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HomeMy WebLinkAbout43890-Z gUFFQt,�c Town of Southold 11/16/2020 a P.O.Box 1179 W 53095 Main Rd 04 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41602 Date: 11/16/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1410 Brigantine Dr, Southold SCTM#: 473889 Sec/Block/Lot: 79.4-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/3/2019 pursuant to which Building Permit No. 43890 dated 6/20/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with covered porch, and attached two car garage as applied for. The certificate is issued to Mills,Mariah&Johns,Kevin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0128 10/6/2020 ELECTRICAL CERTIFICATE NO. 43890 9/29/2020 PLUMBERS CERTIFICATION DATED 10/1/2020 C c ogu st Plumbhg&Heat. I o a Signature ' TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE �p� • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43890 Date: 6/20/2019 Permission is hereby granted to: Mills, Mariah 3060 North Rd Greenport, NY 11944 To: construct single-family dwelling as applied for per DEC, Trustees and SCHD approvals. At premises located at: 1410 Brigantine Dr, Southold SCTM # 473889 Sec/Block/Lot# 79.4-27 Pursuant to application dated 6/3/2019 and approved by the Building Inspector. To expire on 12/19/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,840.00 CO -NEW DWELLING $50.00 Total: $1,890.00 Building Inspector Form No-6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. ' B. For existing buildings (prior to April 9,1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. . C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00' Date. 6 f Z ®�I - New Construction: Old or Pre-existing Building: (check one) Location of Property: I L4 I(7 q-I C,AW—TI NF-0 S O UI H O L D — House No. Street Hamlet Owner or Owners of Property: \6\ BN -j0HN15 a- lmlRf-itP�-Vj MIE.L Suffolk County Tax Map No 1000, Section Block Lot 7- Subdivision Filed Map. Lot: Permit No. 0 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: / Planning Board Approval: - / Request for: Temporary Certificate Final Certificate: VVV (check one) Fee Submitted: $ -� Applicant Signature pF SOUr�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 �` • a® ®l�c®UNT1,� ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mariah Mills Address: 1410 Brigantine Dr city.Southold st: NY zip. 11971 Budding Permit#- 43890 section 79 Block: 4 Lot. 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Corazzini Electric License No: 33419ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 1 Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 1 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO2 Detectors 1 Sub Panel A/C Blower 2 Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 4'LED Exit Fixtures Pump Other Equipment: Notes " As Built, No Visual Defects " Modular- Service and AC/ Basement Wiring Inspector Signature: Date: September 29, 2020 S.Devlin-Cert Electrical Compliance Form As Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 -�_,��'I a� BUILDING DEPARTMENT "7 ( TOWN OF SOUTHOLD o CT - 1 2020 3 1i@,l7il.�e�+tTrV�LJSlS ,CE RT IFIC_A_T-ION Date: 390 Building Permit No.• ; Owner: (Please print) LJL) G�- _ "-�a �a.�Vb (Please print) i I'`certify that the solder used in the water supply system contains less than 2/10 of 1% lead. � 1 (PfT tubers Signature) - Sworn to before me this 5 7 day ofy , 20� CONNIE D.BUNCH j Notary Public,State of New York i No.01BU6185050 I Notary Public, - _____ _ _ `C ounty, Qualified in Suffolk Count - Commission Expires April i I SOGT�o # TOWN'OF SOUTHOLD BUILDING DEPT. 765-1802 IN-SPECTION [WOUNDATION 1ST 466 [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] =FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ST Y 8VI(11 la r CE, SIVOC47 9fj e4t DATE D Zil INSPECTOR SO(/l�o ,`0 6 _ # # TOWN OF SOUTHOLD BUILDING DEPT. �`y�ourm ' 765-1802 INSPECTION " [/FOUNDATION DATION 1ST [ ] ROUGH PLBG. [ 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIREIAESISTANT CONSTRUCTION [ ] FIRe-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS- 1 1 r U_v DATE INSPECTOR. a0F SOGTy �o� olo # # TOWN OF SOUTHOLD BUILDING DEPT. lE • ,o cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION-2N [ ] INSULATION/CAULKING FRAMING RAPPING [ ] FINAL [ ] FIREPLACE& NEY [ ] FIRE SAFETYINSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ' ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:- DATE C�a3 C�o 0 INSPECTOR Nk4 Of SO//lyo� �6c- 417/k I # TOWN OF SOUTHOLD BUILDINgi DEPT. G Q 765-1802 INSPECTION _ [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND_ [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH), [ ELECTRICA/L� (.FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: AOft A7.4 Aa L7 0 DATE INSPECTOR ..�, �oy�00E SOGlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. �`y�ouen 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] N SULATIION/CAULKING [ `] FRAMING /STRAPPING [ FINAL h [ ] FIREPLACE& CHIMNEY `[ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) y [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O '� ff / REMARKS: ca. m vzv�'rt' �Mvr(Ll rI�,I�. V� �c✓t w r DATE INSPECTOR ADANDER • EU FOCUS RXR-SD 111446024 LA�" AUTHORITY LONG IS D�aWEA s` r� o /*. - ` ! -'� ..' `► 'b� �eytr • 1{ ' . r I IF ., . +� h .III � �, • `.�.°; � � �. 1{a'�.. • r. ti f � w � ...: rte. .. •4 'i. a4� � � t a- �,-r���. � �4. .- �.e ' 'aR '- r D k �• , r �1 I .r A " ._ -• x6 rbc , ;•,._ c, , l u _e_ f a b 4 .. _ s. • � 4 - to ,.. �• i , i ��+� a~ i �a-1 .�' '6«,pa b - d - ., 4 to ice•• -' sIR� y +'�f y�ag .. .r• yY i 446 A, +6 - c Y it 7 £+, 7yip", r • yf ' r< m a , � r _ a d " " � p "` —•.syn... v�wil � a -y �, ��1� .� �' r. � �„ �_3�� _ . ". •,. -..a°'�.,' fpr.. .. ew�q « t ti R *01 ?t �' m i, s a r � 3.. •*�' at _. '�' � rte'4. .• r } �1� r s 4 5 P• T 'T _ i+ � i'1 F r e p y < r = r 40L ,y . Ole •i }r. F r d� JI ate. •" ,,, 4 low AoKoft a �.- - _f ,y H r w � z fi - u h m- r4 ' • t v a r£ .. •x x . f v g z . a g s' F>i x 3 a .a .. • �r r ` _ f s � s a.' T r r - � 4 r �._. — .��.: _ -�. .•.ams., r'' if 416. P- AW- „r..� ter.. •• � � _` ,�`����!*`,,,... � �. .. a v - a mm stv ' PA AL 7.7 s T .� T �� � `�� _' .Yr. r� .. � „nasi. � T•! .. ♦ .g - �r ^ � ."FIS �� S�+�F■... ■1' 5.1. - r � f IF f. r � � 4 �•. A 1 1 1 � r p + ti • • • COMNONTS FOUNDATION(IS 2ND) ;fnA URI Mi ROUGH FRAMING - PLUMBING rNSULATION PER N. •GY .D `. oo 1 I <ll��I ✓1.L� _ , •��i� I� • ,IJITMAM / 1 Roll �. E2 a G_J/il i�llJrfA- l/M/ W ,Z R mil 'e emit W, / W + a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDINGDEPARTMENT Do you have or need-the"following,,before applying? TOWN.HALL Board ofHe6ith SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631)765-1502 Planning Board-approval FAX: (631)765,-9502 - Survey SoutlioldTo,vvtt.NortliFot•Ic.net PERMIT NO. �� ! Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application FloodPennit Examined 20 Single&Separate Storm-Water.Assessment Form ' Contact: Kevi -:Sohn-ohn S Approved 20� Mail to: yo Sox- 1 Z13 Disapproved a/c go-LAC>Q2 NZ 11971 r Phone: (4og)-zyb-3 T or 6 Expiration 20 ® T'r D � B ' ing I pector APPLICATION FOR BUILDING'PERMIT SUN - 3 2019 B �d Date �V/12 -Z ,20�� .'"1:;::��`� �.+�l,"i" INSTRUCTIONS TOWl# itg'ini [JST 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 wsehedule. 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 ormsed 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,amendinents or other regulations affecting the property have been enacted in the interim,,the Building Inspectormay authorize;in writing,the extension,of the permit for an addition six months.Thereafter,a new permit shall-be required. APPLICATION IS HEREBY MADEto"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,conrply with,all applicable laws,ordinances,building code;housing code,and regulations,and to admit authorized inspectors on premises and�building for necessary inspections. ignature of applicant or name;if a corporation) ,PC) 13o'k IZIV, So-o4oH, k)Y It 7:71 (Mailing address,of appl ie'ant) State whether applicant is owner,lessee,agent, architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises �evin c> l n a (As on the'tax roll or'latest deed) If applicant is a cgrpotation',,;signaturc of duly authorized officer (Name ani,titic of,corpo-ate officer) Builders"Liceiise,R6, :.:.3;1-8'p'C��'I ,.- Plumbers License No. 2�il-4 — V Electricians License No. :53`11 q—/q E Other Trade's License No. 1. Location of land on which roposed work will be,done: J I which ail 4n t- House Number Strd t ,, Hamlet County Tax Map No. 1000 Section Block ® q -Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy'of premises intended use and"occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy fQYK `y T 1A I l'n 3. Nature of work(check which applicable):New Building ( Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee Cl'o be paid on filing this application) 5. If dwelling,number of'dwelling units Number of dwelling units on each floor If garage,.number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing_ structures,-if any:Front Rear Depth Height Number of Stories Dimensions of same.structure,with alterations or additions: Front x`. k Reay Depth Height Number of Stories a t, I ► R j r 8. Dimensions of entire new construction: Front Rear Depth �'. Height Number of Stories 9. 'Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.'Zone or,use district in which premises,are situated 12.Does proposed,construction violate any zoning law,ordinance or regulation?YES NO 13.Wilt lot be rc-graded?YES NO Will excess fill be'removed.from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a ffeshwater wetland?*YES NO *IF YES, SOUTHOLD TOWN TRUS'T'EES&•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. 17.1f-elevatiowat any point on property is at 10 feet or.below,must-provide topographical data on survey. I.S.Are there any covenants and restrictions with respect to thi's property.?* YES NO * IF'YES, PROVIDE A COPY. STATE,OF NL'W YORK) SS: COUNTY,OF_� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CO NIE D BUNCH Notary Public,State of Now York (S)He is the No.01 BU6185M (Contractor,Agent, Corporate Officer,etc.) Oualifeed in Suffolk County Commission Expires April 14.2 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 CILAX,,p (� 20t Notary Public ; Signature of Applicant Michael J.Domino,President ®F s®(�ry Town Hall Annex John M.Bredem_eyer III,Vice-President a�� o�O 54375 Route 25 P.O.Box 1179 Glenn Goldsmith [ Southold,New York 11971 A.Nicholas Krupski G @ Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 �y00UMY,Nc� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9415A Date of Receipt of Application: January 29, 2019 Applicant: Mariah Mills & Kevin Johns SCTM#: 1000-79-4-27 Project Location: 1410 Brigantine Drive, Southold Date of Resolution/Issuance: April 17, 2019 Date of Expiration: April 17, 2021 Reviewed by: Board of Trustees Project Description: Conduct construction activity within 100'from the landward edge of wetlands for the construction of a proposed 995.76 two-story dwelling with 574.08 sq. ft. attached garage; install a sanitary system; install gutters to leaders to drywells on the dwelling and garage to contain roof runoff; with a 1400 sq.ft. gravel driveway, all structural components to be located greater than 100 feet from the landward edge of wetlands. 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 Nathan Taft Corwin, III Land Surveyor, last dated March 19, 2019, and stamped approved on April 17, 2019. Special Conditions: None Inspections: Final Inspection. 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. " i Michael J. Domino, President Board of Trustees Glenn Goldsmith,President Town Hall Annex yo. Michael J.Domino t' -'�O 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski z <' Telgphone,(931)-7165-1P92 g Gre Williams 'a+ �, 31y666,�41 \ t~ z ,-' NOV B 2020 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD i3 ,�'P37--ig"Dr,PT. 1".0YY). t + i'_ S + CERTIFICATE OF COMPLIANCE # 1774C Date:November 6,2020 THIS CERTIFIES that the construction activity within A00'_Aam1he 1a6&ard,edae of wetIands for the construction of a:pro,Qosed 995.76 two-story-dwelling with'574.68 sa.A, attached garage; install a sanitary system• install gutters to leaders to-:drywells-on the-dwelling and gaze to contain roof runoff with a 1400 sq'ft Gravel,driveway all'striictural components to be located greater, than,100 feet from thelandwvud'edgeof-wetlands, At 1'4-10 Brigantine Drive;'Southold: Suffolk County Tax Map#1000-79-4-27 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 29,2019 pursuant to which Trustees Administrative Permit#9415A Dated April 17,2019,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction activity within 1`00' from the-landward edge-of wetlands.for the construction of a proposed 995'76 two-story dwelling with 574.08 sq.ft. attached garage;'install a sanitary system;dnstall gutters to leaders to drywells:on'the'dwelling and garage to-contain roof, hirioff,with a 1400_ s_q ft- gravel driveway,allstructural components t6-be located greater than 160 feet.E6ni fhe-landWard-edo,of wetlands. The certificate is issued to,Mariah'Mills.&Kevin Johns owners of the ,aforesaidproperty,., 4 Authorized Signature ' 1 NEW PORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility ITEC ID-1-4738-04637 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: KEVIN JOHNS JOHNS PROPERTY 3060 NORTH RD 1410 BRIGANTINE DR GREENPORT,NY 11944 SOUTHOLD,NY 11971 Facility Application Contact: MICHAEL A KIMACK PO BOX 1647 SOUTHOLD,NY 11971-1047 (516) 658-6807 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 718.225 NYTM-N: 4547.097 Latitude: 41°02'45.1" Longitude: 72°24'12.8" Project Location: ,1419 Brigantine Driye, Wetland- SO-39',, Authorized Activity: Construct a new single family dwelling,'accessory structures,pervious driveway, split rail fence and sanitary system.-,All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 4/16/2019. (GRZ) Permit Authorizations'. Freshwater Wetlands -Under Article 24 Permit ID 1-4738-04637/00001 New,Permit Effective Date: 4/16/2019 Expiration Date: 4/15/2024 Endangered/Threatened,Species (Incidental Take) -,Under Article 1.1, Permit ID'1-4738-04637/00002 New Permit Effective Date: 4/16/2019 Expiration Date: 4/15/2024 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04637 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. ' Permit Administrator:KEVIN A K,1Si', ' , Deputy Permit',Adi iinislrator Address: NYSDEC-Region 1 Headquarters ST'N" @ Stony BrookJ50 Circle Rd ' :stony Brook,NY 11790 -3409Allp \� 4 Authorized Signature: Date Al ek 4 Distribution List k MICHAEL A KIMACK Habitat : EUGENE R ZAMOJCIN "�ermit'`i;omponent� n .�>,k",d.a •`�^��,-ter_> - ..a'°. 'x;.^".��`kz'.aG� NATURAL RESOURCE PERMIT CONDITItQNS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NDTIONSR"' Apply to the Following Per`� its 'FItSHWATER '" S',=LND`=ANCREI %T'I3YtE 'I'ENED ' , SPECIES'.; INCIDENTALTAKE . ,w,� 1. -Post Permit Si' � The permit sign enclosed with this permit shall be posted in a conspicuouS location on the worlite and adequately_protected from,the weather. � t 2. Notice of Com nencein eht. Prior to the commencement of any clearing ovgrading activities,the permittee must contact the'Bureau of Ecosystem Health at 631444-02-7516 schedule an inspection. The location of the proj ect`limiting fence rn be,staff ed out n,,the-fi_e&�by a land surveyor prior to this site inspection. Clearing may only begin after an inspection by the Bureau of Ecosystem Health. 3. Installation of Split Rai1,.Fence The installation of the split rail fence must be completed prior to the commencement of any construction or excavation at the site. Page 2 of 6 k NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04637 4. Eliminate Trapping Hazards There must be no uncovered window wells, exposed dry well grates or uncovered excavated pits of any kind on site at any time in order to prevent the trapping of adult tiger salamanders. 5. Area Limits The limits of clearing, grading and ground disturbance line is equal to the proposed project limiting silt fence line, as shown on the approved plans. 6. Work Area Limits Any work, disturbance, and or storage of construction materials shall be confined to within the limit of clearing, grating and ground disturbance (LCGD) as described above. 7. Materials Disposed at Upland Site,An yAernolition�debr s,excess construction materials, and/or excess excavated materials shall.-be-unmediately and completely disposed,pf on an approved upland site more than 100 feet from anyTregulated freshwater wetland. These materials''"shall be suitably stabilized so as not to re-enter any4ater body, wetland, or wetland adjacent areas; P 8. Silt Screen Prior to commencement of any construction activities, a continuous lirie:,of silt screen (maximum opening size of U.S. Sieve#20) shall be staked as shown on the approved plans;, 9. Silt Screen to Be Recessed Silt screen shall be recessed six inches into the ground. 1 . 10. Maintain Silt Screen The screen shall be maintained,repaired and replaced as often as necessary to ensure proper function, until all disturbed areas are permanently vegetated.' 4: Sediments trapped lih d the screens shall be removed to an approved upland location before the screen is removed. 11. .Iblean Fill Only All fill shall consist of clean soil, sand and/or gravel that is free of the followirig substances: asphalt, slag, flyash, broken concrete, demolition debris garbage, household refuse tires'' woody materials iricludirig tree or'laridscape debris,aril metal`615i cts:`The'introduction"of materials toxic to aquatic life,is'6kp ssly prohibited. .tf�„�`"=�^ ._ ,.�a u,Nx .r •s-'fix' yk"'� �Y{��y{ mx_ ��i 12.,Runoff and Discharges Directed to DrywallsA11 roof runoff and/or poolyclisch'arges shall be directed to drywells located as shown on the a rove& lan a' 13. Equipment Storage 100' from Wetland,Water Body All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body afthe end of;each work day. This Will serve to avoid the inadvertent leakage of deleterious substances info the regulated area.: 14. Seed,Mulch:Disturbed.AreasziAll-areas-of soil�,disturbance resulting_from-this°project-shall be seeded with ah appropriate perennial grass, and mulched with straw immediately upon completion of the project, withrrt,.two days of final grading, or by the expiration of the permit, whichever is first. 15. Temporary Mulch,Final Seeding-If seeding is impracticable'due to the time of year, a temporary f.: mulch shall be applied, nd final seeding shall be performed at the earliest opportunity when Weather conditions favor germination and growth but not more than six months afterproject completion. 16. Minimum %Vegetative Covert�Spitable vegetative cover,is:d&fined as a minimum of 85 % area vegetative cover with contiguous unvegetsteareasno=larger than 1 square foot in size. 1 Page 3 of 6 -NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04637 17. Notice Covenant The permittee shall incorporate the attached Covenant(or similar Department- approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat Manager NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 18. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work'lierein authurie`l="viich maybe,Caused by or result from future operations undertaken by the State for,thexdh§ervation or improvement of navigatiorl or for other purposes, and no claim or right to compensation shall accrue from any such damage. 19. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in tfio>opinion of the Department,ofEnm vironental Conservation it shall cause unreasonable obstruction to the dee navigation ' of said waters or flood flows or endanger the health, safety or welfare of the people of the State; or cause loss or degtruction of the natural resources of the State,the owner may be ordered by the Department to remove for alter the structural work; obstructions, or hazards caused thereby without expense to the State, and if,ppon the expiration or revocation of this permit,the structure, fill, excavation, or other modi :cation of the,watercourse hereby authorized shall not be completed,the owners, shall, without expense to the,SW6t and'to such extent and in such time and manner as the Department ofOk k. Environmental Conservation may require,remove all or any`portion of the uncompleted structure or Ofill andtestore to its former condition the navigable and flood capacity of the watercourse. Ido claim shall be made against tlie'State of Iev Fork oi= ' ` '" ' , acoountf=any sncl rernova`l�o'r altera'tibn: 20. State ay�W-U'ire Site ' stor bjt If upon the expiration or revocation of this permit;*tlie projectihereby authorized has not been complete,-the applicant shall,without expense to the State, and to-96ch extent and in such time and manner as the Departmentaof EnvirQnme6fal Conservation may lawf filly require, remove all orally portion of the uncompleted structure or fill and restore the site to its former condition. No claim.shall be made against the State of New York on account of any such ° removal or alteration. 21. Conformance With Plans All activities authorized by-,this permit must be in strict conforms"ce with the`'apprc veclplaiis` sulimitt d& tike=appl cantrapplle�anf's`ag�ent'as pArt o`tliepermifs'affif ation. Such approved plans,were,-prepared:.by Nafimn�, aft-,CorwinaIll;l ,S,;�.last,,,revised;3/1:91201,9fan4)stamped NYSDEC proved on 4%16%2019. -_, .- __ . ..- - - ._. , r�-__ . 22. Precautions Against Contamination of Waters All necessary precautions shall befit en to preclude coritami ration of any wetland or waterway by suspended solids, sediments,_�19, solvents, lubricants, epoxy coatnigs,paints, concrete, leachate or any other environmentally deleterious materials associated with the project.,,_ Page 4 of 6 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04637 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended-pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a per'so'n to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions;must be available for inspection by' e Department at all times at the project'site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly, providedfor by the Department, issuance of this permit does not modify, supersede or rescind ariy,order or determination previously issued by.the Department or any of the terms, conditions or requirements contained in such order or determination. r 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit aV1 separate written application to the Department for permit renewal,modification or transfer of this V1, perifi •Sii&application bhUsit,iri`clude any-forms-bf`supplementai information=tlie D'e"partment-requires. Any renewal, modif cation=or ztransfer granted by the Department must be in writing. Submission of applications,foi,permit renewal,modification or transfer are to be submitted to: is Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Y't Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at le"t30 Y�ra�.. `£' `K x,•s.,�.e! -' - � -_ SN'^•• .... yFr-,." pug f,. §'"_' bb FW days before perriif expiration``"for tfie fo11'owmg permit°'authorizations: Fresfiwafe`r Wetlaniis;` " EndangeredlThreatened-Species(Incidental�Take):�,,,._:_. .,.-....,, ,-;,: ,._:_"-C, , :-"t., 5. Permit Modifications, Suspensions and Itevocations by the Department The Department reserves the right to exercise'all available authority to modify, suspend or-revoke this permit. The grounds for modification, suspension or revocation include: a. materially false orwmaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 A& NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04637 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or'regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior io actual transfer of ownership. NOTIFICATION-OF OTHER PERMITTEE OBLAOATIONS Item A: PermitteeAXccepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents('DEC')for all claims,,suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee''s undertaking of activities in connectiop with, or operation and maintenance of,the facility or facilities-authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not exterid to any claims, suits, actions, or damages to the extent attributable to DEC's,own negligent or�' intentional acts.or omissions, or to any claims, suits, or actions naming the DEC and arising underJS Article,j78 of_the YNew York Civil Practice Laws grid Rules or any citizen suit or civil rights provision r «,.o-:x' -.. "1.i3.""r". .-"a ,E`eta€ fuKr,. P.»««S�'"'tin y.;:c"' :...v.r.• .z�.�"�''e:a.'c �;$cx„ovisivG.vn�`.,�':��� under federal or state laws. Item Bs Permii0s_ Contractors-,to Com sl with Permit The permittee is responsible for informing its independent contractors, employees,,agenand assigns of their responsibility to comply with this permit, including'ally§pecial,conditicCn' bile acting as-the 1 permittee's agent with'respect to the permitted activities, and such persons shall be subject to the same sanction$for violations of the Environmental Conservation.•Law as those prescribed for the permittee. Jk) t' Item C: Permittee Responsible for Obtaining Other Required Permits V The permitteefisraresponsibleforobtining,any othertiper�nits;:approYals;landa,easements..and rights-of- way that may be required to carry out the activities that are authorized byrthis.permit. �":s",t`�'..s.�i=,r,..:-.:'-�"_i:{«�i-�mc�,;_..,�..:.a,�u;-a:�.. <^_`a-.M..,»,�`iw4.':.;�:e<.:��_;,;,'a"s�;t:,:.Miso..k_eri�rr"�*i_`�;rs;��'a:zN«„-,.r"`,�w�"s.;::«',:'r"t� Item D: No Right to Trespass or,Interfere with Riparian Rights ` This permit does not convey to the permittee any right-to trespass upon the lands or interfere with the riparian rights of others;in order to perforin the permitted work nor does it authorize the in ofof anrights,title -or interest,in real or ersonal roe held or vested in a erson not a" ,`� Y p property rty party to the permit: *7_ Page 6 of 6 ff Sc' tt A. Russell °Su p �TO]E�.I��It��V�\�C'1E1� �7ISOR ( �T SUPER � _ ��CA\1�A\Gl]EI��IUE� SOUTH OLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOU'IMOLD,NEW YORK 11971 'ff'O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES TIMS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No A. Clearing, grubbing, grading or stripping of land which affects more Yu 7 than 5,000 square feet of ground surface. ❑ A 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. RIE] D. Site preparation within 100 feet of wetlands, beach, bluff-or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM flap of any watercourse. ❑Q F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP'. Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. if you answered YES to one-or more of the above,please submit Two copies of,a Stormwater Management Control Plan and a completed Check List Fora to the Building Department wiff your Building Permit Application_ S.C.T.M. 1000 D ate APPLICANT (Property Owner,Design Professional Agent,Contractor.Other) Mute' - � S 4MMA mIds L4 2—:FNAve: vIJ 7 3 nr Section Block Lot FOR BUILDING DEPARTMENT USE ONLY m Contact Inforatlon +016-Z 4(0— 3 "}7 to n.kvt�v.mtrd Reviewed By: - - - - - - - - - - - - - - - - Date: tl Property Address/Location of Constniction Work: — — — — — — — — — — — — — — —ZApprfor processing Building ermit.1H10 IJ121CgA10TIAJFDW-'VF_ er Management Control Plan Not Required. er Management Control Plan is Required. (Fonvard to Engineering Department for Review.) FORM 'y SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000 s CHAPTER 23 6 (Property Owner,Design Professional,Agent,Contractor,Other) —�— 0 �i' 1L Stormwater Management Control Plan CHECK LIST NAME: VAF� I-I section Block Lot " z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. PI.".e Print Date: � �.� * The applicant must provide a Complete Explanation and/or Reason for not providing °< t all Information that has been Required by the following Checklist! IgfreWfe T.1"p on"� 11. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. LRUIL_ c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(c)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. EROsION & e. Limits of Clearing & Area of Proposed Land Disturbance. S all inclu f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) A we 'it Ret be o: g. Location of all existing & proposed structures, roads, WI ainedrut Ion Entrance, & driveways, sidewalks, drainage improvements &utilities. -Silt ng, stabilization h. Spot Grades & Finish Floor Elevations for all existing& and/or inactive proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). DRAIN.AGE: iWSRF:Cj'0NS ARE REQUIRED m. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and Infiltrate ' on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event. i 3. Details&Sectional Drawings for stormwater practices are required for approval. jUti 7- 2019 LL requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance &Site Access. C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales etc.) P' D **** FOR ENGINEERI D PARTM T ONLY**** � Additional Information is Required. LLLDate:Reviewed & ! Stormwater Management Control Plan is Not Complete. — — — — — 13y: Stormwater Management Control Plan is Complete. ! SMCP has-been approved by the Engineering Department. FORM " SWCP Check List-TOS MAY 2014 OS�FFOL,(.C' BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town' Hall Annex - 54375 Main Road - PO Box 1179 u' I-- - Southold, New York 11971-0959 DEC 1 3 2019 elephone (631) 765-1802 - FAX (631) 765-9502 r...,rogerr southoldtownny.gov - sea nd(@_southoldtown ny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 19—13 -/q Company Name: Co rA -_7 c Name: License No.: email: XSC -22, co op 4a„ I,', oc ' Address: Phone No.: �3 / 3 y- �-� a ee5?' 3 -7tM- JOB SITE INFORMATION (All Information Required) Name: my 0 s 0114� Address: mo Sov Cross Street: Phone No.: Bldg.Permit#: q 3 S qQ email: Tax Map District: 1000 Section: Block: `4 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) o A Circle All That Apply: Is job ready for inspection?: IS / NO Rough InDo you need a Temp-Certificate?: NO Issued On Temp Information: (All information required)a Service Siz 1 P 3 Ph Size: ne A # Meters d Meter# 5 N �* -ew SFire Reconnect - Flood Reconnect - Service Reconnected - ndergrou - erhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional lI Information: Domol -gle 2105 ��. o� iov� to w\ PAYMENT DUE WITH APPLICATION fo Request for Inspection Form.xls �/PV ��S��fOC�.CO BUILDING DEPARTMENT- Electrical Inspector O Gy;' ' - i.;-`: TOWN OF SOUTHOLD -D Town Hall Annex 54375 Main Road - PO Box 1179 co - F Southold, New York 11971-0959 DEC 1 3 2019 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 er- southoldtownny )ldtownny.gov !?'y XV ,y�"i' a. 'F ,j APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: Name: License No.: 33�f q yJC email: LTC -,2,z e 4v„1,`„� , /i, Address: Phone No.: (93 / -73 y' pro Zoe 33 S-9g9r JOB SITE INFORMATION (All Information Required) Name: Address: Sov Cross Street: Phone No.: -_- - = -Bldg-P.-emit __#_: email: --- Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) IQ CIA- Circle r Circle A(I That Apply: Is job ready for inspection?: ts NO Rough Ira, Do you need a Temp-Certificate?: NO Issued On Temp Information' (All information required) ervice Siz •1 P 3 Ph Size: an o A # Meters d Meter# New Se - Fire Reconnect- Flood Reconnect- Service Reconnected - ndergrou - erhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: Lin{ D e. 1"/05 P01-e la rvj(/5' -------- �-Aa(-MENT-DUE-MTR-AP -LO-N------- 21/lb��f? Request for Inspection Formals �v" ' PERMIT# Address: Switches I Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service2o-bA. Carbon Micro Generator Combo Cooktop Transfer- AC AH� Mini Special: Comments- G� BUILDING DEPARTMENT-Electrical Inspector co TOWN OF SOUTHOLD • 'y • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone'(631)765-1802-FAX(631)765-9502 Temporary Certificate # 700 Date I Z-1 / 2019 Customer Name , Electrician Name - �A Address a Phony e-mail e-mail d Phone License# -A4 Size�C- A• Phase_�Overhead "`Underground 3Q #of Meter Remarks OF 4 of Underground Laterals 1 2' New "H" Frame or Polel H aP Fire Reconnect Was work done on Service? Y/N. Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this instal lation is complete,the town will.conduct a remises inspection of the service equipment. This verification is alid for 90 y the date abo Authorized by Town Hall Annex �'; Telephone(631)765-1802 t 54375 Main Road , Fax(631)765-9502 P.O.Box 1179 € z Southold, NY 11971-0959 ti BUILDING DEPARTMENT { �µwyR}��w�yy NOTICE OF UTILIZATION OF--TRUSS TYFE'�CONSTRUCTION PREwENOI EERED; W` .WOQD CONSTRUCTION ANLi7+QR TIMBER CONSTRUCTION: 5 S REFLECTIVE WHITE F REFLECTIVE RED 2 PANTONE #187 r a s: i - E t 9 1/211 STROKE The construction type designation shall be - �� »� �jlV"or to indicate the construction c*lassification of the structure under OES1G� ►" 'E[,±C�: ; `' . T ;C'�". ,RAl#, section 602 of the BCNYS C.+i�!MPONIENTS THAT ARIE TRIS$$' T'�`'P9 QNST RUC's ION IT" FLOOR FRAMING, INCLUDING .■ GIRDERS AND BEAMS ;;, :■ cc��� -- ROOF FRAMING - P 'II �� FLOOR AND ROOF FRAMING STANDARDS AND CODES - E ,a' PROPOSED SEPTI SYSTEM DETAIL T Alit AL rs'• 1 (NOT TO tSCALE) FLAG HOUSE TOP BURIED AL F.FL 4' DC.EEP max. FINISHED GRADE ELEV. 11.0• PRECAST B mR�7N DEEP miFORCED n.2'D�max. ax 24'dia• LOCKING,WATERDGHT& INSECT PROOF �ELEV. DE to FLAG CAS IRON COVER TO GRADEFF SURVEY OF J.Gf OF MIN.4'dia. • APPROVED PIPE 20'min CI'min. MIN.4'dia. t TOP EL 10.0' 3 L 0 T 5 4 O EVVjrO PITCHED 1/4'/1' TOP ELEV. 10.0, APPROVED PIPE LEAN S EyF qs IAL ii 4T DI PITCHED 1/8'/1' s� 7� _., O s 04 _'z'OGS F INV.z INVERT 3e� m �� � ; 4'd1GRGSSOVER COLLAR MAP OF oS�Q2/?n cy �'• ' A� FLOW I I`� m— PIPE ' �` '• HARBOR LIGHTS ESTATES FLOWBAFF 3 A. w SECTION THREE r FILE No. 5147 FILED AUGUST 7, 1968 8' BOTTOM 3 GROUND WATER SITUATE s SEPTIC TANK [11 , I P � 's BAYVIEW 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. 2 \ 1 TANK; 8' DIA.4' LIQUID DEPTH. _ 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. TOWN OF S 0 U T H 0 LD 6 3.WALL THICKNESS SHALL BE A MINIMUM OF 3'.A TOP THICKNESS OF 6'ANDA BOTTOM THICKNESS OF 4'. LEACHING POOLS (2) cy 6'' ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPUED FORCE OF 300 Psi. 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. SUFFOLK COUNTY NEW YORK V 0 O 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 1 2 POOLS; 6' DEEP, B' dia.qQ /+' 4�-{� 2O" 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF±1/47 2• LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) S.C. TAX No. 1000-79-04-27 ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL. t LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. p� \\ 8.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). SCALE 1 n=4O' Q Q AZ,gG i 4.A 10' min.DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. Q FLAG .tom 'I 5.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. JANUARY 8, 2018 \\ \ �\ at 4vyj SS 6.AN B' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. AUGUST 16, 2018 ADD PROPOSED HOUSE DECEMBER 26, 2018 REVISED BY S.C.D.O.H.S. AIL ' \ \5:. AREA = 25,066 sq. ft. 1 �\ \ `� 0.575 ac. � i N^ Aoe \ c\� \\ \ \ �� CERTIFIED TO: o MARIAN MILLS 2 N;y xyg11 i 11 �I \\\ \\\ s.a \ p ' KEVIN JOHNS CCN ` I _ w T CHICAGO TITLE INSURANCE SERVICES, LLC Ak. No ' oAL ?� I I� I \�� \\\ \I0 ••N\\• \� �� �256Sj• 1. EXISTNNGARE ELEVATIONSNARE SHOWN THUS�9 DATUM AlXKX �e 1 \ /// , 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. LS' I TAI J� ` FOv10 3. MIN MN M LEACHING, SYSTEM FOP 8' DIA. 4LIQUID TH IR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. FLAG / / / T S 1 \ f . •\• AiEf I 2� //�// � I O Ii Wi�g a, 6F /, �\ C aj• � J 2 POOLS: 6' DEEP, 8' dia. Y � 2PROPOSED EXPANSION POOL 10.8 \ a • !t I � ®PROPOSED LEACHING POOL QQ" CP. I � �PROPOSED SEPTIC TANK / 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD MET=COUNW]D,EP OF IMALTH SER 6 / v) 150 / {T y � p g�� I ;+1 ^� OBSERVATIONS AND/OR DATA OBTAINED FROM 0 MMMT R APPROVAL OF COI9 �J s> // �� � m 4�0 � x,�.2 I 1 e 'tel MG vy� a yLe�a A s�qg 7g qa g�gpq�y yyvr y�Y �� h X6.0, �� 1 2 TEST HOLE DATA 6'G1Ld;1'LHlYdL7Y* SFt�a.XL IS RESIDENCE E Ol t 0 �F � �•—\ f � / r�l - 44 (TEST NOL-DUG BY M DOMUD GEOSCIENCE ON MARCH 27,2018) d ' \ h I g�� yy� g,t fj o 1 ' ' w / I EL,za' `` a, AN f �@ DAM HS .NO. (�� ��ti�� p?' S C� _ i'' ��A� /C</f i x < � 2U �< BROWN SILTY SAND SM SU CO A.I I J O 4J PREFABC E 1dl I ERVg�° Q JQ( y STANDARDS OES d I r� BROWN FINE TO YEDIUM SIWD SP BY THE LI S.�/1R FOR� .OF BEDROOMS � ,N I � a" F�ESUC SS R YGR ATE�IAtI � IM THREE Y ARS FROM OA M Off'APPROVAL x ISO ti ®^� I� � EL 0.4' 11.6' 1 •` DRAINAGE SYSTEM CALCULATIONS: 2� FppFa � I To MEDIUM SAND SPP-TO �� 'n•• , ® �, it DRIVEWAY AREA: 1,400 sq. ft. 1,400 sq. ft. X 0.17 = 238 cu. ft. S' / x 17 `i 238 cu. ft. / 42.2 = 5.6 vertical ft. of 8' dia. leaching pool required ,�Q. / { PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOLS ayp w ROOF AREA: 1,570 sq. ft. 1.570 sq. ft. X 0.17 = 267 cu. ft. S. c. No. 50467 '267 cu. ft. / 42.2 = 6.3 vertical ft. of 8' dia. leaching pool required +r ; ri UNAUTHORIZED ALTERATION OR ADDITION PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLSae �3Q TO THIS SURVEY IS A VIOLATION OF k SECTION N LA OF THE NEW YORK STATE Nathan Taff Corwin III a o mucanoN uw. PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: t � 3" COPIES OF THIS SURVEY MAP NOT BEARING -; C.). 6 EMBOSSED SURVEYOR'S SSOHAALL INKED NOT BE CONSIDERED Land Surveyor PROPOSED 8' DIA. X 6' DEEP DRY_WELLS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: k,W�r �y a" TO BE A VAUD TRUE COPY. h ry� CERTIFICATIONS INDICATED HEREON SHALL RUN I ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY,GOVERNMENTAL AGENCY AND Joseph A Ingegno L.S. LENDING INSTITUTION LISTED HEREON,AND ` TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys —Subdivisions — Site Plans — Construction Layout TUTION.CMIIMCATIONS ARE NOT TRANSFERABLE. SQUARE RIGGER LANE THE EXISTENCE OF RIGHT OF WAYS PHONE (631)727-2090 Fax (631)727-1727 AND/OR EASEMENTS OF RECORD, IF OFFICES LOGITED AT MAILING ADDRESS i ANY. NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 n CC, Fidelity National Title WSURANCE SERVICES,LLC JUN 2 0 2019 UMDD,To Tows OF sou— TITLE NO: 7404-004862 District: 1000 Section: 079.00 Block: 04.00 Lot: 027.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Mariah Mills and Kevin Johns,as tenants by the entirety and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: June 20,2019 FIDELITY NATIONAL TI E INSURANCE SERVICES,LLC JE D VA Sworn to before me this 20th day of June,2019 Notary Public v SANDRA '�SM ,NVM ,oae7 24 Commerce Drive •Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 1 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-004862 STATE OF NEW YORK)ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-079.00-04.00-027.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-079.00-04.00-027.000 Natalie B. Coleman Liber 4101 cp 412 TO Dated: 04/18/1956 Meadow Point Properties,Inc. Rec'd: 04/23/1956 (premises and more) Meadow Point Properties,Inc. Liber 5501 cp 199 TO Dated: 02/14/1964 Frederick Reese and Harold Reese Rec'd: 02/18/1964 (premises and more) FIDELITY NATION LE INSURANCE SERVICES,LLC Sworn to before me this JE D A 20th day of June, 2019 ' ��ti Notary Public 8MDRAJ.OOLE819 "°suebctNo York CommWM MomAug.29,20& 24 Commerce Drive• Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Frederick Reese and Harold Reese Liber 7734 cp 320 TO ` Dated: 10/09/1974 John Mulligan and Irene Mulligan,his wife Rec'd: 10/18/1974 No proof of death found for John Milligan in Suffolk Surrogates Court,per deed in Liber 12953 cp 143 he died on August 08,2017. No proof of death found for Irene Milligan in Suffolk Surrogates Court. Thomas Mulligan,as Executor of the Estate of John G. Liber 12953 cp 143 Milligan\AK-A--John Milligan Dated: 01/31/2018 TO Rec'd: 03/08/2018 Mariah\Mills and Kevin Johns, as tenants by the entirety LAST DEED OF RECORD PREMISES NORTH: 1000-079.00-04.00-028.000 Natalie B. Coleman Liber 4101 cp 412 TO Dated: 04/18/1956 Meadow Point Properties,Inc. Rec'd: 04/23/1956 (premises and more) Meadow Point Properties,Inc. Liber 5501 cp 199 TO Dated: 02/14/1964 Frederick Reese and Harold Reese Rec'd: 02/18/1964 (premises and more) FIDELITY 77zw RANCE SERVICES,LLC Sworn to before me this 20th day of June,2019 fm9-4-&,61zC ' Notary Public SMpRA&GOMW WoSuft 1GNWYbik?A8 omwbdon :iW4.90,2 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600• Fax: (631)727-0606 trial Fidelity National Title INSURANCE SERVICES,LLC Frederick Reese and Harold Reese Liber 6618 cp 384 TO Dated: 09/03/1969 Haroldand Laur�K s?his wife Rec'd: 09/08/1969 Harold Kerbs AKA Harold J.Kerbs died on July 13, 1979, Surrogates File No. 676 A 1979. Laura Kerbs,as surviving tenant by the entirety Liber 12385 cp 969 TO Dated: 10/29/2004 Terry M. Kerbs and Cynthia L. Kerbs Rec'd: 05/06/2005 Terry M. Kerbs and Cynthia L.Kerbs Liber 12747 cp 780 TO Dated: 09/16/2013 Paul J.Leonardo,Jr. and Stephanie Leonardo,husband Rec'd: 10/09/2013 and wife and Paul J.Leonardo,Sr. and Kathleen Leonardo,husband and wife LAST DEED OF RECORD PREMISES EAST: BRIGANTINE DRIVE PREMISES SOUTH: 1000-079.00-04.00-026.000 Natalie B. Coleman Liber 4101 cp 412 TO Dated: 04/18/1956 Meadow Point Properties,Inc. Rec'd: 04/23/1956 (premises and more) Meadow Point Properties,Inc. Liber 5501 cp 199 TO Dated: 02/14/1964 Frederick Reese and Harold Reese Rec'd: 02/18/1964 (premises and more) FIDELITY NATIONAL 7INSURANCE SERVICES,LLC Sworn to before me this JE DW 20th da of June,2019 Notary Public SMDR ►a.GOLMIQ Nosy 17 Mwsmbn Dow Aug.24.20 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 aFidelity National Title INSURANCE SERVICES,LLC Frederick Reese and Harold Reese Liber 8071 cp 63 TO Dated: 07/06/1976 Thomas Jordan and Annette Jordan,his wife Ree'd: 07/19/1976 Thomas Jordan and Annette Jordan,his wife Liber 8776 cp 240 TO Dated: 01/31/1980 Alex Rosenberg Rec'd: 02/08/1980 Alex Rosenberg Liber 9521 cp 215 TO Dated: 02/16/1984 Thomas Jordan and Annette Jordan,his wife Rec'd: 03/01/1984 Thomas P. Jordan and Annette Jordan,his wife Liber 11813 cp 81 TO Dated: 10/22/1996 Thomas Jordan and Annette Jordan, as tenants in common Rec'd: 01/28/1997 Thomas Jordan and Annette Jordan,his wife Liber 12348 ep 104 TO Dated: 09/21/2004 Virginia Thompson Rec'd: 10/08/2004 Virginia Thompson Liber 12596 cp 338 TO Dated: 07/30/2009 Christopher B.Nix and Margaret A.Nix,husband and Rec'd: 08/12/2009 Wife LAST DEED OF RECORD FIDELITY NATIONAL TSURANCE SERVICES,LLC Sworn to before me this JE D 20th day of June,2019 Notary Public S1ryyANDRAd.OOW610 NePubikhmeomm CMb"Exp Any.29,2Q 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES WEST: 1000-079.00-04.00-017.025 Natalie B. Coleman Liber 4101 cp 412 TO Dated: 04/18/1956 Meadow Point Properties,Inc. Rec'd: 04/23/1956 (part premises and more) Meadow Point Properties,Inc. Liber 5501 cp 199 TO Dated: 02/14/1964 Frederick Reese and Harold Reese Rec'd: 02/18/1964 (premises and more) Fred Reese AKA Frederick Reese,as to his 50%interest Liber 11669 cp 70 TO Dated: 02/10/1994 NFB Development Corp. Rec'd: 03/18/1994 (premises and more) Harold Reese, Sr. AKA Harold Reese as to his 50% Liber 11670 cp 935 interest Dated: 12/28/1993 TO Rec'd: 04/01/1994 NFB Development Corp. (premises and more) NFB Development Corp. Liber 11727 cp 641 TO Dated: 05/25/1995 CCUG Associates Rec'd: 06/02/1995 (premises and more) FIDELITY NATIONAL TI E INSURANCE SERVICES,LLC Sworn to before me this JEAJOUYA 20th day of June,2019 Notary Public SANDiRAJ.00L = Notary Public,01005032407 8ulroik County,New Ybrk GOpll UN tom:Aug.29,20" 24 Commerce Drive •Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Big Fidelity National Title INSURANCE SERVICES,LLC CCUG Associates Liber 12138 cp 389 TO Dated: 08/09/2001 Zoumas Contracting Corp. Rec'd: 08/28/2001 (premises and more) Zoumas Contracting Corp. Liber 12360 cp 834 TO Dated: 12/01/2004 Town of Southold Rec'd: 12/16/2004 LAST DEED OF RECORD FIDELITY NATIONAL TI INSURANCE SERVICES,LLC Sworn to before me this JEAN MJVX 20th day of June, 2019 JA oa�'I "Notary Public SANDRA J.GOLE81a NotaryPubkc,#MOOb03Z067 SUM*Cwft Nt w Vxk Cote wWon GWm Aug,2%20 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 LT I PROPOSED SEPTA SYSTEM DETAIL .9L AL r• ! (NOT TO SCALE) FLAG F.FLL US130' TOP BURIED 1111E 4'DEEP max FINISHED GRADE ELEV. 11.0 FINISH GRADE )1VL PRECAST REINFORCED CONCRETE COVER 24'dfa.LOCKING.WATI9iTICHi&INSECT PROOF FINIS ]RA BURIED 7'DEEP min.2'DEEP max. foci FLAG CAST IRON COVER TO CRATE SURVEY OF ✓.4.00R ]IIIc APPROVEDdPIPE 20"min ��WmlAPPROVED dPIPEt TOP ELL0T 54 ARCHED 1/4'/1' TOP ELEV. 70.0' PiTCHm 1/8•/1'fE�,jOC'1/E' jt _�% C0 cC Fu INV.9E�L 3� .. 4•dfa. S/�N�"" MAP OF HNs�fDer INERT m m "„� `°"AR HARBOR LIGHTS ESTATES _074 FLA ELEV.B.Q FLD\y ELEV..9.;Z m— w. 2 �� E�FFlE aH w SECTION THREE • FILE No. 5147 FILED AUGUST 7, 1968 SEPTIC TANK (11 ,� I ELEV.J� g GROUND WATER SITUATE S\ 1. MINIMUM SEPTIC TANK CAPACITIES FORA 4 BEDROOM HOUSE IS 7,250 GALLONS. °�' I BAYVIEW p 7 TANK;8' DIA 4' LIQUID DEPTH. '! 2 TOWN OF SOUTHOLD _ \ CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 pal AT 26 DAYS. r�pJQ S 3.WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4'. LEACHING POOLS (2) r� a \ SHS•10:2 ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 Def. 1. MINIMUM LEACHING SYSTEM FOR A 7 TO 4 BEDROOM HOUSE IS 300 s4 ft SIDEWALL AREA SUFFOLK COUNTY, NEW YORK G \ O 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. I 2 POOLS; 6' DEEP, B' dia. S.C. TAX gQ '}—— O" 5.THE SEPTIc TANK SHALL BE INSTALLED AT LEVEL R1 ALL DIRECTIONS(WITH A MAX.TOLERANCE OF*1/4) 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) C 1 AX NO. 1000-79-04-27 ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. \ \ Q 6.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). SCALE 1"=40' 4.A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. Q \ 5.AN W min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. JANUARY 8, 2018 FLAG \�AJ \ \ �\ y�T O �` 6.AN 5' min. DISTANCE BETWEEN ALL LEACHING POOLS,AND SEPTIC TANK SWILL BE MAINTAINED. AUGUST 16, 2018 ADD PROPOSED HOUSE � 4 `? DECEMBER 26, 2018 REVISED BY S.C.D.O.H.S. � ,1L \\ \\ \\ AL \ !; AREA = 25,066 sq. ft. \ \ \ \ 0.575 ac. .h 'LR M \mac\ \ \ \ \ ryfp m� \ \\ \ \ 10\ CERTIFIED T0: \ \ = MARIAN MILLS _ 111tL z1 1 1 \\ \ \ p KEVIN JOHNS ,��;o x 1 1 1 \\ \ \ ;;� CHICAGO TITLE INSURANCE SERVICES. LLC jN� I I 1 \ \\ \� ry\ ' \\ Q� $s N01 ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM if 2 �� I I 1 �� I ,\. 705 ^' •Sj• EXISTING ELEVATIONS ARE SHOWN THUS:-= �� I \ \ 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. $8• �� / ' 90' 4 0 \ � fH ` \! nlry r \ FEPTH ON �+ 3. MINIMUM LEACHING SYSTEM LIQUID FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. ILO . \ Opt ` / \ 5O r I 2 POOLS; 6' DEEP, 8' dia. 23 0 SAG / / I S'` 1 O 1 4 off • �.• �' x =� PROPOSED EXPANSION POOL �Y 11111. / / iniq ,�� I IQ PROPOSED LEACHING POOL ��/ 0' ,' I PROPOSED SEPTIC TANK 6 � 150' ••�`�.:h.. e •'��•.td'M •• 8'MI �t '� I ti 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD •• \ L" /.� OBSERVATIONS AND/OR DATA OBTAINED FROM 0 COUNTY DEPARTXMNT OF MLTA SER R VAL OF CO1�T IZI 1/ s7 /, :....:'•.:::..••� 4/.p, / x11.2 1 �n ` .off•• ?!;,tt = �1 = TEST HOLE DATA q) r—\` f %/ N 3�� c (TEST HOLE DUG Br EL IZ(rbLQ_Li ON MARCH 27,2076 ®AN 2019 i MGLE FANRLY i Fs DENcE 0) �O I ) J DAT &-IVC.NO. (J� U—L/12U p- -, cc" °W�� ::x I pR� /C C/f I x` J =U o � zr bftaMl SILTY SAND SM "�a .0— —— = '� 3 I �`/ � aF. ,. BUFF:Co Fid SE A;PM�D _ h ��� /mow sREPARARDs CSS IXt°NN FINE TO MEDIUM SAND SP BY THE LI TER G-r .!.V • M I i J FOR SUC S AMD 1 FOR OiF�BEDROOMS U, :a TiTLE IAF;C B RES THREE Y A}t fi FR(}l�� TEST HOLE DATE OF APPROVAL x I�' IT-1 EL OW DRa7NACE SYSTEM CALCULATIONS: �oGNp fi (7 I M� WATER BRATINE TO Z ?j� /aE, p+y 70 MEDIUM sArND ro sA s�,:• .e �' DRIVEWAY AREA: 1,400 sq. ft. $ J-9 1 �` 1,400 sq. ft. X 0.17 = 238 cu. ft. $' / x ,r f 238 cu. ft. / 42.2 = 5.6 vertical ft. of 8' dia. leaching pool required ,��. • e PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOLS ROOF AREA: 1,570 sq. ft. Ny^ N $OQ67 1.570 sq. ft. X 0.17 = 267 cu. ft. U/j S. 'c. No. 50467 267 cu. ft. / 42.2 = 6.3 vertical ft. of 8' dia. leaching pool required UNAUTHORIZED ALTERATION OR ADDITION PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS �F To THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE ■ f a o �, EDUCATION LAW. Nathan Ta f Corwin III PROPOSED B' DIA. X 4' DEEP DRYWELJS FOR ROOF RUN-OFF ARE SHOWN THUS: � �; 3 Jp COPIES OF THIS SURVEY MAP NOT BEARING �. ■O � THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: t - EMBOSSED SFiLL SFUll1 NOT BE CONSIDERED `W✓Y 0y J TO BE A VALID TRUE COPY. .IV�' �� CERTIFICATIONS INDICATED HEREON SHALL RUN h ry li ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. 2 TITLE COMPANY,GOVERNMENTAL AGENCY AND Joseph A Ingegno L.S. LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSn— Title Surveys —Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. SQUARE RIGGER LANE AND/OR EASEMENTS OF RECORD. IF PHONE (631)727-2090 LOCATED AT Fox (631)727-1727 ADDRESS 7 THE EXISTENCE OF RIGHT OF WAYS ANY, NOT SHOWN ARE NOT GUARANTEED. 1585 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 i AL AL 3SO/b AL FSG e W FLAG � ! SURVEY OF M° ; DSS �` ° ! LOT 54 Qet'�fs oN Co 14, MAP OF °Sos�� ( HARBOR LIGHTS ESTATES SECTION THREE do+,� FILE No. 5147 FILED AUGUST 7, 1968 i � SITUATE , C,Q ' BAYVIEW �D TOWN OF SOUTHOLD Gw °pQQ�, s 66.10, SUFFOLK COUNTY, NEW YORK q� Ngo 20" S.C. TAX No. 1000-79-04-27 SCALE 1"=40' aaG ^ �G -lops� I JANUARY 8, 2018 C4NT AUGUST 16, 2018 ADD PROPOSED HOUSE DECEMBER 26, 2018 REVISED BY S.C.D.O.H.S. FEBRUARY 20, 2019 ADD PROP. FENCE MARCH 19, 2019 REVISE PROP. WETLAND BUFFER FENCE AL ALNOVEMBER 5, 2019 FOUNDATION LOCATION tri ;6 '2y N� '1V` � � AREA = 25,066 sq . ftAIL . AL zp� ALorN , CERTIFIED TO: ��� I MARIAN MILLS jtll� o0 too• KEVIN JOHNS 'IL >>� +_� 90' T ?S6 S; CHICAGO TITLE INSURANCE SERVICES, LLC Al _AL OEZ Ab � / ?320 FUG zpr +• 84 ,2 1 AL I I ?¢0' CV W aQJ / O I 8 = A-11 i 4 0 Cie \ �� J t��• sa c� S,4 � yvNcO f 'M'E)V POR y� Qo Gil es Cf 0 a ! j PREPARED IN ACCO CE WTTH THE MINIMUM ^� STANDARDElyS-"R-r YS AS ES ABUSHED 1/ ^ �1 q® l,� AN�°APP,P � :.. ADOPTED M J `J N [ LO BJ `e FOR CfJ t7SE E iHE71_OFK SDlTE LAND I A /I S. Uc. No. 50467 v UNAUTHORIZED ALTERATION OR ADDITION QQ ,i a,3c TO THIS SURVEY IS A VIOLATION OF 4 2V SECTION 7209 OF THE NEW YORK STATE p I, EDUCATION LAW. J.." (� JJ COPIES OF THIS SURVEY MNP NOT BEARING Nathan TAWCorwin III 4 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor TO BE A VALID TRUE COPY. CERTIMCATIONS INDICATED HEREON SHALL RUN I ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. LS. _ TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Ingegno LS. ,i LENDING INS ITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INS'TI- Title Surveys —Subdivisions — Site Plans — Construction Layout TUION. CERTIMCATIONS ARE NOT TRANSFERABLE. SQUARE RIGGER LANE THE EXISTENCE RIGHT OF WAYS PHONE OFFICES LtOCA7ED AT FoxMAILING,727-172ADDRESS 7 AND/OR EASEMENT S OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 FLAG Vi!_s_ < f°° FLAG SURVEY OF ✓"'° LOT 54 MAP OF, FL" HARBOR LIGHTS ESTATES - SECTION THREE FILE No. 5147 FILED AUGUST 7, 1968 SITUATE BAYVIEW TOWN OF SOUTHOLD w �Q 66-10:2 SUFFOLK COUNTY, NEW YORK �Qe° NTO 0" F $ S.C. TAX No. 1000-79-04-27 SCALE 1"=40' FLAGE24c �q 53 JANUARY 8, 2018 �M AUGUST 16, 2018 ADD PROPOSED HOUSE DECEMBER 26, 2018 REVISED BY S.C.D.O.H.S. FEBRUARY 20, 2019 ADD PROP. FENCE MARCH 19, 2019 REVISE PROP. WETLAND BUFFER FENCE AL NOVEMBER 5, 2019 FOUNDATION LOCATION U F--m �9 MARCH 31, 2020 FINAL SURVEY N JIL T. m ° AREA 25,066 sq. ft. 0.575 ac. _ Jk Z0 o , CERTIFIED TO: I MARIAH MILLS �Vk job 100' r2�\\ KEVIN JOHNS X14.�Ln 90' ?S8 CHICAGO TITLE INSURANCE SERVICES, LLC /V 8 . za 8AL 02� 23, FLAG LOT �U I Mry�,_ �\5 e SEPTIC SYSTEM TIE MEASUREMENTS 20,, Sq I f//�` " C'3� 1° = HOUSE HOUSE . �Y ilk 4 ' 0 las. j °9 qpq�R �� \ 3�m _CORNER FAA CORNER N" ;4 4, NSrOH ►i ) D � a Qa SEPTIC TANK- ?� U u I ��� a PO0(90Hr"c M COVER 36' 22' a ¢�v v 1 QO q5� w "a2 ® C'a�o `` ~/ J COVERLEACHING POOL 48' 33.5' ' 0 tir r N hyo 40 �4�9' NQS COVERIN2 POOL 56.5' 35 Jv/Y 2 2 ry�0 Slip zona SON 2.9' / OFP� �011 CP F L \ Q w�Rvf v[!y GO T,yN a °,pOL fYeMfryrPrER \ 3Q� �. QJJ 3CO C°F "° WvvVC f Q y PREPARED I RDANGE WITH THE MINIMUM Z I I... STANDAR R Uwmi ESTABLISHED O Jy =-9 w j A BY S D ADOPTED N O V 1 ! 2020 F SUG. EO A�RLK. �LAND p c �AS �� e L®AY��e�`Y SUFFOLK COUNTY DEPART T6Vdi�NT vt"!��!Tg!SERVICES ] � APPROVAL OF CONS T 1RUCTEO MORKS FOR 2 mos°NO �� t/1 M 2 t :zs''a r/� W w� as!NCs` FAAla Y RESIDENCE OCT 2020 H.S.Rv?.mo.' ® >,Sss, a� - >7 ®ate - s t and v..13tes 3U;,*f3�deS Et this!c 60ra have been ^h The 8Q7,'e'at�a f9t5C'+G,^3 ��si � r Bnspe 'c-ed�rstf/0t a �cifi �y �� r-d ileTe or Oiher acts.cppiz��s Grad found t® i t y` '¢ Y.S. Lic. No. 50467 ® BEDROOMS. c TO THIS ALTERATION ADDITION be satisfactory FOR tea !MUM r a z( 3 SE THIS SURVEY IS A VIOLATION EW OF � SECTION EDUCATION LA OF THE NEW YORK STALE '� A '�, 4 Ai COPIEOF THS SURVEY MAP NOT BEARING Nathan -a#� Corwin III , W. O , Q THE LAND SURVEYOR'S INKED SEAL OR 'IQ, ! EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Land Surveyor [� C Chief � Craig Knepper, P.E., C(.,ieg l �� CERTIFICATIONS INDICATED HEREON SHALL RUN h N ONLY TO THE PERSON FOR WHOM THE SURVEY ®fiice of Waste�A:�t "e�ar��?P�Pt 2 IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TILE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Ingegno LS. LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. SQUARE RIGGER LANE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD. IF PHONE OFFTC OFFICES A090 ' FaMAIUNG)ADDRESS 7 ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 NOV 10 2020 BUM—ww,DEEFT. TOV-YTIY John's Home HVAC Duct Sizing for Kevin Johns 3060 North Road Greenport, NY 11944 Prepared By: Allison Starzee Star Mechanical 150 Moose Trail Cutchogue,NY 11935 631-734-6882 Friday,November 6,2020 Ducbize-HVAC Duct Sizing : . Elite Software Development,-Inc. ,.Elite Software,Development , `. John's.Home;, Bryan;TX 77802 _ _ - -- _ P—age2- General Project Data Irk{gut j Project-file name: " ' C:\Users\starp\Documents\Elite Software\Ductsize 6 " Projects\kEVIN jOHNS.dsw Project title: John's Home Designed by: Allison Starzee j Project date. Thursday, October 29,2020 Client name: Kevin Johns Client address: 3060 North Road ! Client city: Greenport, NY 11944 Company name: Star Mechanical Company representative: Allison Starzee Company address: 150 Moose Trail Company city: Cutchogue, NY 11935 j Company phone: 631-734-6882 j Company fax: 631-734-6882 t d r I I i i i i j 7 1 d P i s 9 I I C:\Users\starp\Documents\Elite Software\Ductsize 6 Projects\kEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize=HVAC Duct Sizing U�. Elite.Software Development,lnc.i Elite Software Development John's Home Bryan,TX 77802 _ �0 l0 a Pa a 3, = own- a3 nne --�,- `-� == � — -Teiep`hone-(G31)754 2 � S ai 1, � � �� Data - _ Fax_I6.31)_765-9502; IUl�xinittrialiddle(dft��FPM): ° 900 Material Reference: ®f I Galv Round English 1 Height constraint(in): �� 6 6 Width constraint(in): 10 6 Diameter constraint(in): 36 z R-Value of insulation (Sq.ft.F/Btuh): BUILDING DEPAR NT 8.00 ! Duct shape: TOWN ®F SOU LD Round Sizing method: CV CV NC.{criteria: pq p�y� NIA 50 77 i� Sl M1t'W _ pal$%✓4oiL -m• fks` n.S'€R. _ £ =a. S,a . - i Maximum system velocity(FPM): 900 Minimum system velocity(FPM): 700 Minimum trunk diameter(in): 120.0 Orifice opening interval(in): 1.000 Temperature of air leaving coil(°F): 0 Design room temperature(°F): 0 Temperature of duct installation space(°F): 0 Altitude(ft): 0 Density(Ib/cu.ft): 0.000 Friction loss per 100 ft. (in.wg): 0.000 Est.st. press.loss of central equip. (in.wg): 0.000 Maximum%supply air increase: 0 Allow increasing downstream diameters: No Show diversified trunk flows: No Duct diameter interval (in): 0.0 Whole number dimensions: No Fan description: Fan static pressure(in.wg): 0.100 Fan CFM: 1,000 Fan efficiency: 95 Fan RPM: 1,450 Number of blades: 0 Fan blast width(in): 0 Fan blast height(in): 0 Length to first fitting(ft): 0.0 r iI I I 1 I i 1 CAUserslstarplDocumentslElite SoftwarelDuctsize 6 ProjectslkEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize=HVAC Duct Siz n 7 Elite Software Development,°Inc.. ;Elite Software Development John's Home Biyan;TX 77802 a1J� nnex _ ff - _-- =TelephPa-e4', 02Coe-(631 SYS o;K 2"- Input Data - Fax(631)765-9502- 7- n. - AS�3 - Mt 600 I Material Reference: ! Galy Round English { Height constraint(in): ( U ,` 10 6 Width constraint(in): 12 6 I Diameter constraint(in): BUILDING DEPAR NT 36 ! R-Value of insulation(Sq.ft.F/Btuh): 8.00 ' Duct shape: ®W1�T OF' SOU LD Round Sizing method: CV CV NC criteria: N/A 50 77 Maximum system velocity(FPM): 0 Minimum system velocity(FPM): 0 Minimum trunk diameter(in): 0.0 Orifice opening interval(in): 0-000 Temperature of air leaving coil(°F): 0 Design room temperature(°F): 0 Temperature of duct installation space(°F): 0 Altitude(ft): 0 Density(Ib/cu.ft): 0.000 Friction loss per 100 ft. (in.wg): 0.000 Est. st. press. loss of central equip. (in.wg): 0.000 { Maximum%supply air increase: 0 Allow increasing downstream diameters: No Show diversified trunk flows: No Duct diameter interval(in): 0.0 Whole number dimensions: No Fan description: Fan static pressure(in.wg): 0.100 Fan CFM: 1,000 Fan efficiency: 95 ` Fan RPM: 1,450 Number of blades: 0 Fan blast width(in): 0 Fan blast height(in): 0 Length to first fitting(ft): 0.0 I f C:\Llsers\starp\Documents\Elite Software\Ductsize 6 Projects\kEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize-HVAC Duct Sizingur r Elite Software Development,Inc. :Elite Software Development �� y� John's Home Bryan TX 77802 _I`� l0 Pabe 5 ) ? S6l6phck 0031== T= 02 15ZIa2yx Pra'e ��t ���� -G - Runqirts _ Masal�dit� lddd silo@ FPM): - �� - - 900 Material Reference: Galv Round English Height constraint(in): � 16 6 Width constraint(in): 10 6 Diameter constraint(in): BUILDING DEPARTIWNT 36 R-Value of insulation (Sq.ft.F/Btuh): TOWN OF SOU �LD 8.00 Duct shape: eot. Round Sizing method: CV CV NC criteria: N/A 50 i Maximum system velocity(FPM): 900 t Minimum system velocity(FPM): 700 Minimum trunk diameter(in): 120.0 Orifice opening interval(in): 1.000 Temperature of air leaving coil(°F)• 0 Design room temperature(°F): 0 { Temperature of duct installation space(°F): 0 Altitude(ft): 0 Density(Ib/cu.ft): 0.000 Friction loss per 100 ft. (in.wg): 0.000 Est. st. press. loss of central equip. (in.wg): 0.000 Maximum%supply air increase: 0 Allow increasing downstream diameters: No Show diversified trunk flows: No Duct diameter interval (in): 0.0 Whole number dimensions: No - Fan description: Fan static pressure(in.wg): 0.100 Fan CFM: 1,000 Fan efficiency: 95 Fan RPM: 1,450 Number of blades: 0 Fan blast width(in): 0 Fan blast height(in): 0 Length to first fitting (ft): 0.0 i i t 11 1 I I C:1UserslstarplDocumentslElite SoftwarelDuctsize 6 ProjectslkEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize-HVAC Duct Sizing Vj T Elite-Software Development,Inc. Elite Software Development John's Home{ Bryan, (77802 h_ P TElephon�=(631-) 02 SyS n�l a% Rd 1 - Input data - Fax(631)765.95021 MM d d FPM): �o - 600 Material Reference: l Galv Round English Height constraint(in): 10 6 Width constraint(in): 12 6 Diameter constraint(in): BUILDING DEPARTNT 36 y R-Value of insulation (Sq.ft.F/Btuh): TOWN OF S®Uf Q 8.00 Duct shape: ect. Round ; Sizing method: CV CV NC criteria: N/A 50 lest S stem Data Maximum system velocity(FPM): 0 1 Minimum system velocity(FPM): 0 i Minimum trunk diameter(in): 0.0 Orifice opening interval(in): 0.000 Temperature of air leaving coil("F): 0 Design room temperature(°F): 0 1 Temperature of duct installation space(°F): 0 Altitude(ft): 0 Density(Ib/cu.ft): 0.000 Friction loss per 100 ft. (in.wg): 0.000 Est.st. press.loss of central equip. (in.wg): 0.000 Maximum%supply air increase: 0 Allow increasing downstream diameters: No Show diversified trunk flows: No Duct diameter interval(in): 0.0 Whole number dimensions: No F Data- Fan ata Fan description: Fan static pressure(in.wg): 0.100 Fan CFM: 1,000 Fan efficiency: 95 j Fan RPM: 1,450 Number of blades: 0 Fan blast width(in): 0 Fan blast height(in): 0 Length to first fitting(ft): 0.0 i 1 i � I f i C:1UserslstarplDocumentslElite Software\Ductsize 6 ProjectslkEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM DuDu e-HVAC Duct Sizing. *, _ �r -Elifia SoftwareR Development,Inc. Elite Soflware'Development �'�`�` y0 John's Home ti f Bryan,TX 77802 l Page 7_ own- a#�n7i - Tel€pR4nP�)=7b��-802 S.YS aide ", Trunk Irk of Fax(631)765-95021 1t 11 P tS BoX.r 7 . t 1 $Ph "P.°� 'd I .- n����tl�r A outhold,,NY 11971`-0959° ' . � ' Main First floor 160.0 3D.00° CR ®d� Rect. Yes s Galy Rect English FAN 16.0 900 --- 1 0.10 45 0.00050 € CV 10.0 BU§-Pb'*G DEPART41ENT 8.00 10 { i TOWN OF SOUTH OLD i I z i I I d 1 I i I C:1UserslstarplDocumentslElite Software\Ductsize 6 ProjectsWEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsiie-HVAC Du- 'Shing =Elite Sottrnrare=Development,lnc. Elite Software Development � _ - ., John's Home Bryan,TX 77802 P $991 'Tovin Ia�1 Ani��; Pelpn -l-li02 Sysk Ma'l?.Rw I��- T�"d.�nk Input` � _ Fax(631)765-9502 -g-r h _ ?.q-Box "79.. .ala , mat { S uthold,NYI 971-0959 Main First Floor 120.0 30.00 CR + Rect. Yes Galy Rect English FAN 10.0 700 — 1 0.10 45 0.00050 i CV 12.0 BUffl§114G DEPARTMENT 8.00 10 TOWN OF SOUTHOLD I { I , f I i C:1Userslstarp\Documents\Elite SoftwarelDuctsize 6 ProjectsWEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ducfs¢e=HVAC D66t Sizing'° lite'Software Development,,lnc. Elite Sofixiare Development �� yQ John's Home. l " 'B Ian, 77- _ _!�_ - vnr �11=Ann __` _ --- ._�.:.:�eleph©nC(63.F) M802 S 5!�M 1' 7 e 2" 7-t'un I!? L!t Fax(631)765-9502 i P.OBob l`79 ,outhold,NY'11971-0954j, .�, Main Second Floor " 160.0 30.00 CR - J ' 1 Rect_ Yes GaIv Rect English ' FAN 16.0 900 CR3-1 1 0.00 45 0.00050 CV 10.0 BUMOIRIG DEPARTMENT 8.00 10 TOWN OF SOUTHOLD 1 i 1 r I i { i I E { I ii III I I C:1UserslstarplDocuments\Elite SoftwarelDuctsize 6 ProjectsWEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsiie-HVAG DucfSizing Elite Software Deyelopinent,'loc:,fl Elite.Software Development'- John's Home{ Brian,TX 7.78 �� l� 1 I `Po ii X11-A1 rie �' Te ldphone_(63.1j��1 -%02 SySbwn RL'i7me 2"- Trunk Input- Fax(631)765-95021 S uthold NY 11971'-659-` Lt�g. e4: ��'��' '°. � . �`� ;. x,l `J ;pC Main Second Floor 120.0 30.00 CR ®u 1 Rect. Yes Galy Rect English FAN 10.0 700 -- 1 0.10 45 0.00050 CV 12.0 BUFLFN*G DEPAR'TMEN'T 8.00 10 YUAN OF SOUTHOLD f s , k 1 ' l � 1 I 1 f f r I C:1UserslstarplDocumentslElite SoftwarelDuctsize 6 ProjectsWEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Dustsize--HVAC Duct`Sking�' Elite Software'Developrtient;lnc:. 'Elite Software_Development John's Home. Bryan, 77 w p 1 I T-o�cvn-—Al1=Acne rPlephoiie -631��U�—_18 2 SY D�AZ@R(P 1" Runout I17�LJ Fax(631)765-9502f .�Bo 't79 _ g guthold,'NY'1J971=.0959 @f s A Hall 36.0 12-0()-,--- �� Rect. ..= Yes Ga.y Round English Main First floor 6.0 90 --- 0.00 45 0.00050 1 CV 6.0 BUft-DING DEPARTMENT 8.00 50 0.000 f Study 36.0 12Round WN ®� ®�� ®�� Round Yes Gaiv Round English Main First floor 6.0 900 --- 0.00 45 0.00050 CV 6.0 --- 8.00 50 0.000 Livingroomll<itchen 36.0 12.00 --- Round Yes Galv Round English Main First floor 6.0 900 ---- 0.00 0 0.00050 CV 6.0 -- 8.00 50 0.000 1 i I I 1 I 7 I 1 a i C:\Users\starp\Documents\Elite Sofluware\Ductsize 6 Projects\kEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Dactsize-HVAC Duct izirig - — Uj = EliteSoftiniare_Dev_elopmen Inc. .Elite Software Development �� �Q� John's Home Baran, 77 _, 1 fl-"An `' —±--Teleghon6-(63 - 8 2 SyStM 94AV e I"a Runout Inpu Fax(631)765-95021 `Rti �':O�B-c`��1179:° • ' � + � � ��� °„ av P= °' � � ( R = °uthod,NY 1197f1-09S9y ` • .,; 1 ? f ;> 0 -, ti . �"3" �. ;f } htis Study 36.0 12.00 -- Round Yes Galy Round English Main First Floor 6.0 600 --- 0.00 45 0.00050 CV 6.0 ELTI-tDING DEPARTMENT 8.00 50 0.000 TOWN OF SOUTHOLD I Hall 36.0 12.00 ---- Round Yes Galv Round English Main First Floor 6.0 600 ---- 0.00 45 0.00050 1 CV 6.0 -- 8.00 50 0.000 i Livingroom/Kitchen 36.0 12.00 -- Round Yes Galy Round English aMain First Floor 6.0 600 — 0.00 45 0.00050 CV 6.0 --- 8.00 50 0.000 1 � i j 9 d i 1 1 I 1 i G r I C:1Userslstarp\Documents\Elite SoftwarelDuctsize 6 ProjectsWEVIN jOHNS.dsw Friday, November 6, 2020, 12:45 PM DuCtsize'=HVAC Duct Sizing - "� �� _- ` 'Ebbe Software Developineot,Inc: Elite Software.Development ��� ��l �" :John's Home; 1B an.TX 77802 `Town=Ifta–t1 Anrie - w Telc}zhone'(631`) `> = $ 2 ¢(�yil i QaZone 2"P L?uggy Inpu Fax(631)765-950211 utliold,NY'Jn 971-0959 t' ' L�. . ' =x Vaughn Tup Bedroom 3 36.0 12.00 --- Round Yes Galy Round English Main Second Floor 6.0 900 -- 0.00 45 0.00050 CV 6.0 BUILDING DEPARTMENT 8.00 50 0.000 Bath 2 36.0 12 O?WN OF S®LTTHOLD Round Yes Galy Round English Main Second Floor 6.0 900 -- 0.00 0 0.00050 CV 6.0 --- 8.00 50 0.000 1 i I 1 I 1 S i I i I i 1 { i i i a � _ 1 C:1Userslstarp\Documents\Elite Software\Ductsize 6 ProjectslkEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ducfisize=HVAC Duct$iiing� Elite Software D`evelopmdnt Inc.i Elite Software Development �Q� John's Home, 1 B an, 77ggpp�� _ - F 14 i �n-ti�]a,1�A'nii� � �' �� _�w � _ ���eleplione_(63:1, 802 �—YS� ]Qa1Z �"�„— �tdd�®�1� HCl Li et Fax(631)765-9502 f ETtt�0W` '1 B 79 :t .x.� a e' Othol, NY11971-09S9e 1 a� ej : t "° R iia t fAre Ve G'' i Bedroom 2 36.0 12.00 — UNC`[' Round Yes Galv Round English Main Second Floor 6.0 600 — 0.00 45 0.00050 I CV 6.0 BUI-hDING DEPARTMENT 8.00 50 0.000 TOWN OF SOUTH OLD Bedroom 1 36.0 12.00 —= Round Yes Galv Round English Main Second Floor 6.0 600 -- 0.00 45 0.00050 t CV 6.0 --- 8.00 50 111100 Bonus Room 36.0 30.00 --- 10 Round Yes Galv Round English Main Second Floor 6.0 600 --- 0.00 45 0.00050 CV 6.0 --- 8.00 50 0.000 I i r i i f I i � I E i 1 P C:1Userslstarp\DocumentslElite Software\Ductsize 6 Projects*EVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize-HVAC Duct Sizing - _ Elite-5oftware Development,Inc. Elite Software Development V� John's Home Bryan,TX 77802I`� l� _ _ _ _.�_. --Telephonc(63-1- - e 1 € 02 (SySfi$ ail _m 2�p e Trunk ®U�� _ _ Fax(631)765-95021 :O-Bo�T79 i -- -G - Q- Fit 'SLct# Ssct2 • umu1 press Southold,NY 11971-0959 TWIt SpJI U103 � C�UNT'l r, h Egtip Oynarn VeLP NAO „t1�:�tr �sj �OA Reg ti< � �. ' �:csf Lc�� �ti°�s� �riC S��t Stu@ : Val 'Wits Gau Fit. r Cost Loss F.T6t Total Total Total': CFRIt Leri Rer nkat Less Dynam - - 13I1TT1�G...DEP_A�R,TA�I:��TT + Main 13.1 CV 0.005 TOWI§eflF SOUTAOLD 0.000 0.127 0.000 0.002 Second Floor FAN 14.4 45 0.000 CR3-1 1 0 687 0.001 0.000 0.002 0.129 -0.029 170 10.0 24 CR3-1 1 0.687 0.001 0.127 0.129 0.129 -0.027 159 30.0 Galv Rect 0.127 English Ex1 #ion:ef Va s an Ri htr�tcisTva+~oturp above 'Cdus�an Qes+�ripiion V. - "Fit": "Loss"=Static pressure loss through the indicated fitting. "Sect1": "Equip"=User-entered loss through central equipment(supply main trunk only). "Add.L'=User entered additional static pressure loss. "F.ToC=Total of all the fitting static pressure losses. For supply main trunk, also includes loss through central equipment and any loss carried from return system. "Dynam"=Total of all the dynamic losses,which includes everything but the frictional loss. "SectT: "Dynam"=Total of the dynamic losses, carried from bottom of previous column. "Fric"=Static pressure loss due to the inside surface roughness(friction). "Total"=Total of the dynamic and friction losses. "Cumul": "VeLP"=Cumulative loss in velocity pressure. Change in velocity pressure of this trunk when compared to that of the system's main trunk. "Stat"=Cumulative loss of static pressure. Change in static pressure of this trunk when compared to that of the system's main trunk. "Total"= Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": "Veloc"=Velocity pressure. "Stat"=Static pressure available. For return, at entrance of duct. For supply, at exit. 'Total"=Velocity pressure plus static pressure available. I I i + e � f + C:1UserslstarplDocuments\Elite SoftwarelDuctsize 6 ProjectslkEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize--HVAC Duct SizingElitb Soffivahre'DeVeldprne nt Inc. Elfte,Software Development John's Home,. Bryan,TX 7780210 lephoin - W-1-0 2 FS.ystwn ga`Zme 2 Trunk Outp Fax(631)765-95021 O-Box 1 9 G Q Fit S--CO SecQ Curndl P Southold,NY 11971-0959 Trunk Pla SW-:000Equip -Dynam Vel P Veloc Drisir �fai TOA Reg v- - 4 Loss Adhi F:,"C smt stef .Val Wid Gau Fit,2 i Coef Loss F Tot Total Total ToWil CFM_Leyj Ref M _DEpARTMT_ oss �Dnam - Main 9.7 CV 0.060 TOWAPOF SOUTEWD 0.000 0.110 0.000 0.022 Second Floor FAN 8.0 45 0.000 CR3-6 1 0.340 0.010 0.100 0.019 0.128 0.028 553 8.0 26 1 0.010 0.128 0.128 0.050 284 30.0 Ga1v Rect 0.110 English Ex lanaton'bf VM64,z in-RIG Column Description "Fit": "Loss"=Static pressure loss through the indicated fitting. "Sectl": "Equip"=User-entered loss through central equipment(supply main trunk only). "Add.12'=User entered additional static pressure loss. "F.Tof'=Total of all the fitting static pressure losses. For supply main trunk, also includes loss through central equipment and any loss carried from return system. "Dynam"=Total of all the dynamic losses,which includes everything but the frictional loss. "Sect2": "Dynam"=Total of the dynamic losses,carried from bottom of previous column. "Frid'=Static pressure loss due to the inside surface roughness(friction). 'Total"=Total of the dynamic and friction losses. "Cumul": 'Vel.P"=Cumulative loss in velocity pressure. Change in velocity pressure of this trunk when compared to that of the system's main trunk. "Stat"=Cumulative loss of static pressure. Change in static pressure of this trunk when compared to that of the system's main trunk. 'Total"=Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": "Veloc"=Velocity pressure. "Stat"=Static pressure available. For return, at entrance of duct. For supply, at exit. 'Total"=Velocity pressure plus static pressure available. C:\Users\starp\Documents\Elite Sof vareDuctsize 6 ProjectsWEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM -1712ZZ2=b- Ducttize-HVA—C'Duct Sizing y UryElite S6ftwafre Development Inc. Elite Software Development 0 John's Home Br n TX 77802 a G o n -Teleph6ff6-(63 2 _P?% ex SYSIM lla'702& I" Trunk Fax(631)765-9502 P.'O-.B-o-x-IT79- Fit Sedl­ SeCP-- Gumul Fres Southold, res- Southold,NY 11971-0959 TrurlEc via Sm 13100- ,P . *h - , Equip, Dynam Vel.P Vef# Lrps 'e, 1 O Reg UOV cel Loss Addl FrIc Slat Slat,, Vel Wid G�au RL2 - ty, Coif Loss F,Tbt, Total Total Total CFM Len Ref -Mat ---R&ME1M--DE Main First 13.1 CV 0.010 TOWfflegF SOUTIWD 0.000 0.228 0.000 0.00 floor FAN 14.4 45 0000 CR3-6 1 0.340 0.002 0-100 0004 0.232 -0.1132 276 10.0 24 1 0.128 0.232 0.232 -0.127 258 30.0 Galv Rect 0.228 English "Fir": "Loss"=Static pressure loss through the indicated fitting. "Sectl": "EquiV'=User-entered loss through central equipment(supply main trunk only). "Add.U"=User entered additional static pressure loss. "F.ToV'=Total of all the fitting static pressure losses. For supply main trunk,also includes loss through central equipment and any loss carried from return system. "Dynam"=Total of all the dynamic losses,which includes everything but the frictional loss. "Sect2": "Dynam"=Total of the dynamic losses, carried from bottom of previous column. "Fric7'=Static pressure loss due to the inside surface roughness(friction). "Total"=Total of the dynamic and friction losses. "Cumul": "VeLP"=Cumulative loss in velocity pressure. Change in velocity pressure of this trunk when compared to that of the system's main trunk. "Star"=Cumulative loss of static pressure. Change in static pressure of this trunk when compared to that of the system's main trunk. "Total"=Cumulative velocity pressure loss plus cumulative static pressure loss. Press!': Welod'=Velocity pressure. "Star"=Static pressure available. For return, at entrance of duct. For supply, at exit. "Total"=Velocity pressure plus static pressure available. C:\Users\,starp\Documents\Elite Software\Ductsize 6 ProjectsWEVIN jOHNS-dsw Friday, November 6,2020, 12:45 PM Ductsize-HVAC Duct Sizing Elite Software Development Inc., Elite Software Development John's Home, Bryan 1A 77802 ape 18. 'Ibwn- a -770.5-4- 02 Sy .... .. I Trunk Outpu a' Fax(631)765- 502 -T1.-G'.7Bo—x M9 -- -Frt- -�� fl Sec12 Southold,NY 11971-0959 Trunk Dia sm u1100 Eq,4jP Dynarn Vel.13 Wacl, Dns:tr 4-ti TOARegs Loss 4L, Fria Stat stat, 6 Ad 1 "Vall Wid -Gau FA 2 CC& LOSS FTol Total Toial TOW CFM Len Ref Mat Xf Lo —B-ift- 4M,G-DERAW N Dynam Main First -§.7 CV 0.050 %e 0.000 0.108 0.000 0.018 Floor �OVVr LD FAN 8-0 45 0-000 CR3-6 1 0.340 0.008 0.100 0.016 0.124 0.024 503 8.0 26 1 0.008 0.124 0.124 0.042 258 30.0 Ga1v Rect 0.108 English FV 'I .Fri M6100t Five Celurrtr s Move "Fit": "Loss"=Static pressure loss through the indicated fitting. "Sectl": "Equip!'=User-entered loss through central equipment(supply main trunk only). "Add.12'=User entered additional static pressure loss. "F.Tof'=Total of all the fitting static pressure losses. For supply main trunk, also includes loss through central equipment and any loss carried from return system. Mynam"=Total of all the dynamic losses,which includes everything but the frictional loss. "Bect2": "Dynam"=Total of the dynamic losses, carried from bottom of previous column. "Frit"=Static pressure loss due to the inside surface roughness(friction). "Total"=Total of the dynamic and friction losses. "Cumur": 'Vel.P"=Cumulative loss in velocity pressure. Change in velocity pressure of this trunk when compared to that of the system's main trunk. "Staf'=Cumulative loss of static pressure. Change in static pressure of this trunk when compared to that of the system's main trunk. "Total"=Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": "Veloc!'=Velocity pressure. "Staf'=Static pressure available. For return, at entrance of duct. For supply, at exit. "Total"=Velocity pressure plus static pressure available. C:%Users\starp\DocumentsXElite Software\Ductsize 6 ProjectsWEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize-HVAC Duct Sizing Elite Software Development,Inc.' Elite Software Development John's Home ; anX 77 I-Anne SySbam kale w 2 Runout Ou Fax(631.)765-L950J2 P.O Box-31=79 Fit--S&t f---:Sbct2 CUrul­-caress RUSIOUthold,NY 119bla0959,§I,j, UjGO O Zan" Hei TOA Ret ef Loss Diff. Ijynarn VeLP Veloc. Afel - i W"d GEU C---f Lass Add.L F rii C silt stat UF rVI Len Ref [Oat F43 Coelf Loss F Tol Total 'Total Total )rif R Bedroom 3 5.0 CV 0.220 TOWRnOF SOUTMLD 0.000 0.028 -0.033 0.036 Main 4.5 45 -0.061 0.000 0.026 0.217 -0.117 Second Floor 704 4.6 28 0.028 0.054 0.183 -0.081 96 12.0 GaIv Round 0.028 English 5.00 50 30 SR5-1 1-BR 1 0.785 0.028 Bath 2 4.0 CV 0.305 Rnd Rect 0.000 0.000 -0.035 0.037 Main 3.7 0 -0.035 0.000 0.037 0.201 -0.101 Second Floor 722 3.7 28 0.000 0.037 0.166 -0.063 63 12,10 GaIv Round 0.000 English 4.00 50 30 *SR5-1 1-MN 1 Loss coefficient for indicated fitting is from the boundary of the table since one or more of the parameters used to look up the coefficient was outside the range of the table. Explanationof Vafui�s in-fthim6if e "Fit": "Loss"=Static pressure loss through the indicated fitting. "Sectl": "Dif'= User-entered static pressure loss due to the diffuser. "Add.U'=User entered additional static pressure loss. "F.Tot"=Total of all the fitting static pressure losses. "Dynam"=Total of all the dynamic losses,which includes everything but the frictional loss. I'Sect2": "Dynam"=Total of the dynamic losses, carded from bottom of previous column. "Frid'=Static pressure loss due to the inside surface roughness(friction). "Total"=Total of the dynamic and friction losses. "Cumul": Wel.P"=Cumulative loss in velocity pressure. Change in velocity pressure of this runout when compared to that of the system's main trunk. "Sllat'=Cumulative loss of static pressure. Change in static pressure of this runout when compared to that of the'system's main trunk. "Total"=Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": Welod'=Velocity pressure. "Slat'=Static pressure available. For return,at entrance of duct. For supply, at e)dt. "Total"=Velocity pressure plus static pressure available. CAUsersNstarplDocumentslElite SoftwareNDuctsize 6 ProjectsWEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Pontino, Susan SOF Town Hall Annex Telephone(631)765-1802 From: 54375 Main Road Mariah Mills hm daniRe om> Fax(631)765-9502 Sent: P.O.Box 1179 Tuesday, Nov 10 20 2y2 To: Southold,NY 11971-0959 Pontino, Susan Subject: 3 of 3 l'Ycou�m Attachments: SKM C360i2011100 BUILDING DEPARTMENT TOWN OF SOUTHOLD After this I think we are all set. Can you confirm?Thanks so much! Mariah J. Mills,CBR Real Estate Salesperson Global Real Estate Advisor Gold Circle of Excellence Daniel Gale Sotheby's International Realty 114 Main Street,Greenport NY 11944 631.965.2557<tel:631.965.2557>cell 631.477.0013<tel:631.477.0013>office mariahjmills.com<https://mariahmills.danielgale.com/about> NOFO Life Blog<http://nofolife.net/> Instagram<https://www.instagram.com/nofolife/> Facebook <http://facebook.com/mariahimills> Pinterest<https://www.pinterest.com/mariahumills/> On 11/10/20, 2:16 PM, "Scanner, GP"<scannergp@danielgale.com>wrote: Notice: Daniel Gale Sotheby's International Realty does not make requests for wire transfers via email; nor does the firm attempt to obtain confidential information through email including bank account numbers, credit card details,social security numbers,or other similar personal data. If you receive an email that appears to be from our company and requests that you wire funds or reveal confidential information,email fraud may be involved. Please do not respond to the message,and contact us immediately at:fraudalerts@danielgale.com or 800.942.5334. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Development, I jDuctsize HVAC Duct Sizing Elite,Software opment Inc. Elite Software Development John's Wome' !Bryan TX 77802 Page 20 gown-HaPk T- 6Ye-pIfo-ne-(631-) /()_-)-1-802 .nnex---- SY 2"® Runout Ou Fax(631)765-95021 P.O.Box _.0 Fit Sed I ct,mut 'Press, 9 RSouthold,NY 11974:-0959 SM IJ100 Conn ilei TOA Reg%, Loss Diff Dram 'NeW VetPa,, Vel id Gvu 1. 5 'o-z-1 Loss Adv,L Fri: stat stai. crW1 Len Ref Max r-_43 w,y Ccef Loss F.Tot To!all Total Toial' Orif RNC A LN I C G _1W '1� -P _L l=oss BVD F -6 -AR j_oss 9qn2, Bedroom 2 6.0 CV ®fi r j&ON- 0.000 -0.022 0.003 0-019 Main 6.5 45 0.020 T LD 0.000 0.012 0.116 0.016 Second Floor 519 5.5 28 -0.022 -0.010 0.118 0.035 102 12.0 Galv Round -0.022 English 6.00 50 30 ER5-6-BR 1 -1.152 -0.022 Bedroom 1 6.0 CV 0.075 Rnd Rect 0.000 -0.029 0.008 0.014 Main 5.5 45 0.037 0.000 0.009 0.100 0.000 Second Floor 438 5.5 28 -0.029 -0.020 0.109 0.014 86 12.0 Galv Round -0.029 English 6.00 50 30 ERM-BR 1 -2.093 -0.029 Bonus 6.0 CV 0.090 Rnd Rect 0.000 -0.026 0.005 0.017 Room Main 5.5 45 0.031 10 0.000 0.027 0.125 0.025 Second Floor 489 5-5 28 -0.026 0.001 0.130 0.042 96 30.0 Galv Round -0.026 English 6.00 50 30 ER5-6-BR 1 -1505 -0.026 E5x p-I i-na fi_q DSt�s�Zo�jumirss Above np f Va "Fit!": "Loss"=Static pressure loss through the indicated ftting. "SectIl": "Dif'=User-entered static pressure loss due to the diffuser. "Add.L"= User entered additional static pressure loss. "F.Tof'=Total of all the fitting static pressure losses "Dynam"=Total of all the dynamic losses,which includes everything but the frictional loss. "Sect2": "Dynam"=Total of the dynamic losses, carried from bottom of previous column. "Frid'=Static pressure loss due to the inside surface roughness(friction). "Total"=Total of the dynamic and friction losses. "Cumul": 'Vel.P"=Cumulative loss in velocity pressure. Change in velocity pressure of this runout when compared to that of the system's main trunk. "Staf'=Cumulative loss of static pressure. Change in static pressure of this runout when compared to that of the system's main trunk. "Total"=Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": Wellcd'=Velocity pressure. "Star'= Static pressure available. For return,at entrance of duct. For supply,at exit. 'Total"=Velocity pressure plus static pressure available- CAUsersXstarpkDocuments\Elite Software\Ductsize 6 ProjectsXkEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Dactsize=HVAC Duct Sizing - U - Elibe Software Developmcrit;Inc.I Elite Software Development John's Home,] __,TX 77802 Pa 211 1 eS�.SS l�Iai � n' Runout ®u$ lFy r Y Fax(631)765-950ti `P.-0-13o7C 179 Y 1197 0 -R,5,4utllold,N 76L-- 9 59 S. 1OO�x - n .. Dram . _' � , "fat . ' a # [ . tat ( s ` tic {i I -Ile 'two �,. � `� l Cel,- otM: F,T °W' ','r te! ��' { 1 ° • , - g i I Hall '6.0 CV 0.070 0.000 0.001 -0.008 0.013 Main First 5.5 45 -0.009 -- 0.000 0.008 0.249 -0.149 f floor 428 5.5 28 - 0.001 0.010 0.242 -0.136 84 12.0 Galy Round - 0.001 English 5.00 50 30 SR5-6-BR 1 0.142 0.001 Study 4.0 CV 0.415 Rnd Rect 0.000 0.002 -0.046 0.052 Main First 3.7 45 -0.049 - 0.000 0.050 0.330 -0.230 floor 848 3.7 28 -- 0.002 0.052 0.284 -0.179 74 12.0 Galy Round -- 0.002 English 4.00 50 30 SR5-6-BR 1 0.048 0.002 Livingroom/ 5.0 CV 0.240 Rnd Rect 0.000 0.071 -0.033 0.039 Kitchen 1 Main First 4.5 0 -0.105 - 0.000 0 029 0.365 -0.265 { floor 733 4.6 28 -- 0.071 0.100 0.332 -0.227 100 12.0 Galy Round --- 0.071 English 5.00 50 30 SR5-6-MN 1 1.853 0.071 ; 4 "Fit": "Loss"=Static pressure loss through the indicated fitting. "Sect1": "Dif'=User-entered static pressure loss due to the diffuser. "Add.L"=User entered additional static pressure loss. "F.Tot"=Total of all the fitting static pressure losses. "Dynam"=Total of all the dynamic losses,which includes everything but the frictional loss. "Sect2": "Dynam"=Total of the dynamic losses,carried from bottom of previous column. i "Fric"=Static pressure loss due to the inside surface roughness(friction). 1 "Total"=Total of the dynamic and friction losses. j "Cumul": "Vel.P"=Cumulative loss in velocity pressure. Change in velocity pressure of this runout when compared to that of the system's main trunk. "Stat"=Cumulative loss of static pressure. Change in static pressure of this runout when compared to that of the system's main trunk. "Total"=Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": "Veloc"=Velocity pressure. l "Stat"=Static pressure available. For return, at entrance of duct. For supply,at exit. "Total"=Velocity pressure plus static pressure available. I i C:\Users\starp\Documents\Elite Software\Ductsize 6 Projects\kEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize-HVAC Duct Sizing Elite Software Development,Inc. Elite Software Development John's Home IX 77ffl2 _0, Wn allAnnex ::f--=TeJ-ePJion-e--631T-- U VR� 2 W'20W I"- Runout Ou Fax(631)765-95021 P.O.Box-H 79- Fit Sac 1 seaff Cumul, Press R§qij1&qld,NY 119V,2,0959 Srvj' �.fj()o ?. 1, 111 , - 7-- -- -- Conn Hei TOA- ke,9' f s '-Loss. Diff,, - 0 y n,@ m Vzl,P velerdi Vef Wid au aef Loss Aiddl GFri'c stal Ste, CFNI ten Ref Mat 1-0 uly Goef Loss. F'.lot Total -To"al Toial Orif R.NC Study 5.0 CV 0.135 TOWPOF SOUTMLD 0.000 -0.016 -0.003 0.021 Main First 4.5 45 0.013 0.000 0.016 0.127 0.027 Floor 543 4.6 28 -0.016 0.000 0.124 0.048 74 12.0 Galv Round -0.016 English 5.00 50 30 ER5-1-BR 1 -0.772 -0.016 Hall 6.0 CV 0.070 Rnd Rect 0.000 -0.022 0.006 0.013 Main First 5.5 45 0.027 --- 0.000 0.008 0.106 0.006 Floor 428 5.5 28 -0.022 -0.013 0.111 0.019 84 12.0 Galv Round -0.022 English 6.00 50 30 ER5-1-BR 1 -1.640 -0.022 Livingrooml 6.0 CV 0.095 Rnd Rect 0.000 -0.013 0.000 0.019 1 Kitchen Main First 6.5 45 0.013 0.000 0012 0.123 0.023 Floor 509 5.5 28 -0.013 -0.002 0.122 0.041 100 12.0 Gaiv Round -0.013 English 6.00 50 30 ER5-1-BR 1 -0.712 -0.013 TMaC Fit": "Loss"=Static pressure loss through the indicated fitting. Sectl": "Dif'=User-entered static pressure loss due to the diffuser. "Add.L"=User entered additional static pressure loss. i "F.Tot"=Total of all the fitting static pressure losses. "Dynam"=Total of all the dynamic losses,which includes everything but the frictional loss. "Sect27: Mynam"=Total of the dynamic losses,carried from bottom of previous column. "Fric!'=Static pressure loss due to the inside surface roughness(friction). "Total"=Total of the dynamic and friction losses. Gumul": Wel.P"=Cumulative loss in velocity pressure. Change in velocity pressure of this runout when compared to that of the system's main trunk. "Stat!'=Cumulative loss of static pressure. Change in static pressure of this runout when compared to that of the system's main trunk. "Total"=Cumulative velocity pressure loss plus cumulative static pressure loss. "Press": Weloc!'=Velocity pressure. "Staf'=Static pressure available. For return, at entrance of duct. For supply,at exit. "Total"=Velocity pressure plus static pressure available. C:\Users\starp\DocumentsT=Iite SoftwareliDuctsize 6 ProjectsWEVII N jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize-HVAC Duct Sizing _ Ur Elite Software Development,Inc: Elite Software Development, y� John's Home Brygn,TX 77802 Pa a 23 SYS ann ex _ - -_ Teleplio`ne-(63=1654 02 2ri- OC tput Sum �_ _ Fax(63_1)765-9502 ! Numbetpt.4ag4yeltfp9ks: _ V �r N�3l�i6Rf, g1r9'1'Pf��59 � � Q Total system weight(lb.)minus fittings: l Total outlet flow yCOUN, Total outlet flow after heat gain 9 Size of largest trunk: BUILDING DEpAt��MENT 13.1 Size of smallest trunk: Size of largest runout: TOWN OF S®T.T�I®I-D Size of smallest runout: 4.0 Maximum static pressure loss occurs in route to runout: Bedroom 3 Cumulative static pressure loss at above runout: 0.217 I Isolate Return From Supply Option: No Return SP Loss Added to 1 st Trunk of Supply: 0.125 Available static pressure at above runout: -0.117 Fan static pressure: 0.100 Fan velocity pressure: 0.072 1 Fan total pressure: 0.172 "Negative available static pressure at the runout with the greatest cumulative static pressure loss means that the fan static l pressure entered on the System Data window is too low. i i I I I I I i t C:1Userslstarp%DocumentslElite Software%Ductsize 6 ProjectslkEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize-HVAC Duct Sizing . �r Elite Software Development,Inc Elite Software Development �� yo John's Home B an,TX 77802 �o _ lam_ Page 24 -- own- nnex- —=- W` -�Teleplione-(634-}-76-"5=1$02 I �Y aj2 2"- OUt�JUt Sum W" _ Fax(631)765-95021 Numbeppf.q&#XsI#Wks: NAMWIVAwq-*9 Total system weight(lb.)minus fittings: f Total outlet flow Own Total outlet flow after heat gain t34 Size of largest trunk: 97 Size of smallest trunk: BUILDING DEPAl ENT Size of largest runout: TOWN OF SOUET OLD Size of smallest runout: 6.0 Maximum SP loss occurs in route from runout: Bonus Room Total SP loss of route starting from above runout: 0.125 ; Isolate Return From Supply I Option: No P , Return SP Loss Added to 1 st Trunk of Supply: 0.125 Available static pressure at above runout: -0.025 " Fan static pressure: 0.100 Fan velocity pressure: 0.072 1 Fan total pressure: 0.172 A Negative available static pressure at the runout with the greatest cumulative static pressure loss means that the fan static pressure entered on the System Data window is too low. lit i s 1 i l I C:\Users\starp\Documents\Elite Software\Ductsize 6 Projects*EVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize-WAC Duct Sizing Elite Software Development,Inc.' l Elite Software Development — John's Home 1 6 an,TX 77802 �� _ l� Pa a 25 1 (� own- a - nnex--- I Sys aizogo II►,- Output Sum ..`.�1 — ------ Fax(631)765-9502 Numbep.id..%gXq)rVgks: G Q Total system weight(lb.)minus fittings: l Total outlet flow OWN, Total outlet flow after heat gain 8 Size of largest trunk: BUILDING DEP 13.1 Size of smallest trunk: `` &1 MENT Size of largest runout: TOWN OF SOIT6T&®LD Size of smallest runout: 4.0 1 Maximum static pressure loss occurs in route to runout: Livingroom/ Kitchen Cumulative static pressure loss at above runout: 0.365 Isolate Return From Supply Option: No Return SP Loss Added to 1st Trunk of Supply: 0.127 Available static pressure at above runout: -0.265 Fan static pressure: 0.100 Fan velocity pressure: 0.072 Fan total pressure: 0.172 *Negative available static pressure at the runout with the greatest cumulative static pressure loss means that the fan static pressure entered on the System Data window is too low. i I I 1 I 1 t 1 C:lUserMstarplDocumentslElite SofiwarelDuctsize 6 Projects*EVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize-HVAC Duct Sizing �,. _ Elite Software Development,Inca Elde Software Development _ �' y® _ - John's Nome B an,_TX-77902_ _ �� to - — Pa 26 26 --nnex--„-----_–�—-- - ----- Te�lephone�63,F76SF8 2 1$ii'40 ai .����” Out Sura to � _ Fax(631)765-95021 Numbepg qqgKgks: G • Q Total sysem weight Ib minus fittings: ®l ! Total outlet flow I Total outlet flow after heat gain 8 Size of largest trunk: 9.7 Size of smallest trunk: BUILDING DEPARJ)7MENT (I Size of largest runout: TOWN OF SOU6T64OLD I Size of smallest runout: 5.0 t Maximum SP loss occurs in route from runout: Study Total SP loss of route starting from above runout: 0.127 Isolate Return From Supply Option: No Return SP Loss Added to 1st Trunk of Supply: 0.127 Available static pressure at above runout: -0.027 Fan static pressure: 0.100 Fan velocity pressure: 0.072 Fan total pressure: 0.172 *Negative available static pressure at the runout with the greatest cumulative static pressure loss means that the fan static pressure entered on the System Data window is too low. I i 1 - I 1 1 1 I i C:XUserslstarp\DocumentslElite Software\Ductsize 6 ProjectsWEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM "F-5u—cisimi-HVAC Duct Sizing UElite Software Development,Inc. tware Development �� y� John's Home X 77802 � lQ Page 27 own-1�a)� nnex„�61a�0,qq 2 - Pressure Ch vfl Fax(631)765-9502+ P.O.Box 1179 A Q Southold,NY W&WFb Changes Throu est Static Pressure Loss i BUILDING DEPARTMENT TOWN OF SOUTHOLD � 0.06 0.04 o 3 0.00! –•— -------�...______..___.....—__.._ I a -0.02 n-� ] CL _ I 04 tI -0.061 -0.08 I -0.10 � -0.12 ---o— Static Pressure Available © Velocity Pressure Total Pressure Available Note: Return side point values are at entrance of duct,while supply side points are at exit- When a return system is present, an additional return side point named[Fan Entrance]is drawn in the graph to show the static pressure available at the entrance of the fan. When a supply system is present,and an additional supply side point named[Fan Exit]is drawn to show the static pressure available at the exit of the fan. - - Name �g. e 'Point Sta-tic Pr ssurs siiabi - _ _-- -- Yblal fir sure Ava�lai� : A Bonus Room 0.025 0.042 B Main Second Floor 0.028 0.050 C [Fan Entrance] 0.000 0.022 D [Fan Exit] -0.025 -0.023 E Main Second Floor -0.029 -0.027 F Bedroom 3 -0.117 -0.081 i L I C:1UserslstarplDocumentslElite SoftwarelDuctsize 6 Projects*EVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize-HVAC Ul, rt Elite.Sof fare Development,Inc. Elite Software Development y� John's Home !Bryan,TX 77802 �� l� 2 HQ2 S Sf $94a21049 7 - Pressure (631)765-9502 P.O.Box 1179 Southold,NY Changes ThrOU G 4 est Static Pressure Loss COU01 i i BUILDING DEPARTMENT TOWN OF SOUTHOLD � i A � � g 4 0.0 -- — — ---- — ---- --- 3 0 w � a i -0.2 -0.3 1 —®-- Static Pressure Available O Velocity Pressure — - Total Pressure Available Note: Return side point values are at entrance of duct,while supply side points are at exit. When a return system is present,an additional return side point named[Fan Entrance]is drawn in the graph to show the static pressure available at the entrance of the fan. When a supply system is present,and an additional supply side point named[Fan Exit]is drawn to show the static pressure available at the exit-of the fan. i 'Pclnt =lualne Sta#ic f'rssu_re_Avaital�le.._ -- Total Pressure Available;, ( A Study 0.027 0.048 B Main First Floor 0.024 0.042 ! C [Fan Entrance] 0.000 0.018 ! D [Fan Exit] -0.027 -0.021 E Main First floor -0.132 -0.127 I Livingroom/tQtche F n -0.265 -0.227 C:\Users\starp\Documents\Elite Software\Ductsize 6 Projects\kEVIN jOHNS.dsw :bar 6,2020, 12:45 PM Ductsize-HVAC Duct Sizing J Uj Elite Software Development,,Inc. Elite Software Development y� John's Home` Bryan.TX 77802 _moo l� Pa e 29 -- own- a - -`-- nnex-- - - -"-� Telephone=(63102 � sw S ai d 2"- Runout S®dl Fax 631 765-95021 R rMjPox 117 I Southold; 63 G • �Q; 0 100+ 2€100 4000 8000 MC NY 11971-0959 Bedroom 3 Required Attenuation -61 -44 -41 -39 -38 -37 50 { Actual Attenuation 35 0� 43 71 87 82 83 30 Additional Attenuation 0 0 0 0 0 0 0 G DEP TME T Bath 2 Required Attenuation wUILDI � �� � -41 -39 -38 -37 50 Actual Attenuation 71 86 79 78 30 I Additional Attenuation 0 0 0 0 0 0 0 0 i { i f 1 { 1 I C:1UserslstarplDocumentslElite SoftwarelDuctsize 6 ProjectslkEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM 4 Ductsize=HVAC Duct Sizing `` U Elite Software Development,Inc. Elite Software Development �`` l�0 John's Home Man TX 77802 l0 = Page 30' w -I=Ia1A_ . _ -�=�°elepl3ane(635=1802 I (SySf M?A}- e 2"- Runout' S®LI Fax(631)765-950211 O-Box 117 R jQj-, 83 �,� Souti1%Wc NY 11971-0959 • �Q�,0 1000 2000 4000 60001 IvC Bedroom 2 Required Attenuation -61 -44 -41 -39 -38 -37 50 Actual Attenuation 32 OU 39 67 83 76 75 30 Additional Attenuation 0 0 0 0 0 0 0 0 UILDING DEP RTME T Bedroom 1 Required Attenuation ��r.A � I➢ -41 -39 -38 -37 50 Actual Attenuation 3 OND 67 83 76 75 30 Additional Attenuation 0 0 0 0 0 0 0 0 Bonus Required Attenuation -61 -54 -49 -44 Al -39 -38 -37 50 Room Actual Attenuation 29 25 23 22 23 26 43 49 30 Additional Attenuation 0 0 0 0 0 0 0 0 I I � I G i I i f i iff i l E 1 l I 3 I C_\Users\starp\Documents\Elite Software\Ductsize 6 ProjectsWEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsae-HVAC Duct Sizing _ ````� (�l '� Elie Software Development,Inc., Elite Software Development �r y01 John's Home (Br an,TX 77802 �� 3 3elepl�one(6315=� 02 �Syst $11�Ia% 1 ' I�LJI out SOU Fax(631)765-9502 ox 1T79 SoutlaQ_lcl 1Y 11971-0959 63 • �pS 0 1000 2000 4000 8000' t�lcr Hall Required Attenuation -61KC ,�4 44 -41- -39 -38 -37 50 Actual Attenuation 36 50 80 67 73 30 Additional Attenuation 0 0 0 0 0 0 0 0 UILDI G DEPARTMENT Study Required Attenuation JW1VAA F STHD -41 -39 -38 -37 50 Actual Attenuation 4 , 70 85 77 76 30 Additional Attenuation 0 0 0 0 0 0 0 0 Livingroom/ Required Attenuation -61 -54 -49 -44 -41 -39 -38 -37 50 Kitchen Actual Attenuation 35 39 41 39 65 79 70 67 30 Additional Attenuation 0 0 0 0 0 0 0 0 i i i i k I f i C:1UserslstarplDocumentslElite SoftwarelDuctsize 6 ProjectsWEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize-HVAC Duct Sizing Ur Elite Software Development,Inc. 1 Elite Software Development John's Home ; Bryan,TX 77802 l(( _ elepl�one(631�P'aTg5eS 3-12 -----Town agnn_e S S Ia409 ' ® RUi ®Lt Sour,, 2 Fax(631)765-95021 Rc$:O,aiBox 1179 - o G�, 7e - - - - - - 6,,• 0 1 COO 2-000 4000 8000 RC' I Soutlibld,tNY 11971-0959 _ .'�` _I ; Study Required Attenuation -61 -4 -44 -41 -39 -38 -37 50 Actual Attenuation 38 �� 44 71 86 79 78 30 Additional Attenuation 0 0 0 0 0 0 0 j fIUILDG DEP,Q�,iZTMT f Hall Required Attenuation VDF S((_44DDT'H D -41 -39 -38 -37 50 Actual Attenuation 67 83 76 75 30 Additional Attenuation 0 0 0 0 0 0 0 0 Livingroome Required Attenuation -61 -54 X49 -44 -41 -39 -38 -37 50 Kitchen q Actual Attenuation 32 37 40 39 67 83 76 75 30 Additional Attenuation 0 0 0 0 0 0 0 0 i `i I i i 1 i i t C:\Users\starplDocuments\Elite Software\Ductsize 6 Projects*EVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize-HVAC Dict Sizing Ur Elite Software Development,Inc. Elite Software Development y0 John's Home Br an,TX 77802 - [ � i _ - - (63-- Pa' 33 - lehn_- -oI 1 8 2 Du Wlggy5-95021 Syist2B�b��7� � l€ 3 / 7 iorl WlilY 11971-0959 LCb Main Second Floor �yCQi'JN N,� {- Bedroom 3 L Bath 2 BUILDING DEPARTMENT - Return TOWN OF SOLTTHOLD L Main Second Floor Bedroom 2 -�Bedroom 1 St Bonus Room f i I I i I I I I { I I i I I l J i C:IUserslstarplDocumentsiElite SoftwareOuctsize 6 ProjectslkEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM Ductsize--HVAC Duct Sizing -: _ Elite Software Developm6ot,Inc. Elite Software Development `��— -�— John's Home Bryan,TX 77602� . _ '' _- �- _ l®` ---" � - -P�� ®lJ n .Tree Diagram ram ® � -Telephone(631)-765=18 2 VaitZtfa --- _ _ —__Fax-(63-1)765-95021 ®Syst41.i01BZD100-M _ -G Q ICV8j~Y 11971-0959 L-�Main First floor Hall Study BUILDING DEPARTMENT � ' Livingroom/Kitchen TOWN Off' SOUTHOLD °-Return L%Main First Floor - ,Study Hall Livingroom/Kitchen r I i i I ' i I I E I I i C:1Users\starp\Documents\E1ite Software\Ductsize 6 ProjectslkEVIN jOHNS.dsw Friday, November 6,2020, 12:45 PM EL --)3'11VZ NOV 10 2020 °M"L m r,7oF,P-f H TO ',":rT C;y U71,OLD John's Home HVAC Load Calculations for Kevin Johns 3060 North Road Greenport, NY 11944 Prepared By: Allison Starzee Star Mechanical 150 Moose Trail Cutchogue, NY 11935 631-734-6882 Thursday,October 29,2020 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. Rhdiic=Residential'&Light Commercial,H1/AC Loads °�� � Elite Software Development,Inc. ,Star Mechanical " John's Home.# `Cutcnpgue,NY"11935-2130.° Page 2m. Project Report Project Title: John's Home Designed By: Allison Starzee Project Date: Thursday, October 29,2020 Client Name: Kevin Johns Client Address: 3060 North Road Client City: Greenport, NY 11944 Client E-Mail Address: johns.kevinl5@gmail.com Company Name: Star Mechanical G Company Representative: Allison Starzee Company Address: 150 Moose Trail Company City: Cutchogue, NY 11935 Company Phone: 631-734-6882 Company Fax: 631-734-6882 Company E-Mail Address: Starpadl50@optonline.net Reference City:" Westhampton, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter. 10 '9 n1a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Total Building Supply CFM: 2,694 CFM Per Square ft.: 1.194 Square ft. of Room Area: 2,257 Square ft. Per Ton: 357 Volume(fP): 18,057 Total Heating Required Including Ventilation Air: r 98,268 Btuh 98268 MBH Total Sensible Gain: 64,085 Btuh 84 % j Total Latent Gain: 11,807 Btuh 16 % Total Cooling Required Including Ventilation Air. 75,892 Btuh 6.32 .Tons(Based On Sensible+ Latent) t Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACOA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i 4 S{j i {7 I C:1Users\starplDocuments\Elite SoftwarelRhvac 9 ProjectsUohns, Kevin.rh9 Thursday, October 29,2020, 12:09 PM Rhvac=Residential&Light Com_mercial HVAC Loads 1 ry ElitWSoftware,Development,Inc. ;Star Mechanical o f John's Home 1.Cutchogue,'NY 11935-2130 a Page 3j � sit4ru'i . .'- 7 77 (ti" Winter. 10 9 - 80% ,y - n/a - 70 Wa Summer: 83 71 56% 50% 75 30.17 Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum zHeight: 0 in. 0 in. age Winter - - --Summer Infiltration Specified: 0.110 AC/hr 0.060 AC/hr 33 CFM 18 CFM Infiltration Actual: 0.110 AC/hr 0.060 AC/hr Above Grade Volume: X 18.057 Cu.ft. X 18.057 Cu.ft. I 1,986 Cu.ft./hr 1,083 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 33 CFM 18 CFM Total Building Ventilation: 0 CFM 0 CFM I --System 1-- Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.110 AC/hr(33 CFM), Construction:Tight Summer Infiltration Specified: 0.060 AC/hr(18 CFM), Construction:Tight 1 Supply Attic 16B 0.12 6 - 609 - No 1 Return Attic 16B 0.12 6 564 No I i C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Johns, Kevin.rh9 Thursday, October 29,2020, 12:09 PM Rhvac-Residential_&Light Co_rnrnercial HVAC Loads _ - ^� - - `Elite Software Development,Inc.. Star Mechanical John's Home Cutchogue,WY1935-2130 _ �- _ ,If'�- Page 4 Load Preview Report Net ft' Sen Lat Net Sen Sys Sys Sys `Duc ' Scope Ton Iron Area Gain Gain Gain Loss Htg Clg, Act Size CFM CFM CFM Building 6.32 357 2257 64,085 11,807 75,892 98,268 1,208 2,694 2,694 System 1 632 357 2257 64 085 11 807 75,892 98,268 1208' 2 694 2 694 22x2 Supply Duct Latent 332 332 Return Duct 4,951 1,104 6,055 5,501 Zone 1-C1g.:36%,Htg- 390/. 922 21,385 3,131 24,516 36,352 473' 974 974 12x1 8-Hall 180 5,552 1,036 6,588 8,225 107 253. 253 3-5 9-Study 150 4,845 1,032 5,877 6,817 89' 221 221 3-5 10-LivingroomiKtchen 592 10,988 1,063 12,051 21,311 277 501 501 5-6 Zone 2-Clg:64%,Htg.:61% 1,335 38,512 7,240 45,752 56,414 734 1,755 1,755 18x1 ff 1-Bath2 63 2,758 1,021 3,779 3,211 42 126 126 2--5 2-Bath 1 63 2,824 1,021 3,845 4,722 61, 129 129 2-5 j 3-Bedroom 3 117 4,195 1,028 5223 5,717 74 191' 191 2-6 4-Bedroom 2 132 4,489 1,030 5,519 6202 81 _ 205 205 2-6 5-Bedroom 1 192 5,665 1,036 6,701 8,179 106 258 258 3-5 f I 6-Bonus Room 552 12,690 1,061 13,751 19,539 254, 578 578 6-6 7-Hall 216 5,891 1,043 6,934 8,844 115, 268 268 3-6 Sum,of room airflows may be greater than system airflow because system has multiple zones. I I r i f I i i CAUserslstarp0ocurnents\Elite Software\Rhvae 9 ProjectsUchns, Kevin.rh9 Thursday,October 29,2020, 12:09 PM Star Mechanical - John's Home � CUIqhog4e,NY 11935-2130 Page 5 / 'Room or Minimuni Maximum Rough. Design' SP Duct Duct Htg Clg Act. - Duct Duct Name Source Velocity Velocity ractor. L/100 Loss Velocity Length Flow_ _Flow Flow._Size System I Supply Runauts Zone I 8-Hall Butift-In 4,90 750 0111 0.1 618.5 107 in& 253 3 9-StLdy BUR-In 450 750 0.01 0.1 539.6 89� 221 3-5 I G-Uvingroorri/Kftchen Btift-In 450 750 0.01 0.1 510 277=1 501 5-6 I-Balh 2 Built-In 450 75D 01)l 0.1 4608 42 126 2-5 2-Balh I Bdft-In 450 750 OD1 0.1 471.9 61 129 2-5 3-Bedroom 3 Buift-In 450 750 0.01 0.1 486.7 74 191 2-6 4-Bedroom 2 BUR-In 450 750 OD1 0.1 520.9 81M 205 2-6 5-Bedroorn I BLfift-In 450 750 0.01 0.1 631 lose 258 3-5 6-Bonus Room Built-In 450 750 0.01 0.1 490.8 254 578 6-6 7-Hall Buift-In 450 750 0111 0.1 455.7 1 1,J 268 3-6 Supply Main Trunk BWft-In 650 900. OD03 0.1 801.6 1 90�= 2,694 22d� Summary System 1 Heating Flow: 1208 Cooling Row. 2694 � / ! � ` | CAUmers\eim itm 9 ProjectsUohns, hevn.rhS Thurodmy, October 2B.2Q2Q 12:09 PM Rhvac esidential-&UOR Commercial HVAC Loads ' ,` °Eli6e Software Develop -Rment;int. ,,Star Mechanical John's°Home? Cutchogue,NY ;11935-2130._ _ _ _ ` , _ Page 6 Tota! �ulldanc Stamraaaril Loads Spn .=e. � a 1D-cm-o: Glazing-Double pane, operable window, clear, 84 4,382 0, 1,659 11659 metal frame no break, u-value 0.87, SHGC 0.67 11 G: Door-Wood-Panel 64 2,074 0 656 656 11 K: Door-Metal-Fiberglass Core With Storm 224 4,837 0 1,533 1,533 11J: Door-Metal-Fiberglass Core 32 1,152 0 365 365 12E-Obw:Wall-Frame, R-19 insulation in 2 x 6 stud 1889.3 7,710 0 566 566 cavity, no board insulation, brick finish,wood studs 16B-0: Roof/Ceiling-Under Attic with Insulation on Attic 1665 40,758 0 29,211 29,211 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-0 insulation 16CR-0: Roof/Ceiling-Under Attic with Insulation on Attic 592.1 14,494 0 7,972 7,972 i Floor(also use for Knee Walls and Partition Ceilings),Vented Attic with Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-0 insulation 19D-Osp: Floor-Over enclosed crawl space, R-19 2257.1 3,680 0 375 375 insulation on exposed walls, sealed crawl space, t passive, no floor insulation,carpet or hardwood i Subtotals for structure: 79,087 0 42,337 42,337 People: 50 10,000 11,500 21,500 ' Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 17,001 1,436 10,090 11,526 Infiltration:Winter CFM: 33„Summer CFM: 18 2,180 371 158 529 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 i Total Building Load Totals: 98,268 11,807 64,085 75,892 } i Total Building Supply CFM: 2,694 CFM Pe(Square ft.: 1.194 i Square ft. of Room Area: 2,257 Square ft. Per Ton: 357 I pVolume(ft'): 18,057 Total Heating Required Including Ventilation Air: 98,268 Btuh 98.268 MBH Total Sensible Gain: 64,085 Btuh 84 % I Total Latent Gain: 11,807 Stuh 16 % Total Cooling Required Including Ventilation Air: 75,892 Btuh 6.32 Tons(Based On Sensible+Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. f 1 } i C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Johns, Kevin.rh9 Thursday, October 29,2020, 12:09 PM ~Rhvab-Residential&L'ightCommercial HVAC Loads`, P a.___.___-y_v-` -----•----- ,Elite Software Development,Inc.; �,Stai Mechanical _ f John`s Home I Cutchogue;NY 11935,2130_ � � _ Page 7 6 Building pie Chartp Floor 4% Infiltration 2% Ductwork 17% Pl- Building ��` � __Door 8% Loss ° 98,268 I , Btuh f / Glass 4% Roof 56% \Wall 8% i I i i Floor 0% Infiltration 1% Ductwork 15% Building Gain Roof 49% 75,892 Btuh pp People 28% ° Wal11% Gla D 2�3/o C:1Users\starplDocuments\E11te Sotlware\Rhvac 9 Projects\Johns, Kevin.rh9 Thursday, October 29,2020, 12:09 PM 4Rhvaac-Residential &Light'CoMm4cial HVAC Loads, `' " -��-Efite Software Development,Inc.-1 ;Star Mechanical : � �� � � �� � ° � � � John's Home" .Cutchb gej Y_11935-2130 _ _ _ _ _ Pa e ' (Detailed Boom Loads - R om 8f- Nall (Peak f=enestration Gain�Prrocedure) « _�-8 - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 180.0 sq.ft. Supply Air: 253 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 10.5 AC/hr Volume: 1,440 cu.ft. Req.Vent. Cig: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 84 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 618 ft./min. Percent of Supply: 0 % Runout Air Velocity 618 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.314 in.wg./100 ft. Actual Summer Infil.: 2 CFM N_ all-12E-0bw10 XE8 36 0.068 4.1 147 _0:3 0 11 N-Wall-12E-Obw 18 X 8 144 0.068 4.1 588 0.3 0 43 N-Door-11 G 4 X 8 32 0.540 32.4 1,037 10.3 0 328 N-GIs-1D-cm-o shgc-0.67 0%S 12 0.870 52.2 626 28.8 0 346 UP-Ceil-16B-0 18 X 10 180 0.408 24.5 4,406 17.5 0 3,158 Floor-19D-Osp 10 X 18 180 0.368 1.0 188 0.1 0 25 Subtotals for Structure: 6,992 0 3,911 i Infil.: Win.:3.2, Sum.: 1.8 224 0.951 213 0.067 36 15 Ductwork: 1,020 476 People:200 lat/per,230 sen/per: 5 1,000 1,150 j Room Totals: 8,225 1,036 5,552 t I 1 k f s c 'A i € C:\Users\starp\Documents\Elite Software\Rhvac 9 ProjectsUohns, Kevin.rh9 Thursday, October 29,2020, 12:09 PM Rhvac-Residential&Light Commercial HVAC Loads _ Elite Software Development,Inc. Star Mechanical , John's Home. :Cutchogue.NY 11935-2130 _ _ +;it' pm—9 Detailed Room Loads - Room 9-- Study (Peak Fenestration Gain Procedure) Room is in zone 1,which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.0 ft. System Number 1 Room Width: 10.0 ft. Zone Number: 1 Area: 150.0 sq.ft. Supply Air. 221 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 11.0 AC/hr Volume: 1,200 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air 74 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 540 ft./min. Percent of Supply: 0 % Runout Air Velocity: 540 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.240 in.wg./100 ft. Actual Summer Infil.: 2 CFM Iteirt urea -i 4 tg -. 7 Cl9 tat Sere DesMriptir�srpa�?iity _Valise ---�tul Loss - H l'M! _ In GaE N Wall-12E-0bw 10 X 8 36 - 0.068 -4.1 147- 0.3 0' 11 N-Wall-12E-0bw 15 X 8 120 0.068 4.1 490 0.3 0 36 N-Door-11 K4 X 8 32 0.360 21.6 691 6.8 0 219 N-GIs-1 D-cm-o shgc-0.67 0%S 12 0.870 52.2 626 28.8 0 346 UP-Ceil-1613-015 X 10 150 0.408 24.5 3,672 17.5 0 2,632 'Floor-19D-Osp 10 X 15 150 0.368 1.0 156 0.1 0 21 ' Subtotals for Structure: 5,782 0 3,265 Infil.:Win.: 2.9, Sum.: 1.6 200 0.950 190 0.070 32 14 Ductwork: 845 416 People:200 lat/per,230 sen/per: 5 1,000 1,150 Room Totals: 6,817 1;032 4,845 i j 4 r r C:\Users\starp\Documents\Elite Software\Rhvac 9 ProjectsUohns, Kevin.rh9 Thursday, October 29,2020, 12:09 PM Rhvac w Residential&Light Commercial HVAC Loa—ds' Elite'Software Development Inc. Star Mechanical John's Home Cutchogue,NY 11S35-2130 Page 10: Detailed Room Loads --Room 10 - LivingroomlKitchen (Peak Fenestration Gain Procedure Room is in zone 1 which peaks at 3 pm Calculation Mode: Htg. &c1g. Occurrences: I Room Length: 24.2 ft. System Number: 1 Room Width: 24.5 ft. Zone Number: 1 Area: 592-1 sq.ft. Supply Air: 501 CFM Ceiling Height: 8.0 ft, Supply Air Changes: 6.3 AC/hr Volume: 4,737 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 0 CFM Runout Air. 100 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 510 ft/min. Percent of Supply: 0 % Runout Air Velocity: 510 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.166 in.wg./100ft. Actual Summer Infil.: 3 CFM Item Hig Sen C4 at SchQuanriQ Vaf6e -4fl T M Loss HR n -- -- - -- - 4 4o'q�i --,Gain I N-Wall-12E-Obw 24.5 X 8 152 0`068 4.1 620 0.3 0 45 N-Wall-1 2E-Obw 24.2 X 8 193.3 0.068 4.1 789 0.3 0 58 N-Door-1 U 4 X 8 32 0.600 36.0 1,162 11.4 0 365 N-GIs-ID-cm-o shgc-0.67 O%S 12 0.870 52.2 626 28.8 0 346 UP-Ceil-1 6CR-0 24.2 X 24.5 592.1 0.408 24.5 14,494 13.5 0 7,972 Floor-19D-Osp 24.5 X 24.2 592.1 0.368 1.0 618 0.1 0 82 Subtotals for Structure: 18,299 0 8,868 Infil.:Win.: 5.6, Sum.: 3.1 389 0.950 370 0.069 63 27 Ductwork: 2,642 943 People: 200 lat/per,230 sen/per: 5 1,000 1,150 Room Totals: 21,311 1,063 10,988 C:\Users\starpkDocumentsXElite SoflwareNRhvac 9 ProjectsUohns, Kevin.rh9 Thursday, October 29,2020, 12:09 PM 'Rhvac-Residential&Ci ht Commercial HVAC Loails.� -�� g � s �"e Elite Software Deivelopment,Inca, 'Star Mechanical. .. John's Home ,Cutchague.NY 11935-2130' x` _ _ -Page II Detailed Room Loads - Room I - Bath 2 (Pe_ak_Fenestration Gain ProcedureT- rsa`R:.e+w`vv Room is in zone 2,which peaks at 3 pin Calculation Mode: Htg.&dg. Occurrences: 1 Room Length: 9.0 ft. System Number: 1 Room Width: 7.0 ft. Zone Number: 2 Area: 63.0 sq.ft. Supply Air: 126 CFM i Ceiling,Height: 8.0 ft. Supply Air Changes: 15.0 AC/hr Volume: 504 cu.ft. Req.Vent. Clg: 0 CFM E Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 63 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 461 ft./min. Percent of Supply: 0 % Runout Air Velocity: 461 ft-/min- Actual Winter Infil.: 2 CFM Actual Loss: 0.176 in.wg./100 ft. Actual Summer Infil.: 1 CFM V-Wal 2E-0bw N-Wall-12E-0bw 9 X 8 72 0.068 4.1 294 0.3 0 22 N-Door-11K4 X 8 32 0.360 21.6 691 6.8 0 219 UP-Ceil-166-0 9 X 7 63 0.408 24.5 1,542 17.5 0 11105 Floor-19D-0sp 7 X 9 63 0.368 1.0 66 0.1 0 9 Subtotals for Structure: 2,691 0 1,362 Infil.: Win.: 1.8, Sum.: 1.0 128 0.953 122 0.070 21 9 Ductwork: 398 237 People: 200 lat/pe__r,_23.0 sen/per: 5 1,000 1,150 Room Totals: 3,211 1,021 2,758 { 1 E a i } 1 i f C:\Users\starp\Documents\Elite Software\Rhvac 9 ProjectsWohns, Kevin.rh9 Thursday, October 29,2020, 12:09 PM ;Rhvac-Residential&Light Commercial HVAC Loads r _ Elite Software Development,Inc. ;StarrMechanical 2 John's Home, Cutcho ue.NY 11935-2130 Page 12 1 Detailed Room Loads - Room 2 - Bath ' (Peak Fenestration Gain Procedure) Room is in zone 2,which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.0 ft. System Number 1 Room Width: 9.0 ft. Zone Number. 2 Area: 63.0 sq.ft. Supply Air: 129 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 15.3 AC/hr Volume: 504 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM I, Runout Air: 64 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 472 ft./min. Percent of Supply: 0 % Runout Air Velocity: 472 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.184 in.wg./100 ft. Actual Summer Infil.: 1 CFM Rein — - Area _U_ Htg Sen Ctg tat Sen I ti+ uent� � alue TP/t s� - H f} l in l3_3'. N-Wall-12E-0bw 9 X 8 40 0.068 --4:1 - 163 - 0.3 0, 12 N-Wall-12E-0bw 7 X 8 56 0.068 4.1 228 0.3 0 17 N-Door-11 K 4 X 8 32 0.360 21.6 691 6.8 0 219 UP-Ceil-16B-0 7 X 9 63 0.408 24.5 1,542 17.5 0 1,105 Floor-19D-Osp 9 X 7 63 0.368 22.1 1,391 1.1 0 70 Subtotals for Structure: 4,015 0 1,423 Infil.: Win.: 1.8,Sum.: 1.0 128 0.953 122 0.070 21 9 Ductwork: 585 242 People:200 ]at/per, 230 sen/per. 5 _1000_ 1,150 Room Totals: 4,722 1,021 2,824 i 1 i I i i I i C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\Johns, Kevin.rh9 Thursday, October 29,2020, 12:09 PM Rhvac-lie—sidiint—W&Light Commercial 14VAC Loads Elite Software Development Ine.] !Star Mechanical John's Home 1 :Cut2tq�Lqe,NY 11935-2130 Page 13 1 Detailed Room L6-a-cf� - Room 3 - Bedr6om 3 (Peak Fenestration Gain Procedure) Room is in zone 2,which peaks at 3 pm Room Length: 13.0 ft. System Number: 1 Room Width: 9.0 ft. Zone Number: 2 Area: 117.0 sq.ft. Supply Air 191 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 12.3 AC/hr Volume: 936 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air 96 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 487 ft./min. Percent of Supply: 0 % I Runout Air Velocity: 487 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.152 in.wg.1100 ft. Actual Summer Infil.: I CFM UP-Ceil-16B-0 13 X 9 117 0.408 24.5 2,864 17.5 0 2,053 Floor-1913-0sp 9 X 13 117 0.368 1.0 122 0.1 0 16 Subtotals for Structure: 4,841 0 2,673 Ductwork: 709 36 People-200 fat/per, 230 sen/per: 5 1,000 11150 Room Totals: 5,717 1,028 4,195 C:\Users\starp\Documents\Elite Q Kevin.rh9 Thursday, October 29,2O2\ 12:09 PM j Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical John's Home I Cutchogue,NY 11935-2130_ _ Page 14 Detailed Room Loads - Room 4 -Bedroom 2 (Peek Fenestration Gaily Procedure Room is in zone 2,which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number. 2 Area: 132.0 sq.ft. Supply Air. 205 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 11.6 AC/hr Volume: 1,056 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM t Runout Air 102 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.:, 0 CFM Runout Air Velocity: 521 ft./min. Percent of Supply: 0 % Runout Air Velocity: 521 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.173 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item t�sea : _ -U- , �it9 ,Set• Cg Lar Se Ii rcription _ _ Quanti ` Value`--_ i�1 T Loss H QUI darn Gain N Wall-12E-Obw 11 X 8 44 0.068 4.1 180 0.3 0 13 N-Wall-12E-Obw 12 X 8 96 0.068 4.1 392 0.3 0 29 N-Door-11 K 4 X 8 32 0.360 21.6 691 6.8 0 219 N-GIs-1 D-cm-o shgc-0.67 0%S 12 0.870 52.2 626 28.8 0 346 UP-Ceil-16B-0 11 X 12 132 0.408 24.5 3,231 17.5 0 2,316 Floor-19D-0sp 12 X 11 132 0.368 1.0 138 0.1 0 18 Subtotals for Structure: 5,258 0 2,941 i Infil.: Win.:2.7,Sum.: 1.4 184 0.951 175 0.071 30 13 Ductwork: 769 385 People: 200 lat/per, 230 sen_/per: 5 1,000 1,150 I Room Totals: 6,202 1,030 4,489 I f f� f C:\Users\starp\Documents\Elite Software\Rhvac 9 ProjectsUohns, Kevin.rh9 Thursday, October 29,2020, 12:09 PM Rhvec-Residential&Light Commercial HVAC Loads Elite Software Development,Inc,` Star Mechanical John's Home ,Cutcho ue,NY 11935-2130 _ = _ Page 15 Detailed Room Loads - Room 5 = Bedroom 1_(Peak Fenestration Gain Procedt, Room is in zone 2,which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.0 ft. System Number. 1 Room Width: 12.0 ft. Zone Number. 2 Area: 192.0 sq.ft. Supply Air. 258 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 10.1 AC/hr Volume: 1,536 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air. 86 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 631 ft./min. Percent of Supply: 0 % Runout Air Velocity: 631 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.327 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item — -- — Area _kj_ Htg Sara, CIg ' 'et Sen riptio aenkit h e - sn Ga M Lois • ITM Gain N-Wall-12E-0bw 16 X 8 84 0.068 4.1 343 0.3 -0 25 N-Wall-12E-0bw 12 X 8 96 0.068 4.1 392 0.3 0 29 N-Door-11 K 4 X 8 32 0.360 21.6 691 6.8 0 219 N-GIs-1 D-cm-o shgc-0.67 0%S 12 0.870 52.2 626 28.8 0 346 UP-Ceil-1613-0 16 X 12 192 0.408 24.5 4,700 17.5 0 3,368 Floor-19D-Osp 12 X 16 192 0.368 1.0 200 0.1 0 27 Subtotals for Structure: 6,952 0 4,014 Infil.: Win.: 3.2, Sum.: 1.8 224 0.951 213 0.067 36 15 Ductwork: 1,014 486 People: 200 lat/per,230 sen/per: 5 1,000 1,150 Room Totals: 8,179 1,036 5,665 I i i I i i i C:\Users\starp\Documents\Elite Software\Rhvac 9 ProjectsWohns, Kevin.rh9 Thursday, October 29,2020, 12:09 PM Rhwac-Residential.&Light Commercial HVAC Loads -^ Elite Software Development,Inc.' Star Mechanical John's Home Cutchogue,NY 1 1 935-2130 _ _ Page 16,1 [Detailed Room Loads - Room 6 - Bonus Boom (Peak Fenestration Gain Procedure) Room is in zone 2,which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 { Room Length: 24.0 ft. System Number: 1 Room Width: 23.0 ft. Zone Number. 2 Area: 552.0 sq.ft. Supply Air. 578 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.9 AC/hr i Volume: 4,416 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 6 Actual Winter Vent.: 0 CFM Runout Air. 96 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 491 ft./min. Percent of Supply: 0 % Runout Air Velocity: 491 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.154 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item - - - -- Area -U- Hl Seri, Cig v Lat Serti 10escr t n Oi3antitp �l 3ue " _ HTNI toss _h_{rl a�a' G i, ' - N-Wall-12E-0bw 23 X 8 140 0.068 4.1 571 0.3 0 42 N Wall-12E-0bw 24 X 8 192 0.068 4.1 783 0.3 0 57 i N-Door-11 K4 X 8 32 0.360 21.6 691 6.8 0 219 N-Gis-1 D-cm-o shgc-0.67 0%S 12 0.870 52.2 626 28.8 0 346 UP-Ceil-1613-0 24 X 23 552 0.408 24.5 13,513 17.5 0 9,684 Floor-19D-Osp 23 X 24 552 0.368 1.0 576 0.1 0 77 Subtotals for Structure: 16,760 0 10,425 Infil.:Win.: 5.4,Sum.: 3.0 376 0.949 357 0.069 61 26 Ductwork: 2,422 1,089 People:200 lat/per,230 sen/per: 5 1,000 1,150 Room Totals: 19,539 1,061 12,690 1 I i { V C:lUserslstarplDocumentslElite SoftwarelRhvac 9 ProjectslJohns, Kevin.rh9 Thursday, October 29,2020, 12:09 PM Ahvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.-I Star Mechanical ;' John's Home, Cutcho ue,NY_11935-2130 _ _ Page 17 I[Detailed Room Loads - Room 7 - Nall (Peals Fenestration Gain Procedure) i Room is in zone 2,which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.0 ft. System Number. 1 Room Width: 9.0 ft. Zone Number. 2 Area: 216.0 sq.ft. Supply Air 268 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 9.3 AC/hr Volume: 1,728 cu.ft. Req.Vent.Clg: 0 CFM Number of Registers: 3 Actual Winter Vent_: 0 CFM Runout Air. 89 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 456 ft./min. Percent of Supply: 0 % Runout Air Velocity, 456 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.133 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- }Ing 'Seri, oig : Lat Sen ©e'scr�I-bon - - Qi on i€y _ Value, f TM - -Loss' - HTM Gain Gain' i N-Wall-12E-0bw 24 X 8 160 0.068 4.1, -653 0.3 0 48 j N-Wall-12E-0bw 9 X 8 72 0.068 4.1 294 0.3 0 22 N-Door-11 G 4 X 8 32 0.540 32.4 1,037 10.3 0 328 UP-Ceil-166-0 24 X 9 216 0.408 24.5 5,288 17.5 0 3,790 Floor-19D-Osp 9 X 24 216 0.368 1.0 225 0.1 0 30 Subtotals for Structure: 7,497 0 4,218 Infil.:Win.:3.8, Sum.:2.1 264 0.951 251 0.068 43 18 Ductwork: 1,096 505 People:200 lat/per,230 sen/per: 5 1,000 1,150 Room Totals: 8,844 1,043 5,891 '1 i i i , E i i C:1UserslstarplDocumentAElite SoftwarelRhvac 9 ProjectsUohns, Kevin.rh9 Thursday, October 29, 2020, 12:09 PM I'lbvac-Residential&Light Commercial HVACLoads' '� `� Elite Software Development,Inc. Star Mechanical. John's Home C utcho5ue,NY 11935-2130 page 18' �Sysfem_l Room.Load Sum mary� RWIT t t. . is Sys --Zone 1-- 8 Hall 180 8,225 107 3-5 618 5,552 1,036 253 253 i 9 Study 150 6,817 89 3-5 540 4,845 1,032 221 221 10 Livingroom/Kitchen 592 21,311 277 5-6 510 10,988 1,063 501 501 Zone 1 subtotal 922 36,352 473 21,385 3,131 974 974 1 --Zone 2-- 1 Bath 2 63 3,211 42 2-5 461 2,758 1,021 126 126 2 Bath 1 63 4,722 61 2-5 472 2,824 1,021 129 129 3 Bedroom 3 117 5,717 74 2-6 487 4,195 1,028 191 191 4 Bedroom 2 132 6,202 81 2-6 521 4,489 1,030 205 205 ' 5 Bedroom 1 192 8,179 106 3-5 631 5,665 1,036 258 258 6 Bonus Room 552 19,539 254 6-6 491 12,690 1,061 578 578 7 Hall 216 8,844 115 3-6 456 5,891 1,043 268 268 Zone 2 subtotal 1,335 56,414 734 -.- -38,512 7,240 1,755 17755 i Duct Latent 332 f Return Duct 5,501 4,951 1,104 System 1 total 2,257 98,268 1,208 64,085 11,807 2,694 2,694 System 1 Main Trunk Size: 22x22 in. Velocity: 802 ft./min Loss per 100 ft.: 0.053 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+Excursion"method. Net Required: 6.32 84%/16% 64,085 11,807 75,892 Actual: g 2.38 75%/25% 21,450 7,150 28,600 M S 6 h _ _ Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner I Model: FO3016CSJ Indoor Model: FCC3621TSA Brand: FUJITSU Efficiency: 0 AFUE 16 SEER ` Sound: 0 0 Capacity: 0 Btuh 28,600 Btuh Sensible Capacity: n/a 21,450 Btuh Latent Capacity: n/a 7,150 Btuh AHRI Reference No.: n/a 10261050 C:\Users\starplDocuments\Elite SoftwarelRhvac 9 Projects\Johns, Kevin.rh9 Thursday, October 29,2020, 12:09 PM REVISIONS: El ASPHALT ROOFING ICE&WATER BARRIER 1/2"SHEATHING 2X6 CJ @16 OC (3)2X12 Z GIRDER O WU COLUMN O w vJ w/6X6 POST a z � a Ix 5Z4j2ECKjNQ (4)2X8 ACQ 2X8 ACQ @16"OC GIRDER h-+� . o p 12"dia PIER 7.M ACI. �� 24X24X12 FTG FRONT ELEVATION � o SCALE: 1/4" = V-0" �D Q �" H z CROSS SECTION o SCALE: 1/4" = V-0" ° r O m o u x L ^ N a1 M O ¢ v x o � M Lf-, U {v' U) O N � W In W u Ll cn r� DIRECT VENT FIREPLACE AS SELECTED BY OWNER.ADJUST FRAMING PER E INSTRUCTIONS FROM MFGR. y n D 4*e� N DRAWN: MH/MS N SCALE: 1/4"=1'-0" LEFT ELEVATION � '` - JOB#: SCALE: 1/4" 1'-0" 002 9 Q� Wednesday,May F F C� O SHEET NUMBER: 1A- REVISIONS: 27'-6" 24'-0" 17'-2" 10'-4" 10, 70-00' „ 12"dia.PIER 6 —0fe 3'BELOW 10 GRADE(TYP) 09- __ ____ _ O 11 (0 3'-3" 20'-9" U a . p , q 1 r o• d d D e , • O• d G - pad d d- n• d d o, d'4. �• A .�,,,� a F-•-1 Ib ' -- ------------------------ ----- '- D U FLOOR SYSTEM = ' I (PER MANUFACTURE) 1 4 0 5/8"dia.ANCHOR BOLT w/3X3 SQ.WASHER,NU L0 '„ a•' 4X4X1/4 TUBE STEEL i p• i O -------- — COLUMN @48 OC mllumnillmlmiNumiiiiloilu�iiimlmiiiiiliiimuiiiiiiiiilNuminnimliiiimmmmiimmmmomla�mmomliiiii a'•6"xa'*R o" H wi •, Lu (5)#5 REAR EACH WAY � i � � a BROWN SILTY SAND SLOPED GRADE °a FLOOR SYSTEM PER MFGR. SAD a C e (2)2X6 ACQ SILL PLATE o SM (AWAY FROM BLDG.) a 4 TERMITE SHIELD �' 0 4 ------- :D x I I IIIII i � -----� Q SILL SEAL D T J 3 ° a „ A 4 I I .� • 1 I O I ,A2 1 I I I i 4 OC ^ I D D D I Q (p o d p- d . o • d p• d . o . • . d p- d . - i �1 E•"� 1 4 . i r Fes•' I ' , • O --------------------------------------- - HOLD DOWN ANCHORS I I r I I 4e ° a•� i �-"-j-'- , 2", D i PER MFGR SPECIFICATIONS `Q • I 1 Q I 1 I I FIREPLACE FOUNDATION' 4X4XI/4 TUBE STEEL ' 'n BROWN FINE TO MEDIUM SAND I I I I I D D SIZE AND LOCATION TO i ,o ; ; 'COLUMN SP Q ° 3'-6"xj'-6"X1'-0"FTG.w/ (0 ASPHALTUM DAMPROOFINC. , 9'0" BE VERIFIED IN FIELD ' ' d ' MEMBRANE TO GRADE— I 4 D I (4)#5 REBAR EACH WAY I I I I I I ,� I I b `----------' I I G ° I 1q. i ^ I ,FLOOR SYSTEM PER MFGR. I I iI lin -'4 _ 13'-9" i� 13'-11" 11'-10" 12'-0" 10"POURED CON— D , -- 01 11.6' FOUNDATION WALL 3500ps1 % I -- 1 O 4e ^I I � "1 1 4X4Xt/4 TUBE STEELCIA Q 1 1 1 ' y WATER IN FINE TO MEDIUM SAND I I I I 4 1/2"PREMOLDED FILLER ' D __ •---__-----, O " C LUMN I I 1 D r N 4'-6•X4'-6 X1'-0"FTG.w/ pp ' + 1 I WWW Q SP ( AT PERIMETER OF SLAB 1`� 99-4't a, (5)#5 REHAR EACH WAY G ° > i b i , , t „ i MANUFACTURER FLUSH GIRDER MANUFACTURER FLUSH GIRDER CO N 0 ° 4"CONCRETE SLAB ------------------------ ° ; BASEMENT `V =____ ___= 4 — /4 i G i- — - — - — - — - — - ; - --� - - - — - — - — - — - — - _ _ -_ - ' E " i D D • ' I A 14X4Xi/4 TUBE STEEL I 4 ' ' HOLD DOWN ANCHORS d , p - , d I d' 1 1 1 I I 1^� 17' I I D e 4 e 4 e 4 e 4" 4 p• d ' , ' COLUMN 1 PER MFGR SPECIFICATIONS 'JI e e , „ 1 -•1 4X4X1/ TUBE STEEL ,p I 3ti•b">Z3r5^XT'-T)"'FTG:w/• I , T/'� a PERIMETERD RAIry G 4 O.O.Opt OQ�• °, it I Cf,LUMN 1 1 1 (4)#5 REBAR EACH WAY V 1 O PIPE(TYP. 4"COARSE SAND I lyl u i a'•6 xa'•6Pxr-0"fTO.w/ T E:ST HOLE I I V " ' (5)#5 REBAR EACH WAY D D D• D OR GRAVE I I ( ( I ' iii I O ' I 1 I I I `i °C I __i " Q i SLAB PITCH _ --#5 REBAR 60ksi `� � � � ^ _ � � ^ �p� McDONALD GEOSCIENCE — 24, a v ----_ --- m ' 3 " GARAGE `j i- I q- , ��I 1� - 3/27/2018 -' 1 1 II 1 1 1 1 I— 1 ._p a • D •G D . . p a • D I ---- 014 -4-- ------ •�� = "I a + 15r 5/8'1 �•G 8"CONC.WALLw/ O FLOOR SYSTEM PER MFGR. @ , 16"X8"CONC.FTG., 1 9 SOIL CONDITIONS ASSUME SAND AND GRAVEL __ (2)#5 REBAR BACKFILL WITH CLEAN FILL. ; a ; a 1 i' ,11111� 1zi 1 I � 4X4X1/4 TUBE STEEL 'COLUMN �- ' HOLD DOWN ANCHORS 3'•6`X -6"Xi'-0"FTG.w/ a_ I d 1 I PER MFGR SPECIFICATIONS T, s 111 1 V I . I (4)#5 EBAREACHWAY °. `---------------------------------------------------------------- FOUNDATION WALL DETAIL 0) � ����< � � � 2� ° . p a . D G D . a a a D • . p • D •G D . . . p . p •G D . . p • D •G D I ++ v SCALE 1/2" � V-011 �:;'1 rX4" 5 6 ' D N � FLOOR SYSTEM PER MFG � � I M �, � o , 11111 E I , ^�'� 01 � �+ ,u 11111 8 ACO ' a >HOLC' DOWN ANCHORS N - O O w n1n I n1u 16"OC , bPER FGR SPECIFICATIONS "-'t1T1r-• ----------------------------------- .I CQ cn o 00. 11111 ' ( D .v • . -. DDG .D •v -- "r DD • V v • -r 4 • D •v • -r DDG •O •v • "IF-COIN N z o — .o Q 11111 a; ,-4rw ♦------------�- ---------------- -------- -- O 1L 11 LEDGER BOARD TO BE FASTENDED � TO BUILDING WITH TIMBERLOK@ " v 0 � O , nu1 d QL SELF-COUNTERSINKING SCREWS C0 v 0 , r .� BY OLYMPIC MANUFACTURING I 12"dia.CONC.PIER --- `_ O j II111 N /``1, L%��'� Ln w/2'X2'X1'FTG. „1 aU 1 all to U nn1 Y BELOW GRADE , C�C ..n 11111 st , tV O F •-----+ �-----+ •---- N 1 -L--_----- 42X8 .L1BL�FR _I_ _ I _ _ _ _1 _ _ _ 1 Y �')--__-_ �____ -- -= ---------��2X8ACQLIRDER ==--' == -_=°_==_=_=.(4)=2XSA�Q_GIBDFJt---==-'-cg==-'------------------------ _O- __---- ---__________======1 -- - ------- ® J2. ®/ ® ® �2. 27'-6" 24'-0" w 1 5 ® 11 + 1 ® I I I I 14161 r`v 51'-6" V FASTENER TYPI.. SPACING � / ' 11 � I � I / I / I / No.8 WOOD-SCREW / ' /!J J ' '1 1( 1. 10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". 4. GARAGE SLAB TO BE 4"THICK,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC 1 T BASED ANCHOR WITH i6"a II J I FFFF��11�BB Emil nn.EMBFDMENT ENG H ( ) 1 ( ( ^1 1 pil EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOORS)No.10 WOOD-5CREW5IRESIDENTIAL CODE WITH A BITUMINOUS COATING. FOR DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. BAS2,,EMBEDMEN WITH 1s^oc f #5 VERTICLE REBARTO BE INSTALLED AT WALL @ I6"OC,INTO SLAB AND DOORI/ EMBEDMENTLENGTH I , y; I I I ( y 2. FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. 1/q n.dlA.AGscREw ! I ( APRON. BASED ANCHOR wr M 15"ac I I _ I I I I I I I 'I FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST tin EMBEDMENTLFNGTH FOUNDATION PLANON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 5. PROVIDE 2-2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE 3/q"APAP YW000 INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. 1/2'APA RATED SHEATHING 1 tl Il Il GRADE PLYWOOD I , I , I , J PP i P PP 3. BASEMENT SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. 6. PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, (uTERNATrvrvE-7/]s•o.s.B.> 1 I I 4 SCALE. 1/4 1 -O INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A ® GRAD ARATED SHEATHING 1 I 4 WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO V GRAD PLYWOOD I ' I ® REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. (ALTERNATMVE:]/IB•0.5.8.) AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL x ( I I I 1 JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE 7. C520 WRAP-AROUND SILL PLATES TO BE INSTALLED @16"OC FASTENER TYPE: SPACING' ' I 2K4 DFr2 No.BW000-SCREW 1 MDS / THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL BASEDANaroRWITH 10"oc ® SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO WINDOW SILL 2h.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS I r( ( , f ' I '' ' I ' MORE THAN 16 FEET. BASED ANCHOR WITH 12 OC PANEL SPAN EQUAL OR SMALLER 2h.EMBEDMENT LENGTH I I I THAN 4 FEET 1418.d a.uarREw I I S BASED ANCHOR WITH 36"OC 2h.EMBEDMENT LENGTH - TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 2-20 DFN2 STUDS CONNECTED ,�.B WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.6 WOO-SC WITH B oc THAN 6 FEET ORGALWNI2ED BOLTS W1 WASHERS &AS EMBEDMENT LENGTH C' AND NUTS 02-0"D.C. No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91 O �� tln.EMBEDMENT LENGTH t PANEL SPAN GREATER THAN 6 FEET ,REWgin o �� DRAWN' MH/MS BAS ala.ANCHOR WITH AND EQUAL OR SMALLER BASED ANCHORwITTi 15•oc '� L . THAN B FEET 21n.EMBEDMENTLENGM "tP� •rl 1V SCALE: 1/4"=1'-0" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL -'� --'' JOB#: AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) �� �� ��``��j"�` —Fm ��' Wednesday,May 29,201 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" _f O SHEET NUMBER: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO O COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL F N E� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A-2 REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE I0'WALL:- 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL; 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS FER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER V('IrCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - Ed COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square q washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING (DESIGNED FOR CAT.C) EXPOSURE CATAGORY TOP PLATE specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2. 16d COMMONPER FACE NAIL FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 4.1 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all W ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE 4. 16d COMMONO INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Q Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE F"l a Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2. 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. TYP p STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. QI w HEADER TO 16" O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7" o.c. at panel HEADER :6d COMMON ALONG EDGES NAIL SMOKE &CO2 DETECTORS ® Q W such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3- 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC O FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2- 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA �+ 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER 10ESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4- 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 2 . 8d COMMON rTl 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. ( BOTH FIELDS) p y anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride 3 - 16d COMMON@ @ NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). p p g SILL OR TOP PLATE BLOCK NAIL 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP 3 - 16d COMEACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 O z 8x16 cast iron foundation vent for every 150 sq. ft. of area. MO attached with the above requirements. TO BEAM JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES Q 7). Daimpproof exterior of foundation with bituminous coating as required by current TO BEAMJOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST - PER END ll the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3- i6d COMMON' OMMO JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 'I" 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. H For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood FramingConstruction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd M PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES CD 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD � 5). A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL -+ otherwise. g g JOINT DESCRIPTION M N o Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY, SPACING 4' EDGE ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) m+ v � where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD o 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOIERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 �O o 6). Concrete piers shall be a minimum 6" above grade. p openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall wiidow sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL o °J openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY SPACING o tel' 19 lzt 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 2 5). All flush beams/headers to be installed with heavyduty alvinized hangers and 8d COMw10 g g q Y g g PANELS WFCM - SBC be used. u anchors where applicable to all connecting joists. PLUMBING NOTES =� �' 7/16" OSB 3" O.C. EDGE a, -° 6d COM'AO N (u v 6). Double u floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w p ) p pp Y' g g p G>0.49. For framing members with 0.42<G<, the nailspacings shall be reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 711�� O.C. EDGE g on plans. WALLBOARD 10 O.C . FIELD 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g' g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8 . Dormers running u roof rafters are to be supported b double rafters on either side p q g p p Y Q7Y. SPACING g p pp Y , 2).USE SIMPSON HANGERS AND ANCHORS WITH Z•MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. where applicable unless otherwise noted. STRUCTURAL PANELS 8d COMMO 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 1" OR LESS 12 O.C. FIELD V (5.7 SQ.FT.2ND. FLOOR) HVAC SYSTEM NOTES O 9). Provide blocking bridging in floor joists at 80 o.c.. Use solid blocking in floor joists MIN.44' SILL-AFF � under all bearing walls. as required by current NYS Residential Code-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO Bl REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. H needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NCTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. )• y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are base)on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed CDX exterior sheathing g-ade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. rV Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. �4 j ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. " 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"TESTED BY ALIFTS P OF�SION). CONTRACTOR TO HAVE FILL GENCY OR COMPACTION. 4)flame and openings around products of vents,pipesandducts at ceiling and floor level,to resist the free passage of 2). When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. � to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. E R 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 and R315 of IRC. AWN: MH MS/ torch down type material over. Q DR N SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G - JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP N� R r? Wednesday,May 29,201) AND BASES.USE WITH FLASHING CAPS TO 22339 4` SHEET NUMBER: COVER TOP �O OF NES A-3 oa DO NOT PROCEED WITH. FRAMING UNTIL SURVEY OF4FOUNDATION LOCATION SAS BEEN-APpRgV.ED.�,- PLUMBER C8R TIFICA TI �orgy' APPROVED AS NOTED ON LEAD CONTENT BEFORE CERTIFICATE,0#10CCUPANC DATE: 020 1B.P.4 SOLDER USED IN WATER FEE:= BY: SUPPLY SYSTEM CANNOT NOTIFY BUILDING DEPART AT EXCEED 2/10 OF 91%LEAD, 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED . FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING PLUMBING 3. INSULATION ''„ LI-hLUMBING WASTE 4. FINAL - CONSTRUCTION MUST f ;` 1ATf�t�)NES NEE© BE COMPLETE FOR C.O. I ,u.4. �R , OUERING ALL CONSTRUCTION SHALL MEET THE •y..�� REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARQINGREQUIRED T WN ZBA SOUTHOIo TOWN TRUSTEESLZ Hire separation N.Y.S.DEC required as per NYS Code OCCUPANCY OR All exterior lighting USE IS UNLAWFUL Installed,replaced or repaired shall conform WITHOUT CERTIFICATE to Chapter 172 OF OCCUPANCY of the Town Code Must provide Manuals per J and S as DRAINAGE INSPECTIONS ARE REQUIRED D, P Contact TOS Engineering at 765-1560 before NYS Energy Code Backfill,OR Provide Engineer's Certification that the drainage has been Installed to Cotte. Blower door and ductwork J testing required. 1 - f rffsCQd!f)�G rFST-FCC An Employee 0 ned Company CL Peck Professional Building Systems,Inc. August 20,2018 72 East Market Street Middleburg,Pennsylvania 17842 Re:Professional Building Systems,Inc.,Middleburg,PA NYSDOS Systems Approval No.M013-2016-067 Submittal: 79336 Johns Residence at 1410 Brigantine Drive in Southhold,NY in Suffolk County Dear Mr.Peck, Enclosed please find one(1)electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has completed a review only of the enclosed documents and found them to be within the approved systems documents on file with New York Department of State Codes Division and comply with the Uniform Fire Prevention and Building Code which incorporates the 2015 International Residential Code as modified by New York State,2017 Uniform Code Supplement and 2014 National Electrical Code. The review provided by PFS Corporation is to verify compliance within the approved systems documents only. The Design Professional of Record is responsible for the accuracy and compliance of the attached plans. To the best of our knowledge,these plans have been found to be within compliance with the State of New York Rules and Regulations,Department of State, Title 19 Code Enforcement and Administration,Part 1209 Regulations and eees or Factory Manufacturedpter Division of Buildings. This is a file copy for your records,review and approval. Should you have any question,please feel free to call this office at any time. Sincerely, EDqate: NEW YORK John E.BakerREVIEW pN-Y 8/20/18StaffPlan Reviewer PORATION iohn.baker�a.yfsteco comsbu ,PANortheastRegionalOffice - � 5 John E. Bak ,, ` „s jnnee�xe, Enc: As stated above. Cc: PFS—File copy r Donald Thomas,Jr.,AIA(DOS) : 3 - hIVJW.PFS.iCO.COM _TES _- TEs741 k A. n. r DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 RO$saNA RO$ADO TELEPHONE:(518)474-4073 WWW.DOS.NY.GOV SECRETARY OF STATE July 6,2018 Mr.CL Peck Professional Building Systems 72 E. Market St. Middleburg, PA 17842 RE: NYS Modular Systems Renewal New SYSTEM APPROVAL NUMBER: M013-2016-067(replaces M013-2015-001) Dear Mr. Peck: In reference to your written application for approval received August 17,2016,to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses)System of Models designated M013-2016-067 is hereby approved to allow such construction in compliance with the NYS 2016 Uniform Cade(2015 IRC&2017 UCS-NYS).This approval is authorized under Title 19 NYCRR Part 1209 and will remain In effect until July 6,2020 unless sooner revoked,and is subject to renewal at that time.The conditions of this Systems Approval also include the following: Construction Classification: Type VA or VB Maximum Ground Snow Load: 120 PSF Seismic Design Category: A.B,and C Townhouses shall be designed to Seismic C or DO (Per 2015 IRC Section 8301.2.2) Basic Wind Speed: 115 mph to<140 mph Vult Wind speed>140 mph will require engineered design and shall be submitted to the Division for review and approval. Exposure Category: Exp C(standard)Exp D(optional) Climate Zone: 4,5,and 6 Additional Conditions: See the System Cover Sheet for notes on Windbome Debris Regions 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location,dwelling type,production serial number,and approval number. 2. The Division will periodically request permit plan sets be submitted for individual review. Any defai rides that are found will be reported,to the Manufacturer and corrective actions shall be immediately undertaken: Every sheet of each permit-plan,set-submitted shall be signed and sealed by a licensed design`professional registered to practice -in-New York.State. ffhe'design,professional must also provide a statement'on:thecover-sheef-of th'e.:permk plan-- set that certifies"•the plans have been developed from the original systems set of,plans and specifications. Additionally,the certifying design professional shall not be in anyway affiliated or associatedwith the manufacturer's third party quality assurance agency. The following statement may be used to,provide this certification; The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on July 9, 2018 under Systems number M013-2016-067;.," bodo RP RTUNIiYy Illi v7t J Page 1 of 3IU r U `' Yj The approval identified above is limited to all construction that takes place in the factory.Site related work including installation and connection of the building and/or components,foundations, mechanical connections,stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2015 IRC and the NYS 2017 UCS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2015 IRC and the NYS 2017 UCS and the design methodology associated with the ASCE 7-10 design standard. Individual permit plan sets shall provide as a minimum the following information: Cover Sheet which provides information on: • The homeowner/project name,project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed,live loads,dead loads,flood hazard,etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2015 International Residential Code and the 2016 Energy Conservation Construction Code Supplement of New York State • The Occupancy Classiflcation,Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade,and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally,you must verify the location of the building on the lot according to the 2015 IRC Section 8302 "Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table 8302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table 8302.6"Dwelling-Garage Separation". Foundation Plan (informafional only)showing. • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model,all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt location and spacing,specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" - • Square footage area of rooms • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.1 and length requirements based on Table R602.10.5,including the requirements specified in Section R602.11 for Seismic Design Categories"D0,D1 &D2" • Location/typ®of fire rated wall assemblies • Header and beam sizes • -Attic access-locations - • Locations of cathedr=al or vaulted ceilings • Applicable project specific notes F Building Cross Sections showing: • Identification of structural members and roof system • Materials used in roof and wall assemblies • Insulation locations and types,sizes and"R"values • Field completed insulation assemblies i • Building integration details(module connections) , Page 2 of 3 • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections(uplift, lateral, etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights Finished-grade line.with distance to 1 s'finished floor to show need for r compliance with R313.5 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types,ventilation and egress area, U values • Statement concerning code required field completed items(stairs,landings,decks,handrails,lighting,etc.) Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCi outlet locations and arc fault protection provided • Junction,box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel,Lighting and outlet locations • Applicable project specific notes Mechanical/Plurnbing Plans showing: • Drain,waste and venting layout Including all pipe sizes(specific to permit set) • Potable water supply piping(specific to permit set) • Type and'location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations(if HVAC is provided by manufacturer) MiscellaneousRians and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions Completed°Notice of Utilization of Truss Type Construction"form.(Tide 19 NYCRR Part 1265) • Summary of references to.'system for selection of structural members • REScheck energy compliance reports(specific to permit set) • Window and Door Schedules providing manufacturers'information It should be noted that each page of drawings and calculations shall be signed, sealed,and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the New York State 2016 Uniform Cade(2015.IRC&2017 UCS-NYS). A copy of this letter shall accompany all plans and specifications submitted as part of a psrrnit application to the local Jurisdiction.' Prior to shipment from the factoryeach Manufactured home,model,and component shall have securely attached thereto a NYS In"signia as stipulated in Part 12'09 of 1'itte'19 NYCRR,paragraph 1209.5.The Insignia=of Approval Order form is' available at:.hftp.//vuww.dos:riy.riov7DGEA/ Insi niaofAnarovaIOiiderFormDOS 1M: at', Please Note:Use the System Apprrival;Number(at the top of this letter)when ordering Ir�slgnta. Sincerely, -. c.r1 _ :+ _ _•.w _. . ._v. .. ... •: tri John R.'Addaiio, PE-Director Division of Code Enforcement and Administration �> Enclosures:One,(1)stamped set of pdf plans and talcs cc: Harold Raup,PFS Corporation, 1115 Old Berwick Rd, Bloomsburg,PA 17815 Page 3 of 3 REScheck Software Version 4.6.5 Compliance Certificate Project ON-79336 OF Nej�rY Energy Code: 2015 IECC , ' ��,04`$� 17, Location: Southold, New York `' Construction Type: Single-family Q Project Type: New Construction Conditioned Floor Area: 2,556 ft2 frt Glazing Area 11% Climate zone: 4 (5572 HDD)" D805Z � Permit Date: AAFESSINA�' Permit Number. " Construction Site: Owner/Agent: Designer/Contractor: EAST MARION,NY 11939 JOHNS PROFESSIONAL BUILDING SYSTEMS PINPOINT CONSTRUCTION CORP. 72 EAST MARKT STREET 7 SUSSEX LANE MIDDLEBURG.PA 17842 LAK GROVE,NY 11755 570-837-1424 (631)627-3952 .• . Compliance: 9.1%n Better Than Cede Maximum UA: 372 Your UA: 338 Maximum SHGC: 0.40 Your SHGC: 0.25 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. Enveloae Assemblies Gros�Area Assembly 01' 1 Cavity Cont. U-Factor �UA Ceiling 1 (BEHIND KNEE WALLS UNITS"C"/"D"):Raised or Energy Truss 393 ' ` 38.0 19.0 0;017 7 Ceiling 2 (COMPRESSED UNITS"C"/"DI:Flat Ceiling or Scissor Truss 597 32.0 0.0 0.034 20 Ceiling 5(SLOP CEILING UNITS"E"/"F"): Cathedral Ceiling 162 21.0 0.0 0.048 8 Ceiling 6(ABOVE COLLAR TIES"E"/"F"):Raised or Energy Truss 231 38.0 . 19.0 0.017 4 'Wali 1,(IOVEE;WALLS UNITS"Ell%"F")r io6&0rame, 16"o.c. 204 13 0^= 0.0 0.082 17 Wali 2 (GABLE-END/DORMER"E" F"/." );,Wood"Frame,16"o.c. 231 '21^0_4T_ 0.0 0.057 11 Window 1:Vinyl(Fiberglass Frame:Double Pane with Law-E 30 0.290 9 SHGC:0.25 Wall 3 (EXTERIOR WALLS MAIN HOUSE):Wood Frame,16"o.c. 2,286 21.0 0.0 0.057 111 Window-2:Vinyl/Fiberglass Frame:Doubie Pane with Low E 240 0.290 70 SHGC:0.25 ..., or 1:Solid . .22_..... _.._.�._ ..._,_- - -• - 0.140 3.... ... -. Door 2: Solid 19 0:210 4 Door 3: Solid 22 0.270 6 Door 4:Glass 40 0.280 11 SHGC:0.25 Floor 1:All-Wood Joist/rruss:Over Unconditioned Space 990 19.0 0.0 0.047 47 Floor 2 UNITS"E"&"F":All-Wood)oistfrruss:Over Unconditioned Space 338 32.0 0.0 0.031 10 Project Title: ON-79336 Report date: , 08/20/18 Data filename: M:\70000\79336.rck Page 1 of 10 ,r Compliance Statement: The proposed building design described here is consistent with the building plans,speciflcations,and other calculations submitted with the permit application.The proposed building has been de . ed t0 meet t e 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in th E cheek Inspe Checklist. PROFESSIONAL BUILDING SYSTEMS8/2 0/18 Name-Title C. — Date Project Title: ON-79336 Report date: 08/20/18 Data filename: M:\70000\79336.rck Page 2 of 10 RESch,eck Software Version 4.6.5 Inspection Checklist. LYJ Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the RESi:heck 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. 1�'Se[t/on`M.Vim, s. r rr, ;• r#." u ,a*" * : �a` fi''^ :d`_ .a�f�r' �x d' ��, rkY'`:L z',+ ::£:•;e r,x�E,. 4, W a'-< °'^ yet "e,:::='�`"xra,r 5�:''%„ "r,`�.`,.�nE ;�4 1; •r��' s,,r n��� ':`. - r.- �, a u.�z s,. � tr`•�.:'.>�<: ,,. „�•�„P�ans�Verrfieii`" e,°°inspectIonlPl n Review:, .°,y . ri- ; ,• , .: , , t?ipl a . '- inmen.t.urr�ttas.relA�';i sYirsu�:Svanm�isp. m�t^"l-os+ns.c4 103.1, 1Construction drawings and 'fx` = ;k,.`,.r .,js y =-`'- `' 4 "` ':4 ❑Complies 103.2 documentation'demonstrate ••�;���. ;'�,, _w �;���°,�,��.;��- � ❑Does Not I [PRM energy code complianceforthe ( building envelope.Thermal '; ;a," '`'$ ❑ Ot ObSeNable I !envelope represented on , �` z: �ufi °° . ' ,� �'° ❑Not Applicable construction documents. 6 a `�.` ! 103.1, ;Construction drawings and ,' �' ,_� _ _ ;. ❑Complies 103.21 !documentation demonstrate ❑Does Not ! 403.7 !energy code compliance for ❑Not observable ! [PR3]1 !lighting and mechanical systems. !systems serving multiple ❑Not Applicable !dwelling units must demonstrate !compliance with the IECC !Commercial Provisions. 302,,-, -" Heating and cooling equipment is 1 Heating: Heating: I❑Complies 403:7: °"-.; sized per ACCA`Manual s based 1 Btu/hr 1 Btu/hr I❑Does Not -on loads calculatedper ACOA Cooling: 1 Cooling: 1❑Not observable Manual or other methods ❑Not Applicable 1 I Btu/hr I Btu/hr • approved by the code official. i pp - ri; Additional Comments/Assumptions: -1-High Impact,(Tier 1) :Medium Impact(Tier 2)- !��,Cow lmpact(Tier 3) Project Title: ON779336Report date: 08/20/18 Data filename: M:\i6000179336.rck Page 3 of 10 l O Section '# _ .: - Foundation'Inspectidii " Complies? '"I{ =` Cori9ments/Assumptibns-�.__ - °303:2 I---: A protective covering is installed to ;❑Complies [F011,J2- -protect exposed exterior insulation ❑goes Not and extends a minimum of 6 in.below ' art ❑Not Observable ;_,grade. ❑Not Applicable snow-and ice-melting system controls;❑Complies [FO12.]?-'' )installed. l❑Does Not ��� °❑Not Observable'�� a j-_q ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) rr Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: ON-79336 Report date: 08/20/18 Data filename: M:170000179336.rck Page 4 of 10 402.1.1, 'Door U-factor. U- ` U- '❑Complies !See the Envelope Assemblies 402.3.4 ❑Does Not 'table for values. [FRI]' ! ❑Not Observable ❑Not Applicable ; 402.1.1, ;Glazing U-factor(area-weighted I U- ! U- '❑Complies !See the Envelope Assemblies 402.3.1, 'average). j ;❑Does Not !table for values. 402.3.3, 402.5 ; !❑Not Observable ! [FR2]1 ;❑Not Applicable � , ! ! 303.1.3 U-factorsoffenestration products 'r„” `�� ; . '.� "_ 3 `t� - � ',`=' ,.�s❑Complies [FR4]1 !are determined in accordance ❑Does Not i !with the NFRC testprocedure or ;taken from the default table. '. t� we roti{ ❑Not Observable ❑Not Applicable + 402.4.1.1 ;Air barrier and thermal barrier §]Does , Complies [FR23]i !installed permanufacturer's aNot i !instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built - =_s ❑Complies [FR20]1 !is listed and labeled as meeting ,;, ` =_ -� `�` �' ❑Does Not i !AAMA/WDMA/CSA 101/i.S.2/A440 �'" !or has infiltration rates per NFRC :,,T ❑Not Observable ! 1400 that do not exceed code ` o-, ❑Not Applicable ; !limits. b2:4. ,w°_ IC-rated recessed fighting fixtures ❑Complies ! CF 1'6)?. °sealed at housingrntenor finish ' :'a�= �� :+ r' L., ,`,:°'❑Does Not ! >>� and labeled to-indicate s2.0 cfm r�- �" `- ` r� leakage at 75 Pa. '" ;n",,� -, t`� ',;,pu.' ,�,' ,','.; ❑Not Observable .� _ ;����: t ,.`ON Applicable ! 403.3.1 (Supply and return ducts in attics :°;�.s �' _ , "° _ ."�� ❑Complies ! [FR12]1 !insulated>=R-8 where duct isy` ❑Does Not ! !>=3 inches in diameter and>_ '�`� -z ! !R-6 where< 3 inches.Supply and s ` .�� -]Not Observable ! fretum tlucts in otherportions of - ''��<`, ❑Not Applicable ;the building insulated>= R-6 for !diameter>=3 inches and R-4.2 '" _"'�' ;for<3 inches in diameter. x ' Build as cavities are not used as �'m{= ti ' ' „ � `', :x��� ❑Complies [FRi 1-U.,° ducts or plenums. ��;� ❑Does Not ! + '`:ra"x , ❑NOtObservable ' .y =y ;- ' � ;.;, _� �-3> a,:f°;`�❑Not Applicable 40 HVAC HVAC piping conveying fluids ! R- � ; R� ;❑Complies ! above 105 QF or chilled fluids ❑Does Not; ; � ; ; below 55 9F are insulated to;-:RT 3 ! ,� ❑Not Observable + +- � - �r_. -..m !❑NotApplicable 4034.1 !Protection of insulation on HVAC ""= ;. �`<' ��� ]Complies,, IFR24I1 i in - �..�.�*�,{� - •� '-�.Q„�” _,;k�:Y._��,. _ !piping. .' � ' � �` OD' oes Not ❑Not Observable ❑Not Applicable 03s`Sj'35 m Hot water pipes are insulated to ; 5R= ; 'R- ;❑Complies ; T0R18] ,ss' aR-3. ;❑Does Not` ; _. ._ mjW, ;❑NotApplicatile 403`6' a. Automatic or gravity dampers r = -,<b . =, : ,s ,,a a tT; �, k� ._ n � e s a e ��� , . ar;� .sem, , ; °+wu . ❑Gompli®s installed on all outdoor air " f'" '''" '` ! °-' �a�`°���r ❑[)oes Note mer�.�.�"^7;x,"; •,�m`t°`' ye 3`"..�, -",4','S=,, �^`.� + intakesandexhausts. {�.'=r •�''� "�� =" ��° � El Observable ! °.9•`tx+ r' +.y. x . .r. ,.,."• i 6c '; ._.� , VIN 2A'T'"3"� '„jP,n+a'w 4�n^.`n k' �1, Fyfi;`o.','.., t°�' �� . - i ;:`;`,� ,” ❑NotApplicdble ! I High Impact(Tier i) 1y Medium Impact(Tier 2) ,3 Low impact(Tier 3) Project Title:-ON-79336 ' ' Report date: 08/20/18 Data filename: M:\70000\79336.rck Page 5 of 10 Additional Comments/Assumptions: 1 I High impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: ON-79336 Report date: 08/20/18 Data filename: M:\70000\79336.rck Page 6 of 10 -Fidd-Verifie-d —�7&,—nis/As�suiqp #7 -?-,=-�Ins-uIatiio-nJns 4� md S _tions -&-R A eil M 3 3.L All installed insulation is labeled "` E]Complies 866or the installed R-values;fff-z-1,provided. 0Does Not -- -i —EINot Observable ----� E]Not Applicable 402.1.1, :Floor insulation R-value. R- R- TIComplies !See the Envelope Assemblies 402.2.6 E] Wood ❑ Wood PDoes Not !table for values. [INI]li E] Steel Steel 1EINot Observable 1EINot Applicable 1 303.2, Floor insulation installed per 1EIComplies 402.2.7 !manufacturer's instructions and in substantial contact with the [IN21 1EIDoes Not !underside of the subfloor,or floor EINot Observable !framing cavity insulation ❑is in EINot Applicable I ,contact with the top side of ;sheathing,or continuous 5 insulation is installed on the - !underside of floor framing and !extends from the bottom to the !top of all perimeter floor frami n 9 :members. 402.1.1, ;Wall insulation R-value.If this is a 'R- 1 R- 1EIComplies I See the Envelope Assemblies -V�7ood 1 1 402.2.5, !rnass wall with at least 1/2 of the 'El Wood E] 1EIDoes Not Mable for values. 402.2.6 !wall insulation on the wall . [IN3]1 1 El mass El mass exterior,the exterior l6sulatidn I 1,E]Not Observable it 0) 1 E] Steel 1 E] Steel 1EINot Applicable 1 !requirement applies(FRI 303.2 !Wall Insulation is Installed per 13compli6s [IN4]1 !manufacturer's instructions. -,IDDoes Not- EINot Observable EINotApplicable Additional Comments/AssuMptionsv I High Impact(Tier 1) [2dMedlum Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-79336 Re-port date: 08/20/18 Data filename: M:\70000179336.rck Page 7 of 10 section :1 Plans.V.drified --.Field Verified:.' s?"7 I a on! f+ ".Valiie.r =-" Value: 7_z_,C :&'114�AM ------- 402.1.1, !Ceiling insulation R-value. i R- R- tElComplies See the Envelope Assemblies table for values. �[]Does Not 402.2.1, ❑ Wood El Wood 402.2.2, ❑ Steel E] Steel 1E]Not Observable 402.2.6 !E]Not Applicable [Fill' 303.1.1.1. !Ceiling insulation installed per ElComplies 303.2 !manufacturer's instructions. 44 Wy DDoes Not (F1211 !Blown insulation marked every E] ,,] Not Observable 300 ftp. E]Not Applicable Vented attics with air permeable Elcornplles Insulation include baffle adjacent E]Does Not and eave vents that to soffit E]Not Observable I extends over insulation. E]Not Applicable 402.2.4 !Attic access hatch and door R- 1 R- 1,E]Complies [FI311 !insulation—>R-value of the PDoes Not ! ot adjacent assembly. 1E]NObservable 1EINot Applicable 1 402.4.1.2 1 Blower door test @ 50 Pa. <=5 1 ACH 50= 1 ACH 50= ;,E]Complies [FI1711 lath in Climate Zones 1-2,and PDoes Not <=3 ach in Climate Zones 3-8. 1,E]Not Observable 1EINot Applicable 1 403.3.4 :Duct tightness test result of<=4 1 cfm/100 cfm/100 ;,[]Complies [F1411 1 cfm/100 fl:2 across the system or 1 TtI Tt2_2 CDoes Not <=3 cfm/100 fl:2 without i air i bNot Observable :,handier @ 25 Pa.For rough-in 1ElNot Applicable I :tests,verification may need to :.occur during Framing Inspection. 403.3.3 iDucts are pressure tested to i cfm/100 i cfm/100 I 1EIComplies [1712711 !determine air leakage with 1 T2 1 ft2 1,E]Does Not !either:Rough-in test:Total I I1ElNot Observable !leakage measured with a I :E]Not Applicable i pressure differential of 0.1 inch 1w.g.across the system Including !the manufacturer's air handier i :enclosure if installed at time of 1 !test.Postconstruction test:Total 1,leakage measured with a i !pressure differential of 0.1 inch 1 M.g.across the entire system ;Including the manufacturers air 1 1 handier enclosure. 403.3.2.1 Air handier leakage designated ElComplies [R2411 by manufacturer at<=2%of E]Does Not design airflow. E]Not Observable ElNotAppllcable 403,iA,`,A Programmable thermostats OComplies 109, E]Does Not Installed for control of primary "L-"" heating and cooling systems and `, E]Not Observable 1 initially set by manufacturer to code specifications. ElNot Applicable -'I 403.112z*,'•l Heat pump thermostat Installed []Complies W110 on heat pumps. El Does Not Not Observable E]Not Applicable 40'.5 Circulating service hot water JE1 Complies -7-o J [Fil,l]- systems have automatic or ' E]Does Not accessible manual controls. J]Not Observable 1 ONot Applicable I I High impact(Tier 1) 2 Medium Impact(Tier 2) Low impact(Tier 3) Project Title: ON-79336 Report date: 08/20/18 Data filename: M:170000179336.rck Page 8 of 10 �S�C�IQRK -.=r^.so=^'-"— >'=,�.�.�+--.��rsc+."srti H`,,—,.�--,�`��_x d � _ _._. •*"r^.+`---K r`;`=..$�'�?.r'.�'-=., ,, ._. .- + r, ;� kww; ``FinaGinspe2tionr�oVibiiis �` % .�,C m tie5� " 'Coiriittettts Assutnlit'ittn' _! sJ 403�fs l All mechanical ventilation s stem � �f pCornplieS, I [ ��. -tea o es d sed �¢.--._ ..�,-,.�..��-��M- ,. �W��❑ oes N t and air flow limits. TMYpNot•Observablent— ; '` `pNotApplicable Q3 2 <Hot water boilers su I in heat ' PPY 9 :r- � r�ryG ❑Complies fFj26]? a -through one-or two-pipe heatin Does Not 9 y °,w ;rte p a systems have outdoor setbackuhR= y * , ' ` pNot Observable , ' I control to lower boiler`water ; able < ONotA Iicabi temperature based on-outdoor PP e +ra° temperature. 4-�4 Heated water ci rculationsystems pComplles 1 [171281?: shave a circulation pump.The , ��. :" = <ai=m : -Tv.. ,7, ❑Does Not system return pipe is a dedicated '�.,:r� , � retum pipe or a cold water supply � � .`; k,� +`�: 'x� , �`���`' ❑Not Observable s ❑N ti rr,:. ot licable I ;R « r�gpipe. Gravity and thermos- .. N '* V.; APA ° .syphon circulation systems are �'- not present.Controls for ' circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls autoriiatically turn off the pump �� _' = when water is in circulation loop '� 1-0 Is at set-point temperature and n0 demandfor hotwaterexists. � °` '..%°',;,: `f,"` `' 404:,5 1.2 t Electric heat trace systems `;'"- � ❑C mpli f F129f,-" comply with IEEE 515.1 or UL r , :-f »a, p o es ' .,, ;z � r,' F Does Not I 515.Controls automatically adjust the energy input to the "a.'' - ` ': ,4. ' ONot Observable I heat tracing to maintain the °` , w '_ ' ' �' ❑Not Applicable �? - desired water temperature in the "� "z 1 pi, ing �`,w;, r. „ rw 4403:5z< Water distribution systems that `, � _� _ 3' ❑Complies 1 f.13: `�`; have recirculation pumps that ° _ �' ' pDves Not I pump water_from a heated water -x _" suRPIY pipe back to theheated <�,�` ' `r 'v °❑Not Observable 1 - �`�water source through a cold �� ' l �6-- ❑NotAppiicable water supply pipe have a � ' �� ' 1 demand recirculation water ` yE, fi 1 system.Pumps have controls that manage Operation of the �" _ ,c '' ,� • "� '� pump and Ilmitthe temperature of the water entering the cold �' = a-•< _ t �" I water piping to 10412F. 403:5.`4t.'�; Drain water heat recoveryunits ❑Complies I E13j�- tested in accordance with CSA � ' ° �� `""� ❑ �ti',�� ��� , :� �, ;� �, Does Not I 855.1.Potable water-side '' o Obsery pressure loss of drain water heat �� `x���r� ,� , ;�- �' � �` o-•❑Not able I recovery units c 3 psi for `:,r"r. Not Applicable ;:`: , • ; ,, rY P w 4 individual units connected to,oneR or two showers.Potable water- xr,,, u •.-side pressure loss of drain water heat recovery units<2 psi for , Individual units connected to "6 three Or more showers. 404.1 175%of lamps in permanent _"; ;kn.,_ h; '',-' t v%4 - `° ❑Complies 1 [FI611 !fixtures or 75%of permanent ',. t,y r ',=`-,r � z.>"= r �'- .., r+:❑goes Not - �- _._... 1.,fixtures-have`high•efficacy'lamps.``g , n„rteFj Y^Y '4;'"` Does not apply to low voltage ❑Not Observable 1 lighting. 'rRa'A,F. A =.- : .` a < M1"L tY"a pNotApplicable I _< E �;. 464'.1 1 = Fuel gas fighting systems have ��, �' ' `" '-° '"' F: `` �, Complies ., . � ,z,.. �s = ❑ [6t 313;,C;, no continuous ilotli ht, n', �`���. .�.;.• ,,,. � -_"- ,. i �� A 9 �_ `�,- ,�,°•'; �� ° �,- ` ❑Does Not I �� �r��•� '��•��.,x,°^,�., �.-.�`s "'nes;•,�:,. , z - ru z;•".3 xr., �� r „max,:tk°�°' pNot Observable I yF Y^a4` ,f Ybyr;,:.�,,4,�,�,� N"-a.,xfrr •4r.rye._, `, . El Not Applicable I 1 High Impact(Tier 1) za Medium Impact(Tier 2) 3�Low Impact(Tier 3) Project Title: ON-79336 Report,date: 08/20/18 Data filename: M:\70000179336.rck Page 9 bf10 Section I V -)_Plans,Verified,,, Field:Verified< - jrrFinalProv lnspectiori is' Value. ion`s: x. �/alue Cotipt'ras?= Comments"/Assui»ptions :YY..._ X01 3 Compliance certificate posted. � i. � ❑Complies ❑Does Not ❑Not Observable , ❑Not Applicable pµfy`; ,Manufacturer manuals for ❑Complies�'�'�" � � '�`" -- �_ _-- - [Fl 18]3 msµ,p tx y ,k,.t, A _:'❑ mechanical and water heating Does Not systems have been provided. jij ~f -;r.� ;_- t w `~µfm ❑Not Observable `y ❑N tApplicable o Additional Comments/Assumptions: Z I High Impact(Tier 1) Medium Impact(Tier 2) x Low Impact(Tier 3) Project Title: ON-79336 Report date: 08/20/18 Data filename: M:\70000\79336.rck Page 10 of 10 2015 IECC Energy -- Efficiency/ Certificate Insulation Rating A-Valu Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/Roof 32.00 Ductwork(unconditioned spaces): Glass& ®.. HGC Window 0.29 0.25 Door 0.28 0.25 Heating , Cooling, 'Heating'System:' Cooling System: Water Heater: Name:' bate• Comments 0 LOAD CALCULATION (TABLE 220-30 NEC) ON-79336 WATTS OR VOLT AMPS TOTAL OF NE AIR CONDITIONING (100%) 0 0.65 0 GENERAL ELCTRIC SPACE HEATING 0 0.65 0 * �� ��� fl LESS THAN FOUR SEPERATLY CONTROLED 0 0.65 0 n w ELECTRIC SPACE HEATERS m l C? FOUR OR MORE SEPERATLY CONTROLLED 0 0.65 0 A 080526 �lG� ELECTRIC SPACE HEATERS 0 Rp��Sslo USE THE LARGE OF THE AIR CONDITIONING LOAD OR THE DIVERSEFIED DEMAND OF THE HEATING LOAD WATTS OR CIRCUIT WIRE OTHER LOADS: VOLTAMPS AMPACITY GAUGE AREA GENERAL LIGHTING (AREAx3) 2768 3 8304 20/15 12/14 SMALLAPPLIANCES CIRCUITS 3 1500 4500 20 12 LAUNDRY 0 3000 20 12 FURNACE 3000 30 10 DRYER 5000 30 10 WATER HEATER 4500 25 10 RANGE 1500 20 12 DISHWASHER I 1200 15 14 GARBAGE DISPOSAL 0 20 12 BATH#1 1500 20 12 BATH#2 1500 20 12 BATH#3 1500 20 12 BATH#4 0 20 12 BATH#5 0 20 12 ELEVATOR 0 30 10 SUBTOTAL 35504 FIRST 10KW OF OTHER LOADS @ 100% 10000 REMAINDER MULTIPUER REMAINDER OF OTHER LOADS @ 40% 25504 0.4 10202 TOTAL CALCULATED LOAD 20202 TOTAL LOAD MULTIPLIER REQUIRED SERVICE SIZE 20201.6 240 84 AMPS INSTALLED PANEL SIZE 200 AMPS PG. 11 TRUSS CALCULATIONS PROFESSIONAL BUILDING SYSTEMS 1.3 14 1 23 '1s'—nt8" 1 5 - 10` r20: 21, 1 5_94 19 19 GROUND SNOW LOAD: 20 psf 30 psf 40 psf TC DL: 10 Psf "BALANCED SNOW LOAD: 20A 23.1 30.8 psf SC DL: 10 pat TRUSS NO.:TRO-27.6 UNBALANCED SNOW LOAD: WA N/A N/A psf BC LL: 10 psf WHERE h<42" JOB NO,: 150137 OPPOSITE SIDE UNB.SNOW LOAD: NIA NIA NIA psf BC LL: 20 psf WHERE h=42" PITCH:9M 2 UNBALANCED SNOW LOAD LENGTH: NIA N/A NIA R BC LL: 20 psf BETWEEN KNEEWALLS SPAN:27-8" APPLIED MWFRS UPLIFT: 22.58 psf WINDWARD AT 90/117 mph TRUSS CENTERS: FOR 20 psf GROUND SNOW: 10 In O.C. 12.83 psf LEEWARD AT 901117 mph FOR 30 psf GROUND SNOW: 16 In O.C. 27.59 psf WINDWARD AT 120/155 mph FOR 40 psf GROUND SNOW: 16 In O.C. 19.34 psf LEEWARD AT 120/155 mph FOR 901117 mph WIND: 18 is O.C. APPLIED C&C UPLIFT: 24.33 psf AT901117 mph FOR 120/155 mph WIND- 16 in O.C. 42.70 psf AT 120 1 155 mph MEMBER INFORMATION: '5 psf RAIN ON SNOW SURCHARGE APPLIED SIZE& MAXIMUMSUPPORTREACTIONSObs1 MWFRS UPLIFT C&C UPLIFT MEMBER SPECIES DL+LL+ OL+LL+ -DL+LL+ 0.6 DL+ 0.8 DL+ 0.8 DL+ 0.8 DL+ i-8 2x 8 SPF#2 DEAD 20 psf 30 psf 40 psf 901117 mph 120/155 mph 90 1117 mph 120 1155 mph 9-12&15-18 2 x 8 SPF#2 LOAD GSL GSL GSL UPLIFT UPLIFT UPLIFT UPLIFT 13&14 1 2 x 4 SPF#2 EXTERIOR WALL 425 922 988 1135 $71 88 -185 518 19-22 ' 2,x 4 SPF#2 MATING WALL 147 369 369 369 0 0 0 0 23 2x6SPF#2 NTERACTION& NOTES:1.MATING WALL.REACTIONS ARE TOTAL FOR BOTH SIDES. MAXIMUM IDEFLECTIONMAXIMUM 2.WIND PER ASCE 7-10,117&155 mph(VUII)Q 9D 8 120 mph(Vas(4,EXP.C. MAXIMUM DEFLECTION 3.SNOW PER ASCE 7-1,0,20,30&40 psf GSL,Ct=1.1,Ce=1.0 CSI DRIFTING LENGTH IS,LATERAL DISTANCE FROM RIDGE. BOTTOM CHORD 0393 0.175 979 4,COMPONENT DESIGN IS BASED ON C&C PRESSURES TOP CHORD 0.484 022 973 TRUSS UPLIFTCONNECTIONS ARE BASED ON MWFRS PRESSURES. WEB 0.084 0.00 ••"•• 5.MEM13ER23 IS LATERALLY BRACED AT MID POINTS. "USE 2X WITH(2)1 ed NAILS EACH END TO LATERALLY ATTACH THE COLLAR TIE 9ARLOW ENGINEERING,P.C. R.tZ07T17068617'R9.27.8.7de 6412 SDC FORKS RD"SURE 203.B RALEIGH,NC 27515 TRUSS CALCULATIONS PROFESSIONAL BUILDING SYSTEMS 5'-9 B 13 1� 23 ::� 12 15 ,2-1y' 91 tb 10 20 21 117 9 19 1 3 4 5 6 �Q�8 Ir 3Y-6" GROUND SNOW LOAD: 20 psf 30 psf 40 psf TC DL: 10 psf BALANCED SNOW LOAD: 16.84 17.76 23.69 pSt BC DL: 10 psf TRUSS NO.:TR12-27.6 UNBALANCED SNOW LOAD: NIA N/A NIA psf BC LL: 10 psf WHERE h<42" JOB NO,:150137 OPPOSITE SIDE UNS.SNOW LOAD: N/A NIA NIA psf BC LL: 20 PSI WHERE h 4 42" PITCH:12/12 UNBALANCED SNOW LOAD LENGTH: N/A NIA N/A ft BC LL: 40 psf BETWEEN KNEEWALLS SPAN:27-6" APPLIED MWFRS UPLIFT: 22.82 psf WINDWARD AT 90/117 mph TRUSS CENTERS: FOR 20 psf GROUND SNOW: 16 In O.C. 12.96 psf LEEWARD AT 90/117 mph FOR 30 psf-GROUND SNOW: 16 In O.C. 27.87 pstWINDWARD AT 1201155 mph FOR 40 psf GROUND SNOW: 16 In O.C. 19.54 psf LEEWARD AT 1201 155 mph FOR 901117 mph WMD: 16 In O.C. APPLIED C&C UPLIFT: 24.58 psf AT 901117 mph FOR 120/155 mph WIND: 16 in O.C. 43.14 psf AT 1201155 mph 20 psf MINIMUM USED MEMBERNF RM ON• SIZE& MAXIMUM SUPPORT REACTIONS(lbs): MWFRS UPLIFT C&C UPLIFT MEMBER SPECIES DL+LL+ DL+LL+ DL+LL+ O.6DL+ 0.6DL+ 0.6DL4 0.6 DL+ 1-8 2 x 8 SPF 92 DEAD 20 psf 30 psf 40 psf 901 117 mph 1201155 mph 901117 mph 120/155 mph 9-12&15-18 2 x 6 SPF#2 LOAD GSL GSL GSL UPLIFT UPLIFT UPLIFT UPLIFT 13&14 2 x 4 SPF#2 EXTERIOR WALL 446 1068 1068 1140 -50 -154 -169 -500 19-22 2 x 4 SPF#2 MATING WALL 151 605 605 605 0 0 0 0 23 2 x 6 SPF#2 AXI CTEdN 8 DEFLECTION: NOTES:1.MATING WALL REACTIONS ARE TOTAL FOR BOTH SIDES. MAXIMUM 2.WIND PER ASCE 7-10,117&155 mph(Vult)=90&120 mph(Vesd),EXP.C. MAXIMUM DEFLECTION 3.SNOW PER ASCE 7-10,20,30&40 pst GSL,Ct-1.1.Ce-1.0 1 CSI (En) I/ DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. BOTTOM CHORD OA95 0224 757 4.COMPONENT DESIGN IS BASED ON C&C PRESSURES TOP CHORDI 0.893 1 0.327 734 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. WEBI 0.108 0.00 1 — �/�ees Hare a2snr BARLOW ENOINEERN<L P.0 Pis c>utPaRartoN 8512 SIX FORKS RD.,SU TTE 203a 12D15U50137t2015TRUSSSSf2Q30+t01FOL6C0GiTR12.278 _ RALEI(it1,NC Z/615 SECTION 61 FC 68 'h• Project.79336 a�a� (072 Gregory Oyster Location:BEDROOM#1 WINDOW HDR Professional Building Systems Multi-Loaded Multi-S an Beam p East Market Street or [2015 International Building Code(2015 NDS)] Middleburg,PA 17842 (3)1.5 IN x 7.25 IN x 3.333 FT StruCalc Version 10.0.1.6 8!10/2018 10.52:46 AM #2-Spruce-Pine-Fir-Dry Use Section Adequate By: 125A% Controlling Factor:Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN U2855 Dead Load 0.00 In Total Load 0.01 IN U2838 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1051 Ib 1052 Ib Dead Load 10 Ib 10 Ib Total Load 1061 Ib 1062 Ib 'Bearing Length . 0.55 in 0.56 in •;BEAM DATA Center Span`Length 3.33 'ft Unbriced Length-Top 0 ft 3893 ft Unbraced Length-Bottom 3.33 ft Live Load Duration Factor 1.00 'Notch,Depth - 0.00 UNIFORM-LOADS, Center= MATERIAL PROPERTIES Uniform Live Load 0 pff ?#2-Spruce-Pine-Fir Uniform Dead Load 0 pff Base Values Adlusted Beam Self Weight 6 pff Bending Stress: Fb= 875 psi Fb'= 1208 r psi Total,Uniforrn.Load 6 plf Cd--1.06 CF=1.20 Cr=1.15 POINT LOADS-CENTER SPAN Shear Stress: Fv= 135 psi Fv'= 135 psi - Load Number Ofia Cd=1.00 " Live Load 2103 Ib Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi , dead Load 0 lb Comp.-L to Grain: Fc- t = 425 psi Fc--L= 425 psi it Location 1.67 ft Controlling Moment: 1760 ft4b 1.87 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -10621b 3.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 17.49 in3 39.42 in3 Area(Shear): 11.8 int 32.63 int Moment of Inertia(deflection): 18.02 in4 142.9 in4 Morr ent 1760 ft-Ib 3967 ft-!b Shear: -1062 lb 29361b X: D page Project 79336 p;,Q,�,000 Gregory Oyster Location:STUDY WINDOW HDR `u sa01D t' Professional Building Systems Multi-Loaded Multi-Span Beam - 72 East Market Street of [2015 International Building Code(2015 NDS)J Middleburg,PA 17842 (3)1 5 IN x 7.25 IN x 3.333 FT StruCalc Version 10.0.1.6 8/10/2018 10.52:46 AM 2.0 Rigidlam LVL-Roseburg Forest Products Section Adequate By 114 9% Controlling Factor:Shear CAUTIONS `Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN 1_11469 Dead Load 0.00 in Total Load 0.03 IN U1464 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 2919 ib 2921 Ib Dead Load 14 Ib 14 Ib Total Load 2933 Ib 2935 Ib Bearing Length 0.87 in 0.87 in BEAM DATA Center Span Length 3.33 ft Unbraced Length-Top 0 ft T77773.333 ft Unbraced Length-Bottom 3.33 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 pif 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 0 pff Base Values Adiusted Beam Self Weight 8 plf Bending Stress: Fb= 3100 psi Fb'= 3302 psi Total Uniform Load 8 pif Cd=9.00 CF0.07 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Cd=9.00 Live Load 5840 Ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 0 Ib Comp. I to Grain: Fc-1= 750 psi Fc--L= 750 psi Location 1.67 it Controlling Moment: 4876 ft-lb 1.67 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2934 Ib 3 0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reo'd Provided Section Modulus: 17.72 in3 39.42 in3 Area(Shear): 15.18 in2 32.63 in2 Moment of Inertia(deflection): 35.03 in4 142.9 in4 Moment: 4676 ft-Ib 10846 ft-Ib Shear: -2934 lb 6308 lb cC\°M'°'S-�'�'F F „ cc LU 08052ro v Ps S, Dormer'INDEX-03-21-16 fe aNWEq� ''gni -, '� (. fAi+7_ Mg,_ L ;DAVID E BILLINGSLEY ,,.,r ®,r,.. 3TL-44 Q r'i N4,•� �' �ry 4. F 4 _ � ~l_'._ �6,��bi'1� 4r,-.�` ♦ i L'` � �1�� �'' �:v'I 41 Y'T ��* ,'+„ t iJ� 4,���G����r�C�_'�' •�� �r�` ��f�nq+��jp��7�t`a= _iso � --�'' - _ }� �'�n, '' :�}5 %''� Y` ��� � ,_ 'T') r,� _ Y,j I,b:^?��R7(5����t�i.'�._'[.�'a'�.ii ',x..L •�j�` �+�+'��' j�p;���•���� a�4 +[dRI A ,'1'0.;_•,.t}�_=_i:a- ; ,,;: � -:.�"`UGG7�{4/�l`.�=G1�lR',.11!9 ' $, ssa`, .J �✓,�, K^.s","J ;M -- Y,FMh.', �C..-tix,�Y a--- �._':=�.'.._�s�: .<,_ _ ,i�.913�_ _ a.>C:S �y .;��,y - .F MU ` - '33KK -6:_:� ..c-t�.._.i-ah,,.—_-..,..r s ..te,�.•�•a+Y'/,�� ,l_' r� ��i J - '. ��:[� zE'-j1� -__ - Fp<r' `r•ti.:%°ti.*;;=r', C��i'�y„F�;y.h�,///5,•'v_,.� r .. , t3_,-� s. :v EE��!tfJf� �'1�S,S ,',1't``�` .! .mom,;,••..: f.!r�,,, 't q „ - P'��Q�J�,0�1{ UiS,rilliC�LJr.,��)1 idomnts :t ; ArO'ar°2ravl+dBf addtizrlr ', `: V!!t?; {3�;�],�: f9 ��a} r �� t�it�t1O, s aR.gr„-” dp �tirt' ^:F ,�Y'/�� ^, =r�.,_t;.W_':= 'S•.r' W , `+L�:=!J'�'•� ''.' Y_'a ""�,�I�dW kC- �__��_��l_rY,�,`�i ,..�3ti y1 ,.���yrJr \�: :•'�W r, ' _�..�,....\ iii ._ wx, ,} , rs,/� SF,�,(tt� �S.:• .`J' �'yy,'"°:yi'� - - Yj.' �� z C X19^ ��±�,-=�•__ • fti ....................... DORMER DORMER HEADER EXAMPLE CALCULATION... ._.. _.. DORMER HEADER&CONNECMN DEfAIIS -- DORMER CUT RAFMRDEPAIL .............................-------_.._-___--._._------.___.._ DORMER CUTRAMERCALCUIAnONS__.___........_..__.._ . _._......_.__... ..__..._......._._--_-•---------._1.3.1-1.3A Note: These calculations and details are valid for the 2009, 2012&2015 IRC and the 2010 Residential Code of New York State. Ultimate wind speeds are listed in'calculations. See chart below for conversion to ASD speeds. s - Wind Speed Conversion Tattle - ti►ti - - - L}, `ti1�?1i[1„ rl�ii ��� i{t1 iililJl� Nit i S'�',�,t.r�SS'�«7•�`';i��'l�'+1Y";'c�':�_C'in'•".'`.."�i�i'_",it-'gs!YV`.'S�`��7�t��iN+w''` 14 4- .",t��',�l,.^`J��•,"s�".7`'���'W;.�.�^=S.Q=F'1t'1.'!_;`._ftl4�;:-7Yf."«�}..''m,'.'.�r-s,r',ti.'_.'1 6s,,z-,,�..'.,jh ULT Cgy 90 ( r•'{i1 rc (( i 1. 4 .` '- }� 120 = 1E4 i�d � .,ayR�.x,N� t�V",;�'4� �'S;�J.,,�'� ,%1� aF_`;5',,. ,�,.,w;. '3' '�.� "`+-„��''[. '� a'ir"=�-',t': •1. WAS Dormer Connections-Headers and Reactions SECTION 1 SHEET 1.0.0 CALCULATED BY DB DATE 2/11/2016 REVISED Note: When multiple header sizes are listed,each one is a separate option. Dormer Headers & Reactions Cont. Header GROUND SNOW LOAD Length 40 PSF 60 PSF 80 PSF 100 PSF 120 PSF (2)2x4 SPF#2 (2)2x4 SPF#2 (2)2x4 SPF#2 (2)2x4 SPF#2 (2)2x4 SPF#2 2 ft 350 Ib 490 Ib 630 Ib 770 Ib 910 lb (2)2x6 SPF#2 (2)2x6 SPF#2 (2)2x6 SPF#2 (2)2x6 SPF#2 (2)2x8 SPF#2 4 ft (2)1.5"x5.5"LVL 700 ib 980 lb 1260 lb 1540 Ib 1820 lb (2)2x6 SPF#2 (2)2x8 SPF#2 (2)2x10 SPF#2 (2)2x10 SPF#2 (2)1.5"x725"LVL 6 ft (2)1.5"x5.5"LVL (2)1.5"x5.5"LVL (2)1.5x5.5"LVL (3)1.5"x5.5"LVL 1050 lb 1470 lb 1890 lb 2310 lb 2730 lb (2)200 SPF#2 (2)1.5"x7.25"LVL (2)1.5"x7.25"LVL (2)1.5"x7.25"LVL (2)1.S'x9.25"LVL 8 ft 2 1.5"4.5"LVL 3 1.5"4.5"LVL 4 1.5"x5.5"LVL 4 1.5"4.5"LVL 3 1.5"x7.25"LVL 1400 lb 1960 Ib 2520 lb 3080 lb 3640 lb NOTE: Headers not designed for horizontal load.If truss design requires horizontal force resistance,then dormer header must be designed on a case by case basis. 1. Provide connector from dormer header to dormer girder for listed load. 2. Dormer girder size,species and grade to be the same as typical rafter/truss. 3. Dormer girder ply number to be determined by the number of typical rafter/trusses that are cut or removed For each rafter/truss that is cut or removed,one dormer girder ply must be added_ Always round up to an even number,then divide by two to determine number of plies for the dormer girders at each end of the dormer header_Example: 3 rafters are cut_ Round up to 4 and then divide by 2_ So the dormer girders would be 2 ply each 4/2=2. 4. Reserved 5. Unbalanced snow loads equal ground snow load multiplied by importance factor per 7.6.1 of ASCE 7-10 6. Dormer header loading based on 7ft maximum from header to peak w/roof dead load of 10psf. Example Header Reaction for Oft span w/40psf GSL: 7ft x(40psf+10psf)x(4ft/2)=7001b 7. Fasten dormer header member together w/2 rows of 0.131"x3"nails at 12"o.c.staggered per ply. 8. Fasten dormer girder plies together per below: 2 ply.2 rows of 0.131"x3"nails at 12"o.c.staggered 4 ply:2 rows of 112"bolts at 12"o.c.staggered 3 ply:3 rows of 0.131"x3"nails at 12"o.c.staggered 5 ply or more:to be designed case by case 9. Collar tie to be fastened to dormer header per below: 2x4 collar tie:Simpson LUS24 or USP JUS24 Hangers 2x6/2x8 collar tie:Simpson WS26 or USP JUS26 Hangers Example Collar Tie Hanger Capacity Calc:[16ft(max length)/2]x(20psf LL+10pdf DL))=2401b 10. Wind Loading per Figure 6-2 ASCE 7-10-Exposure D w/Mean Roof Height of 35ft max 116mph: Wind Pressure=10.7psf x 1.70(Exp Factor)=18.2psf which is less than 112 of 40psf snow load So fasten dormer header to dormer girder,girder to kneewall,kneewall to bottom chord&bottom chord to sidewall and matewall for an uplift reaction of,1/2 the 40psf snow reaction. 154mph: Wind Pressure=19.1 psf x 1.70(Exp Factor)=32.5psf which is less than the 40psf snow load So fasten dormer header to dormer girder,girder to kneewall,kneewall to bottom chord&bottom chord to sidewall and matewall for an uplift reaction equal to the 40psf snow reaction. 11.All trusses that are cut shall have an approved cut truss drawing from the truss manufacturer. ,a Dormer Connections-Headers and Reactions SECTION 1 SHEET CALCULATED BY DB DATE 2/11/2016 REVISED Note: When multiple header sizes are listed,each one is a separate option. Dormer Headers & Reactions.Cont. "-- Header OROUN_D SNOW LOAD Length 40 PSF 60 PSF 80 PSF 100 PSF 120 PSF (2)1.5"x7.25"LVL. (2)1:5"x9:25:,',LVL (2)1.5'x9.25"LVL (2)1.5'x9.25"LVL (2)1.5"x9.25"LVL loft (4)1.5"x5.5"LVL. ',(3y 25"LVL (3)-1:5"x7.25"LVL (4)1.5"x7.25"LVL (4)1.5"x7.25"LVL 1750 Ib 2450,lb 3150 Ib 3850 lb: 4550 Ib (2)1.5,"x9:25"LVL (2)1:5'x9.25"LVL (3)1.5"x9.25"LVL' (3)`1,.5"x9.25"LVL (3)1.5"x11.25"LVL 12 ft (3)1.5",x7.25"LVL (4)1.5"x7.25"LVL (4)1.5"x9.25"LVL 2100"Ili 2940,1b 3780 Ib 4620 Ib 54601b •(2)1:5"X9.25"LVL (3)1.5 x9.25 LVL (2)1.5"x11.25"LVL 14 ft (4)1.5"x7.25"LVL " ,� {4)1:5"x9.25"LVL" (3)1.5'1x11.25"LVL (3)1.5'x11.25"LVL ' 2450,lb 3430 lb 441:&Ilb" ,� 5390 Ib 6370 lb (3)1.5"x9.25"LVL (3)1.5"x11.25"LVL ;;` `'(2)1.5"x14"LVL 16 ft (4)1.5"x9.25"LVL (3)1.5 x11.25 LVL (3)1.5 x14„LVL (4),1.5 x11.25„LVL 2800 Ib 39201b _50401b '~ 6160'lb- 7280 ib NOTE: Headers'not designed for horizontal load.If truss design requires horizontal force resistance,then dormer header must be designed on a case by case basis. 1. Provide connector from dormer header to dormer girder for listed load. 2. Dormer girder size,species and grade to be the same as typical rafterAruss. 3. Dormer girder ply number to tie determined by the number of typical rafter/trusses that are cut or removed. For each rafter/truss that is cut or removed,one dormer girder ply must be added. Always round up to an even number,Dien divide by two to determine number of plies for the dormer girders at each end of the dormer header_Example: 3 ratters are cut Round up to 4 and then divide by 2- So the dormer girders would be 2 ply each.4/2=2. 4. Reserved 5. Unbalanced snow loads equal ground snow load multiplied by importance factor per 7.6.1 of ASCE 7-10 6. Dormer header loading based on 7ft maximum from header to peak w/roof dead load of 10psf. Example Header Reaction for 4ft span w/40psf GSL: 7ft x(40psf+10psf)x(4ft/2)=700lb 7. Fasten dormer header member together w/2 rows of 0.131"x3"nails at 12"o.c.staggered per ply. 8. Fasten dormer girder plies together per below: 2 ply:2 rows of 0.131"x3"nails at 12"o.c.staggered 4 ply:2 rows of 1/2"'bolts at 12';o.c.staggered 3 ply:3 rows of 0.1 31"x3"nails at 12"o.c.staggered 5 ply or more:to be designed case by case = 9. Collar tie to be fastened to dormer header per below: I 2x4 collar tie:Simpson LUS24 or USP J1US24 Hangers 2x6/2x8 collar tie:Simpson LUS26 or USP JUS26 Hangers Example Collar Te Hanger Cay C pacitalc:11 tift(max length)/2]x-(20psf Lt.+10pdt_DL)).=�24014 10.Wind Loading pdy Figure.6-2 ASCE 7-10-Exposure D w/Mean Roof Height of 35ft max 116mph: Wind Pressure=10.7psf x 1.70(Exp Factor)=18.2psfwhich is less than 1/2 of 40psf snow load So fasten dormer header to dormer girder,girder to kneewall,kneewall to bottom chord&bottom chord to sidewall and matewall for an uplift reaction of 1/2 the 40psf snow reaction. 154mph: Wind Pressure=19.1psf x 1.70(Exp Factor)=32.5psf which is less than the 40psf snow load So fasten dormer header to dormer girder,_giider to kneewafl,kneewall to bottom chord&bottom chord to sidewall and matewall for an uplift reaction equal to the 40psf snow reaction. 11.All trusses that are cut shall have an approved cut truss drawing from the truss manufacturer. P , 1.2.0 DORMER CONNECTION DETAILS UP TO 2442# HEADER REACTION USE ONE OF THE FOMIIddNO OPBON TO CONNECTION RAFTER TO HEADER 7638 MAX—(2)SIMPSON A34 aff'S (1 EACH SIDE OF HEADER 110 MAX—(2)SIMPSON A35 CLIPS RIDGE BOARD NAILER (1 EACH SIDE OF HEADER 1600 MAX—(2)SIMPSON HCNO QETAI L—A 21e EACH SI`)H HEADER A1➢A(2)A34 SIMPSON CUPS (1)OF EACH EACH SIDE OF Hirim EADER 2� A BURIAM FPARN2 TO tuff fMaMN6• DORMER SDEWA L d6 R Y4 SDm mm 6 B DG. ON MP OF GIRDER PLYS AIDRD 9NIDM PIWE DIRE HEADER PER SUMMARY Tei HANGER PER SUMMARY UPLIFT CONNECTION DORMER HEADER Pm DETAIL-A PG6 TO�2.. DaRWER xER GIRDER, m1,aRin B-141 I CBRD MID BOTTOM cHQi0m To SCALE: NTS SDEWALL AND MATEYIALL PDR 10.-1.11 NOTE#10 2K CEILING JUSTS DORMER CONNECTION DETAILS OVER 2442# HEADER REACTION OMMER SUDIWALL FPoWNC m CRDER (21''9 T»mm 5CP—MEG FROM EACH SND TO GRDER RIDGE BOARD NADER DETAIL—B 2' A SUPPORT COLUMN QTY m MATCH DDF10 FIBETA IFNHk REAM HEADER PLY QTY •1S1�ar M1515 1S THlll BDIITIN CN RALE B I6 D.O UPLIFT CONNECTION DORMER HEADER TO DORMERGIRDER GIRDER m DIST HANGER PER SUMMARY SUPPORT COLUMN,SUPPORT COLUMN HEADER PER S MARY D BOTTOM CHORD,AND BOTTOM PDS DETAIL-B PGS TD 8-12� CHURD TO SDEWWIL AND MATEWALL 10-1.0.1 NOTE#11) SCALE: NTS FILOR BEAM UNDER DORMER9 LL • - " 1':1.0 Project.14.1-0 Dormer Headers 03-12-15 I Glenco,Inc. / Location"8ft-80psf 217 East Main Street Multi-Loaded Multi-Span Beam Middleburg,PA 17842 ar [2012 Intemational Building Code(2012 NDS) (2)16 IN x 7.25 IN x 8.0 FT 2 0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 9 0-1.7 4/9/2015 4:3026 PM Section Adequate By.47.7% Controlling Factor:Deflection F__s are to be fully connected to provide uniform transfer of loads to all members , DEFLECTIONS Cerate LOADING DIAGRAM Live Load 0.27 IN 0354 Dead Load 0.04 in Total Load 0.31 IN U312 Live Load Deflection Criteria:'L1240 Total Load Deflection Criteria:U180 REACTIONS B g Live Load 2240 Ib 2240 Ib Dead Load 302 Ib 302 Ib Total Load 2542 Ib 2542 Ib Bearing Length 1.99 in 1.99 in BEAM DATA Center Span Length 8 ft - Unbraced Length-Top 0 ft Unbraced Length-Bottom 8 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM-LOADS, Center NlATERIAL,PROPERTIES Uniform Live Load 560 plf 2"0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load, 70 pff Base Values Adiusted Beam Self Weight 5 plf Bending Stress: Fb= 2900 psi FW= 3552 psi Total Uniform Load 635 plf Cd=1.15 CF=1.07 Shear Stress: Fv= 285 psi FV= 328 psi Cd--I-15 Modulus of Elasticity: E= 2000 ksi E= 2000 ksf Comp.-1-to Grain- Fc-1= 425 psi Fc-1= .425 psi Controlling Moment: 5084 tt-lb 4.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 2542 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: $gid Provided Section Modulus: 17.17 in3 2628 in3 Area(Shear): 11.63 int 21.75 int Moment of Inertia(deflection): 64.5 in4 9527 in4 Moment 5084 ft4b 7779 ft4b Shear 2542 Ib 4752 Ib NOTES THESE CALCULATIONS ARE ALSO VALID FOR THE 2015 INTERNATIONAL BUILDING CODE AND THE 2015 INTERNATIONAL RESIDENTIAL CODE Page 1 of 1 D V J y mcno 1.3.0 �_jacn In C--I C7CD u O m m u) = CD m 0 G7 cn r—'m _ p o -i mom �•• O W ulO U1 �m S I I I x W I PAGE DATE DRAM BY: STATUS.- 9/12 & 12/12 9ulOFA c�� 0o aD oo on MAT CUT DORMER RAFTER en BUILDER N CUSTOMER XIM CIN COUNTY STATE PAS R FAST M,PX 1784- ND81E•HUP.G,PA 7784! P BOILIIB pi@E[578)®7-1A26 FAY:[576)837—A173 ORDER no. I 9IItw1 u1 FiE no. - ORDER #ISERIAL# JPBS—DORMER DETAIL 03-16-1 Project.PBS-Dormer Calcs 03-18-16 RPG aa9e Location.3101212 Rafter-Top Chord(Cut @ Dormer)-154 mph Vult Multi-Loaded Multi-Span Beam i1 . rte`. 12009 International Building Code(2005 NDS)] 1.5 IN x 5 5 IN x 2.52 FT (Actual 3.6 FT) #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8 0.113.0 3/18/2016 5:15.49 PM Section Adequate By.1893 9% LOADING DIAGRAM Controlling Factor Shear DEFLECTIONS SeenteL Live Load 0 00 IN U9946 Dead Load 0.00 in Total Load 0.00 IN UMAX Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load -87 Ib -87 Ib Dead Load 3 Ib , 3,Ib Total'Load 3 Ib '3-'Ib Uplift(1.5 F.S) -85 Ib -85 Ib = Bearing Length 0-00 in 0.00 in zszre BEAM DATA Center Span Length 2.52 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 2.52 R UNIFORM LOADS Center Beam End Elevation Difference 2.52 ft Uniform Live Load 69 plf Uniform Dead Load 0 plf Live Load Duration Factor 1.60 'Notch Depth 0.00 -Beam Setf Weight 2 plf Total Uniform Load -67 pif MATERIAL PROPERTIES #2-Spruce-Pine-Fir Base Values •Adiusted Bending Stress- Fb= 875 psi FlY= 1910 psi Cd=1.60 C1=0.91 CF=1.30 Cr-1.15 Shear Stress: Fv= 135 psi Fv = 216 psi Cd=1.60 Modulus of Elasticity. E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E min= 510 ksi E_min'= 510 ksi Comp.-L to Grain: Fc--L= 425 psi Fc-1= 425 psi Controlling Moment: -53 ft4b 1.259 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear. 601b 2.828 F1 from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Be" Provided Section Modulus: 0.33 in3 7-56 in3 Area(Shear): 0.41 int 825 int Moment of Inertia(deflection). 0-5 in4 20.8 in4 Moment - -53 ft-Ib 1203 ft Ib Shear. 60Ib 11881b _ NOTES 1.3.1 0 e� page Project.PBS-Dormer Calcs 03-18-16 RPG _s•_ Location.316ft1212 Rafter-Top Chord(Cut @ Dormer)-90 psf GSL •�tt'uCaic Multi-Loaded Multi-Span Beam ` (2009 International Building Code(2005 NDS)) 1.5 IN x 5.5 IN x 2.52 FT (Actual 3.6 FT) #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 3/18/2016 5:15.49 PM Section Adequate By.936.0% LOADING DIAGRAM Controlling Factor Shear 2LELECTIONS Center Live Load 0.00 IN U9531 Dead Load 0 00 in Total Load 0.01 IN 07418 Live Load Deflection Criteria:0240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 91 Ib 91 Ib Dead Load 26 Ib 26 Ib Total Load 117 Ib 117 Ib OppOW Bearing Length 0.18 in 0.18 in BEAM DATA Cerate A 252 f[ Span Length 2-52 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 2.52 ft UNIFORM LOADS Center Beam End Elevation Difference 2.52 ft Uniform Live Load 72 plf Live Load Duration Factor 1.15 Uniform Dead Load 13 plf Notch Depth 0-00 Beam Setf Weight 2 plf M61ERIAL PROPERTIES Total Uniform Load 87 plf #2-Spruoe-Pine-Fir Base Values Adiusted Bending Stress: Fb= 875 psi FlY= 1504 psi Cd=1.15 CF=1.30 Cr-1.15 Shear Stress: Fv= 135 psi Fv'= 155 psi Cd=9.15 Modulus of Elasticity E= 1400 ksi E= 1400 ksi Min.Mod.of Elasticity: E_riin= 510 ksi E_min'= 510 ksi Comp.-L to Grain: Fc-J-= 425 psi Fc-i= 425 psi Controlling Moment: 73 ft-Ib 1.259 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 82 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: JWD. i Provided Section Modulus: 0.59 in3 7.56 in3 Area(Shear): 0.8 int 8.25 int Moment of Inertia(deflection): 0.52 in4 20.8 in4 Moment: 73 ft-Ib 948 ft4b Shear 82 Ib 854 lb NOTES 1.3.2 ,r h Project:PBS-Dormer Calcs 03-18-16 RPG wee a Location.316ft1212 Rafter-Top Chord(Flip)-154 mph Vult Multi-Loaded Multi-Span Beam rUC�IC� [2009 International Building Code(2005 NDS)] 1.5 IN x 5 5 IN x 4.88 FT (Actual 6.9 FT) #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 3/18/2016 5.15:49 PM Section Adequate By:365.3% LOADING DIAGRAM Controlling Factor Moment DEFLECTIONS Center Live Load -0.06 IN U1370 Dead Load 0.00 in Total Load -0.06 IN L/1413 Live Load Deflection Criteria:L1240 Total Load Deflection Criteria:L/180 REACTIONS A B Live Load -168 Ib -168 Ib Dead Load 5 Ib 5,Ib, Total Load 5 Ib 5 lb Ujilift(1:5 F.S) 465 Ib 465 Ib' Bearing Length- 0.01 in 0.01 in 4 8s ft BEAM DATA CenteL Span Length 4.88 ft Unbraced Length-Tap 0 ft UNIFORM LOADS Alii Unbraced Length-Bottom 4.88 ft Uniform Live Load -69 plf Beam End Elevation Difference 4-88 ft Uniform Dead Load 0 plf Live Load Duration Factor 1.60 Beam Self Weight 2 plf Notch Depth 0-00 Total Uniform Load -67 ptf MATERIAL PRQPERTIES #2-Spruce-Pine-Fir Base Values 3Y tS�_ted Bending Stress: Fb= 875 psi Fb'= 1470 psi Cd=1.60 C1=0.70 CF=1.30 Cr-1.15 Shear Stress: Fv= 135 psi Fv'= 216 psi Cd=1.60 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min_Mod-of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp_-L to Grain: Fc--L= 425 psi Fc--L= 425 psi Controlling Moment: -199 ft-Ib 2.44 Ft from left support of span 2(Center Span) Created by combining all dead loads and rive loads on span(s)2 Controlling Shear: 115 Ib 4.95 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: JJcq:d Provided Section Modulus: 1.63 in3 7.56 in3 Area(Shear): 0-8 in2 8.25 int Moment of Inertia(deflection). 3.64 in4 20.8 in4 Moment: -199 ft-Ib 926 ft-Ib Shear. 115 Ib =1188 Ib NOTES = 9.3.3 �-• ,- .;mom �� page Project.PBS-Dormer Calcs 03-18-16 RPG Location.316ft1212 Rafter-Top Chord(Flip)-90 psf GSL '31NOIC Multi-Loaded Multi-Span Beam ; m [2009 International Building Code(2005 NDS)] 1.5 IN x 5-5 IN x 4.88 FT (Actual 6.9 FT) #2-Spruce-Pine-Fr-Dry Use StruCalc Version 8 0.113.0 3/18/2016 5.15.49 PM Section Adequate By:244.3% LOADING DIAGRAM Controlling Factor Moment DEFLECTIONS Center Live Load 0.06 IN 01312 Dead Load 0 02 in Total Load 0.08 IN 01021 Live Load Deflection Criteria:0240 Total Load Deflection Criteria:L/180 REACTIONS A B Live Load 176 Ib 176 Ib Dead load 50 Ib 50 Ib Total Load 226 Ib 226 Ib Bearing Length 0.35 in 0.35 in BEAM DATA Center assn Span Length 4.88 ft Unbraced Length-Top 0 ft Unbraced Length-Battom 4.88 ft UNIFORM LOADS Center Beam End Elevation Difference 4-88 ft Uniform Live Load 72 plf Live Load Duration Factor 1-15 Uniform Dead Load 13 pit Notch Depth 0-00 Beam Self Weight 2 plf MATERIAL PROPERTIES Total Uniform Load 87 plf #2-Spruce-Pine-Fir Base Values Adiusted Bending Stress: Fb= 875 psi FlY= 1504 psi Cd=1-15 CF=1.30 Cr-1-15 Shear Stress: Fv= 135 psi Fv'= 155 psi Cd=1-15 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp-1 to Grain: Fc--L= 425 psi Fc-1= 425 psi Controlling Moment: 275 ft4b 2.44 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -160 lb 4.95 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Redd Provided Section Modulus: 2.2 in3 7.56 in3 Area(Shear): 1.54 m2 8-25 int Moment of Inertia(deflection)- 3-8 in4 20.8 in4 Moment: 275 114b 948 ft-lb Shear. -160 lb 854 lb NOTES 1.3.4 "THE PLANS AND-SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND rATE �� 1 V V ��RK PR®FESSIONAL CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED ANO S � ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 in UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020" UI Lo NYS UNIFORM CODE (WHICH INCORPORATES BY REFERENCE): WARNING: IT IS A:VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR-ANY =201TUNIFORM CODE SUPPLEMENT, PUBLICATION DATE JULY 2017 (2017 UCS), WHICH REPLACES THE 2016 UNIFORM CODE SUPPLEMENT(2016 UCS) PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL- N -REFERENCES THE INTERNATIONAL CODE COUNCIL PUBLJCATIDNS (THE 2015 IRC, 2015 IBC, 2015 IPC, 2015 IMC, 2015 IFGC, 2015 IFC, 2015 IPMC, ENGINEER, TO ALTER THIS ITEM IN ANY WAY. -� AND 2015 IEBC), 1MTH SPECIFIC CODE PRINTINGS, APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2017 UCS. P BUILDING 72 EAST MARKET STREET ISYS ENERGY CODE WHICH INCORPORATES BY REFERENCE)' 72 E. MARKET ST. -2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, PUBLICATION DATE AUGUST 2016, REVISED O AUGUST 2016 (2016 ECS). ALL REFERENCES OTHIN THE 2016 ECS TO THE 2016 UCS, SHALL BE DEEMED TO BE AMENDED TO BE A REFERENCE TO THE MIDDLEBURG, PA. 17842 � o e N o 2017 UCS. SYSTEMS, INC. PHONE: (570) 837-1424 � y r- -REFERENCES THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 IECC), AS PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, WITH SPECIFIC ,CODE PRINTINC, APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2016 ECS. PLANT#11PL.ANT#Z FAX: (570) 837-6133 z � 2014 NATIONAL ELECTRICAL CODE STI'E ADDRESS: TWO STONY MODEL D D 0- DRAWING INDEX 1410 BRIGANTINE DRIVE J Pi>1G� DsscizorT SOUTHHOLD, NY 11971 SITE ELEVATION: ON-79336 0 1 COVER SHEET 6$ U FT. ABOVE SEA LEVEL 8-20-18 D_Feeney EL .1-2.4 ELEVATIONS +2.1 PSF FOR EVERY 100' ABOVE 1,000 FT. - o g TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL JUDGEMENT THESE P.E. Sco 3.1 FIRST STORY FLOOR PLAN oi(yEy;, z N 20 PSF GROUND SNOW LOAD PER MAP TIONS) ARE IN COMPLIANCE WIT)) THE 201fi SUPPLEMENT TO E' y o 3.2 SECOND STORY FLOOR PLAN 20 PSF ADJUSTED GROUND SNOW LOAD PLANS {AND SPECIFICApyM,gs_, w D C _ THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE _& 2015 IECC. .� _Q �• a Ln B z 3.3 FIRST STORY BRACED-WALL PLANCOMPLIANCE IS DETERIMINED BY THE USE`OF RESCHECK, COMPUTER SOFTWAREvi km 3.4 SECOND STORY BRACED WALL PLAN BUILDINGINF'ORMATION: DEVELOPED BY DOE, AND CONFORMANCE TO THE GENERAL PROVISIONS OF '� - r CONSTRUCTION TYPE 4.1 FIRST STORY ELECTRICAL CHAPTER 5, CE OR CHAPTER 5 RE OF THE ENERGY CONSERVATION CODE. WOOD FRAME UNPROTECTED INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED ; 7 4.2 SECOND STORY ELECTRICAL USE GROUP: 5 FOUNDATION DETACHED SINGLE FAMILY DWELLING TO THE LOCAL CODE ENFORCEMENT OFFICIAL IN THE CONNECTION WITH BUILDING E 6 CROSS SECTION(s) DESIGN CRTTRRIA: PERMIT APPLICATION SHALL BE ACCOMPLISHED BY A RESCHECK REPORT. --I080326' MPH}: 136 VUL A90Fsv lIt WIND SPEED 7 RAFTER(s) ( e CONNECTION WIND EXPOSURE: B LABEL LOCATIONS: TO BEST OF MY MUM=BELIE AND AAQI PROffSSIDNAL uDCEUEHT,TrtESE WIND-BORNE DEBRIS: NO DATA PLATE PER DWELLING AS INDICATED ON PLANS DD=DEMHAVEBEfMReaMM'ANDIMINCORFMCE WM'M2alSMCA W E' riW7 NIS a CE VM 9.1-9.2 PLUMBING DETAILS GROUND SNOW LOAD: 20 amitUOWEFIUM IENCYPlFWEMW 0W IRC AND ANS AREWIXA CONSWAT a..m THIRD PARTY EACH MODULE AS INDICATED ON PLANS aurlEnnBxBBciffncDt+crofuosotswcumit�ztnsENEltGfcwsExvnnw SEISMIC CATEGORY. C STATE LABELS EACH UNIT AS INDICATED ON PLANS Car+srra'ONCDOEs'PPo'°+ OFmr ORKsrA'e F_ =E 10 DOOR AND WINDOW SCHEDULES CLIMATE ZONE 4W 11 ELECTRICAL LOAD CALC ENERY COMPLIANCE METHOD= UA TR THESE PFS STAMP �o;l THESE DRAWINGS ARE PROPERTY OF PROFESSIONAL BUILDING SYSTEMS, INC. N x a RESCHECK FLOOR LOAD (SLEEPING AREAS): 30 PSF AND SHALL NOT BE REPRODUCED AND OR COPIED WITHOUT AUTHORIZATION. Ld RAFTER / BEAM CALCS FLOOR LOAD ALL OTHER AREAS: 40 PSF FLOOR DEAD LOAD: 10 PSF PBSI WILL BE CONSIDERED AS A SUB-CONTRACTOR IN ALL BUILDING m RAFTER LIVE LOAD: 20 PSF PROJECTS, SUPPLYING A BUILDING COMPONENT TO A GENERAL CONTRACTOR m RAFTER DEAD LOAD: 10 PSF CEILING LIVE LOAD: 20 PSF OR BUILDER. ALL NOTES WITH REFERENCE TO "IN-FIELD", "ON-SITE" OR CEILING DEAD LOAD: 10 PSF "BY BUILDER" ARE PERTAINING TO THE RESPONSIBILITIES OF THE GENERAL CO g BUILDINGS IN HIGH WIND AREAS THAT ARE SUSCWIEPTIBLE 00 CONTRACTOR. flps (n TO ND BORNE DEBRIS SHALL COMPLY WITH SECTION � R301.2.1.2 ON-SITE BY BUILDER THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL BUILDER RESPONSIBLE TO COMPLY WITH NYCRR PART REFERENCE. ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH 1265.1 AND NOTIFY CODE ENFORCEMENT OFFICIAL OF THE REFERENCE. DISCRETE MODELS (PLANS HAVING THE SAME SPECIFIC ROOM a.m USE OF ENGINEERED LUMBER / TRUSSES AND POST ARRANGEMENT OR ARCHITECTURAL STYLE) SHALL BE PREPARED FROM THESE ' APPROPRIATE SIGNAGE ON STRUCTURE DRAWINGS WITHOUT MODIFICATION, ADDITION OR DELETION IN ANY MANNER. " NOTE: THE MANUFACTURER HAS NOT COMPLETED THE FOLLOWING ITEMS IN THE PRODUCTION FACILITY; THE 1. IT IS MANDATORY FOR THE BUILDER TO COMPLETE THIS HOME IN STATE STAMP o ,1 THIRD-PARTY HAS NOT INSPECTED THE ITEMS, AND THE COMPLIANCE WITH THE 2017 UNIFORM CODE SUPPLEMENT J ITEMS ARE NOT CERTIFIED,BY THE NEW YORK AND THE REQUIREMENTS; ADDITIONAL SITE WORK MAY BE: I- z U� D t THIRD-PARTY CERTIFICATION LABEL. ALL MANUFACTURER Q o SUPPLIED, AND FIELD INSTALLED ITEMS MUST BE a. FLOOR INSULATION - CRAWL SPACE _ 0> a INSPECTED AT THE LOCAL LEVEL, b. FOUNDATION WALL INSULATION - BASEMENT a c. PERIMETER INSULATION - SLABS !I 1. FIELD CONNECTIONS OF MODULES d. INSULATION - PIPING EXPOSED TO UNCONDITIONAL SPACES1 2. SMOKE DETECTORS TEST THE ABOVE MUST BE ACCOMPLISHED WITHIN STATE 3. HVAC INCLUDING DUCTS PROVIDED ON SITE BY OTHERS m [ 4. PLUMBING CONNECTIONS TO FIXTURES FROM MAIN LINES CODE REQUIREMENTS 5. FOUNDATION 2. BUILDER RESPONSIBLE TO FILE THE REQUIRED CERTIFICATION a 5. ELECTRICAL SERVICE - FORMS-WITH THE LOCAL ELECTRIC-UTILITY PRIOR TO-OBTAINING ¢ V,=m o -I 7. GARAGE PERMANENT ELECTRIC SERVICE o , S. WATER HEATER 9. GUTTERS 3. PBSI TO USE INTERNATIONAL ENERGY COMPLIANCE CODE. SEE 10. BATH AND DRYER EXHAUST DUCTS TO EXTERIOR SUBMISSION SET FOR EXAMPLE. EACH INDIVIDUAL MODEL TO 11, EXTERIOR SIDING REQUIRE A RESCHECK TO MEET THE I.R.C. REQUIREMENTS I- 12. EXTERIOR LIGHT FIXTURES m m m 13. PORCH SLABS, POSTS, DECKS j 14. ALL APPLIANCE INSTALLATIONS o 0 0 Z LLI 15. BASEMENT STAIRS, HANDRAIL AND GUARDRAILS *ALL MECHANICAL HEATING SYSTEMS TO BE N N N 16. MAIN ROOF/PORCH ROOF FIELD CONNECTIONS Q N N m 17. WHOLE HOUSE VENTILATION TO BE SIZED & INSTALLED DONE ON-SITE BY OTHERS rl n m m BY OTHERS PER ACCA MANUAL J *FLOOR PLAN MAY BE FLIPPED AND OR MIRRORED GREGO 8/20/2018 6:27:37 AM o Q `THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND ° CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS'APPROVED AND ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 } In - UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20; 2020' en WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE-145 FOR ANY = N z [V PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 0 o ENGINEER, TO ALTER THIS ITEM IN ANY WAY. y W `t N J � � 3 � pF<?NE j In -a D- C) Lu -� (A Z) - p = o ICE SHIELD ®N EAVES _A '-X80526 tv -' 4,� o a�ESSP ,- o F _z O ELIn � � d_ M z r r ma 3 O m 12 ON-SITE SIDING i0 CRICKET BY PBS to a n 0 cnmv i F= �o o.:. N w F,e=L. F, a 12 J ---------------------------------------------- �9 m CEILING U 0 ;s ® n � CE01 o _F Ffl 00 co co s N ----------------------------------- FLOOR FLOOR L O J j CEILING ------------ ----------- ------------- CEILING < o" � a tt - rn v> a '1 w a _ � j,1 ® ® ; � f ® a i in H H < - - - — - Elf �� I VoW-9 m m IItttmjt===j Mu 00 en co 1: FLOOR FLOOR ' I � N N E5 co N f ATTIC VENTILATION_ -PORCH OVERHANG,SLAB, POSTS AND RAILING- - - - - p o N o LOWER 50%® EAVES FOR PORCH M BE SUPPLIED AND INSTALLED ON-SITE BY REC'02-.6-1 SUPPLIED,3 41 BUILDER0 W UPPER 50�3'-0' MIN ABOVE EA GREGO 8/20/2018 6:27:37 AM no RE 'D2.61 SUPPLIED288 (4 PCS) a_ 201 ACTUAL HOUSE MAY VARY FROM ELEVATION-ACCESS TO GRADE ON-SITE BY OTHERS a 'THE PLANS AND SPECIFICATIONS;OF THIS PERMIT PLAN SET ARE DERIVED FROM AND, - ` ' CONSISTENT WITH THE'SYSTEMS-SET OF PLANS AND SPECIFICATIONS APPROVED AND ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 >- Lo UNDER SYSTEMS NUMBER,-MO13-2016-067. EXPIRES JULY 20, 2020' U1 WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY = a z tf N PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL o ENGINEER, TO ALTER THIS ITEM IN ANY WAY. W 00 rp ,1�i�INrk -tea a Y < cv Q =C ED LL. F' z rn t rw f U 5 I� A 0526 `F �aC? � j 0 o = z ICE SHIELD ON EAVES ry z Q 2 N Iz Z3 tea. Au-) I � z � w t31 z 0 n m m D o • 12 '-4 io CRICKET 61 PSO a \ V) F- Z 0 cc mvLi w O 6 cU w � aL. U} w M t CEILING a w Qo 00 - i FLOOR - 1 CEILING r=- a 'o CEILING � I Lo DJ m JAQ in M 0 o Q FLOOR FLOOR i'. 00 m m L;j000co F N N N\ Q C'j m f` 00 GREGO 8/20/2018 6:27:37 AM o a o ACTUAL HOUSE MAY VARY FROM ELEVATION—ACCESS TO GRADE ON—SITE BY OTHERS w 2,02 �_r `THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN,SET,ARE DERIVED FROM AND, _ CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND csJ ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES-JULY 20, 2020' WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY = Q` N PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL y ENGINEER, TO ALTER THIS ITEM IN ANY WAY. WW 1-- - O O LL- Vf O o F z l!1 U 5 m o o = z ICE SHIELD ®N EAVES FEssto L 1 s D z m �E o F- .r C7 _v n of t'i ;e 2 Ica�rn Q qa o m c�r U} O m V N r-Ma� w - J {f} w CEILING CEILING Ld a 00 _ N t FLOOR '_ FLOOR ` 25 � J I CEILING ------ CEILING F- o U� o c U Ld> IL 3 j?m �jj44 IL Q I=m tftftf FLOOR FLOOR r I ao 0 0 0000 W N N N ^ ACTUAL HOUSE MAY VARY FROM ELEVATION—ACCESS TO GRADE ON—SITE BY OTHERS PORCH OVERHANG,SLAB,POSTS AND RAILING Q N N m 0 FOR PORCH M BE SUPPLIED AND INSTALLED ON—SITE BY o� BDER o 0 00 0 BUIL , GREGO 8/20/2018 6:27:37 AM : 2. 3 \4 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT,_PLAN SET ARE DERIVED'FROM AND"- -,- c -_ - _ CONSISTENT WITH-THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND � ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 } Lo UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' enLo WARNING: IT IS A VIOLATION OF THE NYS EDUCA11ON LAW ARTICLE 145 FOR ANY Z Z [V PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL O �i y ENGINEER, TO ALTER THIS ITEM IN ANY WAY. --s W - h- O NIF Of o 0 U- x Q ' ♦ � i, z M to z C31 r 0 ; �� co j o r 0_ ICE SHIELD ON EAVESLo¢= 6fi�ss'r�NP, z N to N 9 z m JEWn �— o cc^-- �v (/} F Q WOO N w oma J W CEILING CEILING 12 ,200 00 m co) ;I FLOOR �' FLOOR F ` En o a CEILING ------ CEILING ¢ o U a w N V j I W Q m d - - _ ¢ rnxm0 0 FLOOR FLOOR �°°�' 1 C:] W N N NCQ t PORCH OVERHANG,SLAB, POSTS AND RAILING p o o H, FOR PORCH TO BE SUPPLIED AND INSTALLED ON-SITE BY d.m m 'I BUILDER 000 '' GREGO 8/20/2018 6:27:37 AM s- ACTUAL HOUSE MAY VARY FROM ELEVATION-ACCESS TO GRADE ON-SITE BY OTHERS 2,04 a 3- 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT_PLAN SET ARE- DERIVED FROM AND - CONSISTENT WITH THE SYSTEMS SET OF PLANS AND'SPECIFICATIONS APPROVED AND cfl ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 } n UNDER SYSTEMS NUMBER M093-2016-067. EXPIRES JULY 20, 2020' to �0 WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY = a z N PERSON, UNLESS ACTING UNDER.THE,DIRECTION OF A-LICENSED_,PROFESSIONAL Q 0 ENGINEER, TO ALTER THIS ITEM IN ANY WAY. �' y W 27'x• o ------ — ° FLOOR PLANS EQUAL TO OR=LESS THAN 2,000 SQ. FT.,HAVE 13'-9•UNIT A' 13'-9•uw(r°B• LITTLE MARGIN FOR ERROR; THEREFORE. FINISHING THE 2ND c'i 0 FLOORS, CONDITIONING THE BASEMENTS OR CRAWL SPACES MAY J o cV ^ I �s I DATA PLATE, STATE LABEL Hl,) 42 Ba°ASF a BE REQUIRED TO MEET LOCAL ENERGY CODE. PBS/CBS Of O O 124 D 2 ° I 6l0-IXT AND PF5 LOCATION 24370-2 6i RECOMMENDS UTILIZING A HERS RATER AS PART OF YOUR O I'- $ r I GROUP UNITS'a',•B•,'�,•F' _ o, PLANNING PROCESS. ENERGY-:MODELING AND CONSULTATION PRIOR U LL- TO _ m TO FINAL EQUIPMENT CHOICES,AND FOUNDATION INSTALLATION Lo In, CAN HELP AVOID CODE COMPLIANCE ISSUES AT THE END OF-THE z _M __ 12-11• sruD GRADE,:_- U248424 +1Pe13o q� O a r7 _ _ ®/ *(6 BUILD PROCESS. PBS/CBS OFFERS A 3RD PARTY SERVICE FOR - a NOOmP usczsza Bea SB 36 m $ YOUR CONVENIENCE OR YOU MAY UTILIZE YOUR OWN HERS RATER. UDWS F- IL o (. s 11 I I I KITCHEN �� 2x10 21Ao F NE � O�j '�I � +V z LIVING ROOM j I I" m i 1 SPACE 23'-11" I�Q� _0�S"L ~ p o I I ;e I 3'-2' 1mR 0 66;r ASF .4 � F g SA HDR: 3-2.6 310-EXT _ C _ 1k O F-z_ _ 1n sPF Q . � �- c®�raon I a I 4'-0• M 1/Y GYP t L;1 a V) a _o M - = Iril w "® COMBINE LIVING/ DINING I °m1 I m li� ._ i o ' ' s Z C3 � Y I 1 I II� I h O o re II i G x80526` �!i U�gh�1 R°¢� 24.97 I � tv I II 4 � f3. _ LyhtPra4tle� 5&48 I and I 0- M,ProvMa� 12.39 I I 2.6 �- b I I • HDR: 3-24 \ DRADI h SPP#2 c CO M FRam`2.d sn7n 1/2'GYP FXSHED N � �� I a u- i ON-SITE BY OTHERScn o_a ra Ta m a zam 4'-10 1/2' I DINING ROOM I I �� TnO L -----------------------------;—e-----: I-'m Ln mc a_2K cRFADE 4-B. I 11-s p cISTUD e a�IDNI I �— o o CN ___I 1�0 I�'�`� LANDING I I - , I I J2-2xS FS �y I 1 n STUDaGRADE OMIT 7-11°SECT I— N STUD GRADE N cf) >_ ! -----------DLO&WALL GYP---- m F- 3--2-K4 FS a ep HALL 3-0' 4' I (/7 4'-51/2° 4'-0• 0°uSDE ® m a tai - ---- --I N GARAGE CLG B'-5 1 /4" o �, GAGEo_ (V) tae 10 r (Mg-MMYRQARWEMOM) ° r Cc 03 on I� 1 LAYER /B TYPE ~ ' 00 2°FUTURE VENT 3'OF=a I DD9P I I 0 THROUGH DUT CEILING 3•RADON VENT—' 2-3/4'SUPP. S1R� I m I I I FROM 23d STORY I °m ON '✓ I c g Ly 0. m ; _j I I w I I � N STUDY I a 1 21-0 M Room gq Ft 163.38 _----- ;; M Ught Req. 13.07 I I \ uN I I O r; UgM FWded: 33-03 1 - 1 1 (fl Lr- J c vent Req: 6.54 I n as I m o i 1/2.GYP p J ` Ve1d.Pr°12dad 17.34 I �-v I I F- Q D U od I Q `o FOYER 3'-1D 1/2° HOR®e2 1/2•ASF 3046 HDR ID 62 1/2•asF 3046 N xQN I°I HDR: 3-2N6 W ¢ y I II o fi'-4' EL SPF 3-2x5 SPF$2 8'-3° cc 0 JZ 15'-10 1/2° snm cR OE LOT LINE SET BACK FlRE-RATING/SEPARATION NOT REQUIRED UNLESS SPECIFIED OTHERWISEco DUC .TIGHTNESS AND B OWER DOOR TESTING ON-SITE HOR 3-1 1 2 BY BUILDER AND CERTIFIED BY STATE. TEST SHALL BE cn p °t f-VII!,1/+- w: 3046- _ > _.. _ ... ]3M_-EXT?-O__ I_.-- - --_ - __w.- _ _. _ _ -- _- " -- = - - COMPLETED'BY HAL CO'ENERGY.'865`000NTY RD.-1 3 m 0 - - (� PHELPS NY 315 688-1945. In=m o PORCH OVERHANG,SLAB,POSTS AND RAILING I -MECHANICAL VENTILATION ON=SITE BY BUILDER in I FOR PORCH TO BE SUPPLIED AND INSTALLED ON-SITE BY I PER TABLE M1507.3.3(1). BULDER THE ON-SITE WHOLE-HOUSE MECHANICAL VENTILATION I I SYSTEM SHALL PROVIDE OUTDOOR AIR AT A i ! L------------------------------------------J _ CONTINUOUS RATE OF NOT LESS THAN 60 CFM PER m m m 1 L TABLE M1507.3.3(1). Gi O `O o N N N L4-fi. CONTINUOUS HANDRAILS ON-SITE BY QN N m BUILDER SHALL COMPLY NTH 8311.7.8 rl n Dom GREGO 8/20/2018 6:27:37 AM 00 E NOTES: 1. :-DENOTES ADDITIONAL COLUMN IN BASEMENT 5.9'-0"CLG.IN MAIN HOUSE!8'-5 114"CLG.IN GARAGE 9.CEILING BEAM OVER GARAGE TO BE:(2)11/2"x 91/4"LVL(PER UNIT) i 2.2X6 EXTERIOR WALLS 16"O.C. &STAIRS TO BE 81/4"RISERS AND 9"TREADS. 10. I� 3.2X4 MARRIAGE WALLS 16"O.C. i.CE1LING GIRDER OVER STLDI'TO BE:(2) 11'2"�.9114"LVL(PER UNIT)STACKED 11. 4.ROOF RAFTERS 16"O.C. 8.CEILING GIRDER OVER KITCHEN/LIVING ROOM TO BE:SEE#7 OIC`PAGE 3.2 ° 3 . 1 12 'THE-PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN•SET ARE DERIVED FROM AND CONSISTENT-WITH THE SYSTEMS:SET OF PLANS AND SPECIFICATIONS APPROVED AND ON FILE„WITH THE DEPARTMENT OF STATE, WHICH-WERE APPROVED ON JULY 9, 2018 r -',UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020- N to WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL =O N ENGINEER, TO ALTER THIS ITEM IN ANY WAY. 27'-8' 1'SPACE 23'-11° in 13'-9' UNIT V 13'-9' V'D' ” Y c N 8'-10' 8'-10' O J O 3046 2 3046-2 _ Com] U- NLo r - z t12'-11'. F o_ C) J r U ~ DROPPED FLOOR BEDROOM #2 BEDROOM #3 J GIRDER CONNECTION R,w;'" it 121 B3 �N,1 '' z > 2-1Sd�LVL UI Ra�¢�vidat 1252 Light R F_ 073 .uy r �` QS'' �Q O z 2tID SIDItY 0.008(PFR VW - L-ProOdelt 2202 Q. is N VaIt ReO35,113 14Jt�4= 4-67 I / �< ... �... �� . U J 3-RDIM 16d NMS 0 5 DC VQJt PJwidld: 11.68 J LUL BMID TO 2e1D BAND I Gant PJmddmE 17.34 �� w�Fl in FDLIim BY 2ND PG IF L ' 05d5�1tRtIFGddPD.STR�FORA00D �I` ------------------------ ------i .n Ln M To g�mWaTiENDS m sw --- m tl N g 216 310 WO -CHABITABLE ROOM MUST BE APPROVED - cc c n 3-0, 2-0- PFS 7-2° AND INSPECTED BY THE LOCAL BUILDING -'0$050,r` !($ m D INSPECTOR 5, V —LAND 310 UN CLO �, � �DfiES PFs LABEL La.e NCLO c 23'-1' a. HALL #2 T-4 m B i f 2- j e`p .'�I - vcD3oDR hs DII `� M BATH — ---------� L --------------------- ----- Q EL 12 1/2 (Y =y0 ` DRAIN PAN •Tn W BONUS ROOM U) O Nw + BATH 2 PUS TO BSMT z 'I - FA-Sq FL: 211.6 O O n o zo . oc.Ii, II - Light Req 16.93 J N C x d?ii I -------------- m Vught.1 Prwldec: 2202 n --� 4�I A Veok RcULL DOWNq: B.46 'm e+2 m 'o -N LL I`M d Li Pile A I P STAIRS ��; LAFIDINO �,11PR IX VlmkPm�;ded: 1156 � N r RE7236 i� o UN I 26'¢94 1/2' R.O. ' - se V) -- ���� II II II II II II ���� 0 3'RADON LEN 51-11 1/2- 3•-0 lf2" i� 3'-0- -------'--J " = m O 2' FUTURE VENT ` _ I ml u u u u u u un 555���• PODLEF6 2-Z%4 FS p I I — III a-- I�v11= =�c=11 IIII I F Z I \ STUD GRADE l i - -- --------FDR2-1 1/2 C gggg io I s o I J III I 9'-2 1/4"`7 1/4'LGi.i iii N J2 t PPp a i 113'-101 II I I III 'a 00 g W N 7'-7 1/2' 4'-5 1 f2° I I F1 fillI 8'-0' uu I N n {, I III IIII N IN NJ i aa. BEDROOM #1 I `OPEN TO uu ` iii i1q 1111 � RnmJ Sq Ft. 204.48 I '� I � 611Dih' -1 IIII I � 'Y1 g I Lighter 16.35 I i I tJill "' nna Ught Pr-11d: 27.72 I I io WALK-IN Ilu_ - Vott P wide& 11.50 I o I CLOSET 5'-0 1/2' IIII FDR®Bfi-ASF IIII I O J > 3046 J 1- LL_ U a o --------- ------- ------- ---------- ¢ o am I I v> I, a t Ld I c+10 16'-3' I sTL1D6R DE I fi 9'-10 112' 7'-5 1/2° 9'-0' 7'-5 1/2' oa cms L $1 SN m 3046 HDR_3:gal3046_­_­-­­ 3046 _ _, _ v ._ BGA1 __ ». _ . -__- v' J EL _ - - _ SPF. A74 3< = m c7 I" 6/L a ;( T-9' 6'-0' A i3 m m 00 F! w oodm N N N l Q N N m l7 O O m GREGO 8/26/2018 6:27:37 AM NOTES: 1. DENOTES ADDITIONAL COLUMN IN BASEMENT 3.8'-0"CLG. 9.FLR GIRDER UNDER BEDROOM#1 TO BE:(2)1 1/2"N 9 1/d"LVL(PER UNIT)STACKED 2.2X6 EXTERIOR WALLS 16"O.C. 6. CEILING BEAM OVER BEDROOM#1 TO BE:(2)11/2"x 91/4"LVL(PER UNIT) 10. w °' 3.2X4 MARRIAGE�1VALLS 16"O.C. 7. CEILING GIRDER UNDER BED#2/BED#3 TO BE:(2)1 112"x 18"LVL(PER UNIT) 11. 3 ,02 4.ROOF RAFTERS 16"O.C. 8. (T'OCI�TED D0�1VN) 12. a `THE PLANS AND SPECIFICATIONS-OF-THIS PERMIT PLAN,SET,ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEAAS SET OF PLANS AND SPECIFICATIONS APPROVED AND - CC) ON FILE WITH THE DEPARTMENT OF STATE. WHICH WERE APPROVED ON JULY 9, 2018 } Lo UNDER SYSTEMS NUMBER_�M013-2016-067. EXPIRES JULY 20, 2020' N WARNING: IT IS A VIOLATION"OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY = H z fV PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL a ENGINEER, TO ALTER THIS ITEM IN ANY WAY. �' In 51'-6" WALL 1 0 1— 3 T Y o -4" 5'-3" 19'-2" OrNj�.. __j N i• J O # O Lt- izn ro 0 FP ! 41 �' -OC F z I\ d rn _w c) r a_ ■■ ■e■T�ee�ee�eel�■eee�eee�■■®ee�e■1�eeee�eeTT�■■■�■ ■e1T�e■ ee�ee�ee�ee�ee—■el�eeee�eeee■�ee�ee■T� -ee�ee� C?� � --i - �7805?� � a �o B N>• i d L r ` a F5 Lr) y K7 IT 1 -- . a o II i m 3 0 II 3560# HOLD-DOWN DEVICE -� SUPPLIED AND INSTALLED ■ ON-SITE BY BUILDER j 0 r-� ■ I Z r d- ' 90 a yam^^ M o -� a_ J _ J J LJ ■ C3S J o OR of Q � Q•II ■ 0 � � �// � �J Z v p la I - I O I W N w CD Ro re) I C), I —J CD M C!} m y I ' QD o n � CEmto , T00 ? i 3500# HOLD-DOWN DEVICE w 00 y Q m ifl I ON-SITE AND INSTALLED I I ON-SITE BY BUILDER00 , o. m I i 1 I 4 I I I _ F_ O0 < D Q z M SOD# HOLD-DOWN DEVICE I I ~ r>>> D_ =I SUPPUED AND INSTALLED II Ld a e1 j ON-SITE BY BUILDER I I• s,,■■ - ■ �■■e�eee�eee�■ee�eee�eee�eee�eerieeee�e■ ems■ ■ee� ■ee�e■ ■eee�e■ ■ee�eeee�eeee�eeee�eeee�e■ ■ee�eee� ee�ee� I - - z-4 a - �N oa- 4'-5" Y4'-7" 4'-7" 4'-5' 4'-8" 8'-3" 4'-8 < L ,t Q N 2 m U 27'-6" i 24'-0" I I "F I o0 0o m BRAaD w^LLs Des+Gx 1M PER 7015MAMUM RUMENTML BWDING WDE 51 -6 WALL 2 o O O Wyli I Wa01 V Wahl 1w". we Q NN N m D - 1LLYDSitiO WALLCANSTRIKTIDN TYPE LIA MmcslwsP 14uL HG41Ya9 1AT"fM6•WSP lm MPHGB 3k01.♦DHtSW1Pi hell uNtsvu�w >: l? rs rs ?` O p p W t•,, ntn111!4•GMF UC%Tro DG]i P 1 32 ?? ?7 21 GREGO 8/20/2018 6:27:37 AM nroxB.umFAnr xarTow^N�Dx n n n n n ::rU.1LhCir C;:J.tGIw AL�.l6.+'. SJ SI ILX L'D) e:.L• StL ADeLSDdLMi3 rtTABU Fr ! 61 1 L. 3 *3 •V S,.,cICo••+L�'Par•[cRnu•He. 1 1> 1 — 1.1i _, .15 _ • i - I.IrRarc+hrx+V.>• �r! _ •1 li I 11 3! d t, ;Olaf4YY %H 01131I01h10 er'lev 4LrvtS4.•EN3_ — __ lr ITN 2P3 4 •oY wrt 5e�cr ISr>10 1 •VFS M 1 •LL fr� r�� `rHE PLANS AND SPECIFICATIONS_ OF THIS PERMIT PLAN-SET,ARE,DER IVED FROM AND, CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND to ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 >- Lo UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020- N >>WARNING: IT IS A VIOLATION OF THE NYS EDUCATION=LAW ARTICLE 145 FOR ANYO .N;z (V -may PERSON, UNLESS ACTING UNDER THE DIRECTION-OF A LICENSED PROFESSIONAL e1 ENGINEER, TO ALTER THIS ITEM IN ANY;WAY. y 27'-6" WALL 1 g N (7 F; o o # N O Q Ncilv�4 r0` y Mfflm z w rn ?� z a. A°�Fssto�P~- z 0 --- — ------------------------------------1 a o I = d � ro Ix � � M m I co 20 o --- --` Jtz NaO�n -- — - BRACED WALLS DESIGN PER 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE 0 d a a it Wall 1 Wall 2 wan 3 W8114 3-1 u r O WINDSPEED/WALLCONSTRUCTIONTIME 140 MPH CS WSP 1-0OMPHCS WSP 140MPHC5 WSP 14OMPHCS-WSP 0 0 I x -----—------— _I WALLUNESPACING 36 36 27.5 27.5 Lj C4�a MINIMUM PANEL NEXTTO DOOR 35 35 35 35 U I r7 L-- MINIMUM PANELNEXTTO WINDOW 24 24 24 24 C/) of ------� TOTALLENGTHOFBRACINGREQUIRED 8.20 8.20 6.50 6.50 m m •. 2.8 Exposure/ TABLER60L-10. 0 � Ex osure/NumberofStories 1 1 1 1 Ir r i -- -- Wall Height 0.9 0.9 0.9 Q9 (f� i- t/7 ' Su ort Condition/Eave.to Ridge Height L3 1.3 1.3 13 1 r) L0 Nuinberof Braced Wall Lines 1 1 1 1 00 -O Bracing lengths for Method GB 1 1 1 1 N N TOTAL LENGTH OFBRACING REQUIRED AFTERADJUSTMENTS 9.59 9.59 7.61 7.61 TOTAL LENGTH OF BRACING PROVIDED 14.75 18 23.5&)3 33.5 0. m ifl Compliant with Section 11602.10 YES YES YES YES I 0 I o o J 7 ------------------------------------ ¢ z U to 36"-CS20 W/14-13d NAILS cc 2ND FLR STUDS TO 1ST FLR STUDS sae �■ � _ ■��■ m y r " " r-5 u 41-61 4-7 4?—7 4 =m 0 o 27'-6" WALL 2 m� m I- 666 CoI, N N N `( ¢ N N M i Q O O rn in m 00 000 i1 GREGO 8/20/2018 6:27:37 AM 99 r. F a 3 ,04 ; -HE PLANS AND;SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND- CONSISTENT WITH'THE SYSTEMS SET OF PLANS-AND;SPECIFICATIONS.APPROVED AND rp ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 } m UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' N WARNING: IT IS A VIOLATION OF THE NYS'EDUCATION LAW ARTICLE 145 FOR ANY Z W Z CV ' PERSON, UNLESS ACTING"UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN'ANY WAY. = W 0 N O `L c cV _ ADDPL WP - - O 0 O O ' _ U Lt)S3 zo [D S CT s —J _ Hamu gELF AI C P F o Il 6FI i . II I OUSE 7911 e¢te U p a I SBD�I I Ti°ncss L) I j I I caro II I KITCHEN c :.'U! . LIVIldG ROOM II I f - O q z I F i T a mm eamv¢r = U J EL II I u L of I I I bf O ------- -----JI I m� -' wa n � _ B -_ I !Z Flnos a w O r+7 I I I GFI cFl WL g O to y r7 5 z n I " CTI I m x II I ' i cel II I CFI I 2x6 L— -----------`__= JI i II ,�ti3O t, ''• I----- J ---JI------ ---- �r -1-7-_- _---- L � rt � ��IYM'{S.'' NTT FIS III I i I DD > rade III I 2 m , ' Z III J3= OSM I I }= O = =<.- 0 J g m DINING ROOM 5354 -reSOH)u r y W I— =v n 0 1 � � foo'' o---it---- mTers3 ��---1C? N o i i L ' I p " }OSQ526 G J n a I I I GARAGE -I I iOR•, ��, LLJ I I Ro . uLLI i'ter m I creePawrrr caxA�Fwoe) - ES_1 I I of farm I I © _ II tr I �Fnn r -A GFI � GFl I(1 I •__Prete-' I 0.G rr) •a EKG 0 I I g m 00 tw I L---------, Y1 I j IL m rI STUDY I ' ' L__M I R — GFI i I t i I GFI XL m 0i ti { o0J � ri ;I' i i I I FOYER ' GFIQ p V K '? b IL L c �L� a 50# LIGHT BOXES P ALL BRANCH CIRCUITS SUPPLYING 15 AND 6'-33006TU r�III 3'-tssaBTu 20 AMPERE OUTLETS, AND SMOKE SS3 DETECTORS IN KITCHENS, LAUNDRY RMS, m BEDROOMS, FAMILY-ROOMS,_DINING ROOMS, to v ; -LIVING-ROOMS.n-PARLORS,-LIBRARIES,=DENS:-. BSMT"PAPA i' ' _.. ADD,L _ _ D_- SUNROOMS, RECREATION ROOMS, CLOSETS, BDX I rn=m 0 w� HALLWAYS, OR SIMILAR ROOM'OR AREAS I SHALL BE PROTECTED BY AN ARC-FAULT I I I CIRCUIT INTERRUPTER IN ACCORDANCE WITH I SECTION 21 D.12, 2014 NEC. I I r I ALL 125-VOLT, 15-20 AMPERE RECEPS m INSTALLED IN AREAS SPECIFIED EY 210.52 L ------------------------------------------- € - .. SHALL BE LISTED TAMPER—RESISTANT TYPE W N N N UTILITY, RANGE, DISHWASHER, AND LAUNDRY GFI RECEPTACLES TO BE ON AFCI BREAKERS < o mo 4, W ALL EXHAUST FANS SHALL BE VENTED TO oro 0 EXTERIOR GREGO 8/20/2018 6:27:37 AM 4 .01 \ 'THE PLANS AND SPECIFICATIONS OF THIS,-PERMIT-PLAN SET ARE DERIVED=FROM AND ,4 CONSISTENT•WITH''THE SYSTEMS SET OF PLANS,�`AND SPECIFICATIONS APPROVED-AND ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY-9,.2018 Lo UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020'`•- fn Ln WARNING: IT IS.A VIOLATION OF THE NYS•'EDUCATION LAW ARTICLE 145 FOR-,ANY-- PERSON, OR-.ANY_PERSON, UNLESS ACTING UNDER THE DIRECTION,--OF A LICENSED PROFESSIONAL =O �i y - ` ENGINEER, TO ALTER THIS ITEM;-IN- ANY WAY. cc _77 - W - j J 00 U O y O O _ .ry I t V-sSoaBTu Y-sesoBTu - _ - - Ln F 2 z c" a- F_ J i BEDROOM #2 BEDROOM'#3• _ I - - - z a O o o I I Q Oin tr] � I I z O , L-- o UN CLO `-QF,�� _> CLD - IQ o / I BATH #1 FL n t UJ O n o (v} I I I Fv-��-1i KSL 1 —---------------------------------------- _j i t U,� t1 FV-05 -t I I • --� III �Q'80'5` "5BATH2 FUTURE ELECTRICAL PROVIDED ONSITE a IBY i�t pj OTHERS PER STATE AND LOCAL CODES AND CN _j r-S S INSPECTED BY LOCAL AUTHORITY HAVING Lv JURISDICTION. U?UN i I ; .• 2xB L--,�----- II PLRL i q0q -------------t r------------ ATPC FOR I I VARE '-1100BN '-` I I C �t ®aTnc su p �I I I N t5 e1 6 I I co � Q I m I I Nn ---------------------N Z �- BEDROOM #1 WALK-IN ' CLOSET 0 ---J iv ' a OLL J I D oz J � ! CoL -----------------------------------------J O U z d m I cn U W a cc N - 5'-050BTU 3'-1t350tTN .,, ! N 2 Q m O JG Q �a w, [ t M m co (' Q NN000 O : O\ o a o W GREGO 8/20/2018 6:27:37 AM 63 4 .2 - 1 R 'THE.,-PLANS,AND SPECIFICATIONS OF THIS PERMIT,PLAN SET ARE DERIVED FROM AND` CONSISTENT'WITH-THE'SYSTEMS SET;OF PLANS AND SPECIFICATIONS`APPROVED AND ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 } " L` " UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020' U1 51'-6' WARNING:;.;I,T,;.IS A VIOLATION OF THE-NYS EDUCATION LAW ARTICLE 145 FOR,ANY = a z N PERSON;UNLESS ACTING UNDER THE`DIRECTION OF A LICENSED PROFESSIONAL O N w` y ENGINEER, TO ALTER THIS ITEM IN ANY WAY. -7 04 j, C) LL-- o r ------ 1 U D ---------------r- CL!f3---i -u596rovr13s-------------- V o cm a. I ' z 7 I I I 2a'-9" H pin OL_ ___ ________________________________-- ED -- . a 1265 PIF io _ Z I, _r---------------------------------------, E5Q y fm m v o ' I 3500# HOLD-DOWN DEVICSUPLIED E I I ON-SITE BYNBUILDERD I I 00 I I 1 I I I I I w v I � $ I I I I I I ynl � r i I I I j I sa�n I I I I I i I I 0 z U:-a ° I I-- _j I v o A. CL San POUNDS _ ---� --I I c c (11 Q nQ ^ I 1" a�rn ooumaes I I m Mw SPNDMSUPPOSI I I SM POUNDS I {n Q 61"POUNDS X-4 1/40 , 1 » ON I � I GARAGE SIAB aa® 3500# HOLD-DOWN DEVICE j T °F SUPPLIED AND INSTALLED I I N N I I ON-SITE BY BUILDER I I I I I -----------J I En U-.1i I L-------------------------- 1 o I 1265 PLF i z o --HOLD-DOWN DEVICE N I (-- - -- f1 j v j SUPPLIED AND INSTALLED = I ON-SITE BY BUILDER I I L B" MINIMUM CONCRETE WALLS I Poll L -4__________________ _____ __________________ __J FOUNDATION TO BE DESIGNED BY A LICENSED NYS DESIGN PROFESSIONAL WITH -___„_... _•I. _ KNOWLEDGEvOF_LOCA_L>SAIL_CQNDI,TI_,ONS., �THI-5 PLAN J5 QNLYaMEANTT�.�_,y t __ �_ „ _ ` ""` I COMMUNICATE THE DIMENSIONAL- AND LOADING INFORMATION TO THE DESIGN Q in I I o PROFESSIONAL SO 7HE- FOUNDATION, DESIGN 15 COORDINATED WITH` THE o' I PORCHAREA ,; REQUIREMENTS OF THE-MODULAR BUILDING. THE DESIGN 'PROFESSIONAL TO ADD I Yr . ALL PORCH AND OR DECK FOOTER SUPPORTS ON THEIR LOCAL APPROVED PLANS. M co 00 L-------------- ----------J FOUNDATION DRAWINGS ARE BE USED AS A GUIDE ONLY. --------- --___-_-- PROFESSIONAL BUILDING SYSTEMS WILL NOT ACCEPT ANY ¢ N N m 0 LIABII ITY OR RESPONSIBILTIY FOR INCORRECT FOUNDATIONS. o o`o '2 rl GREGO" 8/20/2018 6:27:37 AM o Q h NOTES: 1. PERIMETER RAIL ATTACHED TO SILL WITH 16d. NAILS AT 6" O.C. 5. MAX. ANCHOR BOLT SPACING: 6'-0" O.C. 2. PIER FOOTINGS BASED UPON 2000 PSF. ALLOWABLE SOIL BEARING PRESSURE (4'-0" O.C. MAX. IN AREAS WHERE WIND VELOCITY IS C@ OR EXCEEDS 100 MPH VASD/130 VULT) 3. CONCRETE COMPRESSIVE STRENGTH: 3000 PSI 6. WINDOWS OR VENTS (INSTALLED BY BLDR) ARE REQ'D. TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION' a 4. M OR S TYPE MORTAR TO BE USED AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. a =' - R s 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE.DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND CC) ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 to UNDER SYSTEMS NUMBER M013-2016-467. EXPIRES JULY 20, 2020' Lo WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145,FOR ANY = a z N PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED`PROFESSIONAL o ENGINEER, TO ALTER THIS ITEM IN ANY WAY. _. p. Y -N •• RIDGE VENT J C ASPHALT SHINGLES W/SELF-SEALED STRIP SHALL U O O COMPLY W/ASTM D225 OR ASTM D3462 MFR.TO FASTEN ` LL- W/5 FASTENERS TO COVER ALL WIND AND HEIGHT REOUREMENTS ::) // \\ 150 raT PAPER O U) F z d1 - U S w h „7/16,RATED OSB ROOF SHEATHING 9� Tk� t ~ U w ICE SHIELD EKTENDING FROM THE EAVES,EDGE TOA 9(12 RAFTER ROOF®16'O.a - Qi _ POINT AT LEAST 24'trJs� r• ,!� __ THE ETRERIOR WALL LINE OF BUILDING R-33,+R-19 FIBERGLASS WSIAATION W/VAPOR BARRIER -. co R-38(R-32 COMP.) � Y Alt SPACE PROVIDED 6YeBAFFLES FIBERGLASS INSULATION - � --" 'a_ 1 O_ �- a- n AT EVERY-OTHER RAFTER - - W/VAFOR,BARRIER 1� I�1, ¢7 SPACE ALL RAFTER MODELS �, _ �' 9 z o A`>BwM19ia'urd FF"sas�"� io 052,. <C. m a �9 o MNYL VENTED SCFRT s/B'GYPSUM C.EIUNc SHEATHING3°COMPRESSION STRIP ,Y •�-y .ESSi. _ DOUBLE 2.8 TOP PLATE(SND GRADE) SIL SHEATHING: 2x4 DBL LOP PLATE(STUD GRADE) NAIL w/Bd NAILS1/2-GYPSUM WALL SHEATHING R-21 FIBERGLASS INSULATION W/VAPOR BARRIER 2x6 STUDS m 16-D.C.(STUD GRADE) + w w 1HERU0-PLY STRUCTURAL SHEATHING OR 7/16'OSH WATER RESISTIVE BARRIER �- y n 2x4 STUDS 016'O.C.(STUD GRADE) 7/16.OSB EXTERIOR WALL SHEATHING _O t7i dLL m U 2x4 SINGLE BOTTOM PLATE(SND GRADE)- F- QL LL( 2xB SOLE PLATE STUD GRADE U I L O +� SINGLE LAYER 3/4'OSB FLOOR SHEATHC) w C) F-m Z FIELD INSTALL SHEATHING STRG'TO BE FASTENED Z .... V200 SPFg2 0 16'D:G - 0U N S 2.10 PER BAND W/2X5 CLG JESTS 016° DO ♦v V) rm a_li R-30 FIBERGLASS INSULATION ATTACH TO PERIMETER r r1 NFLRFLODR 3°COMPRESSION STI?JP '�'1 v) U) DASTEEND 5/8'GYPSUM CEILING SHEATHING (f) m O DOUBLE 2x6 TOP PLATE(STUD GRADE) i PERIMETER 3 8'X10'LAG SCREW 0 32' TO IST FLR CLG 2X4 DBL TOP PLATE(SND GRADE} / R-21 FIBERGLASS INSULATION W/VAPOR BARRIER O.C. ALTERNATING SIDES. PERIMITER w/)fid NAILS 1/2-GYPSUM WALL SHEATHING LAG MUST PENETRATE 1. OF 0 16, D.C. Tx8 STUDS O 7B'c.c. (STUD GRADE) INSOE PEROAEIER •', THEND-PLY STRUCTURAL SHEATHING OR 7/1C OSB WATER RESISTIVE BARRIER 00d ca toH>; 2X4 STUDS 0 16'O.C. (STUD GRADE) a HY 7/16-06B EXTEWOR WALL SHEATHING N ' v 2X4 SINGLE BOTTOM PLATE(STUD GRADE) e 4 2x6 SOLE PLATE STUD GRADE a m SINGLE LAYER 3/4.058 FLOOR SHEATHING FIELD INSTALL SHEATHING STRIP TO BE FASTENED z TOP OF SILL PLATE m 10 SPF 0 16 CLC FLR JDI CAULK IN-FIELD f t B'MW R-19 FLOOR INSULATION TO COMPLY WITH RESCHECK L.i6�osL 2x10 SYP/2 PERIMETER BANDS(PER MODULE) 9 AND INSTALLED ON-SITE BY BUILDER 2x2 LEDGER OR JOIST HANGER(mmLU28) m 2x6 TREATED SILL PLATE 7 1/2'MW DIA.STANDARD J m STEEL PIPE COLUMN PRONDm m p p J 7 { 1/2'OW z 17°ANCHOR BDL75 WITH 15' BY GUIDER CONTL2ACTOR EMBEDMO9T IN CMU AT 6'-d MC. 1/2'CONCRETE EXTERIOR PARGING F- U¢ 0 f� Y COVER W/BIIIJIJINOUS COATING 5/8-BOLT 0 48" O.C. OR F 0` Of ,I NAILw 8d NAILS INSULATION WHERE PERMITTED. W ¢ s ®/' O.C. OPTIONAL BASEMENT WALL 3 8'LAG ®32° O.C.. rn c E ALTERNATING SIDES e (LAG MOST PENETRATE 1- Z O FOUNDATION WALL BY BUILDER i 0 PLANS ENCWEI RED FOR INTO LAST MEMBER) k W TD 12°THICKNESS ' U i m ci W ON-SITE BY-DTHERS_= _ _• __ - _ O- 3 U1 L� no ; Z - 19 ROAR CONTINUOUS LL- - ` OZ °•o -, °• ° °-. ° ° ° µ, ram 4"PERFORATED OATED BYNaTILE x m CD j .a °4°GRAVEL BED U 4 MD_. POLYETHELENE VAPOR BARRI W p 11 w 11 a '..+ w��',t, '.wc` a�, + 12' CONCRETE FOOTING BY OTHERS - - z /[,� ?. Z *FOUNDATION IS "TYPICAL". ACTUAL FOUNDATION TO BE DESIGNED BY SITE ENGINEER $ I 0 A GO Do co `TOE NAILPERIMETER �5I 1111 FW- �j N N N TO SILL PLATE co ¢ N N DO � a/16d NAILS ®6'D.C. W GREGO 8/20/2018 _ 6:27:37 AM p p 0 ; ;i 4 � a 6 . 1 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET (IF-PLANS AND SPECIFICATIONS APPROVED AND- - - ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020 N WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW`-ARTICLE 145 FOR ANY = a z � N PERSON, UNLESS ACTING UNDER THE DIREC71ON OF A LICENSED PROFESSIONAL o ENGINEER,--TO ALTER THIS ITEM IN ANY WAY. Y N O O U Lei N co Z � � o RIDGE VENT - F U S [j, D_ U J ASPHALT SHINGLES,W/SELF-SEALED STRIP SHALL z` > !� \` COMPLY W/ASTM:0226 OR ASTM 03482. MFR.TO FASTEN c^. -L,- ! - W/B FAsTgaER.S TD COVER ALL YdNO AND HEIGHT REQUIREMIENTS Q Q = O R-38+ R-10 F20MASS WMLA71ON W/VAPOR=BARRIER _ r p��� -.-- � r7� ~ z 2 -- - .- - _ ="��:. - ,� ^.tC-�_,._- -s•����9•'_ � 'F. rte-, R-21 FIBERGLASS INSULATION W/VAPOR BARRIER a N I'PIR SPACE PROVIDED BY BAFFLES EVERY RAFTER SPACE 9 g 12 R-13 FIBERGLASS INSULATION W/VAPOR BARRIER d ({1- ' fi { m m 12 ON-SITE AIR BARRIER Fp Q8Cf52 ICE SHIELD EXTENDING FROM THE EAVES ED12/12 RAPIER ROOF LA 1S-CLC. TO � O POINT AT LEAST 24'INSIDE _ _ -THE EXTERIOR EXTERIOR WALL UNE OF BUILD= �cu rQ R-36(R-32 ODMP.)FIBm 2•AIR SPACE PROVIDED BY BAFFLES WW//VAPORS INSULATION to r AT LIVERY OTHER RAFTER SPACE ALL RAFTER MODELS 2k6 SUB-FASCIA�� O Lu � m VINYL VENTED SOFFIT _ 2 P 3'COMPRESSION STRIP 5/8'GYPSUM CEILING SHEATHING v = o z v DOUBLE 2x8 TDP PLATE(STUD GRADE) ^'�Z N 2 V 0 g F- -2x6 S STU05®16' O.C.(STUD GRADE) (n cc WATER RENSTNE BARRIER m 7/18'OSB EXTERIOR WALL SHEATHING 2x6 TREATED SILL PLATE 2ffi SOLE PLATE STUD GRADE N (� O CAUIH IN-FlL1D 9NGLE 2x8 BOTTOM PLATE �} FIELD INSTALL SHEATHING STRIA TO 6E FASTENED m U --------------- - 2x DUMsIAtTE ----------- _ _ 2x DONNA E CAULK IN-FIELD 70P OF SILL PLATE (�J //////�����, •t B" MIN. --------------------- 1/2'CONCRETE EXIMOR PARONG COVER W/BTRIMWOUS COATING f? �1EMPORARY FRAMING--- OPTIONAL eoudmr WALL WSULAnm UHERE PERNTIED d m �• a FOUNDATION WALL BY BUILDER PLANSzmmmqymm ; �4 UR.POLYEIIIELENE• - _ GINEERED FOR B'TO 12"THICKNESS m VAPOR HARRIER 4'GRAVEL BED 4 PERFORATED DRAIN TILE I 4'CONCRETE SLABOGUryTpO��1Y m +I 1/2'DUI x 1Y ANCHOR BOLTS NTH 19' SqL(IYPICAL� A REBAR CONTINUOUS I� EMBEDMENT IN CMU AT 6•-0'O.C. F0071N0 ON-SNE 8Y OTFI 0i L, J I'� o _j � i Q U` I S/L SHEATHING: N0- w G' t l NAIL w/8d NAILS Of 0 2'D.C. F U z' = -' - -' *FOUNDATION` 'IS "TYPICAL": -ACTUAL FOUNDATION TO-BE SITE--ENGINEER "' -= - - x- ¢ =m n '` o I if if oD m m O O O - TOE NAIL PERIMETER � N N N co TO SILL PLATEo w/16d NAILS 0 6. O.C. p o �o Q N GREGO 8/20/2018 6:27:37 AM o a o a 6 ,62 = LO �. rf) LO O N . - es C) LL O N r O � o � C) ,= r SHPL04SE(2)3/4"x-5 1/2' j U Of a ~ STRPS PACK RIDGE AS NEEDED "F p� An �lNEr�J/ J 2x4 •�� �f - Z O o 29 n �° ,w g y O, ;,. T r� o o o 2x8 SPF#z dFESS1�� ^ wl ip i W I m 12 GNU x?Vn { Ji 46 10 N U W-D' ((y�y�� m W N WO sPF#z '� m t U3 s tz o f �1 a �-{ a o � o n 7A- .01 r_ f LO - m LO / 2f 0 i . \ 7 / mK� m344"x5122" 2 R s PSPACKmDGE enEIDm / ( ¥§ E E / I q ? § ^ u . _k / - © n 5i 2 / §` - 2 : A 15 _ 5 ¢ 2K4 _ ^ ` �%® - »z . tj & § � §/ _ 2A S 92 >- K §\q �C-,J � ■k( < �CD --�J, NEC . ]] . § �. N W 9E � 12 cn p M O:f U LL- § £ B ¥ < § \ ƒ � 7 ccm ■ ; _ x ; a. ' } . ee � o, 5--g- WO g \ , _ ) WQF92 22 ] < e V-9, y� \ / o \ / LI] ƒ ,l � / / - \ 7 .62 \ . / _ 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED-FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND to ON FILE WITH THE DEPARTMENT OF STATE,-WHICH WERE APPROVED ON JULY 9, 2018 f0 7EmmISIM HR � UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020- (n } to WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY = Q z N PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL c4 HDR 3-1 1/2' FfOfC3-j,1!2' �s �y y pjNI W C3 ENGINEER, TO ALTER THIS ITEM IN ANY WAY. �' =11 LVL X 11.25 LVL ffiA111a 17BI 9o0D 5665 S z F Pb 7f�RATE M NEW WIN 190 0%or Im mmQ CRICKET FASTENING N - FASO SIEAIHMI 0 EABER S1D1 El CmtAR1®t iFX sxuTxnn To TEAOEB Blm ID CMIXON CR � B1®s rn°mo�lHE mp) nl � - o :.� I•-""AH=Tau KALB w r-em verasn�e smw GtuvoGt®Eau pus>p 7 oro PArmal a5 awl �urn or HL ME 0 NOW > HEM"m dM-STUD SMAP PER p Esozmas ro aac snn snip PEe uaE MWOM au Toa r a e 2 5 U O N O IES OF,W.=QPP.SIDE OF Boma BOTH 9DE9 CF aPE1m ami sm or SfTADNm S11LIIa11AAL PAIR o m (®-WA4-10d MUE,1' im-VA4-wag tam ISS R031M H sTFATHND 2X4 FND TYNE RAFTER SPANS ®1fi" O.C.OCp o i� !RL DB.34 FRABOa�'TM IATL 4'1100E IGH.EE 2X4 FZWNS t�Yw WIN r 7oIX �, o PER TABLE 8802 5.1 1 U y r SIMUCIUM PAIR SEUHRC UTH AD 0301014 IR =d STTuuPE L FRIEL SHIDUH O 10111®LILB C.R � 77RaFL FtmAL c� a SIZE & GRADE SPAN < V) ED MYAWED BU MFRS AT RMINIL AND RM TV. CALYUDan BIN NABS AT RBDDIO,'A0 BUS)TV. CmJSIBmD� � � Hfl.Laa:m GF valva FE71 tGaz I�I7Ltaa Im1.LEJ6111 IF vx�lL PEE aeP Imatas 10i1.Tom. F85f 2x4 SPF#2 W-5" 0 INE.3M LL some TYPE HOED-OOWLS(BEDDED Nm BOL 3:DD 1a MPA-M HMD-UM(HDFmm Rm - RES tl � 2x6 SPF#2 14'-4' _ a rn arcwm 0X0 IBaiEa am FRARALT - Datiaem am ma rum numma) - BRQ 2m d W xAa SME Puff 10 JaST --------------------- U = - PFR ME Rm1) p 2XB SPF�2 18'-2" � Lo, _ - - - - - - - APPROLEO BA,A OR BR�OSf `` - - F- . 2z10 SPF#2 22'-3" � J < O) BwItRR- "' Ltn(q mLAivR uFL p) a. 2x12 SPF$2 25'-9" N -a' o ' ANOIOR 0475 BLSTAUID ANONR BODS HSNLRO ABfROB BOLA'BSmaIED - _ z I PER SECOON R40315 WDI FBI 9CWH Rg6115161O1 PaT SL71ftT R4ula®01 _ kll.l MAIN ROOF U Q = d 7a'.r PLATE WSHER Y.Y.'ISAIE W51M 7.Yk•nm wam - rr��3- FACE RABID FASCIA TO'IDCE - - I) S TO VALLEY PLATE TOE NAIL 4-160(36''x 21357 NAILS 00_ NAIL 4-IBd(3.6'=a1J5'}NABS a FACE PAUL 3-164(J5•a 0.1357 MARS H- =ACE NAIL 3-160(35'X 2135')NAILS SEE TABLE R9022(1) fA EE TRIBE 11602,30) tq ,2 z o�3 TO 12 IZ u) a zTo RAFTER SPAN 6'-0* m 304--D•To '- VL A C L TOP LOADED FASTENING •� �_ B A C D O G 1�. t• G -c L�0 m 9 I— 7F -;, LAIERAL MUM MIMM FM L%L tEr _ V} Q w L;3 Atm O+EI41F8 TAC1FIlING RFMORMFB75 FOR HNL7IPI F PLY LLL BFBRTR4 � 0 p jt lA1FRAl.HiAO661317QXm FaA BA 18• - A®[MIEN - [ IrlPL BAA�IE PL! ^'t•� 20 LA OaACRg ISN t 2-AND}PLY MUMERS: NOTES `V r+ a L� Bev¢ EMH 12'OR LESS x 16'MOSER REARS. -FOR 1.75•TIM MEMBERS•USE 0.131'x35'MARS IN PLAN' Z 391W MADS USE(2)ROB'S OF 0.131•xS'OARS 0 6.0.F OF 2131 xr W&S. (n 0 rA®® SE.A1®o 14,16'-OR 1B'.15'( BFAMS -THE FOLLONX SCREWS ARE APPROVED FOR USE IN I-- I USE(3)ROBS OF 0.131-d3'RAILS 0 r 0.G CNECTING MaTIPLE PIKS OF LVL• m U r sOaram -SIMPSON-SOW WOOD SCREWS �sNEA1N,A N 20'USE LIR 24,=1-5°MEMBER BEAMS: W I ee• •'L' USE(4)ROPE OF 2131'=3'NAILS®B°2G �gs{{�00 S�Q2E9 S�� I L � • a_•_ _ S as a 4-PLY LESSEEES: -IF THE FASTEI4ER POM PENETRATES A IUMMUM OF 75%OFASFER 6 --- L 1B'[R lE✓5=15'MEMBER REAMS. THE 4TH FLY OF THE BEAN.THEY MAY BE APPLIED FROM ONE 0- j I USE(2)ROWS OF APPROVED SM&NS®24°0& SUE OF THE TEAM;OI IERYISE,TFE FASTEIU&MUST BE m L 16°TO 24•x 16 MEMBER BEAMS: APPLIED FROM BOTH SIDES AND STAGGERED- i USE(3)RODS OF APPROVED SC IS 0 24"OZ -LOAD MUS(BE APPLIED EVENLY TO ALL 4 PUT$OTIM SE, ' NOTE: NEW YORK STATE: SUBSTITUTE 209. STRAPS FOR 26g. STRAPS0 USE 01NNECTONS FOR SIDE LOADED MEMBERS G -FASTENING SPAMS 6 FCR EACH ROW STAGGER SPACING G C B A O BETYM ROWS OF FASTENERS. B A E pMAg-- d B=1 =12-16d NAILS 0=2-8d NAILS E=2-16d NAILS A=2-16d NAILS C=2-8d NAILS E=2-16d NAILS Od NAILS ® 17-O.C. ALT: C=1 1/2"X26 GA F=10d NAILS ®17"O.C. ; _G) `Q Ffi 0 ) B=10d NAILS 0 19"O.C. ALT: C=1 1/2"X26 GA F=10d NAILS 0 19"O.C. RIDGE STRAP W/2-10d �• -�- * � o o RIDGE STRAP W/2-10d NAILS EACH END Q NAILS EACH END D=3-16 GA. STAPLES M=1-2D GA. STRAP W/ r 4 LG o u� DL D=3-16 GA. STAPLES M=1-CS20 STRAP W/ 6-10d NAILS EACH END n y LLI v) v W LL I 7-10d NAILS EACH END ,-O Ir ]1 OR 7-16D THROUGH ' 10-16D THROUGH G=4-16d NAILS J=2-6d NAILS DECKING EACH SIDE (� G=7-16d NAILS L=3-6d NAILS DECKING EACH SIDE H=2-16d NgILS K=5-16 GA. STAPLE H=2-16d N IILS K=12-16 GA. STAPLE 1=6-10d NAILS (26g. STRAP) L=15d NAIL 12" O,C,(ON-SITE) 1=fi-10d N LS (26g. STRAP) L=16d NAIL 12" O.0-(ON-SITE) 1/2" BOLT 9OFESSfdN� - Z: ds! -ElOrTM J Q vv m (D G J H o �� H -_ - - - - - - - I mmm 0 0 0 4 M K © (BEAM STICKS UP IN ATTIC) N`N &-Z © (BEAM STICKS UP IN ATTIC) (2) 16d NAILS TOENAILED THRU B.C. INTO BAND PL ¢ NP p ma` •EXTERIOR AND MATE-WALL UPLIFT CONNECTION: (3) 16d NAILS TOENAILED THRU B.C. INTO BAND PLUS (2) 16d NAILS THRU SHEATHING INTO BAND AND STUD. o 0 o m 1 (2) 15d NAILS THRU SHEATHING INTO BAND AND STUD. NOTE NEW YORK STATE; SUBSTITUTE 20g. STRAPS FOR 26g. STRAPS GREGO 8/20/2018 6:27.37 AMOR 1 ;= v _ J t= 'THE'PLANS AND SPECIFlCRTIONS`OF:THIS PERMIT PLAN-SET ARE«,DERIVED,-FROM-AND -CONSISTENT WITH THE SYSTEMS SET-OF PLANS ARID SPECIFICATIONS:APPROVED ANO ON FILE NTH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 Lo UNDER SYSTEMS NUMBER M013-2016-067. EXPIRES JULY 20, 2020- N WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY = a z N PERSON, UNLESS ACTING UNDER THE DIRECTION,OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. rn rn U Ya N �• 00 # O Li-LLL_ N r � _ co IL J IVQt"T.. .r - cn � Hpl'WAIFBIIl� - -- Gilt i - F- Q g B - _ ............. - t —j - zO 0_ ED DRAW IINE Ot n g 0 U) vFxrimIrF- —6/ m z ix g ' I III I 3/4-- 1374 i 3'4' elf t17 BK :o =0,80526 M m. SS0 Z) , L uo ca e ,IE rouintsa sW- *• liko I _ 10II•IDFIR I I 1 1 1 l I i I hl LL� O J 9 1 Q U U j E:ui IL 4, II I I p m �+ I 3' I I 1 I mmm y_] I _ L_------------------------------------------J NcNZZ, w Q N N m O GREGO 8/20/2018 6:27:37 AM w 9 ,61 .. - a kt� `THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 201E } UNDER SYSTEMS NUMBER M013-2016=067. EXPIRES JULY 20, 2020' U) to WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY = a N PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. � � W 0 N 1 a N J � O U LL- O a z M F L o D_ (n � Z 7 IIM WA1F8IDHIi _ O Q O U = z ODI])WA7t ILM O cL w DRAWUM �1�!•t�l�l� 1HRVAOOF --------------------T _ ro m a 3 0 701FINE In to r- F, - Y=` � Q �mvli 2e" VrlII . f-mm d LL lIiRVROOF 3 q' 3 1 2 !I -----------� 2"p ``I I O J _ Fi I 3i4. 3' 1 ------ I I 1 I 00 70 I i __J Q zuz0 t� I ------------------------------------ 11 U j 0- 111 Q j I m _ LL�� ,i 3 w J 0 i mo ODmCIO O O O co NNN� Q N N m O l GREGO 8/20/2018 6:27:37 AM o o w Ir`1 9 ,02 1 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND-SPECIFICATIONS APPROVED AND cfl ON FILE WITH THE DEPARTMENT OF STATE; WHICH WERE APPROVED ON JULY 9, 2018 } L0 UNDER SYSTEMS NUMBER M013-2016-467. EXPIRES JULY 20, 2020' N WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY = H Lfz CV PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL o ENGINEER, TO ALTER THIS ITEM IN ANY WAY. �' 0 V? U J � U O z F a Door And Window Schedule TYPE QTY DESCRIPTION RO DIAG SQFT LIGHT VENT U DP SHGC EGRESS � U _ o Exterior Door 2 A Thermo Tru 3068 Glass (Under 50% Glazing) 38 1/2"x82 1/2" 91" 22.06 5.15 19.7 0.27 X C Masonite Fire Door 2 8 33 1 2x81 1 2" 88 1 8" 18.96 0 0 0.21 X a o H Exterior Door 1 / / / / _ o � --Exterior Door 1 Q SILVERLINE 6'-.0"x6'-8" Sliding Patio Door-5800 SERIES 72 1/8"x80 1/2" 108 1/S° 40.32 31.72 14.97 0.28 0.25 X s a N g 2668 Interior Swing Door 32 1 4"x82 3 4" 88 3/4- 0 0 0 0 m z Interior Door 8 ( ) 9 / / / Interior Door 1 (2668) Interior Packet Door 32 1/4"x82 3/4" 88 '3/4" 0 0 0 0 Interior Door 2 (2068) Interior Bi-Fold Door 26 1/4"x82 3/4" 86 7/8" 0 0 D 0 (n Interior Door 2 (1668) Interior Swing Door 20 1/4"x82 3/4" 85 1/4" 0 0 0 0 � CL Q to.4 Interior Door 2 (2668) Interior Louvered Bi-Fold Door 32 1/4"x82 3/4" 88 3/4" 0 0 0 0 O w � � Goov Interior Door 4 (3068) Interior Bi-Fold Door 38 1/4"x82 3/4" 91 1/8" 0 0 0 0 0-� Window 11 3 Silver Line Vinyl Double Hung 3046 38 1/4"x57 1/4" 68 7/8" 14.88 11.01 5.78 0.29 50 0.25 X o z Window 2 SP SILVERLINE Double Hung 2416TN Transom 30"x21 1/4" 36 3/4" 4.43 2.85 0 0.31 50 0.32 U 1 Silver Line Vinyl Double Hun 24210 30 1/4"x37 1/4" 48" 7.59 4.9 2.6 0.29 50 0.25 Window 1 y 4 / / SP Silverline Double Hung 24310-2 60 3/4"x47 5/8" 77 1/4" 20.09 13.32 6,66 0.29 50 0.25 0000 o d' Window 1 " cV � Window 1 SP Silver Line Vinyl Double Hung 2/0-3/0-2/0-4/6 89 3/4"x57 1/4" 106 1/2" 35.68 24.73 13.34 0.29 50 0.25 m : Window 2 3 Silver Line Vinyl Double Hung Twin 3046 76 1/4"x57 1/4" 95 3/8" 30.31 22.02 11.56 0.29 50 0.25 X fXN o •(�iO �Y ao f MAs fi 0 ` o" M IL � En U > M_ t 11J m ,j ' t � S d - -080526 : _ a = M 0 � ,a W 65E; Frf Q N N m aoo � GREGO 8/20/2018 6:27:37 AM t ® 1 S[ 1 Q a s