ 33.78_ 13.92 _ _ 0 0 _ _ 0 _ _ 0 _ W 151311-Owc-6 0 099 s 000 0.00 0 0 0 0 NYBTG Default _ _ 0.350 _s 0.00 000 0 0 0 _ 0 IW " '12F-0sw _ 0 065 w 3.66 0.78 0 0 0 0 _G _NYBTG Default 0.350 _w__ 19.70 ___4092 0 0 _ 0 0 W__ 151311-Ow_c-6_ _ _0 099_ w__ 0.00 0.00 _ 0 _ 0 _ _0 -0 P 12C-0sw 0 091 - 0.00 O.OD 0 0 0 0 L-D 11.10 _ _____ 0 600 .n .0.00 0.00 0 0 0_ 0 C__ _ 16X30-Ow 0 408 _2.37_ _ 0.63 10 10 24 6 F_ _ 19C-19cscp__ __ 0.049 - 0.96 0.16_. 0 0 0 -0 F 21A-28t 0 022 - 000 000 0 0 0 0 6 c)AED excursion -292 Envelope loss/gam 3270 3043 12 a) Infiltration 467 33 b) Room ventilation 0 0 13 Intemal gains Occupants @ 230 0 0 Appliances/other 682 Subtotal(lines 6 to 13) 3737 3758 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3737 3758 15 Duct loads 10% 2% 359 70 Total room load 4095 3828 Air required(cfm) 247 190 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rk- 2018-Sep-14 16 02 14 Right-Suite®Universal 2018 18.0 27 RSU25790 Page 9 lue Horizon Bluffs14790_Blue_Honzon_Bluffs rup Calc=MJ8 Front Door faces NE NEN'YDPKRight-JO Worksheet Job: 1923 IBU�;DAN c Date: Sep 13�2018 Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www NYBTG com 1 Room name Second Bath 2 2 Exposed wall 165 0 ft 13 0 ft 3 Room height 90 ft d 9.0 ft heat/cool 4 Room dimensions 83 x 73 ft 5 Room area 1550.6 ftz 598 ft' Ty Construction U-value Or HTM Area (W) Load Area (ftp Load number (Btuh/ft2°F) (Btuh/ftj or perimeter (ft) (Btuh) or penmeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw 0.065 n 3.66 078 405 243 888 189 0 0 0 0 1OD-w 0.350 n 0.00 000 0 0 0 0 0 0 0 0 4A4-2awd 0.350 n 19.70 10.95 40 0 792 440 0 0 0 0 NYBTG Default 0.350 n 1970 _ 1095 122 0 2408 1338 0 0 0 _ -0 11 W 151311-0wc-_6 0.099 n 0.00 0.00 0 0 0 0 _0 0 0 0 12F-Osw 0.065 e 3 66 078 338 305 1117 238 2 2 8 2 1OD-w 0.350 e 000 000 0 0 0 0 0 0 0 0 NYBTG Default 0.350 e_ 19.70 40.92 32 0 635 1318 0 0 0 0 0 099 e_ 000 000 0 0 0 0 0 0 0 0 w 12F-Osw _ 0.065 s 366 078 405 342 1256 266 74 64 233 50 L2NYBTG Default 0 350 s 1970 20.06 63 0 1251 1273 11 0 207 211 .11J0 _ _ _0.600 _s_ _ 000 000 0 0 _0 _ 0_ 0 0 0 _ 0 IW 151311-Owa6 0 099 s 000 000 0 0 0 0 0 0 0 0 �_ c NYBTG Default_ 0 350 s 0.00 000 0 0 0 0_ 0 0 0 0 W 12F-Osw 0 065 w 366 0.78 338 296 1084 231 41 41 148 32 L _G _NYBTG-Default _0 350_w _. 19.70 _. 4092 41 0 811 1685 _ _ -0 0 _0 0 W ____151311-Owo-6 0 099 w 000 0.00 0 0 0 0 0 0 0 0 P 12C -Osw 0 091 - 000 000 0 0 0 0 0 0 0 0 _" 1130 _ _ 0 600 _ n _ 0.00 _ 0.00 __0 0 0 - .0 0 - _0 _ --_0 _ -0 C . _16X30-Ow 0 408 7 237 0.63 1551 _ 1551 3673 977 60 __ 60142 _ 38 _19G_19cscp_ _ _ 0.049 0.00_ 0.00 0 0 0- _ 0 F 21A-28t 0 022 0.00 000 0 0 0 0 0 0 0 0 6 c)AED excursion 0 16 Envelope loss/gain 13908 7955 738 347 12 a) Infiltration 2569 180 202 14 b) Room ventilation 0 0 0 0 13, Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 2782 0 Subtotal(Imes 6 to 13) 16478 10917 941 361 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16478 10917 941 361 15 Duct loads 221/6 11% 3691 1202 221/6 11% 211 40 Total room load 20168 12119 1151 401 Air required(cfm) 600 600 34 20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. + wrigt�tsoR^ Right-Sw2018-Sep-1416.0214te®Universal 2018 18 0 27 RSU25790 Page 10 lue Horizon Bluffs\4790_Blue_Horrzon_Bluffs.rup Calc=MJ8 Front Door faces NE -v� Right-JO Worksheet Job: 1923 eev, aK Isu.l vivo Date: Sep 13,2018 Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495-0269 Email Tom@nybtg com Web www NYBTG com 1 Room name Bed 2 WIC 2 Exposed wall 24.0 ft 16.0 ft 3 Room height 90 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1 0 x 235 4 ft 83 x 75 ft 5 Room area 2354 ftz 619 ft2 Ty Construction U-value Or HTM Area (ftp Load Area (ftj Load number (Btuh/ft2-°F) (Btuh/ft� or perimeter (ft) (Btuh) or penmeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6VWiWiU 12F-Osw 0.065 n 366 0.78 0 0 0 0 0 0 0 0 10D-w 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A4-2owd 0.350 n 1970 10.95 0 0 0 0 0 0 0 0 NYBTG Default - _ 0 350 n 19.70 1095 0 - 0 0 0 0 0 0 11 W 15811-0wr-_6___ 0 099 n 0.00 000 _ _ _ 0 0 0 0 0 0 0 0 V�V 12F-Osw 0.065 a 3.66 078 0 0 0 0 68 68 247 53 �G 10D-w 0.350 e 000 0.00 0 0 0 0 0 0 0 0 L—C NYBTG Default 0 350 a 19.70 _40.92 0 0 0 0 0 _ 0 0 !0 W - - 15B 11-Duvo-6 ---0-099 _e_ 0.00 0.00 0 0 0 0___ __ 0 6 __ 0 6 W 12F-Osw 0.065 s 366 0.76 83 83 305 65 74 64 233 66 NYBTG Default 0 350 s 1970 20.06 0 0 0 0 11 0 207 211 __-.D 11,10_______ _ _ 0 600 s 000 ---000 0_- 0- 0 0- -- _ - 0 0 -__ 0 __ _ _ -0 IW 151311-0wc-6 0 099 s 0.00 0.00 0 0 0 0 0 0 0 0 ' _G NYBTG-Default-- 0 350 s 000_ _ 000_ 0 0- 0 0 _ 0 _0 _ _ 0 0 fWf - 12F-Osw 0 065 w 366 0.78 133 96 353 75 2 2 8 2 !--G.-NYBTG-Default __ _ 0 350 _w 1970 40.92 36 . .0 717 1490 _ 0 0 _0 ' _ _-- 0 W _15B11-0wo-6 - 0.099 w 000 0.00 _ 0 0 0 0 0 0 _ _ 0 0 P 12C-Osw 0 091 0.00 000 0 0 0 0 0 0 6 0 11J0._..—._ _ _ - _ -'0600 n __ 0.00 - - 0.00 --- -0 0 - ___ -0 _ 0 0 0 -- 0 C 16X30_Dw- _ __ 0.408 - 2.37 0.63 235 235 558 _ 148 62 62 _147 _39 _19C-19cscp_ _ - _ 0 049 - _0.00_ 000 0 _ 0 _0 _0 _ _ _0 0- __- 0 0 21A-28t_ _-_ 0.022 - 0.00 000 0 0 0 0 0 0 0 0 v� 6 c)AED excursion 397 13 Envelope loss/gam 1932 2175 842 366 12 a) Infiltration 374 26 249 17 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 1050 0 Subtotal(lines 6 to 13) 2306 3251 1091 384 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2306 3251 1091 384 15 Duct loads 22% 11% 516 358 22% 11% 244 42 Total room load 2822 3609 1336 426 Air required(cfm) 184 179 40 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �}+- wrigtitsoft- Right-Sw2018-Sep-14160214te®Universal 2018 18.0.27 RSU25790 Page 11 lue Horizon Bluffs\4790_Blue_Honzon_Bluffs.rup Calc=MJ8 Front Door faces NE NEN' Right-J®Worksheet Job: 1923 YOPK IB V�'DING Second Date: Sepn 13'2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG.com 1 Room name Hallway Sitting 2 Exposed wall 0 ft 100 ft 3 Room height 9.0 ft heat/cool 90 ft heat/cool 4 Room dimensions 1 0 x 664 ft 100 x 235 ft 5 Room area 66 4 ft' 235.0 ft' Ty Construction U-value Or HTM Area (ftj Load Area (W) Load number (Btuh/ °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 12F- 0-665 n 366 078 0 0 0 0 90 54 196 42 10D-w 0 350 n 000 000 0 0 0 0 0 0 0 0 4A4-2owd 0.350 n 1970 10.95 0 0 0 0 0 0 0 0 * i� NYBTG Default _ 0.350 _n _ -19.70 10.95 0 _ 0 0 0 36 _0 __ _717 399 11 W i5B11-0wc-6 0.099 n 000 000 0 0 0 0 0 0 0 0 12F-Osw 0.065 e 366 0.78 0 0 0 0 0 0 0 0 1�1�C 1OD-w 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 � _G_ NYBTG Default 0.350 a 19.70 40.92 0 0 0 0 0 0 0- __o _'W_ 15611-0wr-6 _0.099 a _ 0 00 000 0 0 0 0 0 0 _ 0 6 W' 12F-0svv 0 065 s 3.66 0.78 0 0 0 0 0 0 0 0 NYBTG Default 0.350 s 19.70 20.06 0 0 0 0 0 0 0 0 11JQ_ _ _ 0600 s_ -0.00- 0.00 0 0 _ o _ o o __o _ _ 0_ _ 0 IW 15811-Owo-6 0 099 s 000 000 0 0 0 0 0 0 0 0 �--_ G_ NYBTG Default0 350 _s 000 000 0 0 0 0 _ 0 0 _ 0 _0 W12F-Osw 0 065 w 366 078 0 0 0 0 0 0 0 0 _L-G .NYBTG Default __._ _ _ _0350_ w 19.70 _ __40.92 _ 0 0 0.__ _ 0 0 0, 0 _ _ ___o W _ 15B11-0wc-6 0099 _w 0.00 0.00 0 0 0 _ 0 0 0 0 0 P 12C-0sw 0 091 - 0.00 0.00 0 0 'o 0 0 0 0 0 ." 11Jo____ 0600 n _ _0.00 _ 0.00 0 0 _ 0 0 _._ 0 0 _0 _ _ __0 C 16X30-Ow _ _ 0408 408 2.37 063 66 66 157 42 _ 235 235 557 14.8 _FI __ 19C=19cscp 0.049_ - __ 0.00 0.00 0 0 0 0 0 0 o __ _6 F 21A-28t 0 022 - 0.00 000 0 0 0 0 0 0 .0 0 6 c)AED excursion -5 -151 Envelope loss/gain 157 37 1470 437 12 a) Infiltration 0 0 156 11 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 0 682 Subtotal(lines 6 to 13) 157 37 1626 1130 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 157 37 1626 1130 15 Duct loads 22% 11% 35 4 22% 11% 364 124 Total room load 192 41 1990 1255 Air required(cfm) 6 2 59 62 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -f°�*- 2018-Sep-14 16 02 14 Right-Suite@ Universal 2018 18 0 27 RSU25790 Page 12 lue Horizon Bluffs\4790_Blue_Honzon_Bluffs.rup Calc=MJ8 Front Door faces NE v NEN' Right-J®Worksheet Job: 1923 YDPK aui;DieO Second Date: Sep 13,2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www NYBTG.com 1 Room name Bed 1 Bath 1 2 Exposed wall 30.3 ft 53 ft 3 - Room height 90 ft heat/cool 90 ft heat/cool 4 Room dimensions 10 x 258.0 ft 100 x 5.3 ft 5 Room area 258.0 ft2 525 ft2 Ty Construction U-value Or HTM Area (ftj Load Area (ftj Load number (Btuh/f?-°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-Osw OA65 n 3.66 0.78 158 103 377 80 0 0 0 0 10D-w 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 I--G 4A4-2owd 0.350 n 19.70 1095 0 0 0 0 0 0 0 0 ! NYBTG Default _ __ 0.350 n. 19.70 _. 10.95 55 0- 1076_ 598 0 0 0 _ _ ____0 11 W 151311-Dwo-6_ _0 099 n __0.00 000 0 0 0 __0 0 0 0 0 1N - 12F-Osw - 0.065 a 366 0.78 0 0 0 0 0 0 6 0 I{-GGI 10D-w 0 350 a 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 a 1970 4092 0 0 0 0 0 0 0 0 W 15B11-Owc 6-_ _ 0 099 e_ 0.00 0.00_ 0 0 0 0._ 0 0, _,_. 0 0 W 12F-0sw 0.065` s 366 0.78 0 0 0 0 0 0 0 0 -L3 NYBTG Default 0.350 s 19.70 20.06 0 0 0 0 0 0 0 0 11.10_ _ _-_ 0.600 s_- 0.00 _ 000 0 0 0 _ 0 0_ 0 _ _0 _0 W 151311-0wc-6 0 099 s 000 000 0 0 0 0 0 0 0 0 L-G NYBTG Default_- _ ,.,._ 0.350_-s_ _000 000 0 0 0 0 0 0 0 0 -3.66 678 L� NYBTG Default- 0.350 w- W 12F-Osw 0.065 w 19.70 _ 40.92 110 110 4200 900 47 42 155 33 _ 5 _ 0. 94 _' _195 W 15811-0wc-6 0.099 w 0.00 000 0 0 0 _0 _ 0_ 00 _ 0 P 12C-Osw 0.091 - 0.00 0.00 0 0 0 0 6 0 0 _ -6 -L-D 11.10_ __ _ 0600 n . - 0.00 _- 000 _ _ 0 0 0 0._ 0 0_-_ 0____ _0 C 16X30-DN_ 0.408 - 237 0.63 258 258 611 162 53 53 124 33 F. -__19C-19cs6l_ _ __ ._ _ 0 049 006 0.00 0 0 0 0 0---- _ 0_ --0 - _ _--- 0 F 21A-28t _ 0.022 - 000 000 0 0 0 _ 0 0 0 0 _ 0 6 c)AED excursion -237 65 Envelope loss/gain 2483 693 374 326 12 a) Infiltration 471 33 82 6 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 1050 0 Subtotal(lines 6 to 13) 2954 1776 455 332 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2954 1776 455 332 15 Duct loads 22% 11% 662 195 22% 11% 102 37 Total room load 3616 1971 558 368 Air required(cfm) 108 98 1 1 17 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr7gtitsottm 2018-Sep-1416.02.14 �� Right-Swte®Universal 2018 18 0 27 RSU25790 Page 13 lue Horizon Bluffs\4790_Blue_Horizon_Bluffs rup Calc=MJ8 Front Door faces NE Right-J®Worksheet Job: 1923 NEN'YORK IR o;ioio c Date: Sep 13,2018 Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web.www.NYBTG com T Room name Master Bed Master Bath 2 Exposed wall 345 ft 22.0 ft 3 Room height 90 ft heat/cool 90 ft heat/cool 4 Room dimensions 1.0 x 287.4 ft 10 x 156.8 ft 5 Room area 267.4 ft2 156 8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat cool Gross N/P/S Heat Cool Gnus N/P/S Heat Cool 6 - 12F-Osw 0.065 n 3.66 0.78 156 66 315 67 0 -0 0 0 1OD-w 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A4-2owd 0.350 n 19.70 10.95 40 0 792 440 0 0 0 0 _ NYBTG Default __ _ 0.350, _n_ 19.70 _ 10.95 31 _ 0- _ _615 342 _ _ 0 _ 0 _ ____0 _ -__ 0 11 W 151311-Owo-6 _ 0.099 n 0.00 0.00_ _ - 0 0 0 0 0 0 0 0 12F-0sw T 0.065 a 3.66 07-8 153 137 501 - 107 115 99 361 77 -G 10D-w 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 �--_G NYBTG Defau_I_t _ _ 0 350__e 19.70_ _ 40.92 _ _ 16 0 _ 317 _ _659 --16 _O _ __ 317 _ _ 6.59 W_ 15811-0wo-6 6-069 _e 0 00 _ 0 00 0--- 0 0 0 -0 _ 0 0 0 WI 12F-Osw _ 0.065 s 3.66 0.78 - 0 0 - 0 -0 83 83 _ 365 --- - 65 NYBTG Default 0.350 -s 1970 20.06 0 0 0 0 0 0 0 0 11J0.--_-_-•-- -- __-- 0.600--s-__ 0.00 _ --0.00- 0 _ ----0- -0- - --- 0-- - --0 -----0 W 15B11-0wo-6 0.099 s 0.00 0.00 0 0 0 0 0 0 0 0 L_-_G NYBTG__Default _ 0.350._s- _ _ 0 QO _ 0 00 0 _0 0- _0 _- 0 _. ._- 0- __ -. ,0 _ ---_0 W 12F-Osw - 0.065 w -368 0.76 0 0 0 0 0 0 0 O L-G .NYBTG-Default--_-- ----0.350-w_ __-19.7040.92--- -0----- 0 -----0 - -- 0 - .-__-__0 ----- _0--- __--0 .--_--_ -0 W 15B11-Owc-6 .0099 w 0.00 0 00 0 0 0 D 0 0 0 0 P 12C-Osw-- - 0.091 - 0.00 0.00 - 0 0 - 0 0 0 - - -0 - 0 --- 6 _ .-11.10 ------------_-- --- 0.600---n__ 000 _- 000----- _-- 0 _ _-- -0 _ - 0 ---0- -.O 0 --- --0 .0 C 16X30-Dv _ 0.408 237 0.63 287 287 _6.8.1 _ 18.1 157_ 157 371 99 19C-19csc - - - --- -- --- - -- - - - p- -- 0 049 ' --0.00 000 - -0 0- - 0 - - -0 --d - O -- -0 - - F 21A-28t 0 022 000 0.00 0 0 0 0 0 0 0 0 ------ ------ - - - -- - - - - - _ - - -- - - 6 c)AED excursion -216 8 Envelope loss/gain 3221 1579 1354 907 12 a) Infiltration 537 38 343 24 b) Room ventilation 0 0 0 0 13 Intemal gains* Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(fines 6 to 13) 3758 1617 1697 931 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3758 1617 1697 931 15 Duct loads 22% 11% 842 1781 229/0 11% 380 102 Total room load 4600 1795 2077 1033 Air required(cfm) 137 89 621 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF�tsoYtr 2018-Sep-14 Right-Sw2018-Sep-1416.02.14te®Universal 2018 18 0 27 RSU25790 Page 14 ...lue Horizon Bluffs\4790_Blue Honzon_Bluffs.rup Calc=MJ8 Front Door faces NE BUI yDIN G Right-M Worksheet Job: 1923 NEN'Y- sf Second Date: Sep 13,2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495.0289 Email Tom@nybtg com Web www NYBTG com 1 Room name Open to Below 2 Exposed wall 100 ft 3 Room height 90 ft heat/cool 4 Room dimensions 100 x 13 8 ft 5 Room area 137.5 ft2 Ty Construction U-value Or HTM Area (W) Load Area Load number (Btuh/ft;°F) (Btuh/ftj or perimeter (ft) (Btuh) or penmeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-Osw 0 065 n 3.66 0.78 0 0 0 0 V��I--G 1 OD-w 0 350 n 000 0.00 0 0 0 0 I—G 4A4-2owd 0.350 n 1970 1095 0 0 0 0 I___G NYBTG-Default 0.350- n 19.70 10.95 _0 0 0 o- 11 -11 W 15611-&c-6 0.099 n 0.00 0.00 0 0 0 0 ViU - 12F-Osw 0.065 a 3.66 078 0 0 0 0 L��G 1OD-w 0.350 a 0.00 0.00 0 0 0 0 _ NYBTG_Default 0 350 a 19_70_ _ 40.92 _ _ 0 _ 0 0 0 _ W __ 15611-0wo-_6_ _ _ _ 0.099 __e _0.0-0 0 00 ___ 0 0 0 _ 0 W 12F-Osw' '0 065 s 366 0.78 90 48 174 37 NYBTG Default 0.350 s 1970 20.06 42 0 837 852 11,10 __ 0.600-_s- 0.00 0.00 _ _0 0 _ 0 0 IW 151311-0wc-6 0 099 s 0.00 0.00 0 0 0 0 G._NYBTG Default 0 350 _ s 000 000__ _ 0 _ 0 0 0_ W 12F-Osw 0.065 w 3.66 0.78 0 0 0 0 NYBTG Default_. ____ _ 0.350 _w_ _. 1970 --4092 _- 0_ -_ 0 0 0 _ W__ 15611-0wo-__6_ 0.099 w_ 0.00 _ _ 0.00 0 0 0 _ 0 PI - 12C-Osw_ 0.091 - 000 0.00 0 0 0 0 �—D 11J0_-__ _ 0 600 n 000 - 000 .0 0- 0 0 C 16X30-Ow _ 0.408 2.37 063 138 138 _ 326 87 _ F_ _ 99C-19cscp _ 0.049 - _ 000 0.00 0- _ 0 0 _ 0 F 21A-28t 0.022 0.00 0.00 0 0 0 0 6 c)AED excursion 112 Envelope loss/gain 1336 1087 12 a) Infiltration 156 11 b) Room ventilation 0 0 13 Internal gains Occupants @ 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 1492 1098 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1492 1098 15 Duct loads 22% 11% 334 121 Total room load 1826 12191 1 Air required(cfm) 54 60 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +�+ wrtghtsottr 2018-Sep-14 16 02 14 Right-Suite®Universal 2018 18.0.27 RSU25790 Page 15 lue Horizon Bluffs\4790_Blue_Honzon_Bluffs rup Calc=MJ8 Front Door faces NE N First Floor 122 cfm 122 cfm 71 cfm 123 fm 123 cf Dining 7 7, Living X1 V11135 7 cfm fm 7„ 1 3 cfm Kitchen 7 139 6" Media 7 cfm Foyer Foyer 2 Powder Laundry 32 cfm 6 cfm 6 cfm Job #: 1923 New York Building Technology Group Scale: 1 :89 Performed by Tom Baccarella for: Pagel 4790 Blue Horizon Bluffs 159 Rt 25A Building 1 Suite B Rght-Sude®Universal 2018 596 Hampton Rd. Unit 1 Miller Place, NY 11764 18.0.27 RSU25790 Southampton, NY 11968 2018-Sep-14 16.02.29 Phone: -495-0289 ..ffs�4790 Blue_Honzon Bluffs.rup Phone (631)283-2051 Fax (631)283-6960 wyyyy,NYBTG.com Tom@nybtg.com admin@jdrarchRect.com N Level 2 F7BedlSitting Master Bed 108 cfm 137 cfm 7" 62 cfm 7„ Bath 1 6" 18 cfm \ x1 S 6 6 600 cfm 6 cfm 89 cfm 6 89 cfm Hallwa 62 cfm 6 Mas1.1 ter Bath Bed 2 60 cfm 34 cfm Open to Below 40 cfm Bath 2 WIC Job #: 1923 New York Building Technology Group Scale: 1 :89 Performed by Tom Baccarella for: Page 2 4790 Blue Horizon Bluffs 159 Rt 25A Building 1 Suite B Right-Sude®Universal 2018 596 Hampton Rd. Unit 1 Miller Place, NY 11764 201.0.2 R4 165790 02 29 Southampton, NY 11968 Phone 631-495-0289 p Phone: (631)283-2051 Fax (631)283-6960 ffs\4790 Blue_Honzon_Bluffs rup admin@jdrarchitect.com wwwNYBTG.Com Tom@nybtg Com N Basement Storage Wine 30 fm Theater Mech Hall 16 Ffl 80 cfm 80 cfm 440 cfm 88 cfm 16" 6" \ 6" 6. '6" 3 cif Bath 3 Game Room tl cfm 117 cfm 81 cfm Bed 3 Job #: 1923 New York Building Technology Group Scale: 1 :89 Performed by Tom Baccarella for: Page 3 4790 Blue Horizon Bluffs 159 Rt 25A Building 1 Suite B Rght-Suite®Universal 2018 596 Hampton Rd Unit 1 Miller Place, NY 11764 18 0.27 RSU25790 Southampton, NY 11968 Phone 631-495-02892018-Sep-14 16 02 29 bt Phone (631)283-2051 Fax:(631)283-6960 www.NYBTG.com Tom n com •••ffs\4790_Blue_Honzon_Bluffs rup admin@jdrarchitect.com @ Y g' Duct System Summa Job: 1923 NEW YORK a BUILDING Y Date: Sep 13,2018 ® I �1°�°-, Basement-future By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG.com Project Information For: 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.350/0.150 in H2O 0.350/0.150 in H2O Lowest friction rate 0.175 in/100ft 0.175 in/100ft Actual air flow 440 cfm 440 cfm Total effective length(TEL) 285 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 3 h 72 3 0 0.183 6.0 Ox 0 VIFx 32.0 160.0 st3 Bed 3 c 2677 .76 117 0.190 7.0 Ox 0 VIFX 44.5 140.0 st3 Game Room h 2032 81 66 0.175 6.0 Ox 0 VIFx 24.8 175.0 st3 Game Room-A h 2032 81 66 0.188 6.0 Ox 0 VIFX 11.8 175.0 st3 Hail h 2200 88 28 0.179 6.0 Oxo VIFx 20.5 175.0 st3 Storage h 744 30 2 0.176 6.0 0x0 VIFx 34.0 165.0 st3 Theater c 1825 41 80 0.240 6.0 Ox 0 VIFX 41.0 105.0 st3 Theater-A c 1825 41 80 0.191 6.0 0X0 VIFX 33.8 150.0 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 440 440 0.175 634 9.0 10 x 10 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 440 440 85.3 0.175 317 10.4 10x 20 VIFx Bold/italic values have been manually overridden wr ightsoft® 2018-Sep-14 16 02 15 m.. .,.o-am Right-Suite®Universal 2018 18 0 27 RSU25790 Page 1 Ank lue Horizon Bluffs\4790_Blue_Horizon_Bluffs rup Calc=MJS Front Door faces NE Duct System Summary Job: 1923 NEWYOfiK BUILDING Date: Sep 13,2018 iou voiou. First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www.NYBTG com -Project • • For: 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.40 in H2O 0.40 in H2O Available static pressure 0.20 in H2O 0.20 in H2O Supply/return available pressure 0.143/0.057 in H2O 0.143/0.057 in H2O Lowest friction rate 0.068 in/100ft 0.068 in/100ft Actual air flow 1173 cfm 1173 cfm Total effective length (.TEL) 296 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Dining h 2048 123 95 0.068 7.0 Ox 0 VIFx 37.3 175.0 st1 Dining-A h 2048 123 95 0.072 7.0 Ox 0 VIFx 48.3 150.0 st1 Foyer h 1600 96 50 0.070 6.0 Ox 0 VIFx 31.0 175.0 st1 Foyer 2 h 1943 117 65 0.081 7.0 Ox 0 VIFx 47.5 130.0 st1 Kitchen c 2713 47 135 0.081 7.0 Ox 0 VIFx 38.0 140.0 st1 Kitchen-A c 2713 47 135 0.077 7.0 Ox 0 VIFx 27.0 160.0 st1 Laundry C 1127 48 56 0.069 6.0 Ox 0 VIFx 43.3 165.0 st1 Living h 2023 122 83 0.072 7.0 Ox 0 VIFx 24.8 175.0 st1 Living-A h 2023 122 83 0.075 7.0 Ox 0 VIFx 16.0 175.0 st1 Ewing-B h 2023 122 83 0.111 7.0 Oxo VIFx 24.3 105.0 st2 Media c 2795 86 139 0.091 7.0 Ox 0 VIFx 17.3 140.0 st2 Media-A c 2795 86 139 0.082 7.0 Ox 0 VIFx 25.5 150.0 st2 Powder h 525 32 15 0.072 6.0 Ox 0 VIFx 24.0 175.0 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk St1 Peak AVF 879 812 0.068 703 14.2 '10 x 18 ShtMetl st2 Peak AVF 294 361 0.082 743 9.8 10 x 7 ShtMetl wrightsoft® 2018-Sep-14 16 02 15 Right-Suite®Universal 2018 18 0.27 RSU25790 Page 2 +A ,lue Horizon Bluffs\4790_Blue_Horizon_Bluffs rup Calc=MJ8 Front Door faces NE Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(In) Matl Trunk rb3 Ox 0 1173 1173 83.8 0.068 664 18.0 Ox 0 ShMt I -�- wrightsoft- 2018-Sep-1416.02:15 Right-Suite®Universal 2018 18 0 27 RSU25790 Page 3 ACLA .lue Horizon Bluffs\4790_Blue_Honzon_Bluffs rup talc=MJ8 Front Door faces NE Duct System Summary Job: 1923 NEW YOISK o BUILDING Date: Sep 13,2018 Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 6314950289 Email*Tom@nybtg.com Web www NYBTG.com Project • • For: 4790 Blue Horizon Bluffs, John David Rose 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.27 in H2O 0.27 in H2O Supply/return available pressure 0.206/0.064 in H2O 0.206/0.064 in H2O Lowest friction rate 0.082 in/100ft 0.082 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 331 ft Supply Branc h DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mad Ln (ft) Ln (ft) Trunk Bath 1 c 368 17 18 0.135 6.0 Ox 0 VIFx 12.3 140.0 st5 Bath 2 h 1151 34 20 0.111 6.0 Ox 0 VIFX 20.5 165.0 st5 Bed 1 h 3616 108 98 0.125 7.0 Ox 0 VIFX 15.3 150.0 st5 Bed 2 c 1805 42 89 0.164 6.0 Ox 0 VIFX 20.5 105.0 st5 Bed 2-A c 1805 42 89 0.119 6.0 Ox 0 VIFX 12.5 160.0 st5 Hal:Nay h 192 6 2 0.083 6.0 Ox 0 VIFx 18.8 230.0 st4 Master Bath h 2077 62 51 0.101 6.0 Ox 0 VIFx 29.3 175.0 st4 Master Bed h 4600 137 89 0.087 7.0 Ox 0 VIFX 27.0 210.0 st4 Open to Below c 1219 54 60 0.111 6.0 Ox 0 VIFx 20.0 165.0 st4 Sitting c 1255 59 62 0.117 6.0 0x0 VIFx 10.5 165.0 st4 WIC h 1336 40 21 0.082 6.0 0x0 VIFx 32.5 220.0 st4 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 358 286 0.082 515 9.8 10 x 10 ShtMetl st5 Peak AVF 242 314 0.111 566 8.7 10 x 8 ShtMetl wrightsoft`° 2018-Sep-14 16.02.15 A .w . wF• .,w-ate Right-Suite®Universal 2018 18.0.27 RSU25790 Page 4 ...lue Horizon Bluffs\4790_Blue_Horizon_Bluffs rup Calc=MJ8 Front Door faces.NE Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 600 600 78.5 0.082 340 18.0 Ox 0 VIFx i wrightsoft, 2018-Sep-14 16.02 15 A . , t.m�•s.,�� Right-Suite®Universal 2018 18.0.27 RSU25790 Page 5 ...lue Horizon Bluffs\4790 Blue_Honzon_Bluffs rup Calc=MJ8 Front Door faces NE REScheck Software Version 4.6.4 Compliance Certificate Project 4790 Blue Horizon Bluffs Energy Code: 2015 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,751 ft2 Glazing Area 21% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4790 Blue Horizon Bluffs John David Rose Tom Baccarella Peconic, NY 11978 John David Rose,Architect, P.C.AIA NY Building Technology Group 596 Hampton Rd. 159 Rt25a Unit 1 Building 1 Suite 4 Southampton, NY 11968 Miller Place, NY 11764 (631) 283-2051 631-495-0289 admin@jdrarchitect.com Tom@nybtg.com Compliance: P asses using UA trade-off Compliance. 10.0%Better Than Code Maximum UA: 520 Your UA: 468 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value R-Value U-Factor UJA Perimeter Floor over uncond:All-Wood Joist/Truss:Over Unconditioned Space 1,194 42.0 0.0 0.024 29 Basement Wall 1:Solid Concrete or Masonry 446 0.0 12.0 0.059 25 Wall height: 8.8' Depth below grade: 6.0' Insulation depth: 8.8' { Egress window:Wood Frame:Double Pane with Low-E 30 0.320 10 SHGC: 0.28 Wall 1:Wood Frame, 16" o.c. 3,060 21.0 0.0 0.057 138 Window 2:Wood Frame:Double Pane with Low-E 458 0.320 147 SHGC: 0.28 Glass Doors:Wood Frame:Double Pane with Low-E 166 0.340 56 SHGC: 0.28 Door 1:Solid 21 0.320 7 Sealed Attic: Cathedral Ceiling 2,233 42.0 0.0 0.025 56 Project Title: 4790 Blue Horizon Bluffs Report date: 09/12/18 Data filename: P:\NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs.rck Page 1 of10 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 4.6.4 and to comply with the mandatory requirem the REScheck Inspectio hecklist. Tom Baccarella-HERS Manager Name-Title Signature Dat t Project Title: 4790 Blue Horizon Bluffs Report date: 09/12/18 Data filename: P:\NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs.rck Page 2 of 10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ,Construction drawings and ❑Complies :Requirement will be met. 103.2 documentation demonstrate []Does Not [PR1]1 ;energy code compliance for the U ;building envelope.Thermal t ❑Not Observable envelope represented on # ❑Not Applicable ;construction documents. 103.1, :Construction drawings and ❑Complies ;Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 :energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable �j Systems serving multiple ❑Not Applicable ; ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, ;Heating and cooling equipment is Heating: 1 Heating: ;❑Complies ;Requirement will be met. 403.7 !sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 ;on loads calculated per ACCA I Cooling: Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ; ;❑Not Applicable Additional Comments/Assumptions: - 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 09/12/18 Data filename: P:\NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs.rck Page 3 of 10 Secticin Plans Verified Field Verified # Foundation Inspection Value, Value Complies? Comments/Assumptions & Req.ID 402.1.1 ;Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F0411 insulation R-value.Where interior: R_ R_ :❑Does Not :table for values insulation is used,verification j ;may need to occur during ;❑Not Observable Insulation Inspection. Not ; ❑Not Applicable ;required in warm-humid locations; ; ;in Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies ;Requirement will be met. [F05]1 :insulation installed per f' ❑Does Not manufacturer's instructions. € ❑Not Observable IE]Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See theEnvelopeAssemblies [F0611 insulation depth of burial or :❑Does Not ;table for values v ;distance from top of wall. ;pNot Observable ❑Not Applicable 303.2.1 jA protective covering is installed ? ❑Complies ,Exception: Requirement is [F011]z Ito protect exposed exterior ❑Does Not not applicable. i `'!insulation and extends a ; minimum of 6 in. below grade. ❑Not Observable , I ❑Not Applicable 403.9 ISnow-and ice-melting system ❑Complies ;Exception: Requirement is [FO12]2 controls installed. ❑Does Not :not applicable. V ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 09/12/18 Data filename: P:\NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs.rck Page 4 of 10 Section• Plans Verified Field Verified- # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FRl]1 ;❑Not Observable , ❑Not Applicable 402.1.1, !Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, iaverage). ,❑Does Not table for values. 402.3.3, 402.3.6, ;❑Not Observable ' 402.5 ! ;❑Not Applicable [FR2]1 i 303.1.3 ;U-factors of fenestration products ❑Complies :Requirement will be met. [FR4]1 are determined in accordance ❑Does Not ;with the NFRC test procedure or ,taken from the default table. I❑Not Observable ` ;❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier EComplies :Requirement will be met. [FR23]1 !installed per manufacturer's ;❑Does Not U ;instructions. ❑Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting ❑Does Not U ;AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 ?IC-rated recessed lighting fixtures J ❑Complies ;,Exception: Requirement is [FR16]2 I sealed at housing/interior finish ❑Does Not not applicable. and labeled to indicate :52.0 cfm F leakage at 75 Pa. ; ' ❑Not Observable ❑Not Applicable 403.2.1 :Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 ;insulated >= R-8 where duct is ! ❑Does Not v >= 3 inches in diameter and >= R-6 where< 3 inches.Supply and ` []Not Observable I return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for f ;diameter>= 3 inches and R-4.2 } !for<3 inches in diameter. i 403.3.3.5 I Building cavities are not used as ,. ❑Complies :Requirement will be met. [FR15]3 Iducts or plenums. ! " ❑Does Not I ; ' ❑Not Observable ! ' ! ❑Not Applicable 403.4 ? above 1105°Econveying on chilled f ❑ HVAC fluids uids R- R- ;❑Complies :Requirement will be met. Does Not �below 55°F are insulated to?R- ;❑Not Observable3. ; J ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies :Requirement will be met. [FR24]1 !piping. ❑Does Not ❑Not Observable I❑Not Applicable 403:5.3 Hot water pipes are Insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 i>_R-3. I :[]Does Not J ;❑Not Observable ;❑Not Applicable 4b3.6 ';Automatic or gravity dampers are J❑Complies ;Requirement will be met. [FR19]2 on on all outdoor air ❑Does Not Intakes and exhausts. ❑Not Observable IE]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 09/12/18 Data filename: PANYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs.rck Page 5 of 10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 09/12/18 Data filename: P:\NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs.rck Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Complies?omplies? Comments/Assumptions & Req.ID• " 303.1 IAII installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 ;orthe installed R-values El Does Not irovided. J ;p i,[]Not Observable ; J❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;see the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ; ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable ; 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 ;manufacturer's instructions and ❑Does Not [IN211 :in substantial contact with the ; V ❑Not Observable :underside of the subfloor, or floor 4 framing cavity insulation is in IE]Not Applicable ; contact with the top side of sheathing,or continuous insulation is installed on the j underside of floor framing and extends from the bottom to the :top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the :❑ Wood :❑ Wood :❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass E❑Not Observable [IN311 ;exterior,the exterior insulation ; V ;requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable ; ; 303.2 ;Wall insulatiori is installed per !❑Complies ;Requirement will be met. [IN411 ;manufacturer's instructions. (. ❑Does Not 6❑Not Observable [ i❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12,1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 09/12/18 Data filename: P:\NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs.rck Page 7 of10 Sectimn Plans fied Comments/Assumptions Verified Field Veri # Final Inspection Provisions Value Value Req.IComplies? & D 402.1.1, ;Ceiling insulation R-value. R- R- !❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not tab/e for values. 402.2.2, ;❑ Steel ;E] Steel ;❑Not Observable 402.2.6 ❑ [FI1]1 ; Not Applicable 1 , , , 1 1 f 303.1.1.1,;Ceiling insulation installed per f❑Complies ;Requirement will be met. 303.2 ;manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every :300 ft2. []Not Observable i❑Not Applicable 4402.2.3 ;Vented attics with air permeable ❑Complies :,Exception: Requirement is [FI22]2 1 insulation include baffle adjacent ❑Does Not :not applicable. Ito soffit and eave vents that extends over insulation. IE]Not Observable ; ❑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. ;❑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 :ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ;❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies :Requirement will be met. [FI4]1 I cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ; ;handler @ 25 Pa. For rough-in ;❑Not Observable ; tests,verification may need to ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 !determine air leakage with ftz ft2 ;❑Does Not either: Rough-in test:Total < leakage measured with a ❑Not Observable ipressure differential of 0.1 inch ❑Not Applicable ; w.g.across the system including ;the manufacturer's air handler 'enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a ; !pressure differential of 0.1 inch ; I w.g.across the entire system ; , 1 :including the manufacturer's air , handler enclosure. 403.3.2.1 ;Air handier leakage designated ❑Complies ;Requirement will be met. [FI2411 :by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable , ❑Not Applicable 1 403.1.1 i Programmable thermostats ❑Complies :Requirement will be met. [Fl9]2'- i installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to )code specifications. ❑Not Applicable ; 403.1.2 ',Heat pump thermostat installedJ❑Complies !Exception: Requirement is [FI10]2' on heat pumps. ❑Does Not not applicable. ❑Not Observable i❑Not Applicable 403.5:1 Circulating service hot water }❑Complies ;Requirement will be met. [Fl11]2 systems have automatic or ❑Does Not accessible manual controls. s J❑Not Observable g❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 09/12/18 Data filename: P:\NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs.rck Page 8 of 10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403:6.1 i All mechanical ventilation system ❑Complies :Requirement will be met. [F125]2 (fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy t I and air flow limits. ❑Not Observable ! I HNot Applicable 403.21 Hot water boilers supplying heat �❑Complies :Requirement will be met. [F126]2 !through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water j ❑Not Observable {temperature based on outdoor y ❑Not Applicable 1 temperature. t 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 r j return pipe or a cold water supply []Not Observable pipe.Gravity and thermos- ❑Not Applicable 1syphon 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 f6r hot water exists. 403.5.1.2,!Electric heat trace systems t❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL f❑Does Not :not applicable. 515.Controls automatically adjust the energy input to the J❑Not Observable C heat tracing to maintain the `J❑Not Applicable desired water temperature in the piping, z 403.5.2 Mater distribution systems that ❑Complies ;,Exception: Requirement is [F130]2 !have recirculation pumps that ❑Does Not :not applicable. - pump water from a heated water ; supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a I demand recirculation water 'system. Pumps have controls I that manage operation of the c 1 pump and limit the temperature f j of the water entering the cold water piping to 1049F. , 403.5.4 }Drain water heat recovery units ❑Complies ;Exception: Requirement is [F[31]2 ` 'tested m accordance with CSA !❑Does Not j not applicable. 655.1. Potable water-side t pressure loss of drain water heat ❑Not Observable 'recovery units<3 psi for ❑Not Applicable ; individual units connected to one t j or two showers. Potable water- side pressure loss of drain water }heat recovery units< 2 psi for individual units connected to 4three or more showers. I 404.1 ;75%of lamps in permanent ❑Complies ;Requirement will be met. [FI611 fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. !" IE]Not Applicable 404.1,1 ;Fuel gas lighting systems have J❑Complies ;Exception: Requirement is [FI23]3 !no continuous pilot light. t I❑Does Not ;not applicable. co) ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 09/12/18 Data filename: P:\NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs.rck Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 {Compliance certificate posted. ; ❑Complies ;Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ; ❑Not Applicable 303.3 ;Manufacturer manuals for i❑Complies :Requirement will be met. [FI18]3 :mechanical and water heating ❑Does Not ;systems have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 09/12/18 Data filename: P:\NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs.rck Page 10 of 10 APPROVED AS NOTED Blower door and ductwork DATE: B.P."# S testing required. FEE At l bBY: NOTIFY. BUILDING DEPAR AT 765-1802 8 AM TO 4 PM FOR THE Must provide Manuals FOLLOWING INSPECTIONS: P 1. FOUNDATION - TWC REQUIRED D, J and S as per FOR POURED CONCRETE NYS Energy Code 2. ROUGH -'FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. TRUSS PLACARDING REQUIRED ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. DO NOT PROCEED WITH FRAi,f ING UNTIL SURVEY OF FOUNDATION LOCATION, ,HAS BEEN APPROVED. , 'S COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES PLUMBING AS REQUIRED AND CONDITIONS OF 3ALL•PLUMBING WASTE 1-: ',WATER,LINES NE17D 'S6UfH6t T IMI gtFORE COVERING RD ELECTRICAL SOUTHOLD TOWN TRUSTEES INSPECTION REQUIRED- N.Y.S.DEC PLUMBER CERTIFIC;A71uf,1' ON LEAD CONTENT BEFOR OCCUPANCY OR CERTIFICATE OFOCCUPAb.. SOLDER USED IN WATER USE IS UNLAWFUL SUPPLY SYSTEM CANNO WITHOUT CERTIFIEXCEED 2/10 OF 1% LEAD OF OCCUPANCY All exterior lighting installed,replaced or DRAINAGE INSPECTIONS ARE REQUIRED repaired shall conform Contact TOS Engineering at 765.1560 before to Chapter 172 Backfill,OR Provide Engineer's Certification ®f the Town Code that the drainage has been installed to Code. BLD.DEP.: 09-25-1 C REB1 .41 L Ll _jVl_ Nj...ld PROPOSED RESIDENCE GENERAL NOTES OALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTOR THE ENTIRE PREMISES(AREA OF WORK)INSIDE AND OUT SHALL BE NAILING SCHEDULE SHALL BE AS PER THE LATEST EDITION OF THE AMERICAN ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED ANY ALTERATION,REPAIR,ADDITION OR CONVERSION TO AN EXISTING DWELLING REQUIRING A AND PRIOR TO ORDERING MATERIALS. 13 CLEANED OF ALL DEBRIS AND EXCESS MATERIAL AT THE END OF EACH 27 WOOD COUNCIL,WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND-TWO 41 AS REQUIRED BY THE THE LATEST EDITION OF THE INTERNATIONAL 53 BUILDING PERMIT REQUIRES THAT ALL SLEEPING ROOMS IN THE HOUSE BE UPGRADED WITH A HARD WORKING DAY. FAMILY DWELLINGS,PRESCRIPTIVE METHOD. BUILDING CODE,NEW YORK STATE UNIFORM CODE SUPPLEMENT. CAST PIPE WIRED AND INTERCONNECTED SMOKE ALARMS. O DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SHALL CONFORM WITH THE LOCAL CODE REQUIREMENTS AND BE SCALED DIMENSIONS. O THE CONTRACTOR SHALL PROVIDE SAFETY BARRICADES TO PROTECT O PLYWOOD SHEATI LING TO BE NAILED AS PER THE AMERICAN WOOD COUNCIL,WOOD ASSEMBLED WITH APPROVED JOINTS,PIPE SUPPORTS AND CLEANOUTS. GARAGE DOORS TO BE RATEb FOR 140 MPH. WIND LOAD. 2 * 14 PERSONS FROM INJURY.THE ARCHITECT DOES NOT ASSUME 28 FRAME CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS, ALL WORK SHALL BE DONE BY LICENSED PLUMBERS. 54 OSTRUCTURAL STEEL TO BE ASTM 36 WITH 1 COAT OF EPDXY PAINT, RESPONSIBILITY FOR THE SAFETY PRECAUTIONS TAKEN ON SITE PRESCRIPTIVE METHOD. DETAILED AND FABRICATED AND ERECTED PER A.I.S.C. ALL FASTENERS CONTRACTOR SHALL SUBMIT MANUFACTURERS CUTS AND HEATING AND COOLING DESIGNS SHALL COMPLY WITH A.S.H.R.A.E 55 BRIDGING TO BE PROVIDED FOR ALL JOIST,SPACING NOT TO EXCEED 8'-0". TO BE ASTM A-325 BOLTS,Y"DIAMETER. 15 SPECIFICATIONS ON ALL ITEMS,WINDOWS,STAIRS,VANITIES,KITCHEN 29 THE TOP AND BOTTOM EDGES OF CONVENTIONAL JOISTS MAY BE NOTCHED 42 STANDARDS. CABINETS,DOORS, AND OTHER ARCHITECTURAL ITEMS SUBJECT TO O NOT TO EXCEED 2 INCHES. 56 PROVIDE STAINLESS STEEL HARDWARE WHEN IN CONTACT WITH ANY TREATED LUMBER N 4 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST APPROVAL BY THE ARCHITECT. ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE NATIONAL O ' O EDITION OF THE AMERICAN WOOD COUNCIL,WOOD FRAME CONSTRUCTION ALL WIND LOAD CONNECTIONS SHALL BE ATTACHED WITH"SIMPSON"STRONG-TIE 43 � O ELECTRIC CODE AND WORK SHALL BE DONE BY LICENSED ELECTRICIANS. 00 MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS,PRESCRIPTIVE METHOD. ALL CONCRETE TO BE A MINIMUM 3000 PSI 28 DAYS UNLESS OTHERWISE 30 CONNECTORS AS PER THE THE AMERICAN WOOD COUNCIL,WOOD FRAME 57 WHEN NAILING SHE ATHING/SUB FLOOR CONTRACTOR TO SNAP CHAULK LINES TO LOCATE NAILER TO N THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE,NEW YORK 16 NOTED ON THE DRAWINGS.NO CONCRETE SHALL BE PLACED WHEN CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS,PRESCRIPTIVE ASSURE ALL NAILS/SCREWS HAVE FULL PENETRATION INTO THE FRAMING MEMBER. REMOVE ALL STATE UNIFORM CODE SUPPLEMENT AND CODES OF VILLAGES AND TEMPERATURES ARE LESS THAN 40 DEGREES F.COLD WEATHER CONCRETE M METHOD. FIREPLACE FOOTINGS FOR MASONRY FIRE PLACES SHALL EXTEND 6"AWAY FASTNERS THAT DO NOT HAVE 1007.PENETRATION. TOWNS AND ALL OTHER AUTHORITIES HAVING JURISDICTION OVER THIS SHALL BE PERFORMED WITH WRITTEN AUTHORIZATION FROM THE 0FROM THE FOUNDATION WALLS ON ALL SIDES AND SHALL BE A MINIMUM F-0" WORK. ARCHITECT AND EXECUTED BY ACCEPTABLE STANDARDS AND PROCEDURES THICK. W z AS DEFINED BY THE A.C.I. ALL PRE-ENGINEERED LUMBER SHALL BE TRUS-JOIST TJI SERIES WOOD 1 BEAMS58 THE CONTRACTOR SHALL PROVIDE WORKERS WHO ARE FULLY SKILLED AND TRAINED IN THAT PORTION OF O 31 AND LVL PRODUCTS OR EQUAL. ALL JOISTS,GIRDERS AND HEADERS SHALL HAVE, PROVIDE FIRE SMOKE DETECTION SYSTEM AS PER THE LATEST EDITION OF THE WORK FOR WHICH THEY ARE CONTRACTED. x O FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON UNDISTURBED SOIL BEARING STIFFENERS INSTALLED AS PER MFRS. RECOMMENDATIONS. WEB 45 a THE INTERNATIONAL BUILDING CODE,NEW YORK STATE UNIFORM CODE 5 ANY DISCREPANCIES IN THE DRAWINGS SHALL BE REPORTED TO THE ARCHITECT 17 SHALL HAVE SOILS OF A MINIMUM OF 2 TONS A SQUARE FOOT,AND STIFFENERS SHALL BE REQUIRED AT ALL LOAD BEARING POINTS AT A MIN. A SUPPLEMENT. LOCATE SMOKE DETECTORS ADJACENT TO ALL SLEEPING IN WRITING PRIOR TO THE COMMENCEMENT OF WORK. FOOTINGS SHALL HAVE A MINIMUM OF 4'-0"OF COVER. SINGLE 1 %"LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS.HANDLING, SPACES AND HEAT DETECTORS AT KITCHEN AND ATTIC SPACES. * 59 CONTRACTOR SHALL ONLY EMPLOY WORKERS WHO HAVE PROPER WORKING STATUS IN THE UNITED STORAGE AND ERECTION OF COMPONENTS SHALL BE AS PER MFRS. CARBON MONOXIDE ALARMS SHALL NOT BE LOCATED WITHIN OR NEAR STATES OF AMERICA. OCONTRACTOR SHALL ARRANGE FOR ALL NECESSARY INSPECTIONS INCLUDING THE CERTIFICATE OF OCCUPANCY. * 18 NO TRUCKS,BULLDOZERS OR HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN RECOMMENDATIONS. OPENINGS TO GARAGES,BATHROOMS OR FURNACE ROOMS.CARBON O MONOXIDE ALARMS SHALL ALSO NOT BE LOCATED OR NEAR LOCATIONS 10 FEET OF FOUNDATION WALL UNTIL SUPERSTRUCTURE HAS BEEN ERECTED. 60 CONTRACTOR TO BE HELD RESPONSIBLE FOR REMOVAL OF ALL HAZARDOUS MATERIALS, INCLUDING BUT SPECIFIED IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 32 ALL STRUCTURAL WOOD SHALL BE KEPT 2"CLEAR FROM CHIMNEYS. NOT LIMITED TO ASBESTOS,FOSSIL FUELS,BENZINES,ETC. PROVIDE ON SITE INSPECTIONS OF REMOVAL BY O PROTECTING ALL WORK DURING CONST;�UCTION AGAINST BREAKAGE, 19 FOOTINGS SHALL NOT BE SET IN GROUNDWATER,ALERT ARCHITECT IF ATTIC FANS SHALL BE EQUIPPED WITH AN AUTOMATIC SHUT OFF IN THE GROUNDWATER CONDITION EXIST BEFORE CONSTRUCTION TAKES PLACE. EVENT OF A FIRE. ALL SYSTEMS SHALL BE APPROVED BY THE LOCAL FIRE AUTHORITIES OR AGENCIES HAVING JURISDICTION OVER WORK.CONTRACTOR SHALL FURNISH MANIFEST DAMAGE,COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO MARSHALL,HAVING JURISDICTION OVER THIS PROJECT. THAT THE REMOVED MATERIAL WAS DISPOSED OF AT A DULY LICENSED FACILITY AUTHORIZED FOR ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OFy"DIA GALVANIZED MACHINE ACCEPTANCE OF SUCH MATERIAL. APPLICABLE CODES,STANDARDS AND GOOD PRACTICE. 33 THE CONTRACTOR SHALL PERFORM ALL EXCAVATION AND DEWATERING SO AS O BOLTS AT 12"O.C.STAGGERED. * 46 ALL MECHANICAL DUCT WORK SHALL BE IN COMPLIANCE WITH A.S.H.R.A.E. STANDARDS AND BE FULLY INSULATED, FLEXIBLE DUCT SHALL NOT EXCEED 20 TO PREVENT ANY DISTURBANCES TO THE BEARING STRATA OF SOIL. LENGTHS OF 10 FEET AND SHALL HAVE NO CRIMPS IN RUN OF DUCT. ALL 8 CONTRACTOR SHALL DISCONNECT,CAP AND REROUTE ANY EXISTING FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS *0 ALL EXTERIOR TRIM WORK TO BE INSTALLED AS PER MFR REQUIREMENTS. INSTALLATION SHALL INCLUDE SUPPLY AND RETURNS SHALL BE DUCTED,PROVIDE 1"ACOUSTICAL LINER. BACK FILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL THE 34 O WATER,SANITARY OR UTILITY LINES IN EXCAVATION AREAS. IN AREAS OF TO GIRDER CONNECTIONS. THE USE OF INTERNAL DUCT LINERS SI-TALL BE PROHIBITED. GLUED WEATHER JOINTS, PRIM ING/BACKPR]MING AT ALL UNFINISHED EDGES AND PROVER FINISH COATS UNDERGROUND UTILITIES AS INDICATED BY"SOUND OUT"IF ANY UTILITIES *0 CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO RESIST SUCH LOADS OR ARE SUSPECTED BEING BROKEN OR DAMAGED THIS CONTRACTOR WILL FOUNDATION WALL HAS BEEN LATERALLY BRACED. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS,STAIRS,ETC.)OR AS NOTED CONTRACTOR SHALL FURNISH ARCHITECT WITH SHOP DRAWINGS FOR REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR THE 35 PROPER INSPECTION OF THIS WORK. ALL WOOD FRAMING, INCLUDING JOISTS,BEAMS, POSTS,STUDS,ETC,TO BE ON THE DRAWINGS. 47 MECHANICAL, PLUMBING... FOR APPROVAL PRIOR TO INSTALLATION. 62 ALL WINDOWS AND DOORS SHALL BE INSTALLED AS PER MFR. REQUIREMENTS. COMPANY REPRESENTATIVE TO 22 GRADE STAMPED DOUG-FIR-LARCH STRUCTURAL GRADE,NUMBER 1 OR VERIFY ALL INSTALLATIONS. PROVIDE 1GOZ L.C.C. PANS WITH BACK DAM AT ALL OPENINGS. ALL WINDOWS TO DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ASPHALT ROOFS SHALL BE INSTALLED WITH A MINIMUM OF 6 NAILS PER HAVE 16 OZ. L.C.C.PANS WITH BACK DAM OR AS AND OPTION JAMSILL GUARD BRAND WINDOW SILL PAN BETTER, F6=1000PS1 MINIMUM. 00 THE THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET THE LOCAL O ON THE DRAWINGS. 48 SHINGLE IN HIGH WIND LOADING ZONES.CEDAR SHINGLE ROOFS TO BE FLASHING. ALL W[1`!,D,CiW AND DOOR CASINGS SHALL BE BACK PRIMED PRIOR TO INSTALLATION. rn INSTALLED AS PER N.Y.S.B.C. 8905.7.4 COORDINATE WITH WINDOW AND DOOR SCHEDULE FOR STAIN GRADE UNIT LOCATIONS IF APPLICABLE. O FIRE DEPARTMENTS REQUIREMENTS AND REGULATIONS,PROOF OF WHICH SHALL 23 ALL SHEATHING TO BE APA,RATED EXPOSURE 1,%"MINIMUM BE FURNISHED TO THE FIRE MARSHALL PRIOR TO THE INSTALLATION OF SUCH O THICKNESS. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH"SIMPSON"STRONG-TIE MATERIALS AND PRODUCTS. 37 CONNECTORS AS PER THE AMERICAN WOOD COUNCIL,WOOD FRAME AT PROJECT CLOSE OUT CONTRACTOR SHALL FURNISH ARCHITECT WITII G3 GRADING SHALL SLOPE AWAY FROM NEW CONSTRUCTION AND BLEND INTO EXISTING CONTOURS Q 010 4 ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR EXPOSURE 1, CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS,PRESCRIPTIVE 49 OPERATION MANUAL FOR ALL SYSTEMS IN THE HOUSE INCLUDING PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW O Y METHOD. MINIMUM THICKNESS, ALL EDGES OF PLYWOOD TO BE SET ONMANUFACTURERS EQUIPMENT CUTS AND WARRANTIES. O AREAS, INSTALL AND REMOVE (AFTER COMPLETION)ALL TEMPORARY SOLID BLOCKING,GLUT; AND SCREW PLYWOOD SUB-FLOORING TO DURING CONSTRUCTION, A TEMPORARY STAIRWAY SHALL BE PROVIDED FOR SAFE, CONTRACTOR SHALL OBTAIN ALL INSURANCE NECESSARY TO PROTECT W SUPPORTS,HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL LOADS FLOOR JOIST. * 38 CONTINUOUS TRAVEL TO ALL LEVELS OF THE STRUCTURE.THIS STAIR'vUAY WILL 50 64 DIMENSIONS TAKLN TO FACE OF FRAMING,CONCRETE,OR CENTERLINES OF STEEL AS INDICATED ON PLAN OR 00 z AND PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND INCLUDING DUST. ALL HEADERS F-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE FOLLOW THE DESIGN CONFIGURATION INDICATED ON THE CONSTRUCTION ARCHITECT AND OWNER. OTHERWISE NOTED. l� 25 UPRIGHTS,9'-0"AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A DOCUMENTS.STAIRWAY SHALL COMPLY WITH O.S.H.A.STANDARDS AND FLASH,CAULK AND SEAL ALL JUNCTIONS OF NEW ROOFS,WALLS AND MINIMUM OF 2(2X8)OR AS SHOWN ON THE DRAWINGS. REGULATIONS AND ALL AUTHORITIES HAVING JURISDICTION OVLR THIS PROJECT. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED 11 PENETRATIONS TO FORM A WAD EXTEND AT LEAST 1TERTIGHT ASSEMBLY A ABOVE LL LNG TO INTERSECTING SOLID BLOCKING SHALL BE PROVIDED 51 AND BUILT IN ACCORDANCE WITH THE SUFFOLK COUNTY DEPARTMENT OF 65 BE ORDERED PRIOR SUBMITNTRACTOR TO APPROVAL +DOOR SHOP DRAWINGS TO ARCHITECT FOR APPROVAL.NO UNITS SHALL A, 160Z LEAD COATED COPPER AN FOR ALL JOISTS AND FLOOR BEAMS AS ALL FINISH MATERIALS TO BE PLACED IN HOUSE WITH CLIMATE CONTROLLED HEALTH. SURFACES. 2G PER THE LATEST EDITION OF THE AMERICAN WOOD COUNCIL,WOOD FRAME 39 ENVIRONMENT AS PER MFR. RECOMMENDATIONS AND REQUIREMENTS BEFORE CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS, INSTALLATION. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. w ° THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET THE LOCAL PRESCRIPTIVE METHOD,OR AS NOTED AT 8'-0"O.0 MIN. PROVIDE 2"SPACE FOR 12 52 FIRE DEPARTMENTS REQUIREMENTS AND REGULATIONS, PROOF OF WHICH SHALL AIR CIRCULATION IN ROOFS. THE CONTRACTOR TO INSTALL FINISHED FLOORING AFTER FLOOR INSULATION HAS BEEN '�� O BE FURNISHED TO THE FIRE MARSHALL]PRIOR TO THE INSTALLATION OF SUCH 40 INSTALLED. MATERIALS AND PRODUCTS. ~ w Q CALLED SITE LOCATION / N.T.S KEY PLAN / N.T.S MATERIAL INDEX SYMBOL INDEX N.Y.S. CODE CRITERIA LIST OF DRAWIN W ° NORTH BASED ON MAP PROVIDED BY GOOGLE MAP BASED ON SURVEY PROVIDED BY: YOUNG&YOUNG �� w co Lo DETAIL NUMBER DESIGN IN ACCORDANCE WITH THE LATEST ADDITION OF Q EARTH THE AMERICAN WOOD COUNCIL WOOD FRAME GENERAL A-0.1 TITLE SHEET SHEET NUMBER CONSTRUCTION MANUAL FOR ONE&TWO STORY FRAMING A-0.2 RISER DIAGRAM w (Z DWELLINGS,PRESCRIPTIVE METHOD OF THE LATEST EDITION ' v( �� COMPACTED GRANULAR MATERIAL OF THE INTERNATIONAL BUILDING CODE,NEW YORK STATE ` U °► �'�� SECTION LETTER UNIFORM CODE FLOOR PLANS A-1.0 BASEMENT PLAN CONCRETE SHEET NUMBER - • R PLAN A 1 1 FIRST FLOG O F SUPPLEMENT&CODES OF USAGE,TOWNS& ALL OTHER A-1.2 SECOND FLOOR PLAN W �" W \� AUTHORITIES HANGING JURISDICTION OVER THIS PROJECT. W A-1.3 ROOF PLAN CONCRETE BLOCK ELEVATION NUMBER Z N r, ® ELEVATIONS A-2.1 S-E ELEVATIONS w USE AND OCCUPANCY R-3 SINGLE FAMILY � Q ~ � SHEET NUMBER A-22 N-W ELEVATIONS lk, w �, CLASSIFICATION: DWELLING SECTION 310Pay)�. 7 STEEL RESIDENTIAL GROUP RLLJ \ O SECTIONS DOOR NUMBER l ' A 3 1 SECTION A A C� C Co "* A-3.2 SECTION B-B �n�y ° 47K. =Bltve Horu*n 0,,Jxt ALUMINUM HEIGHT AND ALLOWED 3 $ ` • �` WINDOW TYPE FIRE AREA: STORIES,UNLIMITED • z Q 7 FINISH WOOD CONSTRUCTION A-5.1 FIRE PLACE DETAILS DETAILS A-5.2 PORCH DETAIL «</// p0., z REVISION TYPE OF TYPE 5-B A-5.3 FOUNDATION WALL ® ROUGH WOOD CONSTRUCTION: WOOD FRAMING A-5.4 FOUNDATION WALL DETAILS F '3yR ��� — CENTER LINE A-5.5 STRAPPING DETAILS a WIND SPEED DESIGN: 140MPH(3 SEC GUST) A-5.6 STRAPPING DETAILS BATT INSULATION 0.00 SPOT ELEVATION A-5.7 LADDER DETAIL DETAILS DRAWN BY: ' RIGID INSULATION EXPOSURE CATEGORY C(COASTAL) A-5.9 GENERALTJI SPECS. mcM $ LEVEL LINE ELEVATION (WIND}. A-5.10 AREAWAY DETAIL SAND ��L�ED ARCy'T �s WEATHERING AREA: SEVERE ��'� �oAVio�, �o Avon^:prsne: € ts:• �:,>;.pa,a ,'r�sr- ter;. �� - RELATIVE TO DATUM l � o ® ELECTRICAL �'"" � gR CERAMIC TILE SEISMIC E-1.0 BASEMENT FLOOR-ELECTRICAL l y — — — — HIDDEN WORK OR WORK DESIGN CATEGORY: CATEGORY B r V J °,,Q, TO BE REMOVED E-1.1 FIRST FLOOR PLAN-ELECTRICAL > E- GYPSUM BOARD E-1.2 SECOND FLOOR PLAN-ELECTRICAL s /'o.02*9 .� .,., SPRINKLERED: NON-SPRINKLERED T�TFOF NE4N'(oe Go P!e ACOUSTICAL TILE PROPOSED CONSTRUCTION CHECKED BY: §� TERMITE AREA: MODERATE TO HEAVY GRAVEL OR STONE FILL EXISTING CONSTRUCTION DECAY AREA: SLIGHT TO MODERATE GENERAL Y �p1Wo� TO REMAIN WINTER DESIGN TEMP: 11 SCALE: NONE A0 . 1 2018 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE. ARCHITECT P.C.. A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW. STATUTORY AND OTHER RESERVED RIGHTS. INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS. FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. (C ENERGY DESIGN CRITERIA: BLD.DEP.: 09-25-1 SANITARY RISER DIAGRAM NOT TO SCALE REScheck Software Version 4.6.4 1 PIPING RUNS ARE DIAGRAMMATIC. CONTRACTOR SHALL FURNISH ALL HANGERS, 3 CLEANOUTS SHALL BE PROVIDED AND INSTALLED AT ALL CHANGES OF Compliance Certificate O FITTINGS, VALVES, CLEAN OUTS & OTHER ITEMS NECESSARY TO MAKE A COMPLETE O DIRECTION OF HORIZONTAL WASTE p S PIPING AND AT THE BOTTOM OF ALL OPERATING SYSTEM IN FULL CONFORMANCE WITH THE LATEST EDITION OF THE VERTICAL LINES & WHERE SHOWN OR REQUIRED. INTERNATIONAL PLUMBING CODE, NEW YORK STATE UNIFORM CODE SUPPLEMENT AND Project 4790 Blue Horizon Bluffs ALL OTHER AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 4 ALL WASTE LINES SHALL BE CAST IRON, VENTING SHALL BE COPPER. Energy Code: 2015 IECC ALTERNATE MATERIALS MAY BE USED WITH APPROVAL BY ARCHITECT, Location; Peconic,New York LOCAL JURISDICTION AND IF IT MEETS THE STANDARDS OF THE LATEST Construction Type: Single-familyO THE PLUMBING CONTRACTOR SHALL COORDINATE THE ACTUAL Pro)ectType: New Construction 2 EDITION OF THE INTERNATIONAL PLUMBING CODE. Conditioned Floor Area: 4,751 ft2 LOCATION OF THE SANITARY SYSTEM & WATER CONNECTIONS AS Glazing Area 21.%a PER FIELD CONDITIONS. Climate zone: 4 (5572 HDD) Permit Date: O Permit Number: ALL C.O.'S LOCATED IN ACCORDANCE WITH THE LATEST EDITIONOF THE Construction Site: Owner/Agent: Designer/Contractor: O DOMESTIC HOT WATER SYSTEM SHALL HAVE RETURN LINE TO HOT WATER INTERNATIONAL PLUMBING CODE, NEW YORK STATE UNIFORM CODE 4790 John David Rose Tom Baccarella Pec niicue Horizon NY11978Bluffs John David Rose,Architect,P.C.AIA NYB ildngTechnologyGroup HEATER WITH CIRCULATING PUMPS AT RETURN SIDE. SUPPLEMENT AND ALL OTHER AUTHORITIES HAVING JURISDICTION OVER Unit Hampton Rd. 159 Rtg I THIS PROJECT. Uoitl Milldn Place,NY WHEN ICE MAKING EQUIPMENT IS PROVIDED, DRAIN LINES FOR Southampton,NY 11968 Miller Place,NY 11764 6 admin@Jidrairchitect.com 631.495-0289 ybtg.c CONDENSATE SHALL HAVE MINIMUM 1" AIR GAP TOP AND BOTTOM admin@jdrarchitect.com Tom@nybig.com O PROVIDE ENLARGER THROUGH ROOF AS REQUIRED AND DRAIN SHALL BE TRAPPED. oil 1. 1 Compliance: 10.0%Better Than Code Maximum UA: 520 Your UA: 468 Maximum SHGC: 0.40 Your SHGC: 0.28 The%deter or Worse Than Code index reflects how dose to compliance the house B based on code trade-Mf Mes, lO HOT WATER TEMP. AT FAUCETS SHALL NOT EXCEED it DOES NOT provide anestimate of energy use orcost relativetoaminimum-code home. O WHEN WASHERS ARE PROVIDED, PROVIDE PAN WITH DRAIN. TRAPPED. 110 DEGREES FAHRENHEIT.( 43 DEGREES CELSIUS) FOR Envelope Assemblies HAND WASHING AT LAVATORIES. / Floor over uncond:All-Wood joist/Truss:Over Unconditioned Space 1,194 42.0 0.0 0.024 29 Basement Wall 1:Solid Concrete or Masonry 446 0.0 12.0 0.058 25 1'-8" THRU ROOF (TYPICAL) C--) 1 Wall height:8.8' Depth below grade:6.0' Insulation depth:8.8' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ ROOF 00 N Egress window:Wood Frame:Doubie Pane with Low-E 30 0.320 10 SHGC:0.28 I co Wall 1:Wood Frame,16•o.c. 3,060 21.0 0.0 0.057 138 I CD I v Window 2:Wood Frame:Double Pane with Low-E 458 0.320 147, ( W SHGC:0.28 I Z Glass Doors:Wood Frame:Doubie Pane with Low-E 166 0.340 56 I O SHGC:0.28 Door 1:Solid 21 0.320 7 ¢ 4 4" 1 0. Sealed Attic:Cathedral Ceiling 2,233 42.0 0.0 0,025 56 r Compliance Statement: The proposed building design described there is consistent with the building plans,specifications,and other. I calculations submitted with the permit application.The proposed(building has been designed to meet the 2015 IECC requirements In1 _� ATTIC FLR REScheck Version 4.6.4 and to comply with the mandatory require iT + the REScheck Inspect io hecklist. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - BATH-1 BATH-2 2__ MASTER BATH Tom Baccareila-HERS Manager Name-Title _., Signature ...................._...._......- 1 - 2" I I I I I r I I I 1 Project Title:4794 Blue Horizon Bluffs Report date; 09/12/16 I T----, I I I I I I I 1 ���� 1 Data filename:P:\NYB1'G WORKFLOW`4790 Blue Horizon Bluffs14790_Blue_Horizon_BluffS.rck Page I Df10 WLC. LAVI ISHWR. i W.P. LAVI TUB I I I SBWR.1 iW.C. LAVI LAV I TUB 1 I0 lamp 11111POP ID o 1 1 o l0 I ENERGY STATEMENT: -- _ _ _ _ _ _ _ _ _JC _ I I _ _ _ " I - I _ _ _ _ - I 1 I - _ - _ - _ - _ } _ 2ND FLR 2" 8" 1 2" 3" 1 2" J I 3" ¢• 2" 3" 1 1 I LAUNDRY I 1 I BATH-4 --r----- -_--J j KITCHEN j KITCHEN I I I 1 i ISLAND 1 2"____.r- 4 POWDER 42.1 1 1 1 I 1 1 1 I I LAVI WLC �SHWR. W.C. LAV4 WSH. S. *1 jLAV.S.S. j a. D.W. SINK 6'IIfK D.W. ICEMAKER 1'-s" THRU ROOF F.D.dc JOHN DAVID ROSE ARCHITECT ' I 1 - I - - - - - - - - - v - - - - - - - - - 1 I 1 IST FLR - _ _ _ ROOF _ __ SQUARE FOOTAGE ASSESSMENT C0' 2" ¢• 3" ¢• 2" C.O. FD 3" ¢• 2" 2" 3• � I POOLHOUSE P'OOLHOUSE rn 4"OC.I. ® Y/FT c.o. 1 C.o. BATH W.B. C. 4"eC.I. A �/FI l C.O. FIRST FLOOR SQUARE FOOTAGE ATTIC FLOOR SQUARE FOOTAGE BATH 3 c.o. c.o.¢"�.I. 0 Y4"/FT FIRST FLOOR ( G.F.A.) - - - -`1.779.5 SQ. FT. TOTAL ATTIC FLOOR H2-1 ( TAKEN FROM 2'-0" KNEE WALLS ) smm-r--- W.CJ ILAV. WSH. S.P.I kHWR. W.ca LAVJ 4 S.S.SINK COVERED PORCH'S - - - 708 SQ. FT. 1 I I ' I 1 w r 1 ( I - Z UN-HABITABLE _ - - - - - - _ 620 SQ. FT. PROVIDE CLEANOUT 1 GARAGE-POOL HOUSE _ _ SQ. FT. __ _ _ _ _ _ _ _ _ - - _ _ _ _ - _ _ _ _ _ c.o.D.P. C.O.D.P C.O.D.P B SEMENT FLR j I g, 1ST FLR O SCREENED PORCH - - - - - - 266 SQ. FT. 9". 4• x INLET - _ _ _ _ _ _ _ _ _ F.D. 3" r ..-3. _¢• _z• _ - - 2• _ a SEWAGE 0 •I• ® �/FT C. O. EXISTING GRADE PUMP EJECTOR W.C. SECOND FLOOR SQUARE FOOTAGE BASEMENT FLOOR SQUARE FOOTAGE CONNECT To APPROVED S.C.D.H.S. U/G w CONVENTIONAL SUBSURFACE SANITARY SYSTEM. 4 eC.I. ® 4 FT HOUSURISDICTION. SECOND FLOOR ( G.F.A.) - - - 1385 SQ. FT. BASEMENT FLOOR_ - - - - - - 1278 SQ. FT. PROVIDE BY LOCAL JURISDICTION. TRAP AND FAI. REQUIRED W.C. p � BALCONY _ - - - 40 SQ. FT. AREAWAYS + BILCO DOOR _ - - - 98 SQ. FT. ►-a--i STORAGE / MECH- - - - - - - 342 SQ. FT. MAIN HOUSE FUTURE POOL HOUSE W z z U (NOT PART OF APPLICATION) a TOTAL G.F.A w C d FIRST AND SECOND FLOOR - - - - 3164 SQ. FT. �j U LOAD SCHEDULE: W ( ROOF LOAD ) ( SECOND FLOOR LOAD ) ( FIRST FLOOR LOAD ) � a ATTIC FLOOR LOADING SAME AS p I E= DEAD LOAD, MATERIAL. . . . . . . .P.S.F. SECOND FLOOR LOADING DEAD LOAD, MATERIAL. . . . . . . .P.S.F. DEAD LOAD, MATERIAL. . . . . . . P.S.F CEDAR SHINGLES OR METAL ROOF 2.0 FLOOR JOIST, 11-7/8" T.J.I 560 4.0 FLOOR JcOIST, 11-7/8" TA 1560 4.0 Q w � o 5/8" SHEATHING / LATH 2.5 %" PLYWOOD 2.5 %" PLYW'OOD 2.5 w p � W x Z n RAFTERS, 2X 10 4.0 EXTERIOR BALCONIES, UNIFORM LIVE FINISH FLOORING 3.0 FINISH FLOORING 3.0 Q > LOAD o W Q = Z CEILING JOIST, 2X10 3.5 CEILING ASSEMBLY 5.0 CEILING ASSEMBLY 5.0 p 1.5 TIMES LOAD CEILING ASSEMBLY 5.0 OR OCCUPANCY SERVED MISCELLANEOUS 5.0 MISCELLANEOUS 5.0 DRAWN BY: INSULATION 1.5 E ARC MISCELLANEOUS 2.0 �cOA �Ft 0 s TOTAL 20.5 TOTAL 19.0 TOTAL 19.5 s 4b.021` A LIVE LOAD ( GROUND SNOW LOAD ) 30.0 LIVE LOAD 40.0 LIVE LOAD 40.0 Tgr�OF"�,�oe CHECKED BY: REDUCTION FACTOR NON TAKEN OAD & RISER & NERGY TOTAL ROOF LOAD, TOTAL SECOND FLOOR LOAD, TOTAL FIRST FLOOR LOAD, SCALE: NONE L.L.+D.L.= 50.5---51.0 L.L.+D.L.= 59.5.' 60.0 L.L.+D.L.= 59.5.'�60.0 AO . 2 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2018 LD.DEP.: 09-25-1 PROVIDE CARRIAGE AT MIDSPAN 41 52'-4" e- 01 34' 2'-4" 48'-0" 2`10" S-2" e i IL 1'-0" 0 POURED CONCRETE cy_j SONO TUBE.BOTTOM TO BE A MIN OF 4'-0"BELOW + 8'_82 8'-8i I"I - - - - - - 8'-8 8'-8_.. --------- GRADE+BEAR ON 2 R. UNDISTURBED SOIL Lo 11 ISMIW RX"IX, (TYP) 3-200 AC — ^IN b (2)#5(24"PAST OPENING DIRECTION OF X x 4I IIEACH SIDE) 41 —(2)45(24"PAST OPENING MAHOGANY DECKING @ EACH SIDE) ABOVE —2-5(24'PAST OPENING > z�= �:, . . i III III III 111 II P) a EACH SIDE) DECK FRAMING `" LINE OF DECK STIRRUPS c.6 TO BE TREATED ABOVE *3 S O.C. (6`0"SPAN MAX) LUMBER FASTENERS TO 4. 4 3 I - BE S.S.TYPICAL c�DECKS If &PORCHES I I i I I REAR DECK d i N�A5.57 . bN i �+✓ ( ABOVE � I � � i CONCRETE LINTEL DETAIL 2 01 2XI0 ACQ 2XIO ACQ 2XIO ACQ 2XIO ACQ 2X 10 ACQ Ulu < 2' < 16"O.C. < < < e 11 @ 16"O.C. SCALE: r-o" @ @ 16"O.C. 7o.c.7 c. 16"O.C�. b c\j o, U') 4 C> c� A5.5 SEE DETAIL co LI I CONCRETE PIER 00 (TYPICAL) c\j ----------------- --- -JIFY111------- ---- ------------ 2-2x 10 ACQ LEDGER-TYP. ------------•------- - IN �c) d FIREPLACE FLUE - --------------------------------- -- -I r# 1p MVTGE' TTIT[7,,Mf�C atTIFFAENYT Lt. " -!1! c `w 0 DIRECT VENT 14'-4" 1�'11 //141-0" 01 13'-9" 16"X 16" r,--JL------------------------------ FLUE SIZES Cp 0- HEATING EQUIPMEN F STORAGE FOR HEATING A& AS PER MANUFACTL RE 1 / @12 A (PHASE 2) 1� EQUIPMENT AS PER I Ii �; .�a REQUIREMENTS 14`1 81 15-2" 1 14'-11" EQUIP.MANUFACTURES -1 4"THICK WINE REQUIREMENTS CONCRETE SLAB CELLAR I TH—ASE 2) lj' ClIr A5.3 p 11F-------r------ ---------C5 ---- 0 8 G JK f I f DROP FOR MASONRY- 7 0.9 L CHIMNEY MECHANIT�AL HALLF.q Ip WAY I 0 : " - i r--------------------- WIOX22 7 STORAGE (PHASE 2 10: -- ---- ..": 11;1 1 -77 'FLUSH' ---= 3-0"X I 6-2"X 1'-0" IL FOOTING 0 10'-33 4 BIL CC X_ 1 .1 Cc S U0.1 0 1 0 P CO5 m 11 IGSD 00 li 8'-3 31-0" co J-O"X TAI 1 v 8'-3" < L DIRECTION OF X 4 .. ...... .... THEATER T mq,- .1�,,",^...",�" ... F------- L5 '41 :ii:t" MAHOGANY (PHASE 2) - ---- -- 0.4 W1 X22 DECKING ABOVE W, STORAAq�E A c') E IOX22 FLUS I co H:� r-—---------- cn I W lPPED > 5'-8" 711- TBE 4 4 00 t V11 f 4 Iff 7 Cp .3 1 g - 11 - I ' I t) 04 ----------1.41 .11 , C\j LEGEND 0. (PH,T-,E 2) BEDROOM 3 ir" rL< POST ABOVE (PHASE 2) q .: POST ABOVE 3-0"X3'_o`X F-0"FOOTING NEW POURED CONCRETE WALL W/(5)43 EQUALLY 1i i ...... WIOX22 0 4— 44 4,7 �D _t r4__ _FL Lj�ff A SPACED(TYPICAL) 1 5' 8"! 4 i�, FA TRIMMEI)OPENING 11.0 A EQUIRED j ------ ......... ... WALL/PARTITION —— —— —— —— — 1r: L - --- ---- - If 7 TO BE BUILT IN PHASE 2 __j x cy 11 U 0.2 GAMEROOM X V) U o �..�IDE NEW WALL PARTITION 'p CL 6 C�x �PHASE 2) > NEW WOOD STAIR PROVIDE PORCH�- CN CARRIAGE AT MIDSPAN��)F, LOAD BEARING WALL ABOVE �53 TREADS TYPICAL�MAX T 6-bl L10 L > g C) �1_'SER 8 1,MIN TREAD 9% 13-1" 1 m .. . 4 - — — — — - 2 :)ROVIDE 36"HT.HANDRAIL UP , -2XIO MIN HEADER -2 rf- _J lo 7f I -_ - - - - - - - -I 16-2i" v..., 00" z 4 9 4 114AUNCH LO op w CO 4-0' C15L_ LVL=1 4" X 14" MICROLAM OR AS ■ :SLAB BELOW G)SD 0 X I . I I Lf�� 2'-8"X T-O" :(TYPICAL) --------- ---- _LD_ ------- UDH 0 NOTED ON DRAWINGS CONCRETE PIEf,-, U i lffRST RtS 2-W 77, MLAV�_o` CD cp 7, -- — — — — — — - IIIEGRESS WINDOW % Xio LA� g- -EgUjjf:� — — — — — — --- C 7 EGRESS LADDER I "CONCRETE PIER IT. Ej ------ SD II LOCATION T.B.D. N AREA AY I — —II — — — — - HARDWIRED AND BATTERY BACKED 1 'e : : ! DIRECTION OF Y4 4 1 81. - U1 I UP SMOKE DETECTOR CID A5.3 w X11PORCH MAHOGANY DECKING 1 7. 1 - ra L c\3 14" e . ; i ; 0, L I--- - _. .%', I Ll� x I ! i I I 1j <III I - O c f ABOVE ABOVE V_ -A,----- i CO HARDWIRED AND BATTERY BACKED N L------------------ 2x10 ACQ D.J. 4X4 ACQ 4X4 ACQ.POST UP CARBON MONOXIDE DETECTOR 1:21 AT 16"O/C c\1 POST(TYPICAL) M10. DOWEL 1V110. CONCRETE LINTEL __�V_ I — eDOUNDATION DETAIL 6-1, -_ -___7-2x_T0 A-00— -� = - 61 /Z 7r — — — — — — — — — — — — — 7 I f 1 PROVIDE EXHAUST FAN AT 9,_8" CONCRETE BATHROOMS MIN 50 CFM. VENT 1 -1 kE) I LINTEL II DIRECTLY TO EXTERIOR g EX.I EGRESS LADDER DRAIN AREAWAY TO > 6" LOCATION T.B.D. - - - - - - - - - - - - - - U/G DRY WELL C) HOLD A MINIMUM OF 6" FRAME AT 0 C) C_ = -� z C) INTERIOR FACE OF AREAWAY DOOR RETURNS UNLESS OTHERWISE IF F - - - - - - - - - - TO BE CEMENT WASH OR BRICK - - -- - - - - - VENEER TYPICAL TO BE NOTED ON DRAWINGS. SEE DOOR II I li SELECTED BY ARCHITECT C�) SCHEDULE - - - - - - - - - - - - - - - - - - MAINTAIN MIN 3`0"CLEAR DRAWN BY: MZ F-0" 0 POURED CONCRETE SONO IL +- — — — — — — — — — - FROST-FREE HOSE BIB TUBE.BOT TO BE A MIN OF 4'-0" BELOW GRADE +BEAR ON - - - - - - - - - MAP \�,p.0 D A p <,�, C , UNDISTURBED SOIL 3-2X6 POST/ STL. COL. OR AS NOTED (TYP) 0 0 0 <,� ON DRAWINGS ISI 0 71101 .1 12'-1 1 4'- 7" POST/COLUMN ABOVE 4'-10" 12'-10" 9'-8" 9-8t 2-4" 3-0" Ir 45'-0" Ir 5'-2" b�02A94 1 2`0" SIMPSON HD5A SHEARWALL OF 41 152'-4- e- HOEDOWN (TYP) OCHECKED BY: BASEMENT FLOOR PLAN 7____ rB SC —. = r_o_ ASEMENT ALE LOOR PLAN 1779,5 SQ.FT. PHASE I SCALE: 1'-0" 41 0—scc, 'lilt e- T U (FINISH THIS AREA ONLY W/ FLOORING, PAINT & H.V.A.C.) A 1 . 0 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN' ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. @ 2018 LD.DE P.: 09-25-18 B 58'-4" 52'-4" 6_0,: 01 2'-4" 48,-0" 2'-0" UPI L J DECKING 4"X 4" r MAHOGANY - - - -� I ( o 8,_811:: 0" 2 2 I 9'-11" 2 0" I I I Nv' I I i I ti I REAR DECK 725 SQ.FT. I I -� op T-6" 9: 0:, 9: 0., I T-112" S-82" ' 5'-82:, 3'-12:, W W 3'.'@ @ SECO D FLOOR BALCONY(ABOVE) z L0 e1 I v N e I 9 I ' I 8 0000 (3)11 1"MIC OLAM LVL (3)11 8"MIC OLAM LVL (3)11 $ MI ROLAM VL ♦WUD 322 ( 11 �"MICROLA LVL �� U H322 N ;.Y. - WUIF 070 `Y 0 1 ♦WUDH(2)3628 - IN *WUDH(2)3628 I 4 � %IN e I ti I 4 W X I O N Q C 0 1.8 Q 30'-02" N N \ 17'-02:, 1 SIN a� If Cl. SISTER X8 TO TJI F.J. LIMN ¢ I PACK OUco �Z; t� o 1-o G ROOM I I p FASTEN DIA. N _ _M 'Ls'�!•'',;; 'r,"`.:;i' CARRIAGE xf ¢ co _ O CV BOLTS@16"O'C. o! XI STAGGERD x � FLUSH HEARTH cS 11 Z"TJI 230 "° "I N "' ,s, p i f \ • ..a.,..f,.: O _ 16"O.C. co WOOD BURNING 30,_02,: _� � 2'-10" DINING 1 : 22:, FIRE PLACE ' lo LYEMANCE H I - f ' 1/0II1"MICROLAMLVL g F �SH BEAM_ ,. a?c.": DAMPER - ..-.. � .-._._. 20' 0- �, 6'_0" 4'-0" 52 " o � ow KITCHEN �, INe °N 36"REF N I I ICbOLER u- 1 00 �, L SEE SHEIET A4.1 ��___ / 0 1 € ' i i COORDIN4ATE i �N T-4" 4:_82:, ;; t I I I .a \ ,m I I I L J ELECTRI1C& ! ! > ! 00 \ 1 L PLUMBII`JG .� 1.7 �. I I t o I I ow w ( -L.. "�VI1Q Lr —...- I �L--- o \ • 8'-0' I I I I I LOCATIONS o € r FLUSH , r - - ¢ N 1 (3) 14"MICRO M I l i W/KITCHIEN I a e ..._ .....— _-..--«.a-_. .. ._....--- O DROP HEAD R dt, --L_J ' - r� LAYOUT Ifl— 4' 0" I 1 3 O DESIGNERS TRIMMED O m - OPENING 1.5 E-o N O € o BILCO BASEMENT POST BELOW. -- -- e "' _ VENT HOOD VENT ? pp Z -=IN ENTRY I MEDIA ROOM H - ¢ " ?'``% 11 S"TJI .230 ''� g-8" o DIRECTLY TO 6-0 0 - w @ 16"O.C. 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LIGHT WEIGHT N � PROVIDE HANDRAIL IF GRADE ALUMINUM F- — — — — — — — — — — — — — EXCEEDS 30" POWDERCOATED �LRFD qp UP ON DRAWINGS 3-2X6 POST/ L° COL. OR AS NOTED � ® osr 10° I X10"L HANDRAIL 3'-0"HT. GRILL �G �pavrp� rO I �-�" r„_.. �I.. > �';�r n to .,mom• POST/COLUMN ABOVE tr 1 ? `--- 3'-6" 9'-6" 9'-6" 9'-6" 9'-6" 3'-6" LL J 2'-4" 3'-0" 5 s� tiO'021°s��' 4�=0" 2'-0" 6'-0° !+ �TFOF NeW�O� I 58,_4„ POST/COLUMN BELOW f� CHECKED BY: FIRST FLOOR PLAN B I SIMPSON HD5A SHEARWALL A3.1 SCALE: 4" = 1'-0° HOLDOWN (TYP) IRST LOOK PLAN 1,762 SQ.FT. SCALE:%4"=1'-0" A I THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHAII BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2018 LD.DEP.: 09-25-18 B Y4K-0- 2'-4" 2'-0" 40 o I ;... REAR STAIRS FIRST FLOOR LEVEL i' i -----------------... - ;I ;I I -...------------ I .._.............._.......... -- ----------.._..........._..._'C-- INDICATES POST € I I @RAILING BELOW ..............._.._........_............_............._...............------------..._-_----------..._......_.............-.....-.......__..............-......................_............- --- -- _.—....._.__....... _ _------_ — -- -' -------' ---._._.—......__...._..-' —'-------------------... l.l. : r::.........._........._............_............._.............._........................................................_,................................... ._..------..__-._._._.._._..-.._._..........._...._...................-_.-... 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HARDWIRED AND BATTERY BACKED O E" ? t WUDH2420 2 UP SMOKE DETECTOR w / WUDH1626 WUDH5258 WUDHI626 I WUDH2420 2 C� / 1 2 3 - - - E F U E� - - - - - - - - - - - - - - - - -- — ST PS 1 LOORLEVELco - - - T — � � -- -- o ' 6'-0"HIGH WALL -.._.__......_................_....-------....._.......... HARDWIRED AND BATTERY BACKED O 4 N S UP CARBON MONOXIDE DETECTOR Q w of. ROOF w W INDICATES COLUMN BELOW PROVIDE EXHAUST FAN AT w p I.............__..._......._......................_..._._:..._:..__._........................_...... ............................_.I (TYPICAL) BATHROOMS MIN 50 CFM. VENT ..............................................._................................._'......................._: DIRECTLY TO EXTERIOR OEX.1 �a Q 4'-8" 13'-0" O HOLD A MINIMUM OF 6" FRAME AT o 13'-0" 4'-8° 4_1.0„_.........._......_......„_.........._..... .'..}-o..-......-.......--... DOOR RETURNS UNLESS OTHERWISE 45 o NOTED ON DRAWINGS. SEE DOOR a d" I SCHEDULE DRAWN BY: MZ ...................................I..........................................................................._....................... is i �................... ........................................... FROST-FREE HOSE BIB ,i ....._.........,_..-.......--....__.._......................._........ ........._... .._................ 1 3-2X6 POST/ STL. COL. OR AS NOTED ® ® ��R AVA�Oy ....:::.:::......... ...... ......... ........................................................_......................................................; ....... STEPS 1.FLOOR LEVEL ON DRAWINGS ��G\o� 'D f� �O °a c. POST/COLUMN ABOVELJ ST tio.o2ti�'°' 1 gTF01=NE��O I POST/COLUMN BELOW CHECKED BY: I � SECOND FLOOR PLAN SIMPSON HD5A SHEARWALL ECOND I 1 HOLDOWN (TYP) O SCALE: 4" = 1'-0" LOOR PLAN B A3.I 1,417 SQ.FT. SCALE: V4.'=1'-0" A162 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAA', STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS ]PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2018 ,kLD.DEP.: 09-25-IE B ...................................................................... ...... .......... .................................... ...................................................................................................... ------ REAR STAIRS FIRST FLOOR LEVEL ----------- ------ ........................................................................................................................ .......... .......... .............................. ...... ....... .......... ............................. ............. ........ i i f � .......... 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LOAD BEARING WALL - - - - - - - - - - - F 2-2X 10 MIN HEADER - - - - - - - - - - L___J LVL=IY4" x 14" MICROLAM OR AS > v� ti NOTED ON DRAWINGS 2 X 10 R.R. 2 X 10 R.R. y. COLUMN BELOW AT 16"O.C. AT 16"O.C. ---------_ ---------------------- EGRESS WINDOW POST BELOW (TYPICAL) SIDE STAIRc SD ................. FIRST FLOOR HARDWIRED AND BATTERY BACKED ----------- LEVEL L__------ -------------- ...... ----- ----- ............. UP SMOKE DETECTOR 0 3 WUPANIN1836CO N C�l PROVIDE ICE&WATER SHIELD HARDWIRED AND BATTERY BACKED S . EXTEND FROM LOWEST EDGES UP CARBON MONOXIDE DETECTOR 0 OF ALL ROOF SURFACES r , O TO A POINT NOT LESS THEN 24" INSIDE THE 00 EXTERIOR WALL PROVIDE EXHAUST FAN AT F) x F- LINE OF THE BUILDING BATHROOMS MIN 50 CFM. VENT �D L < DIRECTLY TO EXTERIOR g EX.1 Q w Q 6X8 GUTTER 6X8 GUTTER W/6"DIA LEADER 6" W/6"DIA LEADER (TYPICAL) (TYPICAL) HOLD A MINIMUM OF 6" FRAME AT COLUMN BELOWJ ................. .............L COLUMN BELOW DOOR RETURNS UNLESS OTHERWISE LINE OF EXTERIOR .................... ................................................................................................... .......... NOTED ON DRAWINGS. SEE DOOR WALL BELOW SCHEDULE .............. ........... DRAWN BY: MZO ---------- ............. ......................................................................... FROST-FREE HOSE BIB ........................ ................... ........... CDARC FRONT STAIRS FIRST FLOOR LEVEL C.A .......... ...................................................... ..................... 3-2X6 POST/ STL. COL. OR AS NOTED I.......... ON DRAWINGS --------------------------------- . ----- -------- ------------ ------------------- .......... ------------- ............ POST/COLUMN ABOVE Lr-J i (--I 'q 0 F N EN14 ROOF POST/COLUMN BELOW m 0 CHECKED BY: • SIMPSON HD5A SHEARWALL OOFPLAN SC LA ALE: 4., = I'-o" HOEDOWN (TYP) OOF P SCALE:Y4"=1'-0" B A3.1 A1 .3 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. @ 2018 LL.Ll�l".: VJ—GJ-10 47 B N A3.1 LSHINGLES ESTERN RED CEDAR 18"WESTERN RED CEDAR SHINGLES 000 EXPOSURE R & R (PERFECTIONS)MAX EXPOSURE 5%"PLACEDN OVER DOUBLE j LATH.SEE DETAIL(PENDING) - - - - EL.71'-0" TOP OF THE RIDGE -- 28'-0" z t o .22...' a t BRICK CHIMNEYt WINDOW TRIM SHALL BE 5/x 4 MAHOGANY ^� WITH 2"THICK HISTORIC SILL.PROVIDE CAPILLARY BREAK TYPICAL EL.63'-0" TOP OF ATTIC SUBFLOOR(20'-0 ' .. '.Y...a.......,. EL.62'-0 4"TOP OF PLATE (19'-0 4.,) 18"WESTERN RED CEDAR SHINGLES w (PERFECTIONS)MAX EXPOSURE 5y"PLACED ns.y - z .. OVER ROOF DOUBLE ��.....�..... _. ;;. LATH.SEE DETAIL(PENDING) �r- O 'i\.. 'Ci' .,., 0 92 - 00 O , 1 . s: i. 0 12 Z p w —�4 3 EL.53'-0 4" 2nd SUBFLOOR(10'-0 2") M � O EL.52'-0" TOP OF PLATE _.. _000" LLj ::... PI ...::.... ... ,R z ........... i ............... �. \q WHITE ALUMINUM 1 ROUND GUTTERS AND LEADERS CONNECTED TO �. :::: O F- UNDERGROUND STORM ..z:<: .::..... t z COLLECTION SYSTEM . i 4 : . ' SUBFLOOR FIRST FLOOR EL.43-0" w M - - - - - - - - - - TOP OF FOUNDATION WALL EL.41'-9 BILCO DOOR O 4 F--� ..,.. .......� .a .. ,r^.a° 1" 0 .° YLE v ( I' 2 ^ ST TBD 4) i 3 �a, I-� , 5 ¢h• Fti v •eT s e<' O a ^ e. > z U x o W EL.38.0' GRADE FRONTLo _ _ _ _ _ _ _ _ _ ¢ ¢ _ EL.37_0' GRADE FRONT STAIR CONNECT LEADERS TOU/G t IF �i Ir t - - - - - � - - � r - - � � - - - - - - _gyp STORM COLLECTIONS SYSTEM y z Q III III III IIWHITE ALUMINUM �I� ��� ��� ��� I AVERAGE GRADE EL.36' ��L- -J�� ��L-- J z ROUND GUTTER t 1 1 L_ _ ��L _ _J11 SLOPE GRADE AWAY u. Q DRESS EXPOSED CONCRETE WITH �_t� �►-��-J t CUSTOMI FRONT ENTRY DOOR AS �_LL � _ FROM BUILDING AND BLEN INTO EXISTING CONTOURS CEMENT STUCCO(TYPICAL) I I � � SELECTED BY ARCHITECT I � I � EL.34.0'GRADE @ DRIVEWAY - - - - - - -� EL. 33-1 4"BASEMENT SLAB(-9-10 4") O - - - -- - - -- - - -- - - -- - - - - - - - - - - - - - L— __ __-- J i L— _ __- _ — J EL.32`9 TOP OF FOOTING (-10-24") POURED CONCRETE FOUNDATION L_ -- --- � - - 2 - --- --- - - --- -- -- -- ---- -- ------ - --�- -� LINE OF PROPOSED U O (10"CONCRETE FOUNDATION WALL GRADE FOUNDATION AREAWAY WOOD STEPS TO GRADE,MAX z T1 N U ON 24"X12"REINFORCED FOOTING) t RISER 84,MIN TREAD 9". Q f�--I C-1 SEE DETAILS DWG t PROVIDE HANDRAIL W O Q AREAWAY BEYOND MAINTAIN MIN 3-0" T1 cf) COVER�AREAWAY w BOTTOM OF FOOTINGS SHALL (TYPICAL) B W w BE A MINIMUM 4'-0"BELOW A3.1 z Q GRADE AND SIT ON UNDISTURBED SOIL OR FULLY COMPACTED MATERIAL a O Z (TYPICAL) O x DRAWN BY: MZ �SE,ED Af�Cf �apAVIpAO A SOUTH ELEVATION - FRONT � I 0t SCALE: AS NOTED G �021A s 40 oz�� " T,1TC OF NEW'C( - CHECKED BY: SOUTH ELEVATIONS A2. 1 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAA', STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2018 LD.DE P.: 09-25-18 � o I N ! co A I 00 I cy) BRICK CHIMNEY BEYOND =' _ — EL.7F-0" TOP OF THE RIDGE I W 1 Z _.... i x"� : . mom. 18"WESTERN RED CEDAR ......s,.. i SHINGLES(PERFECTIONS)MAX I I I EXPOSURE 5y"PLACED OVER 12 FASCIA - 5 4"X 6" DOUBLE LATH. I 14 DETAILS PENDING FRIEZE - 51"X 6" SEE DETAIL(PENDING) I I DETAILS PENDING — — — —— —— — — —— — — — — — EL.63'-0" TOP OF ATTIC SUBFLOOR!20'-0 4' I I i - - - - - - - - - -- - *— - EL 62'-0 l"TOP OF PLATE i ug'-02") i w I z I .. _ _ _ — _ — _..— _— _— __... __ _ — ___ -- _- -- __- -_. -- _— __— _M.. _— _— _ �._ _a_ ___ __ __ _ _ _ _ _ _ _ __ __ - _ _ ___ __ __ __ __ _ _ __ 12 :'.. _ RAIL r� , 3 0 HT GUARD - —— — -- J 104 :; ::. SECOND FLOOR BALCONYpp ` DETAILS PENDING w ca p 00 IN � w0O U. U Vii('? l { : ill it li is l OLAz x 12 ( 4 `'. j EL.53-04" 2nd SUBFLOOR(10'-0 4') ,n Q — — — — — — — — — — — — — — — _ LL.52'-0" TOP OF PLATE Q W F- (9'-0") ti z F-6' - - - - - - -It - - - - - - - - - - - - WOOD STEPS TO GRADE _ c� Z WOOD STEPS TO GRADE ALIGN 3' 0"HT.GUARD RAIL .., <.. ;. W/3'-0"HT. HANDRAIL `w x W/3 0 HT.HANDRAIL z p — _. . _ ..::. ... o F: DETAILS PENDING u z f rf f i { 77 77 ,I: �• Ei ,I _ n € E i 1 ' F '3• 7 z j 3 rf i } �i iE E 3 ;€E .. ,�.E:.':�:FE:i� .i.; .. .€::::;' :•i::'j j:r€t i il } � i is s;€i ` FIRST FLOOR -0" (0-0"SUBFLOOR� W Q€ :i . W ti'i lid;. i; li •:.:€;;. ?j rtj ,1 OP OF FIlViSI I6DTETI{—C-F-3 47 Z — — — — U . ., TOP OF - FOU D E~ t N ATION WA ,: .... . . r .., :;:, LL EL.41 9 m q \. 4 \ i �, 4 I� ; ? , r F,f``, Yc n �`e e r CRh, : e , .p y. • a•d' s e. . 'V> � W e. r \�\ > , xv ... �Cn I I I I _ __—L ——— — I I I EL.38.0' GRADE FRONT __ I I = EL.37.0' GRADES FRONT STAIR U� Q AVERAGE GRADE EL.36' 6"DIAMETER MAX L J I Lj — LINE OIF EXISTING GRADE LJ LJ � a DRIVEWAY_EL.34.0' _ _ — _——— I I EL. 34.0'GRADE @ DRIVEWAY EL.33-1 4"BASEMENT SLAB 0-10 4") U ------ � I � EL.32'-9 TOP OF FOOTING (-10-2 4'7 U � O � ———— — — — — — — — — — — � — — —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,.. Z N z A W O W A3.1 W O W � Q EAST ELEVATION - SIDE a (z) z 2 SCALE: AS NOTED a �--� dam~ O DRAWN BY: NIZ \y`�FtED q�0y`A O OAVID Ir s+�, �`�•0219411 �,� l 9TF 0� CHECKED BY: EAST ELEVATIONS SCALE:Y4"=1'-0" A2412- 1 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2018 LD.DEP.: 09-25-1 B WHITE ALUMINUMROUND GUTTERS 2 f A3.1 AND LEADERS CONNECTED TO UNDERGROUND STORM COLLECTION [SYSTEM 00 — — — — — — EL.7 1'-0" TOP OF THE RIDGE CN ") MASONRY CHIMNEYcfl 0 FASCIA- 5 i.'X 6" Fly 4 .......:......._?._,,,._i_..,... 18"WESTERN RED CEDAR SHINGLES DETAILS PENDING (PERFECTIONS)MAX EXPOSURE 5/2"PLACED FRIEZE - 5 1'.X 6" OVER ROOF DOUBLE LATH.SEE DETAIL(PENDING) DETAILS PENDING ... ............ EL.63'-O" TOP OF ATTIC SUBFLOOR(20`0 -- - - - - - - - - - - - - - - - 4 —— — — — — —— — — — — EL.62`0�f"TOP OF PLATE 8" FLASHING BEYOND F_ 4 (19'-0 4„) ........... -W,,INDO.W-&-DOOR-TRITO-SHALLBLY4 x-4,- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - --- - -- -- - - -- - - - -- - - - - - -- - - - - - - - - - MAHOGANY WITH 2"THICK HISTORIC SILL. PROVIDE CAPILLARY BREAK TYPICAL a A 12 lo� ............ iol BLUE STONE CAP z @) 00 12 4 -0 2nd SUBFLOOR(10'-0 l') _45EL.53' 4 4 Lo ... — — — — — — — — — — — — — EL.52'-O" TOP OF PLATE WESTERN RED CEDAR L 9'-0" 6" EXPOSURE R & R SHINGLES ............ z ft .......... . .................. ................ WHITE ALUMINUM ROUND .......... GUTTERS AND LEADERS CONNECTED TOvg UNDERGROUND STORM al COLLECTION SYSTEM ............. 11 k io!it i i:ii it i it N ...... .... E Iii. LL. i�'i it j jii 'ifl -0" 0'-01 t. SUBFLOOR FIRST FLOOR EL.430 j .......... — —— — — — — — — -- — — — — — — — — — — — — — — ............. P -9 OF FOUNDATION WALL EL.4 I' C) 4 .41 DRESS EXPOSED CONCRETE WITH T10'-2 Il CEMENT STUCCO(TYPICAL) N, < �/ �nJ w _U EL.38.0' GRADE @ FRONT EL.37.0' GRADE @ FRONT STAIR T I SLOPE GRADE AWAY AVERAGE GRADE EL.36' FROM BUILDING AND BLEND POURED CONCRETE FOUNDATION (10"CONCRETE FOUNDATION WALL 4 INTO EXISTING CONTOURS L_J L _J WOOD LATTICE UNDER L_J L _J L _J 0 LI_ �> ON 24"X12"REINFORCED FOOTING) NEW PORCH TYP. h, EL. 34.0'GRADE @ DRIVEWAY BOTTOM OF FOOTINGS SHALL EL.33'-1 BASEMENT SLAB(-9-10 1") r BE A MINIMUM 4'-0"BELOW u L-1 Ll EL.32'-9 2.'TOP OF FOOTING 10-2 1') GRADE AND SIT ON 4 4 UNDISTURBED SOIL OR FULLY ——— — — —— — —— — —— —— ———— —— —— — — —— —— —— —— ------———— — —— — — — —— —— —— —— —— ——— — ———-I _j WOOD STEPS TO GRADE,MAX COMPACTED MATERIAL L) (TYPICAL) RISER 8 1",MIN TREAD 9". W 0 4 PROVIDE HANDRAIL IF GRADE B EXCEEDS 30" z HANDRAIL 3'-0"HT. C) z _j > 0OTASR ELEVATION NORTH SCALE: 0 C) NOTED z DRAWN BY: NIZ E�ED Ap, ' f`�_�� � fel; CHECKED BY: NORTH ELEVATIONS SCALE:Y4"=F-0" B 47m 77-T-1 '2 4 _A203 .� ��.��..� .T .�. - -------- - �..R � ��. .�..T.�T . � . . .�. T...� ���..�m .�� ... m�...m. � �..� .��...T.�Ti� �...w�.� .�. .. . ��..... . .T.. �.��.�T T� _...� ..�..�T T... ..�... .�T �..... .... �.......� �.... ...�..�. �.. T...�. ���........T .T �..... .�T.�. ... ��.�.�.. ... �T.T.� �... ..� ��.�� ...�....� ..�.�� �.�....�.� �.. ��.. .�..T T...�. .��...�.��.. .. ��..�...�� ..T �..�.�.�.��..� �..... ..�m . ..�.� �.. T. �.�.. �. �T...�� �.. �T.... ���.�.T. .�.. .��.�.�.. T� �...� ....�T�T ��. ��.....T.�.. �. m...� .��..�T ... �m...�� ^ �_. LD.DE P.: 09-25-18 WINDOW TRIM SHALL BE %x 4 MAHOGANY A33.1 WITH 2"THICK HISTORIC SILL. PROVIDE CAPILLARY BREAK TYPICAL €,j - - - - - - - - - - - - EL.71'-0" TOPOFTHERIDGE r� 00 ,...:.........�..:...........r.. cv cn .:...... �. W ....�.. O 1602 '„ -;,• I WESTERN RED CEDAR 6” x COPPER STEP EXPOSURE R & R SHINGLES p, WESTERN RED CEDAR 6" FLASHING BEYOND 12 I 18"WESTERN RED CEDAR SHINGLES EXPOSURE R & R SHINGLES 4r .. `..." (PERFECTIONS)MAX EXPOSURE 5y"PLACE o. OVER ROOF DOUBLE LATH. SEE DETAIL(PENDING) — — — EL.63'-0" TOP OF ATTIC SUBFLOOR(20'-0 a") - - - - - - - - --------- - - - — EL.62'-0 "TOP OF PLATE MASONRY CHIMNEY ='mow` E- a COPPER FLASHING T 4" ° Vim` I (19'-0 q"61 61 ) e :.,....w........:..... _1...,.... i...,,. .?... V 18"WESTERN RED CEDAR SHINGLES I2 ........ .. 1 10 i __ _ _ _ _ _ __. _ _ _ _ _ _ _ _ .,,. -- -- -- _" .— __ r _ _ 4__ _ — __. _, _. _ _ _ s .... _ _ „�_-r m v« <: . . I_ — —— —— —— — — —— — — — — — — - - _,_1414 _ — � — — _ - _., _. (PERFECTIONS)MAX EXPOSURE 1/ PLACED 10 a ::: :::..::'.::::.:.:.::: ",< ...\ -_ p0 -o - OVER ROOF DOUBLE Ma- .�:. _ :::::. p rn c� Q LATH.SEE DETAIL(PENDING) "'_"" ;;. `' oo < co _ I - - z I 3w ¢ k; I _. z o • ,. 4 — — — — — — — EL.53'-0 4' 2nd SUBFLOOR(10'-0 q") 00rn WHITE ALUMINUMzROUND - - - - - - - - - - - - - - - GUTTERS AND LEADERS EL.52'-0" TOP OF PLATE CONNECTED TO UNDERGROUND STORM BLUE STONE CAP O COLLECTION SYSTEM 2"THICK _ - - - - — zzT — - - - - - - - - - - - r._:... _:... ............... .,_._,.. ..w. :. \. WOOD STEPS TO GRADE,MAX ......................,..... .,.. . z O o `w �.., .._.M......M....._.... _W RISER 8 ,MIN TREAD 9. m_.....:......: I W .y...x..."..:......:.......:.....:.......:..... PROVIDE HANDRAIL . .. ..<. . oo ... 0 O �A ti O _ _: ... ... ..., ..,.....„ .. ..i .. ..... ...... .. .... .. ......... iI is .. I.t. .. ..... ..... . .. . ..... . ...E € Q 3€... .. f ..:, .. .. .. .. .. s .. ,..... ..,,:,,.:,. ;:: _I.; ,: .€jt:.>.I,I: :: . : •...: ..:: €.:: ..: . :.t{.,._: ��................... :....: .. I.: ,. ::_ ...."......".................°......:.".. . ._�-...y..,..,.-..:>.',..-....�° .:�x SU-BFLOOR FIRST FLOOR EL.43' 0„ � SUBFLOOR FIRST FLOOR EL.43'-0" (0'-0" ZE -- - - - - -- - H. is € i;' TOP OF FOUNDATION WALL EL.41' 14" H (-0'-3 a .....................x...,...e..,.........,.._x...,......,....:...r...:...,......... . — — ( : - - - - - - - - - - . . 3i € . L ' t.. - - - - - - — 1..�..� �... . Q TION W - :\ ...... . ° "-..'._ .:.,.. • :: �' ALL EL.41' 9 ... .. �/ L K F W a v„ EF' •�'. ., \ ... � ... ., H ., � � � as "r. ..� �� 4 O T `a ' =r Imo+--1 w ° ° CONNECT LEADERS TO U/G I I I — — — — — — — — _ = .__- -_ :_,:`. — — — — — — E — —GRA — —ONT — — CL. STORM COLLECTIONS SYSTEM —z I�y I y i �y— — — — — — — — _ — _ — EL.37.0' GRADE @ FRONT STAIR w Q i i I SLOPE GRADE AWAY AVERAGE GRADE EL.36' � W � DRESS EXPOSED CONCRETE WITH _ _ ____L_-J __ LFROM u')FROM BUILDING AND BLEN — — —— —— A-€ CEMENT STUCCO(TYPICAL) — — — ——— ———— ———I— — —— — —— — EXISTING GRADE—— — — — r__ -----� i INTO EXISTING CONTOURS —— — —— —— — — —— —i— EL.34,0'GRADE @ DRIVEWAY Q EL.33'-1 �"BASEMENT SLAB(-9-101") -- - - - - - - - - -- - - - - - - - - - - — - - - - - - - 4- - - - - - - - a EL.32'-9 q'TOP OF FOOTING -------`- EL. 32'--"—T OP OF FOOTING (-10-2 a") POURED CONCRETE FOUNDATIONtB - -- - - - L - - - — L - - - - - - -- - L- - - - - - - - - - — — - - - - - - - - -- -- a (10"CONCRETE FOUNDATION WALL BILCO DOOR LINE OF PROPOSED AREAWAY ON 24"X12"REINFORCED FOOTING) STYLE TBD � � OTTOM OF FOOTINGS SHALL W BE A MINIMUM 4'-0"BELOW W GRADE AND SIT ON BRICK CHIMNEY V Q UNDISTURBED SOIL OR FULLY COMPACTED MATERIAL ( WOOD STEPS TO GRADE,MAX Q t/) TYPICAL i RISER 8 4",MIN TREAD 9". W Q WOOD LATTICE UNDER NEW PROVIDE HANDRAIL C� . _ . . .. W o W W � Q 0 0 Q C) 2 WEST ELEVATION W/TRELLIS DRAWN BY: NIZ SCALE: AS NOTED pAVfp/�O F� 4b•021°.Ah SA�TF OF NE�0a� CHECKED BY: oe WEST ELEVATIONS A2 . 4 �.. ��.. ...�� ..T ��.�.�.�.�.�..� .......��� ... .�.�. �..._ �� . .�...T..�� . . ��. T.�� ..�..�T ... ...�T........T� T..� ..�...T��T. �...��. .�. ..�. ��..... .��.. ------- -- T...� LD.DE P.: 09-25-18 CD C\j C) 00 V B C R&R CEDAR SHINGLE ROOF A3.1 DOUBLE LATH 30#BUILDING PAPER ON THICK EXTERIOR GRADE PLYWOODRIDGE C EL.7 1'-0" TOP OF THE RIDGE W z aW 28-0 i A ` ( ?.sl- fir• BARGE END 3 # ps I 2"CLOSED CELL INSULATION A BARGE END 3 5.2 I WITH ROXUL 7 "BATT INSULATION 5.2 R=42 s? ATTIC (CONDITIONED SPACE) t Q + 4"THICK PLYWOOD SUBFLOOR — —— —— —— —— EL.63-0" TOP OF ATTIC SUBFLOOR(20'-02') fy EL.62'-0 "TOP OF PLATE GYP.BD.@ ROXUL 7 4"1 ATT INSULATION , WALLS&CEILING SITTING AREA (TYPICAL) :z, r �� E✓ z w o INTERIOR TRIM TO BE SELECTED i ca p o� p00 BY ARCHITECT " � °O ¢ p Cn a;:': 0o BEDROOM 2 °O HALLWA MASTER BATH oo co ` " ` CO SEE DRAWING A5.2 Q 3z 4 PORCH DETAILS pn o O FINISH FLOORING ,.1 12 z TO BE SELECTED `c t 1'`?j; ! _}' I€ ;, c�bv `l --143 O BY ARCHITECT ''� li,: :•� �€ �' ' � EL.53'-0 2nd SUBFLOOR(10'-0 ) u IH i H , 11 1111 4 4 ire y ,..,:,,. \.3..' �.,,.3'..;,.. .�\. .J\.:.. .. ..�.,: .. ..%�..,,.�i,.r�.\s_:i,.,,._-..3.. ._x,:5`.., ; '..X..,.',. ,;.. :\,:: ',.i`,,. `�„'... .i„.,,i ..: ..:' .. ,:�.. ..�:. % :'s"y• _ vim/ z EL.52'-0" TOP OF PLATE ROXUL 7�'BATT INSU TION (9 0) Q 77 z EXTERIOR WALL ASSEMBLY 2X6 SIDE PORC}1 Q a. STUDS @ 16"O.C.WITH J"THICK EXTERIOR GRADE PLYWOOD, r>w w Fyl 30#PAPER, WOOD RED CEDAR b� cc` OPENING z O SHINGLES PERFECTIONS 5 "MAX o 00 o EXPOSURE 4"THICK PLYWOOD SUBFLOOR MEDIA ROOM GLUED& ): : PA y CLOSET 6 FOYER 2 SCREWED (TYPICAL) LI i s, I ;, . Y a „ .. . ,:, z .. ,. ,. : : : .. s n , , d ! .. , „ .. v ., .. ,. ,. , , ,r Y Z Y Y .. Y �;.�'� :: x .. '�'':'it' � _ 4 .�L'�.: L,\,, .S,_.1! O :. % %. 3` :..� k z � �.. ��:' oft�FIRST n FLOOR EL.43' 0" T BILCO DOOR BEYOND PROVIDE TOP OF FOUNDATION WALL EL.41'-9 4"w Q DRAIN&CONNECT TO U/G 4 (-1'-2 ") COLLECTION SYSTEM I 2"CLOSED CELL INSULATION 55 �� w WITH ROXUL 7 4"BATT INSULATION ' I I I EL.38.0' GRADE (FRONT �ti I � d oo I o BEDROOM 3 o z EL.37.0' GRADE FRONT STAIR GRADE-SLOPE AWAY FROM I I o I I I I GRADE-SLOPE AWAY o I I „ I I I AVERAGE GRADE EL.36' FOUNDATION&BLEND INTO GAMERoots FROM FOUNDATION& 2x4 STUD @ 16"O.C. W/2"CLOSEDEXISTING CONTOURS Ua e I I CELL PERIMETER WALLS L J BLEND INTO EXISTING e I I I I CONTOURS 4"THICK PLYWOOD I Q SUBFLOOR ON 2X4 EL.34.0'GRADE @ DRIVEWAY �• U ACQSLEEPERS ON FLAT 0a) EL 32 4 TOP OF FOOT2 WG (-10- - O '•:. II II - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - -- -- - - - - - - - - - - 4) 1 CONCRETE SLAB WOOD STAIR 3 Q C Q STAIR PARTS; - - - M I� 5.3 5.4 I TO BE SELECTED 5.4 r_, O ' z � n B A3.1 O Q O ECTION A-A O (D-'sALE�-C 1'-0" DRAWN BY: MZ c,'�'?ED A,gCyi DAVID�,OTFC'� i`0. 021(y- OF 21 OF NE`I��O e- CHECKED BY: BUILDING SECTION SCALE:y"=1'-0" A3. 1 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2018 LD.DEP.: 09-25-18 A A3.1 ---- - " TOPOFTHERIDGE y.�,:,..,,. :. � 2 - 8-0 Ar: �A',,,r `z`. A � Rxf ( ) 00 �' co 2"CL SED CELL INSULATION BARGE END e f`..? WITHIROXUL 74"BATT �`�z.. INSULIATION ATTIC (CONDITIONED SPACE) a� 4"THICK PLYWOOD SUBFLOOR EL.63'-0" TOP OF ATTIC SUBFLOOR(20'-0 I") - —— —— —— — — ———— — .r 4 •'Y ''u:7 `.. .. ,v .. v f' X . r k' X: V?' — — — ——————— EL.62'-0 4"TOP OF PLATE ROXIJL 7 J'BATT 2 � SITTING AREA INSULATION (19,-04") "GYP.BD.@ z z WALLS&CEILING c3 _ (TYPICAL) u OPEN TO BELOW INTERIOR TRIM TO BE SELECTED °O z BY ARCHITECT `D P 3 0 O p 0 z :. FINISH FLOORING z O ti:i i is `3 L:li €i •V' u Lj TO BE SELECTED 3 IBY ARCHITECT / nAAld SUBFLOOR v o ...: —— — ^e:.. h : ;z Y.:Z`: ^,' rY WOOD STAIR � .R:, Q0 �f /T 1.... .:R r `...,.' ,.r`,1.. ..✓ 3.,..R,.i ..: ..s`..✓:,.. °.,.%.,..R. .A,. ^..R..,R., V.I 4 €� 4 � —— ———— ————— \ EL.52'-0" TOP OF PLATE ~ ROXUL 7�'BATT \ i' ' ( PARTS&SPECIES t ` i�is is, i i ', i.. INSULATION \\ € ,I;_;::: ; '; OF WOOD �I (9-0) _ i€; :€ Hii i TO BE SELECTED - --- - - _.:. z� UBY ARCHITECT „ FONT 6"DIAMETER MAX PORCH REAR DECK \ z-� O \; Ax, II :: 00 i �r� SEE DRAWING A52 . p Z FOYER 1 0 o PORCH DETAILS 0 °' t o w 00 , i.f. 3 } 3 x ... .. x ) ..t€ .. ....... . .... .. 3.... €3 .. i€ ; .. .. t. .... .. .._. .... ..�... ' 6 DIAMETER MAX €. : 4 xt. ,:::. I # 3 1 F # 3:. 0 0 Fi 77 { r� it 3• z �. 33 1 — €# E {t x ( #E i t { £E' :S i :i E € 1 i i i I i j# € LIVING€ � NG ROOM x , x i fl _ SUBFLOOR FIRST FLOOR EL.43' 0" — O I W 3 , r`x; -- - - --- - --- -- - - -- €: 2°CLOSED CE L INSULATION #€ 3'#_ €} €€': FOUNDATION WALL EL 41 3" (I is TOP OF F----� 14 €:: WITH ROXUL 1'BATT 9 y Q q €? €I € € it I }' 'i (-1'-2 4" II �€ INSULATION _ 4 ? € ' 4 � W Q 5.5 I, 2"CLOSED CELL •�; -FOUNDATION wnLLS TYPICAL `� I ;,I E ;, EL.38.0' GRADE @ FRONT o I I I ICp o / ; ; is s # o I I EL.37.0' GRADE @ FRONT STAIR a" I II AVERAGE GRADE EL.36' GRADE SLOPE WAY WINEGRADE_ SLOPE AWAY NJ J FROM FOUNDATION& L J L J L L // BLEND INTO EXISTING CELLAR :€ FROM FOUNDATION& x / ; ; #j / r , I I BLEND INTO EXISTING w CONTOURS �..:y D ,/ / ; ; / CONTOURS EL. 34.0'GRADE DRIVEWAY ~� a SUBFLOOR` UBFLOOR - - (-9-1 3' 1 3"BA �.... J_ L 3 4 BASEMENT SLAB - - - - .., ' '•��: :• r � s DIAMETER MAx EL.32'�"TOP OF FOOTING ( 10 2 a") - - - - - - - - - - - - - - - - - - - - - - - - - - -L--J- -- - - - - - - - - - - - - - - - - - - - - - - t 4' T HICK WOOD STAIR U CONCRETE SLAB STAIR PARTS 5.4 TO IBE SELECTED O I ' 6"DIIAMETER MAX I �] Q wN L) 0SECTION 13-13w SCALE: I.. _ _A 4 - 1' 0" z �' A3.1 Q w W � Q O p � � O DRAWN BY: MZ c SE kED ARC ioAft ttrr.m S'i� 1 1 F,d �+�, AO.0219�`�` ,F• CHECKED BY: BUILDING SECTION SCALE:y4'=1'-0" A3 .2 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2018 BLD.DEP.:09-25-18 ALL WEATHER CAULK, INSTALL METAL OR CLAY BACK-UP ROD & CHIMNEY TOP JOiNT FILLER B MiN. 2`-04 ABOVE THE A HIGHEST POiNT WHERE e THE CHIMNEY AND ROOF 4"SOLID MASONRY WALL TIESw,$0 LID..WVT.0E INTERSECT, ANDA (BRICK, BLOCK, STONE) ;f CONCRETE CAP MIN. 2'-0" ABOVE ANY t H W-14 PART OF THE ROOF '•v„ w 814"x 874°' WITHIN A HORIZONTAL �:if; ,a� "I1711fiI.rAI1t3�;. ALL AROUND 4 +4„a„� :d''� !a., d l`,i!`�.'A.,I:O.�°a a o;ls:.a', :•' A�:�'1! N FLUE LINER DISTANCE OF 10'-0 g i %”MIN.•AIR SPACE B 13"'x 13"FLUB LINER SOLID MASONRY METAL FLASHING I ALL AROUND MIN' 5/8"WALL (BRICK, BLOCK, o THICKNESS STONE) =! 4"SOLID MASONRY ALL-WEATHER 1" Nti.'AIR SPACE 4"SOLID MASONRY' CAULK (BRICK, BLOCK, STONE) METAL FLASHING MIN. 74" AIRSPACE StD(NG SIDING U ROOF LINE SHEATHING o� 2"x'6" FRAMING I _+ MLMSE R 4"SOLID MASONRY WYTHE i FIRESTOP: 26 GA. GALVANIZED �� " 4" x Q" x i6" i i CEILING JOIST STEEL OR NON-COMBUSTIBLE 13 x13 FLUE LINER INTERIOR MASONRY SHT. MAT'L. 74 THICK MAX. I MiN. 5/8 WALL THICKNESS SEF NOTE iN 'TEXT ~ I UNDER CHIMNEY FOR CD I REFRACTORY MIX SEi ION C-C VR C. OU •NDING MASONRY � I I 1/16" TO 1/8" JOINT I I I THICKNESS MAX. I I 13"x13" FLUE LiNER 874"x 874" FLUE LINER z MIN. 5/8" WALL INTERIOR MASONRY FOR SECONDARY HEAT SOURCE O STAGGER FLUE JOINTS NOT x I THICKNESS TO COINCIDE WiTH OTHER 74" MiN. TOTALTHICKNESS OF BACK a 2x4 OR 2xG STUDS MASONRY JOINTS 4"SOLID CONCRETE SLAB AIR SPACE AND SIDES OF FIREBOX IS ALL-WEATHER CAULK (EXTERIOR WALL) 8" MIN. ! I BASE OF FIRST FLUE MUST %"MIN. AiR SPACE OUTSIDE AIR INTAKE 4"SOLID I -- -' MiN. 1"AIR SPACE FROM I ON ALL SIDESBE . SUPPORTED I I COMBUSTIBLES TO 4" d• SOLiD MASONRY FOR 8%4"x874" FLUE LINER C I I s,° C CHIMNEY CHIMNEYS ON EXTERIOR WALLS I FOR SECONDARY HEAT I MiN. 2" AIR SPACE FOR DAMPERS MUST BE SOURCE FROM BASEMENT ( I ° p` CHIMNEYS PASSING THRU CERTIFIED TO HAVE AIR INTERIOR WALLS. INFILTRATION LOSSES IN ASH DUMP CLOSED POSITION NOT TO I i LL-WEATHER CAULK - -- - EXCEED 20 C.F./MiN. NON-COMBUSTIBLE , - I i a J °=b; T � DRYWALL _I I EXTERIOR PLYWOOD ENTIRE SMOKE CHAMBER r EITHER FIREBRICK LAID I ! H SMOKE CHAMBER I t• iN REFRACTORY MIX OR _ -- - 4" (MiN.) SOLiD MASONRY PARGED WITH 3/4" THICK 00 00 SMOKE DAMPER + - - I I ANGLES AND DAMPER TO REFRACTORY MIX, BE INSTALLED WITH Y," - I CLEARANCE ON EACH - - - - - - ~ CLEARANCES TO COMBUSTIBLES 2"' MIN. AIR SPACE � END FOR POSSIBLE EXPANSION -} THE TOTAL THICKNESS OF THE FOR FIREPLACE O I I 1" MIN.AIR SPACE , (i I 2" FRONT AND SIDES — — _ SMOKE CHAMBER WALL SHALL FOR CHIMNEY BE A MINIMUM OF 6 WiTH ! 'b� FIREBRICK LINING OR 8" WHEN N 4" BACK (FOR INTERIOR MiN. 8" C' 'o`er USING THE 4" PARGE COATED i FIREPLACE) o SOLID CONCRETE MASONRY I ` I 00 z F LIMITS. I_ — __--_ _ II 1 i MIN. 74" AIR SPACE I ' _ _- -. � -� ALL-AROUND 1 I + A i �- BACKSIDE OF FIREBOX M FIREPLACE T. '� FIREBRICK PARGED WiTH a' .1l:-. i MASONRY CEMENT MiX ASH DUMB FIRESTOP: - SOLID MASONRY FIREBOX LINED WITH MIN. 274" THiCK FIREBRICK ! D ' --�.• SEE NOTE ABOVE B I {) I C RUBBLE FILL OR HEARTH EXTENSION (HEARTH AND SIDIEWALLS) LAID IN A SOLiD MASONRY M AND N ARE MIN. REFRACTORY MIX-SEE SPEC. UNDER E j DIMENSIONS REQUIRED. SECTION O`D HIGH TEMP. RESISTANT MATERIALS. {� I j THE TOTAL THICKNESS OF THE JOINTS 1/16" TO 3/'16" ACCEPTABLE �� Q I ! FIREPLACE WALLS, INCLUDING THE D I �1 D `-` FIREBRICK LINING SHALL BE A MiNiMUM OF 8". w CL �"�'�'�'3 a.. o: ;:` q,.a'• �' 9" x 474" x 274" FIREBRICK �--, O a`o.o D: •O'.s ,d .9: .D`DD !.e s• 6•'.p'. �', :o 'D'.'p'•P'o:�.oti'`,c�:�`` o,.P ;rarn',•,8 E" I - %" MIN. AiR SPACE CHART I'� C � CONSTRUC'.'nb�1 DIMENSIONS(APPROXJ U i OUTSIDE AiR INTAKE. IF DESIGN CALLS FOR AIR INTAKE FROM t►nto�r SMOKE FWtIDACIO!1 HEARTH FrHEPLACE ppTIN.G �� a I I 4" SOLID CAST-iN-PLACE , GARAGE, BASEMENT, OR OTHER INTERIOR FIREPLACE OPENING -IN. cErn� CHAMBER SIZE EXTENS)0n STEEL ArNGLE FLUE S!a1=. SiZE ``� i I CONCRETE SLAB WITH SPACE CONSULT LOCAL CODE ENFORCE- (IN.) '0N.) IN. REMOVABLE FORM OR WITH �� MENT OFFICIAL FOR INSTRUCTION. A B C D E r G H 1' J K L M N = .N. IN. O P _ STD. 6" OR 8" NON-COMBUSTIBLE FORM I:_____..._ _^� I CONC. BLOCK 84 REBAR PLACED 6" APART, W;i�"�� 24 24 16 12 14 18 9 32 18•,� , 12 3Z 64 40 16 3gx3x3x3/i6 874x13 X14 76 ASH PIT EACH WAY. __ :'I•°t°;� a " -- I I - ;�, , t 30 26 16 18 14 20 9 38 24 12 3.2 72 46 16 36x3x3x3/16 874xi3 44 84 (� 8 THIMBLE FOR ! _ :.�• SECONDARY HEAT I --- - - SOURCE FOR BASEMENT I , FIREPLACE ASH DUMP 36 26 20 24 14 20 9 44 28 12. 140 80 ' 60 - 20 42x3x3x3/16 13x13 52 92 W � 0 MUST BE 18" FROM i I -- FOUNDATION V -- COMBUSTIBLES OR USE I I I JI- TOP COURSE OF FULL WIDTH 42 32 20 30 14 26 9 50 32 12 40 88 66 20 48x3x3x1/4 13xi3 52 100 W w N u APPROVED CLEARANCE I - I BLOCK TO BE SOLiD OR REDUCTION SYSTEMA. ( COURSE TO BE GROUTED 48 32 20 34 14 26 9 56 36' 14 40 88 12 20 54x3x3x1/4 16x16 52 100 W ^ 0 K 04 O L 54 36 20 38 76 28 13 68 44 14 40 96 78 20 60x3x3xl/4 16x20 52 108 w 0 I 60 38 22 42 16 30 13 72 44- 14 40 96 84 20 66x3x3x1/4 16x20 52 108 Z Q STANDARD I I I FOUNDATION I I WATERPROOFING CLEANOUT DOORS ---- STANDARD CLEANOUT DOORS — ~ _L w I I 72 40 22 54 18 30 13 84 56 14 40 lit 96 20 -84x5x374xg/16 20x20 52 124 Q � � Ca I ! I I BOTTOM OF ASHPIT I I i i NOTES O O I I FOR BASEMENT AND 1 a ti FOUNDATION DETAILS: QUALITY IN DESIGN - FOR PURPOSES OF ILLUSTRATION IN THiS SPECIFICATION WE HAVE CHOSEN A STANDARD 36" (Di- I SEE TEK SPEC. 4 MENSION A) FIREPLACE AND CHIMNEY WITH A SECOND FLUE FROM THE BASEMENT EL.EVATION USA I I USA I ! AND CONSTRUCTION FOR A SECONDARY HEAT SOURCE. DRAWN BY: FILL W/CONCRETE MIX TO I � I �' I PRACTICE IS NECESSARY PLEASE REFER TO 7H.E LOCAL BUILDING CODE OR TABLE 1 OF TE BOTTOM OF CLEANOUT DOOR i - - - --- FOR ALL MASONRY - K SPEC 4 FOR THE PRESUMPTIVE p tr :�' c' ' a`;�, • v ` ' ar FOOTER TO CHIMNEY CAP. UNIT SOIL BEARING;VALUES. THE TOTAL WEIGHT OF THE FIREPLACE SHOULD BE CHECKED AGAINST THE ALLOWABLE SOIL BEARING VALUES TO DETERMINE IF PROPER'SUPPORT HAS BEEN PROVIDED. G\S,EREDARcS/� 1 pAVlp 1 U THIS DRAWING HAS BEEN REDUCED FROM AN ORIGINAL. PLEASE DO NOT SCALE OR PROPORTION �`� o�� Oos�o� �– I DIMENSIONS FROM THiS DRAWING. > c•� �, I I„>• o`al I' o,rrrs '. .. '., • p �'a '.I I :Q: :a` ••n,; ••:a. BOTH THE INSIDE TEXT AND THE DRAWING DETAILS MUST BE REFERRED TO PRiOR TO COINSTRUC- . _ (� IF P . , a , • p 'd � •• S DRAIN TILE �,,p`' q;�•,A/• o;;'Q ;•;;;��'A' I ;� q,,, ,a,;:•:o ;Imo•• TiON. PLEASE READ ALL OF CURRENT TEK SPEC do � �° / 021 1, ,° •'� :`;�''��'ti � ''o” :a-`'''� z e'.'o;aQ °� FOR MATERIAL SPECIFICATIONS REFER TO THE CURRENT TEK SPEC gTFQ����o� a FOOTING i b' I . '., :�r rQ :='p•,d'.,••' :,, .'•p:�,r;'_ . ., FOOTING ;•c',••4',;'q'.,V;'. Ir`ro• -�,!; �;:D• '' '� 'p'"'; it 'o.r ""• '` °" O FULL SIZE (2' x 31) PRINTS OFTHISPLATE ARE AVAILABLE THRU THE NEW YORK STATE CONCRETE CHECKED BY: p A'4 ' D!' MASONRY ASSOCIATION FOR 5.00 EACH. P THIS DRAWING USED WITH PERMISSION FROM THE IRE PLACE g UNDISTURBED OR UNDISTURBED OR A NEW YORK STATE CONCRETE MASONRY ASSOCIATION. ,- ETAILS 7ZL IF COMPACTED SOiL COMPACTED SOIL > . - SECTION A-A SECTION B-B SCALE: AS NOTED NEW YORK STATE CONCRETE MASONRY ASSOCIAT.i0 ' A5 . 1 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SIHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2018 BLD.DEP.:09-25-1 1'-0" 5 1/2" FLASHING SEE PLAN c� o AS REQUIRED PACK-OUT WEB OIF JOIST WITH RIM r O JOIST 0 EACH SIDE(TYPICAL) Q z CEDAR SHINGLES ON LATH ATTACHED TO ROOF RAFTERS(TYPICAL) 2"x 10"@ 16"O.C. ROOF RAFTERS SIMPSON HURRICANE CLIP AT EACH RAFTER. 12" PROVIDE GUTTERS AND LEADERS AS 4 R.B.S.SOLID CROWN REQUIRED.STYLE AND MATERIAL TO BE (28117-PINE)OVER /x8"CWP FASCIA SELECTED BY ARCHITECT AND OWNER T.J.I. FLOOR JOIST 0 N i 5/4"x 8"AZEK FASCIA BOARD. 00 00 N 1"CONTINUOUS BRONZE SCREENING VENT —' STRIP. 2X6'S STUDS 16"O.C. DYKES# 173 CLEAR WHITE PINE CROWN DYKES#25 SOLID CLEAR WHITE PINE Lz7 z MOULDING MOULDING O 4"T&G CLEAR CEDAR a ALIGN FACE OF COLUMN WITH FACE OF 160Z LEAD COATED COPPER COLUMN CAP PROFILE AND WIDTH TBD FINISHED GIRDER ol SIMPSON MSTA36 STRAP PLACE ON ANGLE. WINDSOR I BEAD BOARD CEILING DECORATIVE RED CEDAR DYKES# 173 CLEAR WHITE PINE CROWN DIAMOND SHINGLES OVER MOULDING HOUSEWRAP,OVER 5/"EXT PLYWOOD 8"x 8"WOOD COLUMN WITH CHANIFER 1X4 BEAD BOARD TONGUE COVERED PORCH AND GROOVE RUN 3-2"x 6"ACQ POST CONTINUOUS FROM CLEAR CEDAR SOFFIT TOP OF CONCRETE WALL TO BOTTOM OF GIRDER 5/4"X 4"MAHOGANY DECKING MATERIAL 00 R.B.S. BED MOULDING � 2"x 8"ACQ DECK JOIST AT 16"O.C. (28032-PINE) OVER s/"X10 CWP FRIEZE OVER 5/" BLOCKING SIMPSON STAINLESS STEEL ABU66 HOLDOWN O AZEK RISER BOARD. INSTALL AS PER MANUF. FRIEZE W REQUIREMENTS [�] 00 z PORCH PITCH DOWN 1/8"PER F-0" _ FINISHED FIRST FLOOR TYPICAL EXTERIOR WALL:RED CEDAR SHINGLES 1 (R+R#1,6"TO WEATHER) O O TOP OF P.C.WALL OVER TYVEK OVER%" PLYWOOD OVER 2X6 STUDS @ •' �` 16"O.C. WITI l R-21HD BATT Q 2v Q a / INSULATION. O FINISHED GRADE (VARIES) z • _.€ • / a U s/"X4"CWP HEAD CASING BY O MARVIN z i A5.3 w O MARVIN WOOD ULTIMATE � a DOUBLE HUNG W Z 2-2"x 10"ACQ P.C.FOUNDATION Q WALL AS PER o 2"x 10"ACQ CONTINUOUS LEDGER LAG a 4 FOUNDATION PLAN w BOLTED TO FOUNDATION : a� ' � BARGE END AT GABLE ROOF ►-� � a a . a (D SCALE: w wN � O w ICE AND WATER O BOTTOM OF SONO TUBE / SHIELD AT ALL w w LEADING AND RAKE z Q / EDGESQ 7 12"THICK POURED CONCRETE SONO TUBE DRAWN BY: MZ NOTE : BOTTOM OF ALL POURED ' "MINIMUM CONCRETE FOOTINGS SHA4- 2"x 10"@ 16"O.C.ROOF RAFTERS c��RED aRc BELOW GRADE AND BEAR wc,�' �0AVID,�ti���� ON UNDISTURBED SOIL. OR w 0 a , 2"x 6"SOLID WOOD BLOCKING -1 1 TYPICAL PORCH DETAIL PROVIDE HURRICANE TIES BELOW S ID 1 scnLe:3/4"=r-0° BLOCKING sT �.021��' e- �rFOF NPN.�O CHECKED BY: 2OVERHANG DETAIL PORCH DETAILS SCALL.3/4"=Y-0" NOTE: ,SCALE: AS NOTED PROVIDE SOLID CROWN OVER 5/4"x 6"CWP FASCIA ON RAKE (TYPICAL) A5 .2 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 20113 A B BASE PLATE BLD.DEP:09-24-18 I' W 8 x 24 15" 10" 3" x 5" x 14CONCRETE NOTES" DEPTH OF BLOCK-OUT TO BE 2"LOWER jn W 12 x 45 19 ` > " 14" 4" x 5" x 18" THAN BOTTOM OF - - CONCRETE FOR BEAM. 3„ ALL FOUNDATION WORK SLABS W 12 x 65 20" 14" a x 5" x 18" 1 G ON O ROUND ETC, SHALL BE 3500 PSI AT 28 DAYS UNLESS OTHER WISE NOTED. =`� = _. ,:;'` •" '' W 14 x 90 21' 16" 1' x 5" x 20" ' .• STEEL BASE PLATE THE BOTTOM OF ALL FOOTINGS SHALL BEAD ON FULL WIDTH OF W 14 x 132 21' 16" 1' x 5" x 20" 6" ;� UNDISTURBED SOIL HAVING A MINIMUM BE BLOCK OUT.GROUT �� .�:.�:• � '• ' :w � = ` O ARING SOLID ONCE STEEL Is r: '• ^' CAPACITY OF 4000 LBS/FT2. ELEVATIONS 3„ NS OF FOOTINGS SET. W 16 x 45 15" 18" 4 x 5 x 14° SHALL BE VERIFIED D BY A LICENSED PROFESSIONAL ENGINEER BEFORE CONCRETE IS PLACED. W 14 x 68 17" 16" 1' x 5" x 16., Y4")(6"HILTI },•.'ti,f r? ... 3 ALL SLABS ON GROUND SHALL BE POURED IN A HIT-H4 ANCHORS " Y` '' W 14 x 38 115" 16" 3" O a x 5" x 14" CHECKERBOARD SEQUENCE WITH 1000 FT/2 MAXIMUM AREA PER POUR CONSTRUCTION JOINTS SHALL OCCUR W 14 x 48 15" 16" 4' x 5" x 14" ON COLUMN CENTERLINES UNLESS OTHERWISE NOTED. PLAN VIEW DETAIL A W 14x82 17" 16" 1" x5" x 16" O CONCRETE COVERING OF REINFORCING SHALL BE AS BEAM POCKET DETAIL FOLLOWS: 1" FROM WHERE SLABS ARE FORMED ON 2 SCALE: GROUND, 2" FOR SIDES OF GRADE BEAM, PIERS AND WALLS , 3" FOR FOOTINGS. Ln CIA 0 5 ALL REINFORCING BARS #3 AND LARGER SHALL BE O DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET 00 N STEEL CONFORMING TO ASTM-60 UNLESS OTHERWISE c, NOTED ON THE PLANS. WELDED WIRE FABRIC TO BE C° ASTM-A-87 AND HAVING A MINIMUM TENSILE STRENGTH z SEALANT OF 70,000 PSI. xo a 2 LAYERS OF 3/4" SUB-FLOOR 6 THE CONTRACTOR SHALL VERIFY ALL DRAWINGS FOR GLUED AND SCREWED. O COORDINATION BETWEEN TRADES. LOCATE BOLTS, SLEEVES AND TRENCHES, AS REQUIRED FOR MECHANICAL CLOSED CELL SPRAY FOAM AT TRADES, PROVIDE AND OR INSTALL ANCHORS, INSERTS, RIM JOIST PERIMETER BAYS HANGERS, ETC AS REQUIRED FOR VARIOUS TRADES. 2x4 TREATED PLATE FIRE BLOCKING THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR FLOOR JOIST FOR SIZES SEE PLAN O REINFORCEMENT DETAILS FOR APPROVAL BEFORE TERMITE SHIELD PLACED PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL TOP OF FINISH FLOOR. BETWEEN DOUBLE SILL SEALCHECK ALL DIMENSIONS AND ACCEPT FULL DATUM 0'-0 RESPONSIBILITY FOR ALL DIMENSIONAL CORRECTNESS. NO STRUCTURAL DRAWINGS ARE TO BE REPRODUCED FOR TREATED 2X6 PLATES USE AS SHOP DRAWINGS. 00 O CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE �`— "• �i� NO MORE THAN 80'-0" APART AND NO LESS THAN 8'-0" 1 "MIN '� FROM ANY PIER. HORIZONTAL JOINTS SHALL NOT BE o FINISH GRADE ° _ 2" CLOSED CELL INSULATION PERMITTED. FOLLOW A.C.I STANDARDS LATEST EDITION FOR ALL oo z SLOPE GRADE AWAY FROM ° e .. :° STAINLESS STEEL ANCHOR BOLTS: 5/8" DIAMETER X 12" O DETAILS OF CONCRETE CONSTRUCTION AS TO TIES, FOUNDATION WALL BLEND �. LONG WITH STAINLESS STEEL 3" X 3" X 5/s" PLATE ANCHORAGE, REINFORCEMENTS, SUPPORTS, ETC. W o INTO EXISTING CONTOURS a .b WASHERS SPACED AT 2'-8" O.C. ANCHOR BOLTS a 101"°. 2-#5 BAR CONTINUOUS ° : SHALL ALSO BE LOCATED WITHIN 12 FROM THE ENDS THREE(3) SAMPLES OF CONCRETE FOR EACH 100 CUBIC OF EACH PLATE SECTION AND l'-O" FROM CORNERS. 10 YARDS OF CONCRETE SHALL BE TAKEN FROM THE MIXER W O a AND TESTED IN COMPRESSION IN ACCORDANCE WITH o A. ASTM 059-61 BY A QUALIFIED TESTING LABORATORY. ►---+ r^ ONE CYLINDER SHALL BE TESTED AT 7 DAYS AND TWO W o W ° CYLINDERS TESTED AT 28 DAYS. REPORTS OF CYLINDERS w POURED CONCRETE TEST MADE DURING THIS PERIOD SHALL BE SUBMITTED j z o a FOUNDATION WALL ° 2X4 STUD WALL WITH R-13 GRADE 1 INSULATION rn TO THE ARCHITECT FROM THE CONCRETE SAMPLEDe ABOVE, WITH A RECORD OF THE SLUMP. a a °' . .. MILDEW RESISTANT GYPSUM BOARD TYP. IN BASEMENT °O 0 oA DAMPROOFING SYSTEM ON . ° W H FOUNDATION WALL AS PER 11 NO TRUCKS, BULLDOZERS, OR HEAVY EQUIPMENT SHALL z ARCHITECT. dBOND BREAK BE ALLOWED WITHIN 10'-0" OF FOUNDATION WALL UNTIL °. z ° 4" THICK CONCRETE SLAB. REINFORCEMENT SUPERSTRUCTURE HAS BEEN ERECTED. W ro a: " .m� 6X6/W1.4XW1.4 WWF ® CELLAR. 12 FOOTINGS SHALL NOT BE SET IN GROUNDWATER. ALERT a ARCHITECT IF GROUNDWATER CONDITION EXIST BEFORE r :° 4 6" FULLY COMPACTED CONSTRUCTION TAKES PLACE. w °: .� ° SAND AND GRAVEL w O 2" RIGID INSULATION, TAPE AND 13 THE CONTRACTOR SHALL PEFORM ALL EXCAVATION AND ° DE-WATERING SO AS TO PREVENT ANY DISTURBANCES Q SEAL JOINTS (VAPOR BARRIER) TO THE BEARING STRATA OF THE SOIL. 3-#5 BARS CONTINUOUS Q w TOP OF FOOTING. • 14 AIR CONTENT, UNIT, WEIGHT AND TEMPERATURE SHALL °' w o :°. 2 X 4 BE MADE AND REPORTED WITH THE COMPRESSION TEST. z r. ACQ SLEEPERS ON FLAT n @ 16" 0.C. 15 KEYS FOR FOOTINGS, FOUNDATION WALLS, ETC MUST BE o w o BOT OF FOOTINGO PROVIDED AS SHOWN IN SECTIONS AND DETAILS. a z . o MIN 16 ALL COLUMN BASE PLATES AND COLUMN BASES BELOW SLAB SHALL BE ENCASED WITH A MINIMUM 3" OF CONCRETE ALL AROUND. DRAWN BY: MZ GROUND WATER. 17 ALL CONCRETE THAT ON COMPLETION WILL BE EXPOSED BOTTOM OF FOOTING SHALL 2x4 TREATED BOTTOM PLATE WITH TO THE WEATHER, FOOTINGS AND FOUNDATION WALL, ��REDAPC BE A MIN OF 2'-0" ABOVE SHALL BE AIR ENTRAINED. GNc GROUND WATER AND BEAR NON-CORROSIVE FASTENERS. PROVIDE C. 2 -0 CONT. SEALANT OR GASKET BETWEEN 18 NO CONCRETE ADDITIVE WILL BE PERMITTED EXCEPT AS 'o °�. ' s� ON UNDISTURBED SOIL. TOP OF SLAB AND BOT. PLATE. O NECESSARY FOR THE REQUIRED AIR ENTRAINMENT. : k v O19 SLABS ON GROUND SHALL BE PLACED ON WELL 021n�"o�,� COMPACTED POROUS FILL COMPACTED TO 95% DENSITY. - FOUNDATION WALL SECTION CHECKED BY: 1 SCALE: 3/4'►=1'_O" 20 BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION OUNDATION WALLS UNTIL THE CONCRETE HAS ATTAINED SUFFICIENT ALL STRENGHT TO RESIST SUCH LOADS OR FOUNDATION SCALE: AS NOTED WALL HAS BEEN LATERALLY BRACED. A5.3 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2018 BLD.DEP:09-24-18 BEARING WALL. 2" OF RIDGID INISULATION SEE DWG. A5.3 4" THICK CONCRETE FOUNDATION WALL 4" THICK CONCR SLAB. REINFORCEMENT L Ll SLAB. 6X6—W1.4XW1.4 NNWF @ --T CELLAR. 4" THICK CONCRETE VARIES SLAB. REINFORCEMENT 6X6—W4XW4 WWF ® 1'-6" 6" 6" 1'-6" GARAGE. a ° d• KEY JOINT AT SLAB FOR NON—CONTINUOUS POUR. . o e•• Q•, e ' c .d4- e v e 4 a ° r x x x x x x 'd a• x ° x.- .�: x-d x x x x e o ad v•• d d d . 6 MIL VAPOR BARR a° 1'-0" MIN. Nka UNDISTURBED BEARI G R = 2'-0" MAX. MATERIAL OR MINIMU 6" L = 2XR FOR SEE FOUNDATION PLAN FULLY COMPACTED S ND SOIL BEARING. o FOR FOOTING SIZES & 3—# 4 BAR CONT. SLAB AND GRAVEL. STEP FOOTING N REINFORCING 1 000 SCALE: %"=1'-0" SCALE: %"=1'-0" `�' # 4 BAR ® 1'-0" O.C. co COLUMN SEE PLAN z 0 HAUNCH FOOTING 3 a SCALE: 3�¢"=1'-0" I EXPANSION JOINT 6 STEEL LALLY COLUMN, WITH INERT ELASTIC PROVIDE BOLTED CONN. AT FILLER TOP+BOTTOM PLATES 1/2„ CUT JOINTS 25% OF THE DEPTH — 2" THICK ISOLATION JOINT OF THE SLAB. FILL WITH INERT TOP OF PIER —0'-8" COMPRESSIBLE FILLER. xd : x a ` x�1- T--� •-�— K FROM TOP OF SLAB. I• _1 8., FILL VOID WITH INERT I 6 MIL VAPOR IER. ,�. ` d �, IT CAULK FILLER 4" CONCRETE SLAB 3000PSI AT °�� ° " PIER AS REQUIRED 28 DAYS OR AS NOTED ON THE MAXIMUM JOINT SPACING IN EACH COLUMN SHALL DRAWINGS FEET SHOULD NOT EXCEED 2.5 TIMES ANCHORED WITH 3" d� d_ 4—#3 BARS, FOOTING TO00 a U—ANCHOR BOLT. PIER, DOWELS FULL THE THICKNESS IN INCHES. SLAB THE d a. a a t JOINTS SHOULD BE NO FURTHER d 4 4 d d I ° d HEIGHT OF PIER & TIES APART THAN 20 FEET. a aC� 1'-0" O.C. a 41 O „ . .s : , p d W , d:. 00 z ALL CUTTING a. •. . ` C NG TO TAKE PLACE . . ......:... .... r ..; ....,...... ,.... ti z FOOTING LOCATED CATED 0 ,—, 0 SEE EE FOUNDATION PLAN WITHIN AFTER OUR PERIOD A T d : : Y. d SUITABLE B � d .: .. :. .. . . , . . BEARING �' CONCRETE POUR .�- ��• FOR FOOTING SIZES & a, � ` MATERIAL AS DETERMINED 74 REINFORCING I y.. BY TESTING p� MIN 2 TON S.F. O � _'s`•{;`-y::+` s;._ ,V .:r+-.•,irti. `_ti?e?c.?? — I I—III �� I}�. PROVIDE 3 MINIMUM IIID" - 1I—III— •�: I I— III—I :;, 4�'c•nn r..',',t-._•`a..:� n.; ?K_w .i.:v+:�,"1{S,%,.;:�3.K.kr- � _,,,•5`_.,..':.`ti's'..`.+^4v:<:di:!�kr, .`:-'4. .ry.•....., ti x` .R:_a. — =111 1=III ,� ;,.;� •r,,..r,. _��: -,•`,... ��: IIII_I I III CONCRETE COVER ALL �---� CONCRETE SLABr s ; --xs• .., -tea TYPICAL PIER � AROUND �. ,� _ � :��_ ::_� k..•,.::F. 4•_. �,. a� COLUMN & BASE � � 4�'^ ,;{G�.µ.�.i:,'�s'?`'` ..ti i'��7 y,"f".•i; <:6u :v» r T, `� #``� X"`j'``'`� ` FULLY COMPACTED SAND PLATE BEFORE POURING r 7 y . �.,�-,r INTERIOR FOOTING O TI r.:�4v ;:�= AND GRAVEL SLAB. CONTROL JOINT AT CONCRETE SLAB 2" OF RIGID INSULATION , SCALE: %"=1,—O„ a. '7 SEE DWG. A5.3 -`",'V. w O '7 SCALE: FULL U W � DRILL %" DIAMETER UNDISTURBED SOIL LINE OF FOOTING CONTROL JOINTS HOLES @ 12" O.C. BELOW. 7 .- REINFORCEMENT BARS ®COLUMN CENTERLINES VERTICALLY 6" DEEP � W CENTERED ON NEW SEE DETAIL I ►--� � a FOUNDATION WALL. FILL SOLID WITH NON SHRINK Y2" THICK ISOLATION o JOINT FILL WITH INERT GROUT AND SET #5 COMPRESSIBLE FILLER. 2'-6" LONG BEFORH TYPICAL I N 'I'E ` 10R FOOTING W w N POURING NEW WALL. 5 n EXISTING FOUNDATION COLUMN 1 O {{' SCALE: N.T.S COLUMN W O ' CENTERLINE CENTERLINE w W x � z n ell a dam' O� e v d STEEL COLUMN SEE PLAN d e ..i••' FOR SIZE ° DRAWN BY: O n FOOTING VARIES D 0 W E L � FOUNDATION sT °•021ck SEE FOUNDATION P N �TF0-NL�^7�pe: 1 SCALE: 3/ "=1'-0" CHECKED BY: 4 CONTROL JOINT � COLUMN -OUNDATION SCALE: 3/4"=1'-0" ETAILS SCALE: AS NOTED A5. 4 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE. ARCHITECT P.C.. A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW. STATUTORY AND OTHER RESERVED RIGHTS. INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS. FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. n 2018 BLD.DEP.:09-24-18 A.C.Q.POST (SEE FRAMING PLAN FOR SIZE+ . LOCATIONS ) SIMPSON STAINLESS STEEL H2.5 HURRICANE TIE A.C.Q. DECK JOIST A.C.Q. POST (SEE FRAMING PLAN FOR SIZE+LO ATIO S ) (SEE FRAMING PLAN FO IZE A.C.Q.DECK JOIST i +LOCATIONS ) (SEE FRAMING PLAN FOR SIZE +LOCATIONS ) 1 J . SIMPSON STAINLESS STEEL POST POCKET,PROVIDE H2.5A HURRICANE TIE JOIST AT EACH SIDE OF ROS 1 . . SEE PLAN I i :::::::: I._.., .,.,. ) E ...,.. ft 4 _ SIMPSON STAINLESS S AC6R HOEDOWN.USE SIMPSON FN STAINLESS STEEL ACE HOL WN FOR END POSTS 00 N DROPPED GIRDER , (SEE FRAMING PLAN FOR SIZE ° LOCATIONS ) ° ° ° W PACK OUT GIRDER AS REQUIRED z O k1l �. SIMPSON STAINLESS STEEL 6X6 CONT ACQ P AC6R HOLDOWN DROPPED GIRDER (SEE FRAMING PLAN FOR SIZE +LOCATIONS ) SIMPSON STAINLESS 3 — STEEL ABU66 WITH SEE POST WRAP i ENTABLATURE SIMPSON STAINLESS STAGGER FASTENERS IN 2 ROWS DETAILS STEEL 5/8"x 6"WE E ALL 000 6X6 CONT ACQ POST 2"MIN TO EDGE OF FASTENER 00 1 UPPER GIRDER TO POST CONNECTION ( SECTION ) UPPER GIRDER TO POST CONNECTION ( ELEVATION ) SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=F-0° CENTERLINE OF FASTENER O 00 W z wrn o 6X6 CONT ACQ POST. 2"MIN TO EDGE OF FASTENER STAINLESS STEEL _ FLASHING 1'-0"VERTICAL MIN. O SEE POST WRAP DETAILS MINIMUM SPACING STANDARD.SEE '� O 5/4"DECKING WITH FULLY CONCEALED TABLE R507.2 OF THE 2015 [RC DECK STAINLESS STEEL FASTENERS LEDGER CONNECTION TO BAND JOIST STAINLESS STEEL A.C.Q. LEDGER WITH SPACER LAG SCREW OR CARRIAGE BOLT w SIMPSON JOIST HANGER i z 5/8"DIA.CARRIAGE BOLTS; O i a SEE', PLA � 1/2"STAINLESS STEEL MACHINE STAINLESS STEEL SIMPSON JOIST w O BOLTS WITH WASHERS HANGER a A.C.Q.JOIST � : A.C.Q. DECK JOIST (SEE FRAMING PLAN FOR SIZE+ SEE PLAN (SEE FRAMING PLAN LOCATIONS ) :::::.:.:..:.: FOR SIZE+LOCATIONS ) i W 2"MIN TO EDGE OF FASTENER X MIN THREAD — — 2'MIN TO EDGE PENETRATION - - OF FASTENER LEDGER DETAILS ( ELEVATION ) ,� O PANELS 5 SCALE: 1 1/2"=1'-0" W w N WITH Q LATTICE ACQ GIRDERS EACH SIDE OF POST 6-SD*9 x 1-1/2"SCREWS OR 8-10d x 1-1/2"NAILS M Q INFILL,SEE e ::(: .: : O W BUILDING STAINLESS STEEL SIMPSON DTT1Z. HOLD f 11 : : w O DOWN DEVICE MIN 750 LB..CAPACITY AT ELEVATIONS SIMPSON STAINLESS STEEL ABU66 4 LOCATION,EVENLY DISTRIBUTED � W FOR DETAILS WITH SIMPSON STAINLESS STEEL � � W a 5/8"x 6"WEDGE ALL ALONG DECK AND ONE WIITHIN 24"OF z EACH END OF THE LEDGER. HOLD-DOWN °f - DEVICES SHALL FULLY ENGAGE DECK ( JOIST PER HOLD DOWN MIFR. ::.:::� O , �, a z ,, ... \, . . ...BR01{�1v.L'NE INDi' T��'�;IN SLED� . .: . . . . . . . . . ..: . . \ : �. . . f. . k: 1�Yf:'�•:' ' >. . S DI G' E .OND : . r :>� I N B Y !' : ;.:<• /: ✓. . t'` i �'1' 'N E''S.' l ' D' r\AG' >t . _. . ,.. `\1. ' :.: .:.:.:.:.:.: ..:.:.:.:.:.:...:.:.:.:.:.. ::•:.,.: :.: �`.� ,�..... ,.... .,.\,:�: :�':,r:.. ' :...:.� ::.,:��.;:; ' ,� ..\:. .:..WI'�I�.1�DG:���H>✓RbR.SD�'�'IMB��t. :�.:' '.:. <:.: �. '�, ..:. . .., . ........................ ` :` ' irY'� FO.TQP.pLT'hyTUTDS;.OR �..., �.• s :...:. , \. i .:. . . . DRAWN BY: MZ . . .. �. N ..: CONCIll b,PiER" I IOR'BOL SCI✓mINPOURM IN . . . . . . . .�i�i�ii5t�� R' r /. i f�•::\ \.s . .. x \ ,ED °r ARC , C� °A\(p F R c rqr�OF NEW'°� CHECKED BY: 3 LOWER GIRDER TO POST CONNECTION ( SECTION )- 4 LEDGER DETAIL AT RIM JOIST ( SECTION ) SCALE: 1 I/2"=I'-0" SCALE: 1 1/2"=F-0" ECK STRAPPING SCALE: 2°=1'-0" A5.5 n r .nr+ nnnrrr m.�T.nc. •ern c T•Tr nnm•rT.r •ra nnTnrn�r ram rrm•mTrmnnv .ern n Trmn nr.+nr.+rnrs+n nrn ttmn Tlrnrrmrwrn mrTn nnnvnrnrTm mrTn n • nr nn mrm nn•an�rnn •�Tn rrnnnrnrn•mrn�rc. nnnn•nnn nv rnrrwr n•TTrn nnc+m •nnrttmnnm n n • r • nnn mrttcr nnnrnnm •nm r�rr+mrnnrrnrmrT nn mrrn •nnrmm�nmln arnrnttnnr" nnn Tmn nnrmv vnmrr nncrnnnm mn mrrrn nnnrr+nm mrrr.+ •nnrrrmmnm rnr•rr nn nrnnrrT..n mrrn •rmnrnn n m rn n n rrm mrrn•r nn•tm�rnn .ern r"Tr•rr uTnm nr.+ rrnr.+n nv mrrn nnnrr.+n nn nmrrrnnn nwr nmrrrrn mrrrc. nnnr nn nnn nnrmrrnmrnT.r nn mrttn nnnTr+nm nv nmrrnnn /1 nn•n t to,min. for 8'-0'hl. l8"rnht for e•-0•hl. BLD.DEP.:09-24-I 20"rnhi. for 10'-0"hl. _t W-0' to f8=0"Nftnlshed width) �16'ml - ' l - "11 d wid d' _ 1 A 3'x ll 1/4"mint Header 8d conmon nage ! Li Ll Li Li Li In a 3'grid pattern ' .. % ` 8d conmon = D.C. intermediate wag SIMPSON LSTA24-20 GAUGE RIDGE STRAP W/9- IOD NAILS EACH END }=` For walls lager than 8, ALL ROOF RAFTERS Bd co � mmon "'.t:-'.:' � epgce joints should be = nags, 3"o.c. localed within 24"of wag mid-helghl ATTIC JOISTS Nag blocking with 10d Im common— strikers at 3"o.c,both B nags,3"D.C. sides of seam. -- Garage s[ab�------- --------- ------ {;r: ' '`` "•�'' 2 anchor bolls per ICE SHIELD UNDERLAYMENT ,:• �::a each narrow wag REQUIRED OUTSIDE ELEVATION CONTINUOUS HEADER OVER SIMPSON H3 HURRICANE OVERHEAD DOOR OPENINGS _ LIP NAILED FROM 24" FTER TO BAND JOIST j T PICAL ALL RAFTERS 5 8d NAILS EACH END H. 141 "fk' al Faelen 1 late,to {_ p s= CEILING JOISTS header w°�h 2 rows —; 7 3"o.a t` IBd sinker naNs,. _�� _ __ _ �o j:;'.,f i dsy' car` � F M - 1,000-Ib.-rated = - - 00 KI chid ' ROVIDE 8d COMMON N =`)"! ng r � tension straps APA RATED PLYWOOD TO NAILS 4"O.C. AT EXTEND ONTO BAND JOIST EXTERIOR EDGE OF ALL 9 co f';t_ Jack stud d'ic: - __ SHEATHING - I-a; Tk --Double lack studs' —t Blocking for mht 2 x 4 ?, splice Joint 2 anchor '-F +'` bolls Si son HDSA SIMPSON LSTA36 32"O.0 :. . : WRAP AROUND RAFTER - .i .a. --------- - - lOd NAILS PLATE W/12 -------- --------- . --------- TYP.EACHEND •f. INSIDE ELEVATION SIMPSON MSTA24 @ 32"O.0 4"PLYWOOD SUBFLOOR W/9- lOd NAILS GLUED AND NAILED(TYPICAL) EACH END-TYP. GPROVIDE SOLID BLOCKING AT GARAGE SHEAR WALL DETAIL - � ALL SUBFLOOR EDGES-FIRST = TWO BAYS OF FRAMING-TYP. - -= WIND LOAD CONNECTIONS 2ND LEVEL JOISTS = - FLOOR JOIST00 AT GARAGE DOOR OPENINGS SCALE: NONE LYWOOD SHEATHING == == _;.__............................_.. . ...................................,....._.__........_..................................... TOOVER LAP BOX _...................................__............................._........ ..-._...... ..._. _ DOUBLE TOP PLATE _ ;............._..._...._.._. ............................_......._._....._.....m...................... ....._....._...._.... BEAM-TOP+BOTTOM : :::::::::....::::::" - HEADER'::::::.:.....:::::..::-...__:':::::::.....::::::::::::::....... ....._._.................._....._..........._.._........._..m........._......m...m....� m... BLOCKING 4' O.C. TYP.) ....................... ......_... ............ ...........__................................................._......._... ..._. __ w 2 X 6 STUDS @ 16"O.C. SIMPSON LSTA36 METAL STRAP @ JACK r� PONS SIMPSON MSTA 18 @ 32"O.C. `f w � X DOOR+ INDOW F^�-1 O AND ALL JACK POSTS OPENING ij W/7-8d NAILS EACH END ^ w D (�1 1 Z ° �j z NAIL SHEATHING TO W SILL PLATE r O 8d NAILS 4"O.C. U W Q W SIMPSON LTP4 ATTACHING IST LEVEL JOISTS MUDSILL TO RIM JOIST PLACED AT 16"O.C. w 4. U ° d ° a ° M d A b < :d ° °. ° ' ° ° ° d d ° ° ° d ANCHOR BOLTS: ° ° ° ° °' ° ` a• a ° s n .1 °• e °' 1 '� W a °. ° 11 (S.S. %"DIAMETER X 12"LONG ° 4 ' a a •a� • ' °Q . s. ' a 8 °• 2 X 6 ACQ SILL PLATE °�, WITH STAINLESS STEEL 3"X 3" d ° . d ° 8 ° Z N x a X Vis'PLATE WASHERS SPACED ° °• a : ad ° da ° ° Q e a. .d ° ° ed' ° ° a ° ° .. °a d � °' AT 32"O.C. ANCHOR BOLTS Q d °. ° ° ° .• d ° ° ° C/1 ° ° d Q ° Q ag.. '°. . ° • ° OSHALL ALSO BE LOCATED d a dSEE FOUNDATION DWG.FOR DESIGN °. -O"FROM THE ENDS d.. ° °WITHIN 1' . a9 ° d . ° a ° d' dd_• OF EACH PLATE SECTION AND d F-0"FROM CORNERS. a . . . .. . ° ' d ° A Z Q PLAN PARTIAL SECTION PARTIAL ELEVATION Q w � Q „ PLYWOOD SUBFLOOR3 HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH DIAGRAM o s GLUED & NAILED (TYP.) a d. O -. SCALE:NONE a a a o .. a a PROVIDE 8d COMMON NAILS 0 4' O . C. DRAWN BY:v .....- : AT HIGH PRESSURE ZONE -: :..:.:-..:.:.:.::::: 6” O.C. AT INTERIOR PORTIONS OF ROOF TYP" BRED ARCy C . �5 �� 8 8 AVi 0 G pp T o � NzN s h h i T JOISe < . I =a S A 10 <A < 45 y.. v v :s:>;;::< >;;>;:;:a »3i>s;;;>s>:sssr>:::>::i v ;>::.:......::::::::::::::..-::..... 1 <9 �< 3 -::::...::::::::::::. ST 4'0.02194 A- SECTION A ° �TFOFNE`0 2 X MIMBLOCKING. PACK GABLE ROOFS GABLE ROOFS HIP ROOFS Q �< 1d' � CHECKED BY: OUT JOIST AS REQUIRED 100 <e �< 45o 10° <6 < 30° PROVIDE 8d NAILS ® 4" O.C. AT PERIMETER INTERIOR TRAPPING PORTIONS OF PANELS IN HIGH PRESSURE ZONES. ETAILS 2 END WALL BLOCKING NOTE : a = 4 FT. IN ALL CASES SCALE: AS NOTED DIAGRAM, SEE PLANS FOR LOCATIONS 4 COMPONENT AND CLADDING PRESSURE ZONES SCALE: NONE SCALE: NONE A5 .6 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2018 BLD.DEP.:09-24-18 CONTRACTOR TO VERIFY: ® LADDER HEIGHT ® F.F. TO TOP OF WALL 1'-6 3/8" MINIMUM © ROOF HATCH BASE HEIGHT DO WALL TO CENTERLINE OF LADDER O EO LADDER WIDTH SAFETY CAP r, NOTES - LJ 1) THIS DRAWING USED WITH PERMISSION FROM O'KEEFFE'S INC. 325 NEWHALL STREET SAN FRANCISCO, CA 94124 TEL: (415) 822-4222 0 0 = N7 1 0— 7" MINIMUM D 2) HEAVY DUTY TUBULAR RAILS FIXED ACCESS ALUMINUM LADDER (MODEL 501) BY O'KEEFFE"S INC. OR APPROVED EQUAL. 3/16" X 2" ALUMINUM WALL 3) CONTRACTOR TO PROVIDE LADDER IN POWDER BRACKET AT 10'-0" O.0 COAT FINISH. COLOR AS SELECTED BY ARCHITECT. MAXIMUM LJ Lo 0 N TOP OF WALL cy) 00N Cy) cfl W LJ V-7O G1. I I I I LJ L -1 I I � H TYP. ALUMINUM SERRATED I ' rF RUNGS AT 1-1/4" ALUMINUM TUBULAR LADDER x LJ I I 2-5/16" HOLES FOR 1/4" ANCHOR a I I BOLTS (BY OTHERS) 00 A I I o O C\2 I 3/16" X 2" ALUMINUM WALL BRACKETS x WI � 1 I I AT 10'-0" O.C. MAX p O LJ ^ ca o a I ( 00 w E I I Q z co o zLJ d 0 vp v 41 -< I 1/4" X 3/4" S.S. H.H.M.B. W/LOCK v ` w NUT AND FLAT WASHER W LJ #12 X 1-1/4 S.S. H.H. w SELF TAPPING SCREWLo �....� �D U LJ a r. 0 w 4" X 1-3/8" X 3/16" a U O ALUMINUM ANGLE STANDARD W w N U FLOOR BRACKET (TYP) 1 1/4" Q 3/16" ALUMINfUM W c� W - LJ ALTERNATE BRACKET EXTRUDED RUNG • 6063—T5 Z Q Q> d NL-2 EXTRUDED ALUMINUM COVER PLATE 6063—T5 O NL-1 EXTRUDED ALUMINUM CHANNEL RAIL 6063—T5 DRAWN BY: MZ \�1-FtED AP c SOA F S� 4O•021'Y" FRONT ELEVATION SIDE ELEVATION ALTERNATE BOTTOM SUPPORT LADDER DETAILS CHECKED BY: grAT.F- 1-1 /2"=1'-0" grATR 1-1 /2"=1'-0" SCALE: 6"=1'-0" SCALE: 6"=1'-0" EGRESS LADD SCALE. AS NOTED A5 .71 F.rT SHAT.T. RF nF7VT7..n THF ATTTHnR nF THF.SF. nOnTTMF.NTC ANT) SHATJ. RF.TATN AIT.T. COMMON LAW STATTTTnRV ANTI nTHF.R RF.GF.RVFn RTrTTTS TNOT.TTnTNr THF. r.nPVRTrTTT THF.CF. ARCHTTF.CTTTRAT. nRA N THF nRAWTNRC ANP RPF.CTFTCATTONS PRF.PARF.n AV TORN nAVTn PORP. ARCHTTF.CT P C ATA FOR THTS PRn.iF.CT ARF. TNSTRIIMF.NTS nF THP. ARCT-TTTF.CT'S SF.RVTCF.S FOR TTSF SOT.F.T.Y WTTH RF.SPF.CT TO THTS PRn.TF.CT THF. ARCHTT WT rC ANT) RPF.('.TFTf:ATTONS RHAT.T. NOT RF. iTSF.n RV THF' nWNFR OR OTHERS nN nTHFR PRn.TF.nTS FOR AnnTTTONR TO TT-TTS PRfLiF.('T nR FOR CnMPT.FTTON OF THTS PRO.TFC.T AY nTHF.RS n 9n1 A BLD.DEP.:09-24-18 FLOOR DETAILS DETAILS AS PER T.J.I. TRUS JOIST MANUFACTURER Apply subfloor adhesive to all contact surfaces _ ( ) ppY ALLOWABLE HOLES TJI® JOISTS Does not apply to vented 16"joists used in Canada TIMBERSTRAND LSL RIM BOARD Load bearing or shear wall above Load bearing wall above (must stack over wall below) (must stack over wall below) $ee chart l king pane For information on lateral Bloc2x4 minimum see chart load capacities, refer to squash blocks current Trus Joist rim Blocking board literature. paAnel �" For rectagulor hales A 1)1 hole ca 2 x D 2 D 2 use measurement of Maintain adequate be ha y ere Dt minimum longest side distance from web (also applies bearings Web stiffeners required to IT holes) Do not cut holes q Blocking panels Web stiffeners required larger than 1%";n 4 1 Trus Joist each side at B1W may be required with each side at B2W cantilever rim board shear Walls above or See FLOOR SPAN TABLES and below—see detail BI p O Minimum Distance From Inside Face Of Any Support To Nearest Edge Of Hole A3 Must have 13/4"minimum joist Bl B1�P GENERAL NOTES in current See FLOOR SPAN TABLES and bearing at ends Trus Joist literature for exceptions B2 B2yf GENERAL NOTES in current Trus Joist literature for exceptions Cut holes with care and in the joist web only EXTERIOR DECK ATTACHMENT INTERMEDIATE BEARING For other load conditions or hole configurations not included in this chart,refer to TJ-Beam®software or Al NO LOAD BEARING WALL ABOVE contact your Trus Joist representative. Structural exterior Load bearing or shear wall above sheathing eWebach stiffeners required (must esent stack over wall below when JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2 minimum each side at B31Y Blocling panels p ) TJI®/ ' DEPTH may be required with Blocking panel 2" 3" 4" 5" 6%4' 7" 8%" 9" 10%4" 12" 2" 3" 4" 5" 6%" 7" 8%"' 911 10%4" 12" shear walls above or 2" minimum below-see detail B1 100C 1'-6" 2'-0' 2'-6' 3'-6" 4'-6" l'-6" 2'-0" 3'-0" 4'-0" 4'-6- Flashing 321 l'-6" 2'-6' 4'-0" 5'-6" 6'-6" l'-6" 2'-6" 4'-0" 5'-6" 6'-6" LO ProTM 100TS 1'-6' 2'-0" 2'-6" 3'-6" 5-6" l'-6" 2'-6" 3'-6" 5'-0" 6'-0" o TJI ® Treated 2� 1� 9�2„ Pro 120TS 2'-0" 2'-6" 3'-6" 4'-6" 6'-6" 2-0 3'-0" 4'-0" 6'-0" 6'-6" N rim joist End of • IStS Th+ r » / » / » 1 » 1 » at centerline " " 2-0 3-0 4-0 6-0 7-0 00 N I � of support ProTM 130TS 2�-0" 2�-6" 31-6" 4�6" 7�Op � diameter Trus Joist pp ProTM 150 2-0 3-0 3-6 5-0 6-6 2-0 3-0 4-0 6-0 6'-6" =• lag bolt rim board Pro- 250 2'-0' 3'-6" '-6" '-6" '-0" 2'-0" 3'-6" 4'-6" 6'-6- '-0" � A2 Must have 13/4" minimum joist 64 ProTM 350 1'-6" 3'-6" 5'-0' 6'-6" 7'-0" 1'-6" 3'-6" 5'-0" 6'-6" 7'-0" w bearing at ends Allowable load is 325 lbs (ASD) and 515 B3 B3W O 100C 1'-0" 1'-6' 2'-0" 2'-6" '- " '- " '- " '_ ^ ^ ' ^ ^ " z 3 0 4 0 6 6 1-0 2 0 2-6 3-6 5-0 5 6 7 0 0 O lbs (ISD) per % diameter la » » » » » p n p p " " g bolt P 321 1�-0 2f-0 3�-0 31-6 5r-0 6-0 9-0 1 -0p 2-6 3-6 4-6 7-6» 8-0 go-Om rx I Pro TM 100TS 1'-0' 1'-6" 2'-0" 2'-6" 3'-0" 3'-6" 6'-0" 1-6p 2'-0" 30-0" 4$-0" 6'-6" 7'-0" 8'-6m Pro TM 120TS 1'-0" 2'-0" 2'-6" 3'-6" 4'-6" 5'-0" 8'-0" l'-6" 2'-6' 3'-6" 5'-0" 7'-6" 8'-0" 9'-0' pro TM 130TS 1'-6" 2'-0" 2'-6" 1 3'-6" 4'-0" 1 5'-0" 8'-0" 1 2'-0" 3'-0" 3'-6" 5'-0" 7'-6" 8'-0" 9'-6'" Web stiffeners required if Pro- 150 1'-0"1 1'-0" 2'-0" 3'-0' 4'-6" 5-6" 8'-6' 1'-0" 2'-0" 3'-6" 5'-0" 7'-6" 8'-0" 9'-0" sides of hanger do not Backer block: Install tight to top flange tight Load from above Pro TM 250 1'-0" 1'-6" 2'-6' 4'-0" 5-6" 6'-6" 9'-0" 1'-0" 2'-0" 4'-0" 5'-6" 8'-0" 8'-6" 9'-6- I '-6'" laterall support at least to bottom flange with face mount hangers, both Pro-350 1'-6" 2'-6" 3'-6" 5'-0" '- " '- " '- " '_ " '_ ^ 1_ ^ 1 ^ � ^ 9P-Ox � f" 6 6 7 6 9 6 1 6 3 0 4 6 6-0 8-6 9-0 9-6 e" of JI ®joist top sides of web with single TJI ®joists. Attach ^ » » p M g � ProTM 550 1-6 2-6 4'-On 5-0 7'-0" 8-0 10'-6" 3-6 5?-0" 6-0 7'-6" 9-6 9'-6- 10-6 with ten 10d 3 box nails clinched when possible. 1 p " ^ ^ r ^ ^ 1 " r 1 » » r » » » 1 " f n flange ( ) ' P 321 1 -0 1 -0 1-0 2-0 3-6 4-0 6-0 6-6 10-6 1 -0 1 -0 2-6 4-0 6-0 7'-0" 9-6 10'-0" 11 -6 716-1Pro- 120TS 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 5'-0" 5-6" 8'-6" 1'-0" 2'-0" 3'-0" 4'-0' 6'-0" 7'-6" 9'-6"' 10'-0" 11'-6" —�� 14" Pro- 130TS 1'-0' 1'-0" l'-6" 2'-0" 3'-0" 3'-6" 5'-0" 5-6" 8'-6" 1'-0" 2'-0" 3'-0" 4'-0" 6'-0" 7'-6" 10'-0'" 10'-0" 11'-6" 1 p , n 1 " r n r p , n r n , n 1 » 1 » r n 1 p f » r n , m f » r n ProTM 250 1 -0 1 -0 1 -0 1 -0 3'-0' 4'-0' 6'-6" 7'-0" 10'-0". 1 -0 1 -0 2'-0" 4'-6" 7'-0" 8'-6" 10'-6" 10'-6", 12'-0" Top flange Pro- 350 1'-0" 1'-0" 1'-0" 2'-6" 4'-0' 5'-0' 7'-6" 8'-0" 11'-0" 1'-0" 1'-0" 3'-0" 5'-0' 7'-6" 9'-0" 10'-6"' 11'-0" 12'-0" hanger Pro- 550 1'-0" 1'-0" 2'-0" 3'-6" 5-6" 6'-6" 8'-6" 9'-0" 12'-0" 2'-6" 4'-0" 5'-6" 7'-0" 9'-0" 10'-0" 12'-0'" 12'-0" 13'-0" 321 1'-01'-0"'-0" '- " '- p '-1'-0" 2'-0" 4'-0" 4'-6' 6'-6" 9'-0' '- " '- " " 2'-6" 5'-0" 6'-0' 10'-0"' 10'-0" 11'-6" 12'-6" Face Pro- 130TS 1'-0" 1'-0" 1'-0" 1'-0" l'-6"1 2'-6" 3'-6" 4'-0' 5'-6" 7'-6" 1'-0" l'-0" 2'-6" 3'-6* 5'-0" 6'-0" 10'-6" 10'-6" 12'-0" 13'-0" mount 16" ProTM 250 1 p 1 n 1 n 1 n 1 » 1 » f p 1 n 1 "N9'- 1n 1n 1p 1n / p rp f " 1n1p1 " Filler block: Nail with ten l Od (3") 2x4 minimum - - - - 1 -0 1-0 3-6 4-0 7—0 — — — 2—0 5-0 7—0 11 -0 11 -0 12-0 13—61 n 1 n 1 p 1 » 1p 1p 1n 1n 1 1p rn1p 1n fp 1 " 1 '" 1n1 " 1p anger ProTM 350 1 -0 1 -0 1 -0 1 -0 1 -0 2-6 5-0 5-6 8-61-0 1-0 1 -0 3-s 6-0 7-6 11 -6 11 -6 12-6 13-6box nails, clinched. squash blocksProTM550 '-o" '— " '- " '- " 3'-6" 4'-6" 7'-0" 7'-6' 10'-0 1'-0" 2'-6" 4'-6" 6'-0" 8'-6" 9'-6" 13'-0'" 13'-0" 14'-0" 15'-0' coo H1 Hanger height must be a Use ten 16d (3 Y2") box nails from WEB STIFFENER ATTACHMENT • Leave Y8"web at top and bottom of hole. DO NOT cut joist flanges. minimum of 60% of joist depth each side with TJI®/Pro r`550 joists. � Use 2x4 minimum squash Ga • Chart is based on uniform load tables in current design literature. � 11 blocks to transfer load from 04 Y8 minimum • For simple span(5 foot minimum)uniformly loaded joists not requiring commercial O �� " above to bearing plate below concentrated loads,one maximum size round hole may be located at the center of the joist >-' With top flange hangers, backer block 1Y2„ 2% maximum span provided no other holes occur in the joist. H2 required only for downward loads exceeding 2 z00 250 lbs or for uplift conditions Three 8d (2y„) box nails, w o clinched ROOF NAILING REQUIREMENTS FLOOR NAILING REQUIREMENTS ,� a (Three 16d (3Y„) box nails at; TJI °/Pro TY 550) TJI mjoists at end bearings: Two 10d (3') box or • TJI ®,gists at bearings: Two 10d (3") box or 12d (31') box Flush bearing plate 172 required. Maximum Web stiffener each side. Q tt�� • 12d (31') box nails (1 each side), minimum from end. nails (1 each side), 1D" minimum from end. �T� „� TJI joists at intermediate bearings:1D" • Blocking panels, rim joist or rim board to bearing plate: I--�-I � ' •Roof slopes less than 4" per foot: Two 10d (3") TJI iilockin panels or rim oist: 10d 3" box nails at 6" on—center. O Y4 overhang See sizes below. box or 12d (31") box nails (1 each side). See detail R7. g p j („) Ppermitted at beam. Trus Joist rim board: Toenail with 10d (3 ) box nails at 6' Roof slopes from 4” to 5" er foot: Four 10d (31 on—center or 16d (31)") box nails at 12" on—center. , n Tight fit W WEB STIFIFENER SIZE box or 12d (31") box nails �2 each side). See detail R74. Shear transfer. Connections equivalent to decking nail schedule. v 1 w O ti. . W '••=• 5 Roof slopes renter than 5" per foot: Four lOd (3'� . Z 172 72 X 2 Yn MIN n Rim board, rim joist or closure to TJI joist:' box or 12d (x31 ) box nails (2 each side) plus a O 3 5 5 twist strap and backer block. See detail R7S. 10" width or less: Two 10d (3") box nails, one each at top 1/" Y8 X 2 /6" MIN Blocking panels or shear blocking to bearing plate: and bottom flange. a 5 5 " TJI Pro 7350 & 130TS rim joist: Two 16d (3Dx nails, ') boils, 2/6 1 X 2/6 MIN TJI joist blocking panels: 10d (3 )» box nails at 6n on—center. Q one each at top and bottom flange. x Trus Joist rim board for shear blocking: Toenail with 10d 3" box nails » W �� g ( ) TJI �ro X50 rim joist: Toenail joist to rim joist with one 10d (3 ) � W 372 2x4 at 6" on—center or 16d (3D") box nails at 12' on—center. �� rn box nail each side of joist top flange. � H3 Shear transfer: Connections equivalent to decking nail schedule. • 2x4 minimum squash blocks: Two 10d (3") box nails, one each at top d and bottom flange. � 0 CANTILEVERS DETAILS DETAILS AS PER T.J.L(TRUS JOIST MACMILLAN) MANUFACTURER Apply subfloor adhesive to all contact surfaces w � C)CONNECTION OF MULTIPLE v PIECES OF TOP-LOADEDBEAMS Q W N Web stiffeners 6'-0" length of TJI Nail through 2x-, wood backer and8 diameter maximum hole for required each joist reinforcement w v� TJP joist web with 2 rows lOd side at E1W 11 8" - 20" joists; 6 diameter and filler block. Use 8" diameter maximum hole for w W (3 ) common nails at 6 maximum for �" joists or for 4'-0" length with �" 117/" - 16" joists; 6" diameter z � Q paneling on-center, clinched. Use blocking panels less than 12" and 11 e" TJI® joists. maximum for " joists or for 3 „ Q > 16d1/4 Width Pieces: ip pr(P nails with long. Do not cut flanges. blocking panels less than 12" O o TJI'/Prd'i 550 joists. CANTILEVERS NOT SUPPORTING BEARING WALLS CANTILEVERS SUPPORTING BEARING WALLS long. Do not cut flanges. Minimum of 2 rows 16d (V2 ) nails at 12 o.c. o • Minimum of 3 rows 16d (32") nails at 12" o.c. Trus Joist Attach TJI ®joist for 14" and deeper beams rim board closure 4'-0" length of reinforcement to joist %" reinforcement " Nailed connections require an additional row Trus Joist rdm 8 diameter maximum hole for web with 3 rows 10d (3 ) DRAWN BY: board closulre on one side at 117/" - 16" joists; " of nails when nail size is smaller than Wood �'� „ 6 diameter common nails at 6 on- specified above minimum 0.131" x 3 " fiS g E2 both sides at P ( •25 ) backer ,es � eaa�s °� ' maximum for ` joists or for center, clinched. Use 2 „ , � e4et °� 10 E3 Ift blocking panels less than 12 ,�p rows with � and 11Y8" 3/2 Width Pieces: ��REo�,�� long. Do not cut flanges. off'TJI ®joists. " c�5 T F1 1e4� ` g g a fi j • Minimum of 2 rows Y bolts oAvro � 1 3 adjacent s an maximum El E1W E4 at 24 o.c. staggered ®. . / j »P (maximum) Attach reinforcement to , .;r� f TJI joists are permitted �,s4 0 Example: 4-0 Not for use with 3/2 TJI®joist flange widths to be cantilevered up to �a�a°e�e 1�'/ (uniform loads only) joist top and bottom �Q flanges with 8d 021 1/3 the adjacent span if not a�4 g (�1 ) Additional nailing or bolting may supporting concentrated �4 common nails at 6 L6 required with side-loaded multiple member loads on the cantilever. on- center. When beams. Refer to current product literature. CHECKED BY: Cantilevers exceeding 4 feet mayr F2 require special consideration. Refer to our TJ-Beam® or TJ-Xpert® ,,p reinforcing both sides, software or contact your Trus Joist representative for assistance. Face grain afi�fi stagger nails to avoid ['JI FRAMING horizontal 4' splitting. ETAILS E2 E3 SCALL: NONF A5. 8 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2018 BLD.DEP.:09-24-18 T . J , t JOIST INSTALLATION DETAILS AS PER T.J.I.(TRUS JOIST MACMILLAN) MANUFACTURER Apply subfloor adhesive to all contact surfaces 1 INSTALLATION BRACING 121 SLOPED BEARING 3 HOLE CHARTS WARNING REQUIREMENTS `� WITHOUT CORRECTLY INSTALLED BRACING AS SHOWN BELOW, JOISTS CAN BUCKLE SIDEWAYS OR ROLL For slopes greater than Y8" per fo©t (Y4" per foot with OVER CAUSING DEATH OR SERIOUS PERSONAL Tables are based on uniformly loaded applicationsor building code hangers), beveled plate or sloped hangers may be required. INJURY AND PROPERTY DAMAGE. provisions for concentrated loads (2000 lb. over 2�feet square) See plan/details for specific! applications. with 25 psf dead and 20 psf partition loading. For joists supporting DO NOT CUT, NOTICE LJ concentrated loads or other conditions or possible exceptions, DRILL OR NOTCH INSTALLATION BRACING AND PROCEDURES, AS 0 0 contact your Trus Joist representative. FLANGES WELL AS THE SAFETY OF WORKERS, ARE THE » For rectangular holes, Lz is the available RESPONSIBILITY OF THE INSTALLER. THE INSTALLER knockouts t approximately 12» on-center longest horizontal or vertical SHOULD MAKE SURE THAT THIS INSTALLATION aailable in most joist series. Joists may be INFORMATION IS UNDERSTOOD BY ALL PERSONS DO NOT ALLOW WORKERS TO WALK ON JOISTS DO NOT STACK BUILDING MATERIALS ON UNSHEATHED oriented with knockouts at top or bottom measurement DI D2 L2 Li INVOLVED IN THE JOIST INSTALLATION. UNTIL BRACED. INJURY MAY RESULT. JOISTS. STACK ONLY OVER BEAMS OR WALLS. DO Joist depth o 0 0 0 0 0 0 0 0 0 0 0 o 0 0 see table 1 O O WEB ❑ ❑ 4' (minimum) strip of sheathing (temporary or permanent) if o IMPORTANT there is no braced end wall. If permanent, nail per plans»and cv Strut lines must be tied to braced specifications. If temporary, use 8d (2%") form nails at 1259 Supp orft joist co on-center. Bearing end wall, beam or sheathing. BEVELED PLAT— SLOPED HANGERS Minimum distance 2xD2 23Lz Minimum distance Strut lines (1x4 minimum) I from table 2 minimu�rA from table 2 * 6' o.c. for joists with IV wide TimberStrand *LSL flanges Stack building materials over TJI joist span W * 8' o.c. for joists with 19'4" wide Microllam 0 LVL flanges walls or beams only ' 0 9' o.c. for joists with 2%8" and 211ie wide flanges INSTRUCTIONS TO DETERMINE HOLE LOCATION a � 10' o.c. for joists with 3%" wide flanges 1. Determine the joist depth and desired hole size and find hole 2. Refer to Table 2. The dimension shown where the joist span and Strut lines are required factor or hole location in Table 1. If the table reports a hole factor, hole factor from Table 1 intersect is the required minimum distance where joists are not at all bearing locations O NOT proceed to step 2. from nearest edge of hole to inside face of support. otherwise braced. DTABLE 1 - HOLE SIZE FACTORS AND LOCATIONS TABLE 2 - HOLE LOCATIONS Cantilever bracing may be required. See plan. Fill all nail holes with the r PERFORMANCE PLUS ® WEB SPS HOLE FACTOR proper nails o W A B C D E Ends of cantilevers must be x N 14' 1'-3" 2'-O" 2'-6" 3'-9" 5'-O" laterally stabilized with blocking, r 1 JOIST DEPTH bracing or rim joist E- �� �� �� �� 9) o U 0 15 1 -3 20-Off 3 -0 4 -0 5 -3 a x 11�" 14" 16" 18" 20" 22" 24" 26" 28" 30" 16' 1'-3" 2'-3" 3'-3" 4'-6" 5'-9" IMPORTANT' 2" 1h" A A A 4" 4" 4" 4" 4" 4" 4" 17' 1'-6" 2'-9" 3'-9" 5'-0" 6'-3" *All blocking, hangers, rim boards and rim joists at the end supports 3" 1%" A A A 1'-3" 1'-3" 1'-3" 4" 4" 4" 4" 18' 1'-6" 3'-0" 4'-3" 5'-6" 6'-9" of the TJI joists®must be completely installed and properly nailed. , ,, „ , „ , „ , „ 00 *TJI joist*top flanges must remain straight within a tolerance of TJI* blocking 2-8dm (� ) nails 4" 2Y4" B B A A A 1'-3" 1'-3" 1'-3" 1'-3" 4" 19 1 -9 3P—O" 4P-3" 5f-61t 70-091 a� t %" from true alignment. 20' 1'-9" 3'-0" 4'-3" 5'-6" 7'-0" ^" ♦Sheathing must be totally attached to each TJ?joist before 5" 3" C C B A A A A A 1'-3" 1'-3" additional loads can be placed on the system. 21' 2'-0" 3 4 -3 5 '-0" ' " '-9" 7'-3" *Without bracing, buckling sideways or rollover is highly probable 6" 3Y2" E C C B B A A A A 1'-3" O under light construction loads like a worker or stacked sheathing. 22' 2'-0" 3'-0" 4'-3" 5'-9" 7'-3" 7" 4" D C C B B A A A A � 23' 2'-0" 3,-3" 4'-3" 5'-9" 7'-6„ 8" 4/411E D C C B B B A A ti z 24' 2'-3" 3'-3" 4'-611 59-900 7 9-699 9" 5y4" E D C C B B B A O 25P 20-3's 30-61P 4 -9 5'-99P 70-9" r-+log, 6" E E D C C B B B A" 4 WEB STIFFENER REQUIREMENTS 5 FLANGE NAILING 11" 632" E D D C C B B 26; 2;-3;; 3'-9;; 4;-9;; 6 -01' 7;-9;; d 12" 7" E D D C C B 27 2 -6 31-911 59-0" 61-3 79-911 W � � WEB STIFFENERS AT 28 20-6" 4P-O" 5'-3 6'- 8 -olt O CONCENTRATED LOADS EXCEEDING 13" 733 E E D D C c to Web stiffener requirements vary based on joist series and TOP OF FLANGE WARNING 29 29-611 4'-0. 51—6 61-9't 8'-3 L 1500 POUNDS WITHIN THE JOIST 14" 8Y4" E E D D C » » » W depth. See plan/details for requirements specific to the NAILING CLOSER THAN Q WEB STIFFENER MATERIALS, P P / q P SIZES AND ATTACHMENT joists being used on this project. SPAN SPECIFIED MAY RESULT IN 30 2 —9 4 —3 5 —9 7 —0 8 —6 Z O FLANGE SPLITTING 15 9 E D D C 31' 3'-0" 4'-3" 5'-9" 7'-3" 8'-9" Z * 3 9 „ minimum Load bearing wall or other concentrated � 16" 9%" E E D D 32' 3'-0" 4'-6" 6'-0" 7'-6" 9'-3" Q_ 00 TJI joists with 1/4 to 2/6 wide flanges load above, within the joist span. See /�.� Z a ♦ Web stiffener material shall be sheathing maximum plan/details for specific requirements. \ 17" 10" E E D +> ++ » 33 31-01' 4 —9 61-30f 7 —9 91—6 �-+� C) Q meeting the requirements of PS 1 or PS 2 1" maximum Load bearing wall or other or of CSA Standards 0151, 0325 or 0437 Ga 3�y" (g> 18" 103/" E E „ x concentrated load above Closest spacing; 34 3 -0 5 -0 6 -6 8 -0 9 -9 (� with face grain vertical. — — cfl Nails spaced at joist ends. See Web stiffener both sides - must be t �� a • Minimum web stiffener size is: » plan/details for specific tight against top flange. Attach with 19 11(/4 E E 35 3 —3 50-01' 6'-6p' Bt-300 10 —0 equally at 2 o.c. 36' 3'-3" 5'-0" 6'-9" 8'-6" 10'-3" » requirements. 3-16d (3,%") box nails minimum at Q Ya x 2%s for joists with 1� wide maxum 20 12 E flanges. %" x 2�6" for joists with 2%8" — — joists with 33�ry wide flanges. Attach -- wide flanges. �-Snug fit with 3-8d (2h ) box nails minimum NAILING PATTERN TO BE PER PLANS AND SPECDF ICAnONS. IN ADDITION, » » » at all other joists. *Rectangular holes based on measurement of longest side. 1 x 2� fQ �oists with 2'�8 wide 1 maximum 1 NAIL SPACING SHALL COMPLY WITH THE CRITERIA LISTED BELOW. • lid 12 ox nails minimum, aced at 2" on-center maximum, %" minimum clinched when($ossible. Gap' „ m FASTENING OF SHEATHING TO FLANGE SOF TJI® JOISTSa v 4 SPECIAL CONSIDERATIONS o CLOSEST ON-CENTER The sizes given in the table • W ►� o E!4 minimum NAIL TYPE DIA. � � Where more than one hole is to • Tables are based on simple span applications. For uniformly loaded UTJI joists with 3Y2 wide flanges SPACING PER ROW the holes must be Z W N " maximum Minimum attachment to be 1-10d (3") box nail each side are hole sizes, not duct be cut in the web, the length cantilever and continuous span applications, ♦ Web stiffener material shall be 2x4 * » sizes. Rectangular hole sizes of the uncut web between holes located one inch further from the support for each foot Q M `~ » of TJI Ioist at bearing, 1U minimum from end to BOX .113 2 are based on measurement must be twice the length of the ofjoist span than the values indicated in the tables. I--� construction grade or better. 1 maximum Ga minimize splitting 8d ( � COMMON .131" 2" of the longest side. longest dimension of the largest DO NOT CUT HOLES IN CANTILEVER WITHOUT CONSULTING YOUR TRUS • Use 16d (3%") box nails minimum, - p a BOX 128" 2" adjacent hole. JOIST REPRESENTATIVE. spaced at 3" on-center maximums') Nails spaced TJI blocking panel (or equal) required at each side of 10d(3") COMMON .148" 3" w O TJI joist for lateral stability and to transfer wall load At intermediate supports with joist equally at 3" o.c. W above (as occurs) to bearing wall below. See » BOX .128 2 EXAMPLE: Find minimum distance from inside face of support to nearest edge of hole. Z � depths of 22 and greater, use 2 maximum Web stiffeners 12d(3d'4) „ PP g Q rows of l6d (332") box nails - Snug fit must be tight plan/details for specific applications. COMMON .148 3 Q LIJ minimum, spaced at 3" on-center) " against bottom 16d BOX 135" 3" 7" round hole 7" 632" rectangular hole 5" C/) ^ Q maximum 13� maxim flange Minimum a�ttachment to be 10d (3") nails at 12" o.c. each (3h") COMMON .162" 4" N I 1 O O Q side of TJI'blocking panel. When used for shear transfer, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o p� WEB STIFFENERS nail to bearing plate with connections equivalent to (1) The full length of the top (or compression) flange on the TJI joist®must be nailed to the 18" T a „ O [� C) PERFORMANCE PLUS WEB ❑ 63� (L$) � Footootto O ® AT BEARING POINTS decking nail schedule. sheathing with the widest spacing of nails as follows: If •• a � (1) For dealer-stocked TJI joists sized using the current ♦ 18" o.c. for TJI joist with flange widths less than ". residential product literature, attach web stiffeners (when LOAD TRANSFER AT ♦ 24" o.c. for TJI joistsOmth flange widths greater than 2". required) with three nails, equally spaced,. See current Ln= 6'-1" L.=1'-1" Lb = 7'-3- residential LOADS (2) 14 gauge staples may be a direct substitute for 8d (2A*)nails when having a DRAWN BY: residential product literature for additional information. Cantilever or continuous minimum penetration of 1 inch into the main member. span bearing location. r� TJI®joist span = 22'-0" _� (3) If more than one row of nails is used, the rows must be offset at least Fy"and staggered. DO NOT CUT HOLES IN r IF WEB STIFFENERS ARE NOT INSTALLED PROPERLY CANTILEVER WITHOUT ROUND HOLE: For a 7 hole, find L RECTANGULAR HOLES: For a 6Y2 hole, find Lband L. A,� L, " CONSULTING YOUR 1. From Table 1, hole factor is C 1. From Table 1, hole factor is E �S��C /\ o�T SIDE OF FLANGE TRUS JOIST 2. From Table 2, distance is 4'-3" 2. From Table 2, distancebl, is 7'-3" ���,or�vrp�o REPRESENTATIVE. 3. Increase for joist continuity - one inch 3. Minimum distance Lcbetween holes = 2 x L a c for each foot of span = 22" L _ ( : La 4'-3" + 22" = 6'-1" c- 2 x 63�'� = 1 -1" {' 4/0.o2�cda / � o For light, framing only. 16d (3%") IMPORTANT CHECKED BY: maximum, 3" o.c. staggered (10d Manufacturer's engineering responsibility is only for the design of the Trus Joist products and not for any (3') box maximum at TJI joistsewith supporting structure or loads other than indicated herein. All materials shall be furnished by others, unless Solid block all posts flange widths less than 2"). specifically noted by "TJ" or by "Trus Joist" herein. rJI FRAMING from above to bearing Attachment to filler blocks may be required. See plan/details. ETAILS below. Cut blocks fie" WEB MAY PUNCH THROUGH WEB MAY BUCKLE JOIST MAY ROLL IN THE HANGERS longer than joist depth. M, Framelforks® 1Gcrollam*, Parallamo, Performance Plus® Silent Floor® TimberStrand® TJI*and TJM40 are registered trademarks and TJ7, TJLM"' TJI is used as an abbreviation for TJI Joist® • As NOTLo THE BOTTOM FLANGE TAXI; TJW'11 TJS11 TJHn and Trus Joistn are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho. A5 .9 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. n 2018 LT.DEP.: 09-24-1 1ST FLR SUBFLOOR ( DATUM 0'-0") 7 y if BOTTOM OF JOISTS 4 2 6 TOP OF FOUNDATION WALL > 4 I (-1'-24.,4 FIREBLOCKING #3 STIRRUPS AT 6"O.C. L) Z 2`5 REBAR CONT J1 2-#5 REBAR CONT ACROSS INTERIOR CONC. POST, /lX EXTEND 2`0"PAST OPENING EACH SIDE CV 2"BLUESTO)NE CAP WITH V5100 SHELF ANGLE THERMAL FINISHED EDGES STEEL TUBE LADDER O SEE DETAIL A5.7 co 00 c\j 2`5 BAR CONTINUOUS PEDESTRIAN BEARING GRATE WITH ESCAPE HATCH. FINISH GAMEROOM AS SELECTED BY ARCHITECT TOP OF AREAWAY WALL ........................................................................... ......................... ...................................................................................................................................................................................................... ............................................... .............. .......................................... 00 2"x 2' x Y4"SHELF ANGLE N BROKEN LINE INDICATES FOUNDATION WALL BEYOND A PITCH EXISTING GRADE AWAY FROM FOUNDATION < BLEND INTO EXISTING CONTOURS w L.T_ cl) 10" 0 0 0 ttiT 4"x 3" x Y8"ANGLE WITH /2" DIAMETER STUDS WELDED AT CEMENT WASH AT EXPOSED 00 z Al(MIN 3 BOLTS FOUNDATION WALLS Q0 16 OZ L.C.C. FLASHING INSERT AT PER S]DE OF OPENING ) WINDOW, PROVIDE JAMB REGLET < EMBEDED IN SEALANT. I STUCCO,,COLOR AND FINISH AS SELECTED BY ARCHITECT NOTE: MIN AREA OF AREAWAY SEE TRIM DETAILS SHALL BE NOT LESS 00 THAN 9 SQFT. WITH — SIZE 121 AN A HORIZONTAL PROJECTION AND WIDTH NOT LESS 10 THAN 36"CLEAR N #5 BARS AT 24"O.C. y C) EACH WAY 0 0 O2-#5 REBAR PROVIDE GRAVEL FILL AT > x r AREAWAY BASE 101 #5 BARS AT 24"O.C. EACH WAYN -------------- 3`5 BARtS CONTINUOUS cf) FINISHED FLOOR L AS SELECTED BY ARCHITECT ,j,; TOP OF AREAWAY 10" E. k �3 b -4w IN 4". v hn p T' Al N T� .1N LJ U 3`5 BARS CONTINUOUS �.A T M 'K X 4 W 61 1 lk; wCa ft: e x. i56; .. .... ... 2'-0" CONNECT AREAWAY DRAIN TO APPROVED UNDERGROUND COLLECTION SYSTEM DRAWN BY: NIZ 711 77. TOP OF FOOTING Ea P;. Al w?c a AT AREAWAYillx. c' xk:: W r. I r-N CHECKED BY: BOT OF FOOTING AT AREAWAY AREAWAY DETAIL AREAWAY DETAIL SCALE: AS NOTED B SCALE: 12 F_0. A 5 . 10