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HomeMy WebLinkAbout41752-Z oo�,5uFFQL/( G . Town of Southold 10/9/2018 P.O.Box 1179 a co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39941 Date: 10/4/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1670 Stars Rd., East Marion SCTM#: 473889 Sec/Block/Lot: 22.4-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/25/2017 pursuant to which Building Permit No. 41752 dated 6/21/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with pergola covered front entry and unfinished basement as applied for. The certificate is issued to Fernandes,Anthony&Jennifer of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0010 10/3/2018 ELECTRICAL CERTIFICATE NO. 41752 7/25/2018 PLUMBERS CERTIFICATION DATED 8/24/2018 ny FemVes r A ed Signature TOWN OF SOUTHOLD �ooguFFot,r�oy BUILDING DEPARTMENT y a ` TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41752 Date: 6/21/2017 Permission is hereby granted to: Schroeder, William 7966 E Phillips Cir Centennial, CO 80112 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1670 Stars Rd., East Marion SCTM # 473889 Sec/Block/Lot# 22.-4-16 Pursuant to application dated 5/25/2017 and approved by the Building Inspector. To expire on 12/21/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,936.80 CO -NEW DWELLING $50.00 Total: $1,986.80 Buil ector 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). y 3. Approval of electrical installation from Boardof Fire Underwriters. 4. Sworn statement from plumber certifying thai the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property:Zlv �d %'�'u'S' � �� �dP.�� A e"d;&-'l /f /l/F House No. Street Hamlet Owner or Owners of Property: �/���� ��� A�G110V- A1Z(5_r Suffolk County Tax Map No 1000, Section o9,02 Block Lot A:� Subdivision_I�P, �&X'64`D wa,0;bS Filed Map. Lot: � Permit No. 4t"2 5 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature l pF SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 .c��y� N �� roger.richertt town.southoId.ny.us Oi'JNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fernandes (Schroeder) Address: 1670 Stars Road city,East Marion st: New York zip: 11939 Building Permit#: 41752 Section 22 Block: 4 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt Ceding Fixtures 8 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 200A Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: "Modular House" - Inspected By New York State. Notes: Basement Fixtures- Well Pump, 31- ARC Fault Circuit Breakers, 1- GFCI Circuit Breaker. Inspector Signature: Date: July 25, 2018 0-Cert Electrical Compliance Form.xls S Town Hall Amex Telephone(631)765-1802 54375 Main Road 6 -1) �76579M P.O.Box 1179 p � L= Southold,NY 11971-0959 OCT 2 2018 BUILDING DEPARTNMNT TOWN OF SOUTHOLI) C-DIF 7i?T. CERTIFICATION Date: Building Permit No... �//ZS-_� - 4v-0f ) Owner: lease print) Plumber: A-VIIX d*K_ A6"- w-IMT r4_k)6 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plu Iggna Sworn to before me this day of 20--ff— /Vo v v Notary Public, =County JONES WING ON CHAN NOTARY PUBLIC-STATE OF NEW YORK No. 01CH6324921 Qualified in Queens County MY Commission Expires May 18, 2019 1� Y ��OE SOUl�o coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ FOUNDATION 1ST ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK t �t�1��✓ C 0 oy �v✓� is bwo vdx4 . InAl UA. DATE INSPECTOR �� Y ��pE SOUIyo ��y00UNT'I,a� TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU ) [ ] LECTRICAL (FINAL) REMARKS: s DATE INSPECTOR SO(/jy �o� olo N O cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-15®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ rFRAMING NDATION 2ND [ ] INSULATION [ / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: IVA 01�\/ tV� fw�I Lwv\ DATE 101*504e ANSPECTOR SOUIyOIo �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION' [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION -- [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1Ai,&Acep&t�> 1 DATE I I INSPECTOR � ��OF SOUIyo 000M'1,0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [VjeROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU H) [ ] ELECT L (FINAL) R ARKS: t � Dt/ V014 DATE INSPECTOR �o��pE SOUTyO� N o TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) REMARKS: • \ V kwiva& DATE INSPECTOR OF SOpTyOlo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 �4 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL Alb [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING ` REMARKS: - q&t2vc--- �QWA09& Y ; � • ArM U( f eve �yrs, ra , Q OCAVWe, k0nkp; 404S wroloo" Mt,rv% �wpo� Ayt .P qp4foo'o*A, DATE INSPECTOR SOUTyolo # l� �v TOWN OF SOUTHOLD BUILDING DEPT. 765-1802, INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 2�/� INSPECTOR ho��OF SOUIyo� * TOWN OF SOUTHOLD BUILDING DEPT. `ycouHr+��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL /yi6 Rf [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 00 r0 �✓ o GA O� v , DATE INSPECTOR OF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. Comm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IWULATION [ ] FRAMING /STRAPPING [ FINAL 74k� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING C�vmd,,_ REMARKS: L 1, :Ijz O&vb 644.9�- A) ;W NAG WdPA ctft/ 0 rvr DATE �'� INSPECTOR f Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test: 1670 Stars Road, East Marion NY 11939 Test Date: 8/8/2018 Building Permit#: Compliance Pathway: Prescriptive Testing completed by: Christopher Silvia RESNET Rater ID#: 4150294 Home Energy Solutions Inc. NATE ID#: 187 East Main Street ICC ID#: 8417821 Huntington, NY. 11743 BPI ID#: 50021 631673-0664 Building Envelope Tightness Volume Calculations: Check if: Floor Area Height Volume ❑ Conditioned Basement Basement 1,843 9.3 17,140 ❑ Conditioned Crawl Space 1st 1,843 8.5 15,666 ❑ Sealed Attic 2nd 794 15.0 11,910 3rd 0 Attic 0 *The conditioned floor area of dwelling is calculated in accordance with ANSI Z765,except that conditioned floor area Total Volume: 44,715 includes areas where the ceiling height is less than 5 feet. CFM @ 50pa: 2167 Air Changes/Hour @ 50pa: 2.91 Code Compliance: PASS Duct Tightness : Post Construction Test -Total Duct Leakage System #1: Duct Location: Floor Area: Leakage: CFM @ 25pa: CFM/100 ft2 CFA: Code Compliance: N/A System#2: Duct Location: Floor Area: Leakage: CFM @ 25pa: CFM/100 ft2 CFA: Code Compliance: N/A System#3: Duct Location: Floor Area: Leakage: CFM @ 25pa: CFM/100 ft2 CFA: N/A Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2015 IECC as amended by the 2016 New York State Supplement, Section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by the 2016 New York State Supplenment, Section4033.4 Signature: "� Date: Christopher Silvia, Home Energy Solutions Inc. IHEA 1114 KYNENE " THE EVOLUTION OF INSULATION INSULATION CERTIFICATE This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006 111C-N1101.2,N1101.4,N1101.8 2009 IRC-N1101.2,N1101.4,N1101.8 2012 IRC-N1101.3,N1101.7,N1101.12 The following spray polyurethane foam product(s)has/have been installed. 0 LD-C­50 0 LD-R-50 O Mb-C-200 0 MD-R-200 0 MD-R-210 0 Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s)has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness' Attic Area R- at inches Sloped Ceilings R- at inches Walls(location): lExterior Walls ; R- 21 at 3 � inches Walls(location): Band Joist _ j R- 21 at inches Floors(over an unheated crawl space) R- E–:= at inches Crawl Space Perimeter R- at inches Basement Walls R- �_ —�f at �V inches Other(location): F _i R- at inches 'Nominal thicknesses are representative of field,spray-applied foam material. Jobsite Address 11670 Stars Rd East Marion NY 11939., Date of Insulation Installation September 6th 2018 Building Contractor INorth Fork Drywall Insulation Contractor ,Cary Insulation Insulation Contractor Phone, (61 31218-9350 Installed By William Kriz INSULATION CERTIFICATE DO NOT REMOVE Please post near electrical panel. ICYNENE Inc. 6747 Campo'bello Road,Mississauga ON L5N 2L7 Canada ICYNENE.COM • . r ie- uai'� x r ^c _ '4Y.<' c°t;•' 4t1F: fopi3n I rig,RM r3l _ 170. l7lowl, IL vv isleMOWS 91 MiAM-NAMN" W~�f�(1 / 1 /`FAM NAM, > , IT-M, 'IA "".. ►a � 4!).. ful m M",,MA it h //wIIA PRANM W S A '4, IJP A �_ "1. I I` • .il � � org OF A �������"' ��A; �S�.:S�i,,►�'��a� .�'lJ�► ► �L"�. CdA � �►• , . - � �,.•-- � raw - . r n � r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATIOI CHECKLIST BUILDING DEPARTMENT Do you have or need the follow g,before applying? TOWN HALL Board of Health i SOUTHOLD, NY 11971 4 sets of Building Plans V TEL: (631) 765-1502 Planning Board a roval Al FAX: (631) 765-9502 Survey 3 SoutholdTown.NorthFork.net PERMIT NO. � Check Septic Form N.Y.S.D.E.C. Trustees /A -C.O.Application Flood Permit 4Zd / Examined ,20 -• r�� Single&Separate ' Storm-Water Assessment Form:;z Dontact: Approved �� 2 5 2017 20—F- MQY Mail to:p/, V Disapproved a/c B�TILLv TDEPT. Phone:&,(�.f/J Expiration '20 �WN QLD Buildin stcyo APPLICATION FOR BUILDING PERMIT Date , 20 / 7 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule— b. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval;of this application,'the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or,in part for any purpose what"so ever until the Building Inspector issues a Certificate of Occupancy. 11 J f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building.lnspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,.a'new permit shall be required. . ' APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southpld,.Suffolk+County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described, The applicant agrees to comply with all applicable laws,'ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections'. o (Signature of ap scant or name,if a corporation) T (Mailing address of applicant) State whether applicant is owner, lessee, gent rchitect, engineer, general contractor, electrician, plumber or builder 46791,17 Name of owner of premises �iJd�C�Nc�/1/UeP�I�ES ����NyF' ��/�/✓ep/UdSfS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer F + (Name and title of corporate officer) Builders License No.�/,1�'6_ �®.' Plumbers License No. Se L� Electricians L i c e n s e No. 9gw. omx 9lygr Other Trade's License No..S/,� ,�6 oaUl {1/1 'l."'L'oc'ation of land on,which`proposed work will be done: V 1:House-Number; ;v ; °.;,_Street Hamlet County Tax Map No. 1000+ Section 4� Block Lot l of ®��r Subdivision MAP o% Filed Map No. .SX/-S Lot ' t 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use,'.and occupancy il�G�,�/`' A 4A/Z b. Intended use and occupancy 6'Fi2AGE #dvs 3. Nature of work (check which applicable):;New Building , ' Ad tion Alteration Repair Removal' _Demolition (Description) 4. Estimated Cost 7 Fee l.'��J rY o-• 1 i .' 1 � Gtr, R 4� (To be paid on°filing this application) 5. If dwelling, number'of dwelling units'_J, Number of d)v) elli ►g units on each floor If garage, number!of cars _�; i ,6.1 If business, commercial or mixed occupyya+��iie,,,s'p,eeify-,nature^and extent of each type of use. 7. Dimensions of existing structures, if any:(Front Rear Depth Height i Numberiof Stories Dimensions of same structure with alterations or-additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire' ew construction: Front' eq ` RearO o2 Depth 3Y'6 So el-F-11 Height Z� // ? y' '`! Numb 1 r of!Stories / 9. Size of lot: Front /0 Rear Depth 10. Date of Purchase }� � Name,of Former Owner 1 I . Zone or use district in which premises are,'situated 1 . Does proposed construction violate any,zoning law, ordinaz'ce-or regulation?YES ' NO!4/) 1.3. Will lot be re-graded'? YES NO . ,' lWill excess fill.be'removed from,premises? YES NO� ' ,3'JD�� 14. Names of Owner ofipremises S s.• Adar�ssg;T4fwlby *0//w eA P.hone,No.6-AC p�7 s?o'dL- Name of Architect :fir' �LGy� .dto/97eX •{ { Address '� /g Phone NoJ/-AV-Z$'.j'-y � Name of Contractor A&& Ei�',�Z6,&ipW irWAddre`ss3�i� , 4!6Phone No,. -�?Ss If a. Is this property within'100 feet of a tidal(wetland'o'r•a,fresliwaterwetland? *YES NO•_� IF YES, SOUTHOLDN ',TOW `TRUSTEE(S-&,D.E.C:PER'fTS MAy BB!REQUIRED: b. Is this property within 300 feet of a.tida wetaiid? *`YE'S:.Y NO 4 , � , .. . i IF YES, D.E.C. PERMITS MAY BE REQUIRED- 1.6. EQUIRED:1. . Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 1i0 feet or below, must provide topographical data on survey. 1 . Are there any covenants and restrictions with respect to this property? * YES NO� IF YES, PROVIDE A COPY. S ATE OF NEW YORK) SS: COUNTY OF_a, >_ ' J d ie V C, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above'named, (S)He is the (Contractor,Agefit, Corporate Officer, etc.) t of said owner or owners, and is duly authorized toy perform or have performed the said work and to make and file,this application; th t 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. ' 'TRACEY L.'DWYER NOTARY PUBLIC,STATE OF NEW YORK Sworn tobefore me this i NO.01 DW6306900 QUALIFIED N SUFFOLK COUNTY day of 2017 CO MISS EXPIRES JUNE 30,R2G Notary Publico Signature of Applicant 4 - j Scott A. Russell ' ��ID 00, ST( 1K1\\\\4W.A\`]F1E]R' SUPERVISOR I � - AM[ A\�A(Gr]EMUEN T SOVTHOLD TOWN HALL-P_O.Box 1179 53095 Main Road-SO=0LD,NEWYORK 11971 o - Town of Southold MAY 3 0 2017 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) — -- -lOtOES--=S---PROJECT'—INV® F—THE--i olxowIU: --------- --- Yes No (CHECK ALL THAT APPLY ' El A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ; O(� B. Excavation or filling involving more than 200 cubic yards of material withili any parcel or any contiguous area. ❑ N C_ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. (�] E. Site preparation within the one-hundred-year floodplain as depicted on-.FIRM Map of any watercourse.. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes 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 hist Form to the Building DepartmgnLwithyouur Building Permit Application. APPLICANT_ (Property Owner,Design Professional gen Contractor,Other) S.C.T M. 'r: 1000 Dale District t� w..,; Section Block Lot l lily (' J r-Ot�BlAILDING D E PAI?-(Nl)Et L �:NT 0-N-1t Contact Information / CO tJ 7 Reviewed By: Date: Property Address / Location of Construction Work= — — — — — — — — — — — — — — — — — SAtpc;pmro'.vVe3dt2for ✓tpa rtoacgprocessinge;g;BBuildingcrldtrtngl PPearm, ;stt`45� StormwaterManagement Control Plan No Pt.eRqe�q;�utdred- - /� lyt %el-) /'"� f"3-2 — 171 (Forward to Engineering Department for Review) FORM - SMCP- TOS M/\Y 2014 APPLICANT #, + S.C.T.M. 1000u,�nrw (Property Owner,Design Professional,Agent,Contractor,Other) —� bOSUFfq� CHAPTER ER 236 Zt 1(0 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST NAME WILLIArA SVg�2D CR_ Section Block Lot S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. Pl—Pant 5 Date: * The applicant must provide a Complete Explanation and/or Reason for not providing Signature �Telephon- 5 � 113 It J all Information that has been Required by the following Checklistl 1. A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NO NAIf you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries ®00 b. Total Site Acreage. ®0� c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. 0 0 0 i f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) =N � I J g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades &Finish Floor Elevations for all existing& proposed structures. ®0� BUMDLNG D, 1. Location of proposed Swimming Pool and discharge ring. =� OE,SO j. Location of proposed Soil Stockpile Area(s). ®0= k. Location of proposed Construction Entrance/Staging Area(s). ®� 1. Location of proposed concrete washout area(s). 0®0 -00 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 GRAVSL DRWCWAV SUR FACt V5 Mor F76RV 100 5 on-site the run-off from all impervious surfaces generated by a two(21 inch 0� rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to. a. Erosion & Sediment Controls. 0F500 pV fD-e b. Construction Entrance&Site Access. N c>T y t06P c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) g&I— r to V%®Eto d. Leaching Structures (e g.infiltration basins,swales,etc.) uIn> ****FOR ENGINEEqRTr E ONLY**** Additional Information is Required. Reviewed& I Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — i-- Stormwater Management Control Plan is Complete. Date. ® SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 - o�QS�FFO(k�oG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road - Fax(631)765-9502 P. O. Box 1179 W 2 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: V/JP 7 Owner: iG %2/z) Location of Property: 70 -5"r ��.9 Please tak notice that the (check applicable line): New commercial,or residential structure Addition to existirfq commercial or residential structure Rehabilitation to.an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the foil owJng location(s) (check applicable line): Floor framing, Including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): 4 l /1/,ff , .� 11�►/�'� �/� Capacity (check applicable line): caner Owner representative TrussReg15.docx Effective 1/1/2015 \ t ril h � • i• x�n!x��"'��� �����!a, �s;��`X .., c" moi? +. �Q�,�5 ¢ r�e'ti` *# .. r,?�""�,,{'s'�ax, �','F,31 u•,-.:`" �`�+4 H.rr �'s� y�A } - E » �"" r .ti t wi � i� G ���tf r`Y 1 ,"'ra.N': > 3•z`3 ,� +��y�'i= t r r•-� 'SY.���re2"r"'cam�`'"'� my + ,� � �.�`Y•iii h��Z..�� � 'i x r^'�Pi - a��,trx � L'�:J•�;'"�.s•`* =+:�`skx�r�;,t..� ,r E^�t��'$N * ,� �'Ss�r��..:ys'� t � � ..+iu,.;is'`��x�m�.;ar e'{ ✓^S�,'-ir^ - a - ` FLOOR FRAMING, INCLUDING GIRDERS _ FLOOR AND ROOFFRAMING - af S�Tyo <o TOM Hats Annex T le h n 54375 Main Road CA P.O.Box 1179 G ro enrichert s (�� n Southold,NY 11971-0959 '` �� ► J NOV - 2 2017 BURDING DEPARTMENT TOWN OF SOUTHOLD ®��'I�T®F 54U ®�D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��� // .����L/� Date: / Company Name: Name: /Cleo - A14AU gS License No.: Address: aAA y ljollozd RP Ad"67 s iN�i��rJ a Phone No.: s"70 a-, JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: // *Cross Street: *Phone No.: Z,1� 6 Z?A Permit No.: Tax-Map District: 1000 Section:—?J- _ Block: 40e Lot: .-- *'BRIEF DESCRIPTION OF WORK(Please Print Clearly) �' � �.2 (Please Circle All That Apply) Is job ready for inspection: YES I& Rough In Final 3 *Do-you need a Temp Certificate: <O! NO l Temp Information(!f needed) *Service Size: Phase 3Phase 100 150 300 350 400 Other *New Service: Re-connectndergrou Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION pie 9l� ` Du B241equest for Inspection Foran • J . ,' 4f of'siiur, ,s _„ BUI'LDING.:DE'PQRTMENT t> .,. a.`":' • �'_ A` T0:1NN= OF &O "ED a UTH . ,.. . t ,z" =0959 .; •'S4375!iNain;Road!'PO.Box i179` Southoid NY°14971, x:.•;. low�n HaII,Annex ;, ,. _ �,:... r '831 765=1802•.Fax:(631j76.5'9502 . r Telephone.( . , r e. Q - .s' .s:.;,p .�,.. .4, , y "g� '':^•=' 't.. `f '20, f N .,..,.1,e,", �"i' ,.yr:,�,l�'hry:, `c!rR 4` 20 � S ,.. sDate. . +�. '., TeIF,' vary- :. eters :.' s_ '. dM n�Numtier�of NI � �: + ��, •..�, ��-,.<. 4` ": 2,,.�Y-:sero U.t`aj`r. .' „°-r,�Phase'% .x��a✓ t T' 'y r ' ®bl fir ��VJ, -'T:a`^ .. ,' k:"Y .., e...° t' -Size• t'- A', �.R-,:�fq''}r�- :wss ,s' .s°u,_.. ;h ar :3¢ Overhead:: .+::Under'giouid �-+' ' r,` `�"�_ . �.� kik•, , .. � y' 0- ;Reconnect Existin Ser�viee �Cl :p _ ""New Service° .aChange1of Service gy 4S7`' XA`ovv` pAt a �4'ir+�`,tti:./ �R � ...... ,fid '.�X•.. ° ,� ' { Location' .:'~` , A t- .'- ,'i:;• Y '�e wkv ,r.M1x�""`• •k.: �`, ,� �°"�'�' _ 5 pl, Issued '+h 9.4 installed by M, ; ► . > _ _. �ajim g. . k Refetence� {•.y�:°swi" ;qt:�Xp.'s. � .=rd%Rm..: ;r..�nr ,� ,�'"r: t�` `•�+'i `wT.i'4`y.-••• ;..,�. s %P ` �.f> �'`' the4Town.of Southold:On applfcants-notrficatiori A lication for electncaftervice equipment is orr file with _. , :.,,. >F ° , F .: ppm galdsr... �+s: �s�, .• *aavnva , . €. r s thattttiis installatio'ii is compif,%:"4 te the�town°will conducta=prem�ses'inspectionrofhe service_equ�pmenfp ` tie above:dafe :` .y .�*- . =� �. . `•� ar'� i �valid'for` -..fik:�'_ �',,,,ifar �'fs .��a�'a4Ykr- .,��f��., _-' ��'•yw. .Yt�' r.r4:': ,®_r,.. '=.'.��:� ..�'A.*'t,'.. ,cd:*z`"' �, ,jtlt� i ,;=i �` �� }^�* a�'Authonzed by'�" "= �'.� _ � '.�.xa•.�., ,� �.,.�s;:-. 'A .�ri'b'.o-` �,` -;.. "i-t,.`. �l.° =R,?S1ti�'•�.''`t...M.."` '$::.:.si�i'��;_P _ _.�,;.3.rv..'�.s..i'�fr-'-:n: - - --__. -•,_ R- '�`�,.... -_ _. o �...,-..�... .. ^t. Ka; iA ALL ISLAND ABSTRACT LTD. 81 Scudi er'Avenue Northport,NY 11768 ' Phone:831-754-1217 Fax:631-754-1295 Email:infbQat7slandabstractcom I AIALTDIaQaoLcom Friday, May 19,2017 Page 1 of 1 Di Conza, Larocca, DiCunto & Kaplin, LLP _ attn: Stephen R. Larocca, Esq. 478 Bay Ridge Parkway Brooklyn, NY 11209 Account Number: 2065 718 238-6800 Fax No. 718 238-6800 Search Number: AIA-SS-64228-S Order Details: Ordered: 5117/2017 Customer Reference: Premises: 1670 STARS ROAD,East Marion,NY 11939 (Suffolk County) Date Description of charges Amount Sales Tax* Payments Amount due 5/17/2017 SINGLE AND SEPARATE SEARCH $550.00 $48.81 $0.00' $598.81 * Sales Tax for New York City-8.875% Cha rges: c $550.00 Please make checks payable to: Sales Tax: $48.81 All Island Abstract, Ltd. Payments: - $0.00 81 Scudder Avenue Total Due: $598.81 Northport,NY 11768 Please retum this portion with your payment Name: Di Conza, Larocca, DiCunto & Kaplin, LLP Invoice Amount: $598.81 Amount Enclosed: $ [ ] Please apply payment towards Search Number AIA-SS-64228-S. [ ] Please apply payment towards balance under Account Number 2065. Terms:All charges due within 30 days upon receipt without penalty. Please make checks payable to All Island Abstract,Ltd. ALL ISLAND ABSTRACT LTD. 81 Scudder Avenue, Northport, NY 11768 (631) 754-1217 Fax (631) 754-1295 SINGLE AND SEPARATE SEARCH Our Reference No.: AIA-SS-64228-S Subject Property: District: 1000 Section: 022.00 Block: 04.00 Lot(s): 016.000 Dear Sirs: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY hereby certifies to the Town of Southold Suffolk County, New York that it has conducted a search for conveyances only in the Office of the Clerk of the County of Suffolk against the above mentioned premises and the adjoining premises from the dates indicated to 4/14/17. Insurance Coverage: $25,000.00 r Subject Property: District: 1000 Section: 022.00 Block: 04.00 Lot(s):016.000 Title is vested in: WILLIAM D.SCHROEDER V By virtue of a deed from:THEODORE SCHROEDER Dated: 10/18/2001 Liber: 12151 Recorded: 11/3/2001 Page: 228 Transfer Tax: $0.00 Title is vested in: THEODORE SCHRODER V/ By virtue of a deed from: ROBERT R. SCHROEDER, GEORGE W. SCHROEDER,JR. & MARILYN E. SCHROEDER Dated: 7/5/1969 Liber: 6580 Recorded: 7/9/1969 Page: 526 Transfer Tax:$0.00 CERTIFICATION: I, Donna Montelione, do hereby certify that the above is an accurate representation of the chain of title on the subject and contiguous plots. Date: 4 Adioining Property: District: 1000 Section: 022.00 Block: 04.00 Lot(s): 017.000 Title is vested in: WILLIAM P. HURILL&AMELIA S. HURILL By virtue of a deed from: GEORGE W.SCHROEDER,JR. & MARILYN E. SCHROEDER Dated: 3/26/1983 Liber:9338 Recorded:4/6/1983 Page: 17 Transfer Tax:$0.00 Title is vested in:GEORGE W.SCHROEDER JR. & MARILYN E. SCHROEDER his wife By virtue of a deed from:THEODORE SCHROEDER&ROBERT R. SCHROEDER Dated: 7/5/1969 Liber: 6580 Recorded:7/9/1969 Page:529 Transfer Tax: $0.00 CERTIFICATION: I, Donna Montelione, do hereby certify that the above is an accurate representation of the chain of title on the subject and contiguous plots. Date: S 1 Adjoining Property: District: 1000 Section: 022.00 Block: 04.00 Lot(s): 015.000 Title is vested in: WILLIAM D. SCHROEDER & ELAINA A. SCHROEDER, his wife By virtue of a deed from: MARILYN E. SCHROEDER-surviving tenant by the entirety Dated: 9/2/2009 Liber: 12640 Recorded: 10/13/2010 Page: 112 Transfer Tax:$20.00 Title is vested in:STEVEN SCHROEDER v/ By virtue of a deed from:THEODORE SCHROEDER Dated: 5/14/2009 Liber: 12596 Recorded: 8/13/2009 Page: 536 Transfer Tax: $0.00 Title is vested in: MARION SCHROEDER, THEODORE SCHROEDER & ROBERT H. SCHROEDER By virtue of a deed from:GEORGE W. SCHROEDER,JR. -- Dated: 12/14/1965 Liber: 5880 Recorded: 12/20/1965 Page: 249 Transfer Tax:$0.00 Title is vested in: MARION SCHROEDER, THEODORE SCHROEDER & ROBERT H. SCHROEDER By virtue of a deed from:GEORGE W. SCHROEDER,JR. Dated: 12/14/1965 Liber: 5880 Recorded: 12/20/1965 Page: 245 Transfer Tax: $0.00 CERTIFICATION: I, Donna Montelione,do hereby certify that the above is an accurate representation of the chain of title on the subject and contiguous plots. Date: �-- Adjoining Property: District: 1000 Section:022.00 Block: 03.00 Lot(s): 005.001 Title is vested in: TOWN OF SOUTHOLD By virtue of a deed from: RICHARD SINATRA& CAMILLE SINATRA Dated: 6/19/2015 Liber: 12827 Recorded: 8/12/2015 Page: 808 Transfer Tax:$0 Title is vested in: RICHARD SINATRA& CAMILLE SINATRA-tenants in common By virtue of a deed from: RICHARD SINATRA&CAMILLE SINATRA, his wife Dated: 9/4/2003 Liber: 12278 Recorded: 10/17/2003 Page: 465 Transfer Tax: $0 Title is vested in: RICHARD SINATRA & CAMILLE SINATRA, his wife By virtue of a deed from: MARION WOODS ASSOCIATES Dated: 1/18/1999 Liber: 11944 Recorded: 2/8/1999 Page: 487 Transfer Tax: $602.00 Title is vested in: MARION WOODS ASSOCIATES By virtue of a deed from: RICHARD ISRAEL Dated: 5/6/1992 Liber: 11465 Recorded: 5/12/1992 Page: 114 Note: Schedule "A" Description amendment recorded in Liber 11465 pg 116. Transfer Tax: $18.00 Title is vested in: RICHARD ISRAEL By virtue of a deed from: DOROTHY COOK Dated: 11/18/1988 Liber: 10810 Recorded: 3/3/1989 Page: 251 Transfer Tax: $766.00 Title is vested in: DOROTHY E. COOK By virtue of a deed from: DOROTHY E. COOK—Individually& as Executrix of the ESTATE of GEORGE C. COOK,JR. Dated: 11/19/1976 Liber: 8145 Recorded: 11/22/1976 Page: 148 Transfer Tax: $0 Title is vested in: GEORGE C. COOK,JR. By virtue of a deed from: CAMERON C. COOK&GEORGE C. COOK,JR. Dated: 11/2/1968 Liber: 6449 Recorded: 11/4/1968 Page: 514 Transfer Tax: $0.55 CERTIFICATION: 1, Donna Montelione, do hereby certify that the above is an accurate representation of the chain of title on the subject and contiguous plots. Date: � o (23) (j 41 ,� (2t) 1 23 (21) i 26 (2D) .Q so (24) Th \ 2 J ' n b 63 U (17) i ?� OP m ,9 ,ae J � goy (�) taA U1 18. 31. 5 18 (15, 160D (OPEN SPAC N ' ' 0 'mss pr � ^ ,9�+ J (15) ,� Z� 19+ © `� "�' �OP► \ �/1 Q -3 9 (14) 10.1A 3 ( ) 27 a -' i 1 J1 27 � � O ryp0 d�, (18) 16 (14) `+. �� , N Nia \ • 9 J (13) Z� 3 \ 181 284 ' 1 r i (13) O �� (14) ?,$ (28) NO'd X12 (12) l91 1• V- 14 211 ,(12) 0� (2s) (30) ti 1 Yb 32 0 31 41 (10� FOR PCL.N 5 74 SEE SEC. NO. , , 0 0 X12) 13 0(to) '12 'g' 031-04-011 (13) MATCH LINE MA SEE SEC. NO. 022 ,9a MATCH LINE ��12 MATCH LINE * �' �a1 � w, +� (s) a , (9) 1 1 ' j FOR PCL. NO. (,+) O16 P �•\ SEE SEC. NO. (+z) N`°m m '1• C 022-03-018.22 o (P :At as 2 yl ^\ 36 " O lq 1a° -� (8) ° N6 (OPEN SPACE) 1.7A L U NOG01A °mow(7) �a2 , 1(5) � 181 27 49 3o y0 7(p- °° 4) '$ `� \6pPmo 'L6 aoo 1.1A(c) 1a3 (34) 1 , (6) ( 4 n� (3) $ \6.t \ 97 w O (35) 6' (5) ,,$ 203 , lGl 1 �+ 4 �Ai ,� 2B o $ 103P t1 X21 ,zo 23�� ,82 11.6 ti (36) N °59 ,� (2) s,�MP��O R1G�'`� X16;1 i8 22 " ,Zo J 6 0 �" F,P° y0�5 of N 'p 20 (4) t+) $ �,NOO govt Ikkb D ,� ° ; 21 °',ws 7as N 30.? = 11.7 g L60 835 4,5� �' l � /� 7 J. 29 �s � m1 ��,� A 1a1 16.6 16 N 19 162 1a 0 65S/ 5z $ 85 9+s V �3 i LL Q t n 113 (3z) N'o �, 2fl 1 13 n6o ,c � �o Z �2) — 8 N o 279 � '� It In +? 1112 N Oa 119 (38) `� (+) 1 .� ,rpm" you 84 ��� +aa sss 10 4 193 ~ , 10°� �ti I.1 A(c) G11.10 (39) o � � s0. � � clcp co 21P� roe S l+wt ct.� A,No Set�zE Au_ TscAuD igt3 wmcr SEARCH NAMETITLE 'kaoAND Gs ADDRESS t(070 SCARS RoA4, EAST MAF-lot) Di4TE "I DIST (000 • SECTION 07-2102 BLOCK OtCoo LOT-9 L16 1�0 •FiIEb~_614b t -221-WOODS:&-0011 MAP LOT# t DEEDS I GRANTORlH6DDORL- SRDC-Ibm GRANTEE WILL( Al -bi 5cmoebm j DATED (C)(18(7-001 RECORDED (( 3 LIBER/REEL (2-(S( PAGE 228 TF TAX ©oo REFERENCE DEEDS GRANTOR ROBERT R. &A ROEDES, C»owGG lJ,*Sr-t4R'oarx9,h%AA lwa E Sc Ro�6t R GRANTEE �� CLtr SC.tE?Z60l512 DATED S C q(O RECORDED 4 (% LIBER/REEL (05 8O PAGE 5� Twua�TAX ©�� REFERENCE I fIoMe Tim iotslou-Otte*o 71-mc- :ra 1 aURANCIr CaKP�1a.( DEEDS GRANTOR .. .GRANTEE DATED ". RECORDED LIBERJREEL ' PAGE MMS_ TAX REFERENCE ' • I DEEDS GRANTOR GRANTEE. DATED RECORDED UBER/REEL PAGE TRANSFERTAX REFERENCE- " t DEEDS GRANTOR t GRANTEE d' DATED RECORDED LIBER/REEL PAGE TRANWERTAX REFERENCE , ' t DEEDS GRANTOR GRANTEE DATED RECORDED= LIBER/REEL- PAGE. TPJNSFM TAX REFERENCE . ii1111�IIIIfllll11111111111111111111i1�1l�IIIlII�i.il�i i liflll IIIII i1�1111i11111 SUFFOLK COUNTY CLERK REORDS OFFICE RECORDING PAGE Type of Instrument: DSEDS/DDD Recorded: 11/03/200 . Number of Pages: 3 At: 10:39:59 AM TRANSFER TAX NUMBER: 01.-1.3386 LIBER: D00012151 PAGE: 228 District: Section: Block: Lot: 1000 022.00 04.00 016.000 EXAMINRD AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt I Exempt Page/Filing $9.00 NO Handling $1.00 NO COB $5.00 NO RA-CTY $5.00 NO EA-STATE $25.00 NO TP-584 $ .00 NO Cert.Copies $0.00 NO RPT $1 .00 NO SCTM $0.00 NO Transfer tax $ i.00 NO Comm.Pres $0.00 NO Fees Paid $61.00 TRANSFER TAX NUMBER: 01-13386 THIS PAGE IS A PARS' OF THE INSTRUMENT Edward P.Romaine , County Clerk, Suffolk County ' i Number of pages xELJAVED 73171 dov els 10:39:.`-,9 P-A TORRF.NS Ervard P.Itoraaine 8 41-M OF Serial 5Uk1701.k CtkirtV L 0=21% Certificate ff A' Prior Ctf.0 Dr€O1-1338ii t Deed/Mortgage Instrument Deed/Mortgage Twc Stamp Recording/Filing Stamps I .t FEES Page/tiling Fee Mortgage Amt. Handling 1.Basic Tar TP-584 2.Additional Tax Notation Sub Total EA-5217(County) Sub Total SpecdAssh. or EA-5217(State) Z Spec./Add RP.T.S.A. �� TOT.MTG.TAX ugly Cotton.of Ed. 509— Dual Town Dual Co Ileld for no Affidavit `4 Transfer Tax Certified Copy �1Y'� Mansion Tax The property covered by this mortgage is or will be improved by iron or two family R��g Copy L Sub Total dwelling only. Othern YES or NO GRAND TOTAL `- if NO,see appropriate tax clause on page 0 ofthis instrument. Real Property Tax Service Agency Verification 6 Community Preservation Fund ewnmr Dist. Section B lock Lot Consideration Amount$ Stamp 1000 622.00 DO d16.0CX> CPF Tax Due s Improved Inilial0; I I Vacant Land r/ 71 Satisfactions/Discharges/Releases List Property Owners Mailing Address TD ID Ial:wRu&-RETURN TO: TD 741- TD GARY FLANNER OtSEN Will Rd,PO Box 706 C*hogUe,NY 1I935 s Title Company Information Co.Name FlAe't-Lty Hat-lonal Title Tide* -- — - Suffolk Cour Recording &Endorsement Page This page forts part of the attached nrr m made by: (SPECIFY TYPE Or-INSTRUI41F.1,f1') sernRclmint 'tire premises herein is sititated in MOM COUNTY,NEW YORK. TO In the Township of SOUMWn VIUDH D. SCHROEDER• In the VILLAGE or HAMLET of BOXES S THRU 9 MUST BE TYPED OR PRINTED IN BLACK WK ONLY PRIOR TO RECORDING OR FILING. (OVER) BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION:TM AGRL•EMFN!SHOULD BE PREPARED DY ANArfORNC•Y AND REVMWED BY M'rOMeYS FOR SELLER AND PURCHASER BEFORE SIGMNO. TRIS INDENTDR4.made the October /8 3001 between THEODORE SCHROEDER,residing at 5880 Bayview Road,Southold,NY 11971 party of the first part,and WILLIAM D.SCHROEDER,residing at 1945 Nokomis Road,Southold,-NY 11971 party of the second part, K77NESSETH,that the party of the first part,in consideration of Ten Dollars and other lawful consideration,lawful money of the United States,paid by the party of the second part;does hereby grant and release unto the party ofthe second part,the heirs or successors and assigns ofthe party of the second part forever, ALL that certain plot,piece or parcel of land,situate,lying and being in East Marion,Town of Southold, County of Suffolk and State of New York,known as designated as Lot#i l on a certain trap entitled Sound Crest Woods,Section 1",filed in for Office of the Clerk:of the County of Suffolk on June 9,1969 as Map#5315. TOGETHER with all right,title and interest,if any,of the party of the fust part in and to any streets and roads abutting the above described premises to The center lines thereof, TOGETHER with the appurtenances and all the estate and rights ofthe party ofthe first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the parry of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever.&vicept as aforesaid. AND the party ofthe first part,in compliance with Section 13 of the Lien Law,covenants that the parry of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same fust to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. 1N W127 SS D'HE)WOF,the party of the first part has duly executed this deed the day and year first above written. 'THEODORE SCHROEDER NYSDA Rce4mild Rea!Estate Fonts on HWDaesa(Ma) Copyright ebpwa'Denlopwat _I. STATE OF NEW YORK ) )ss.: COUNTY OF SUFFOLK ) On the Ar day of October ,2001,before me,the undersigned,personally appeared TREODORE SCI0IMOEDER,personally known to me or proved to me on the basis of satisfactory evidemx to bathe individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he executed the same in his capacity(ic4 and that by his signatam(s)on the instrument,the individuals}orthe person upon behalf of which the individuals)acted,executed the instrument. 9 Y PUBLIC toRauuraxtdP�rt M&4028M ttomrYavxvott DED rm�aoa/ Title No. Section 22 Block 4 Lot 16 SCHROEDER County or Town SUFFOLK To SCHROEDER Return By Mail To: GARY PLANNER OLSEN,ESQ. P.O.BOX 706 CUTCHOGUE,NY 11935 Reserve This Space For Use Of Recording Office I I m�- n 9 P, oaon off ►-w�-n 7D --o �.3+mrooc+a om rC W— C wQ . .n a 3 NYSBA Residential Real Fx=Forms on llotDasr`(9l00) Cbpyr&C=o9*Devctopment _3. •V ' p,.S"d\\/\T l• lau.WG-Pat 1 H N,[+In iNl i+lr In.f •.ih l w,fn.nt Hain•.fn.lw�fin.-Indnidu�et rap.ur;M � " CONS�:LT YOUR LAWYER BEFOR6 SIGNING THIS INSTRUMENT•THIS INSTRUMENT SHOULD 0K USED BY LAWKits ONLY C =�- MOEH-580 eacE526 tJ G THIS INDENTURE,made the �A day of J� �y. .r�t�hundred and sixty- ine, _ - \ BETWEEN tl ! F- 1 ROBERT R. SCHROEDER, residing at Youngs Avenue (no number) ; t - e Orient, New York 11957, GEORGE W. SCHROEDER, JR., residingt. i at North Bayview Road (no number), Southold, New York 119 1, l �iand MARILYN E. SCHROEDER, residing at North Bayview Road �. (no number), Southold, New York 11971, i party of the first part,and 1fn THEODORE SCHROEDER, residing at, Bavvi.eW Road (no number), n Southold, New York 11971, - +REAUSTATE d:STA E-UF_ TRADiSFERTAXtiEY7 YORfC Dept.of !. rsi" 0*-*' i . C, dfinaatc-� rp.oras '•* • party of the second part. !WITNESSETH,that the party of the first part,in consideration of 1 - Ten ($10-00)-------- ------------------------------------- $10.00)----------------- _—_-----._—_-- -- — dollars, ilawful money of the United Statcs, and ether good and valuable considera ion paid by the party of the second part,does hcrcby grant and release unto the patty of the sl 0 part,1 heheirs or " 1 successors and assigns of the party of the second part forever, ALL those certain plots, feces or parcels of vacant land, ituate, Ai�lxDtatOtersfautoCa� to�3ttcd+��rat°b6ox°°°cdL •lying and beinglf=x at East Marion, Town of Southold, County of uffolk and State of New York, known and designated as Lot numbers 2, 5, 8, 11, 14, 17 and 20 on a certain map entitled "Map of Sourdcrest ! Woods, Section 1", filed in the office of the Clerk of the County of Suffolk on June 9, 1969 as Map No. 5315. I The following covenants and restrictions apply to these to s: i Each house shall have .i minimum of one thousand (1000) quare feet of living area on the ground floor and a garage ;or n t more than two vehicles. No construction shall be located closer than j forty (40) feet from the street line. Trees may be remove from the premises only as necessary for the purposes of constru tion. Cesspools shall be locatt-d in the rear of each lot. No more than two pets may be kept on the premises. No ! commercial vehicles may be 'rept on the premises unless gariged. ! i Boat storage on the premises may be only along the rear 1' e of the property. No fence may be maintained on the premi es iover four (4) feet in height whether it be natural or-man nade. Each lot owner shall \gave the use of a parcel of land or recreational purposes only on Long island Sound. located. n other property of the grantor herein immediately adjacent northerly of this subdivision, said parcel being approximately one alf acre in size with a frontage of about one hundred (100) feet o Long Island Found, together with a relocatable right of way th reto"Erom . Stars Road. 1 These restrictions, but not the beach rights, shall ex ire on January 1, 1990. The restrictions forth horein may be amended, me[li ied or I changed by the agreement of Theodore H. Schroeder, marilyt E. Schr•:F;1 George 11. Schroeder, Jr. and Robert R. Schroeder, or their respecti legal representatives, collectively, without notice to of the consent nct a lot in this subdivision. of any other person cwni -, MOM IS 6580 ?AGE 52 TOGETHER with all right,title and interest,if any,of lite party of the first part in and to any streets an A roads abutting the above described premises to the center lines thereof. TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein grauttd unto the party of the second part,the heirs o successors and assigns of the party of the second part forever. n . i. C I� fl s i ,t AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way%hatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Liar Law,covenants that the party o flee first part will receive the consideration for this conveyance and will hold the right to receive such consid- eration as a trust fund to be applied first for the purpose of paying Ute cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same fo any other purpose. ' The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. e IN WITNESS WHEREOF,the party of the first part has duty executed this deed the day and year fast above written. IN PRESENCE OF: / Robert)R hroeder Aeor94 t9. grchi6eder, Jr. �— n � Marilyn,,- Schroeder i d u3EI wo PAGE528SST _ STATE OF NEW YORK,COUNTY OF Suffolk SL- STATE OF NEW YORKUH .COTT OF On the%5 f4 day of U" Iy 19 69,before me On the day of 19 ,before me personally tame Robert R. Schroeder, personally cane '" George W. Schroeder, Jr. and Marilyn E. Schroeder *� to me known to be the individual S described in and who to me known to be the individual describe in and who executed the foregoing instrument,and acknowledged executed the foregoing instrument,and ackn edged that executed the same they executed the same. ;f •[PIS PAult EnrCH Nr,�AK• PI-0c.Sul,to IItM YGA re, ".,o,rsls-at++.n et.n+r ? Cew•w:.Co 66•n Nnrs 10.U!1 - STATE OF NEW YORK.COUNTY OF SSt STATE OF NEW YORK.COUNTY OF SSr On the day of 19 ,before me On the day of 19 ,before me a personally came personally came to me known,who,being by me duly sworn,did depose and the subscribing witness to the foregoing i trument, with i say that he resides at No. whom I am personally acquainted,who,beli ig by me duly sworn,did depose and say that he resides a No. fi that he is the of tlnit he knows r ! the corporation described to be a individual in and which executed the foregoing instrument;that hei knows the seal of said corporation; that the seat affixed desert in and who ex cu the foregoi ig instrument; — to said instrument is such corporate seal; thit it was so that he, said subscribing witness, wasp ent and saw affixed by order of the board of directors of said corpora- execute the same;and that h!,said witness. tion,and that he signed h name thereto by like order. at the same time subscribed It name as 'tntss thereto. , e ; 1+ I ' f 7' i }Vargaitt nub dale Dere Wrre COVE%ANT AGAINST GRAmoa•S Acts SE CnoN 1, Map of Sounder st Woods, ' East Marion 1 BLOCK r ` TITLE NO. I, Robert R. Schroeder, George W. LO-M 2, 5, 8, 11, 14, 17 and 20 Schroeder, Jr. and Marilyn E. G(HR611008KTowx of Southolo 1. ;:•'' Schroeder TO County of Suffo k '•, Rcmrdal at Rcq at o 1 E Theodore Schroeder CHICAGO TITLI:INSURANCE MNPANY I; Hous Tres DlnnoeOf i � Ranco by MaU to I BILU tl FONT OF IIII TIBR BUS OF MU EM EMMIS Distributed by J Lefferts P. EdSo , Esq. I aH1OAQ0 TI[TILS 51755 Main Road 1• } INSEDHAl111�S OOMPA111Y �' Maoms 77T61111 o1VII6 0AT Southold New York zixo.11971 w Z w Z J ] - ,1 JUL 9 1969 .a LESTER -�r a M. M.ALBERTSON f' i Cletk of Suffolk County i 1 5(46LG AND SEPAWM SEARCH NAME r TrrLE# CouATES\ Burka �5 _ ADDRESS - - DATE-t::! ' DIST 1000 SECTION 022,00 BLOCK 04#m LOT --FUbMpP t3o(toDCftW WGYIDS�S oNi MAp#. 531-5 LOT# l DEEDS GRANTOR C-IEORclE Q. sclAmEpIER J(t, M4Ru. IJ �, sCH(�oEDE2 GRANTEE 11d P, DATED- 3 Zb LQ83 RECORDED 4I (0 x{83 LIBER/REEL--?1318 PAGE l7 Twu4sFMTAx REFERENCE 859q OL(Ok U.S. LaFe Tip - - LE :r#J5ttt2l{#sW C®.IoF N.�, DEEDS GRANTOR ti SL'(Wo=—DGZ- GRANTEE C'EoR<ae W# scrlReG4m , it MA# ,� E, ScN(doenER ux� DATED S �I RECORDED URER/REEL l 80 PAGE 529 Oo0 I TqA34SFMT"x - REFERENCE lE�1�CE�ldtS�OM�ejjj(AGb IITLc- Id s(,4,yE CD, DEEDS GRANTOR .- GRANTEE DATED ' RECORDED LIBER/REEL ' PAGE Tt^X REFERENCE DEEDS GRANTOR GRANTEE- DATED RECORDER UBER/REEL PAGE i TTM REFERENCE' DEEDS GRANTOR GRANTEE I DATED- RECORDED LIBER/REEL PAGE i TFUMFMTAXREFERENCE 7. i i DEEDS i GRANTOR GRANTEE DATED RECORDED LIBER/REEL PAGE. TRANSFMTAX REFERENCE i+tonvrne�.■+xraw. .wo�eo�+�w.r.®..s,M.oswa.wo�r�w �A !�! ' orttiTrvttsuv{�nftt$osasnsrt#abm� j,Jt►t�Q ll ama the ~ 1~ daY 6 nine- - „1.•:i V V Pa6f 1-r /4 23244 ~•• 8ErNM GHDRGB W. SCHROEDn= .JH. and MARILYN Be SCHROBOU, � his Wife, reftiding at (no #) North Buyvitw Boadp f Southold, New York 11971, + / party C.the first Part.and WILLIAM P. 1-UKILL and AMELIA S. H W-U—L, his wife, t / residing at 11760 Main Road, East Nmion, N IV York 1193902 23244 A 00th of •100�W A . 4P,yOity 1"Ps"of site Ant pum in consideration of TO ($10.00) 40/100-----------------------------------•-®-==- dOWN lawtut money of the United States, and other valuable considerations Void s try the PwW of the second Ps:t.does hereby grant and release unto dte party of dw somw pom the fteir e.or -� stcces:ors and assigns for the petty of the second put fotmr, :a h.ALL•t.st r+rrotn,,err pi.•_e re t•err+f rf ten•t,ydfA she and improwernt+!;ie Nter68f.b/eEted.dl[bMHi IYllte DIS . r•dhaingtam -it East Marion, Town of Southold, Ounty of Suffolk And 1— t� ,tutF: Of New York, J!..to%7% end deslmnated to Lot No. 12 or. a cert O n :uup ;rntitjea "Mag uL Soundcrest Woods. Section 1" filed in the Mot tt Clark of ttzo Cawfty.Of jSAj$ 9 x 9b 1 j - 022.00 'the following cofenants and restrictions apply to this lot: b �K 1. Each house shall have a minimum of one thousand (1000) sq feet of Living area on the ground floor and a garage for not more than 04.Wtw vehicles. No construction shall be located closer tirs� orty (60) feet from the street line. Trees may be removed from LOT ,- premises onyy las necessary for the purposes of conetimtion. 017.000 Cesspools shall be located in the rear of each lot. leapt on the prs 2. No move t,.Ian tvo pets may be tnit►os. No eomsfa ial vehicles may be ltapt,on the promises unless ggaaraged. Boat s *O 3 on the pses may be only along the rear Iliac of therope No fencea may be midutained on the premises over four J fe t in . height whether it be natural or gran made. 3. Each lot owner shall have the use of a panel of land for re- czeational purposes only on Lou& Island Sound, located on otter preps my �of Ute £rauttor herein its ediately adjacent northerl of this subdlviaion, said parcel helms a proxiaateL one half to lin sire with a frontage of about one huunndreL (19) feet on Lc ng 'a island Sound, together with a relocatable right of Way thereto from Stars Road. These reatrletd:+mse but not the,b6*O:x1Ota-r• .�aauary 1, 1990. ire The restrictions set forth herein may be aims>itded• t owWufied or Jtanged by the a4reement of Theodore H. Schroeder, Hartlya E- S�roader, ` �Ceorgge W. Schroeder. Jr. arta Robert Y. Schroeder air thsifr r* Live z ILegal impresent:ativea, collectively, Without taot�re m or . of any other persons owning a lot in this svbtlivision• w . r � : 1�� r • k .�!- F!�1.1t±r.E^ ���^Y�F^��I+����f�M�••wY��•��Y�it/ipasnIi�Y�•� �``•"�•- ��oisn�pttr{xt�s:+R W tuns ayi�tusWn..�Mwd per+q N M Otett�te�04�»��.�►wtl � "=`• _ " `:�llfodutd�Aus�i styes sW�eaa�oW Jo ttsA Aw eupn slopq��oW N�K<� - .frt: �,-•. ..- p�fi �y,!i�iu!t11i�01Q11@Np/�O�Il.�li{Aid�MO�ld•�'��{�$PdIl�K� ` -- !uW �4��l����PPP716s►p�soasAswuoos'W�fttoRs+�pl�Ki+MV�M� UCC W,nloqttoAVvdogtivgtsJuouanoa•Mojusns41{0CtuatwgWu W'MGIdmmur•trsdtug9VA'QAUsdoWWW of idso=IMWVHVA AM AM u!PW*4--US"WWq MOQuOld MRS .y16 �°-S _• 11MR4�ftOpt�ilMtlYi�M1�IW�A1tlQiyll�Y� iadldWloA1R(.iyl�� ' i r-ti•.�yn�2•r� - - ' q•f4 : `+- .�lai" - 44.i+' yS� - il Old w� .3 • - � i _ y --sN uod pumas out in Auer!"110 susPw OUR uoa mns p sgoq oqt•ued pumas ayt W Aulad oqt otun p21URAD wa,oy souwad aql Q�ON Ol QNU:7/1M11 aL t �tordpseo7puau�L�is+UoV1WN+�doWio isl�P olspe�l:Nopus +euaunddafAm • •pslsgl ssuN oNA oqt of saslwsid pKl .LW owl•!��• 9pMi pus 51000 Aus of puo sy Wd MIS QA fa A1tad OW P'Aus k'mtelu:pss"M'=Mf*Ns WP%V ML9ML 19 ` STAT_OF NYOW CMIMY OF SUFFOLK $s: OF STATE ONEW YOf K.CWJMY OF SUM A On the 49 day of March 1983 before nro aoes�etaihr came GWRGE W. SCHROEM, JR. MARILYN E. SCMi BB` to me known to be to a iredwtdusi described in and who to mo known to be the iadiridost '- - .in and endeO executed the foregating instrument,and edged exeeated the foregoing hatramert, o owtaft that Ise e"-rated the that She exewted the ' riotary,MMLIC / • Ptul C OOOF , JL I • N XARV Pt4K OIL of yaA awl is 39d�c.urot, RT nan of Cow"Oft LVIO"match 30, 03 STAT£or NEW Yum, couNTy OF aa: STATE dF NEW lvdK-t:0f} �m19 On the day of 19 , bafore me On the dap of 18 ,beton me .4 verar ft come pttrsawly came 8 'a w known,whq being by me dory swwvls did dopMeW the subuxtblttp taiotew.to the%wowba wolm tetift r say that he"aides at Na whom t am persaimly susiak ed,who,twim I bt 11111 gs sworn,did deposo&ted say that ha resWu lto. Best Wattle the he k e< solo to=a hmw .the corporation detsebad desuibed in and who executed the ins bwunnttf a3 in and why exavited the foregoing instrument:that he Ow hay said aubseaiWing witness.�rad sa!V. Rrwwsthesesiofesidoorippration:thatthesplitRXedtogid - - ir mine It is such Oerporate sear,the it was so atEeced by etcewte the same:sad flat gait!tK+ltftlati, wev of the board of Breve s of said emoralkim and at the seine time&ubsaibed h rams as wh Mo. The be signed h mune thatato by Eke order ;. tiftsl Cowr�aatAgafeatGraettex/sRwb tnoa - '„ 11�Y s MOD. _ 00uNTY0i 7*wN GWRGE W. SCWROMM, JR. and NMIL.YN 8. sciWOEDSR, his wife, PAIR!"01 PAWAft OfI&IMMEROANICE A. , Conies dNawlbde WILLIAM E. HUKILL sad AHELIA S. HUKILL, ateltMittsliMAL To his wilt. PArGr o"r_ FRH nia J. TEDBSCHI WM Il l MGMANM Attorney at Lett cwsm et lrwr vt* 218 Frost Street w it tt - GL'+awWrt, He Y. 119-L4,,. s 516 477-2046 F v JuNflo9 7t"0390S 87 ' ,z 10 �Q8Ti1� _ s, I ` eyeH�,� ..,�, w�..:_, .4. .. . ........4...W. .,�........,.._�.�..�, ._,__.� LK 6580 PACE 29 CONSULT YOUR LAWYER 900119 SIOMNG THIS INSTRUMENT*UIS INSTRUTAWTSHOULD88USED BY LAWYERS ONLY V t r ! THIS INDEN'ILRT,madethet day of .� �:.• , 3nctreo hundred and sixty-nine, smvim d THEODORE SCHROEDER. residing at 13:,yview Road (no number), Southold, New York 11971, and R013CRT R. SCHROEDER, residing at Youngs Avenue (no number), Orient, New York 11957, :tt j party of the first part,and GEORGE W. SCHROEDER, JR. and UNRIUN E. SCHROEDER, his wife, t _ both residing at North Bayview Road, (no number), Southold, New York 11971, LL �: party of the second part, WITNESSETH,that the party of the first part,in cousideratiar of Ten ($10.00)----------------------------------------------dollars. Iawfulowneyofthe UnitedStates, and other good and valuable consideration paid p by the party of the second put,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the seeond part forever, . ALL those certain plots, pieces or parcels of vacant land, s tpate � exrtai>t�ok>p�caroepraade�d�vtfcasfdltxbtotbttJsf�catdl�iewRtox�saNxbtxemextatteuee �'� lying and being Wxlme at East Marion, Town of Southold, County of Suffolk and State of New York, known and designated as Lot numbers 3, 6, 9, 12, 15. 18 and 21 on a certain map entitled "Map of Soundcrest Woods, Section 1", filed in the office of the clerk of the County of Suffolk on June 9, 1969 as Map No. 5315. The following covenants and restrictions apply to these lots: • Each house shall have a minimum of one thousand (1000) square I feet of living area on the ground floor and a garage for not more than two vehicles. No construction shall be located closer than ) forty (40) feet from the street line. Trees may be removed from the premises only as necessary fur the purposes of construction. Cesspools shall be located in the rear of each lot. No more than two pets may be kept on the premises. No commercial vehicles may be kept on the premises unless garaged. Boat storage on the premises may be only along the rear line of the property. No .fence may be maintained on the premises over four (4) feet in height whether it be natural or man made. Each lot owner shall have the use of a parcel of land for recreational purposes only on Long Island Sound, located on other property of the grantor herein immediately adjacent norther y of this subdivision, said parcel being approximately one half acre r in size with a frontage of about one hundred (100) feet on Long Island Sound, together with a relocstable right of way thereto from Stars Road. These restrictions,. but not the beach rights, shall expire on January 1, 1990. The restrictions set forth herein may heamended, modified or changed by the agreement of Theodore H. Schroeder, Marilyn E. Schroeder, George W. Schroeder, Jr, and Robert R. Schroeder, or their respective legal representatives, collectively, without noti e to or the consent of any other person owning a lot in this sub- division. 4 —. . i .: �'-tib'$—+•- _1. -_- �\' Ij• TOGETHER with an right,title and interest.it any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, in and to s►rtenanoes and all the estate and rights of the party of the first i. TOGETHER with the app ►r jIt said premiss, a of the sewed Part, heirs or e: TO HAVE AND TO HOLD the premises herein granted unto the party 1- successors and assigns of the party of the second part forever. j• i• • ji I' I li ~ f, done or erect anything AND the party of the first part covenants that the party of the first part has not bered is any way whatever,except as aforesaid. s::•, whereby tate said premiss have Gem incum AND We party of the first Part.in wmplianoa with Sag- 13 of the Lien law.covenants t the party*of the first part will receive the consideration for this conveyance and wM hold the right to r 've such oonsid- , ' �, esation as a trust fund to be applied first for the purpose of paying the ent of the improvem t and will apply r before using any part of the to -of the same for the same first to the payment of the cost of the improvement any other Purpose. 'shall be construed as if it read"parties"whenever-the Sense of this indenture requires The word"patty' ted this deed the day �d year first above - - i IMI7 WESS WHMEOF,the part]of the fust Pact has duly"'o written lir raes>:trce OF, ��•�Z �' C r�! . .r.�.L.� LS Theodore Sc .iehroeder r LS '•, Robert R. Schroeder fid` J 1 _ ii 5i - �t 6580 FAu Y,1 STATE or NEw Yong,coUNTY or Suffolk Us STAT!OF NEW YORK.COUNTY OF SS: On the Ste day of 7v (Al 1969,before me On the day of 19 ,before me personally tame Theodore. Schroeder and personally came Robert R. Schroeder. to me known to be the Individuals described in and who to ate known to be the individual described in and who executed the foregoing instrument.and acknowledged that executed the fore-g6mg instrument.and acknowledged that they executed the same executed the same. REAL ESTATE ---STATF OF:- +r TRANSFER TAX -n Dept. �_ • Fer611 n .fltl s69 +i Fy :• .:#k.:: Sg ltrpt LEas FAINE t=" �'0 0.-'0,0; cr. NOTARY IJLJC.fu19 of Nu,Tort -, immure -ee.a.•es••��- .; Na wolr,tt.:.holt corny C*.W.J.n fishes Ha b ro,itis. - - .•. 1 STATE OF NEW YOR14 COUNTY OF SSt STATE OF NEW YOUL COUNTY OF SSI On the day of 19 ,before we On the day of 19 ,before me personally one personally came i to me known,who;being by me duly sworn,did depose and the subsmbing witness to the foregoing instrument, with say that he resides at No. whom I am personally acquainted,who,beinby we duly sworn,did depose and say that he resides at No. that he is the of that he knows :the corporation desaibed in and Rauch executed the foregoing instrument;that he to be the individual knows the seal of said,corporation; that the seal affixed described in and who executed the foregoing itutrmnent; to said instrument is such corporate seal; that It was so that he, said subscribing witness, v6-as present and saw a6uted by order of the board of directors of said corpora- execute the same;and that he.said witness, tion,on that he signed h name thereto by tike order. at the same time subscribed h name as'witness thereto. .i 1�flri�ttitt ttrid �ttIP �PP� Wrre CotinuNr ACArNsr ORA%-rot S Acts secrtoN 1, Map of Soundcrest Woods, T[TLs NO. BLOCK East Marion, Theodore Schroeder and LOTS 3, 6, 9, 12, 15, 18, 21 ' Robert R._Schroeder, L'DA1R TOWN TO George W. Schroeder, Jr. and Rewtded at AequLat of Marilyn E. Schroeder, his wife, utrc+co NTmt Ta> COMPANY ." 011=1 tops GF am ton em of asst M=== DnIum Return DY Mail a Distributed by Qt8=CALQO11M%%M LEFFERTS P. L7a0Fd, ESQ. XMIXInssxc$ ca"SVIJwxx 51755 :I.:IPt ROAD z$oags 737`gtg tmgvtsgoty 5UUTFlUi,1J. id.1'. 1��9� - Is z �• v LL � � PECDR©�D JUL 9 19 " 00 .= V . 69 N j ii• y 2 f Cr M. _ LESTER M.ALBERTSON us er - Clerk of Suffolk Comity i N y r7 Alia Se gaerm SEARCH NAME .TITLE#_l.btlemof T-ep-q DCs ADDRESS . . DATE. `t' f`Jf"(7 DIST 1000 - SECTION 0Z2t00 BLOCK-.!114-00 LOT �js5.0m TUbMA�_Sq"CREST UWb Sf5W7t0y MAP# 15-:54's LOT# l O DEEDS GRANTOR MARtt. 1J C. SC`{?webm -.S(40jj ja(. wfw r TN6 EaYi , GRANTEE tLLLA#A SCHRoEDER 4 E4.� DATED' 2 ZCOQ RECORDED O LAS 2010 LIBER/REEL 12-W40 iAGE 112- TRANWMTM 2.o'_. REFERENCEERENC T Ft1�El-C= ` A 1t01J I. ins 24sarep ic- co.OF-I• . DEEDS GRANTOR t{mUORE SCtikoel) R GRANTEE STeVEN 5CKROeDER DATED 5111f l2WqRECORDED L3 ?ADq LIBER/REEL 1254!0 PAGE S 3o TFiANSMTAX' �oo REFERENCE I F%_oE,Q_rq NI4'r MAL 1-MG IaJUk4LCelC!o, of tj DEEDS GRANTOR GEORGE W, SCtHRAEMK JlZ, - GRANTEE MARou SCNRoEOE?- 714e0DORe SCHROeMk:Rr N. ct{RoE®rt- DATED 2 ( IRDS RECORDED 12-(20116405 LIBEFVLIEEL 5 880 . • P GE WN Til �b 'REFERENCE flohie 71Tr.1r 2moitt C'oIIANPq ! /� DEEDS GRANTOR eolzec W. SWR09DEP,-AI2. GRANTEE.- MAA0JJ SP'_AMO RTtkDiw!'E Scaaoebeg t1 l H, �Ct{ROGt�EfZ DATED RECORDED 1 70 lOS LIBER/REEL 5880 PAGE 214S MMISFMTAX ©�— REFERENCE' • �a� 7<zcE tJlStoa -CNueAt:,o Tree 3atuRAuce Co. t I DEEDS GRANTOR GRANTEE DATED RECQRDEDLIBER/REEL PGE T�PMTAX REFERENCE ' I I DEEDS GRANTOR GRANTEE DATED RECORDED-___ LIBERLREEL PAGE. WANSPER TAX REFERENCE IIIIBIBIIIIIIIIBIIIIIilllllllllllllllllllllllllllllllll I illlli IBIII illll Ilfl IIII - SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 10/13/2010 Number of Pages: 3 At: 02:20:46 PM Receipt Number : 10-0119655 TRANSFER TAX NUMBER: 10-05539 LIBER: D00012640 PAGE: ,112 District: Section: Block: Lot. 1000 022.00 04.00 015.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $5,000.00 Received the Following Fees For Alcove Instrument Exempt Exempt Page/Filing $15.00 NO Handling M.00 NO COE $5.00 NO NYS SRCHG .00 NO EA-CTY $5.00 NO EA-STATE $25 ).00 NO TP-584 $5.00 NO Notation 0.00 NO Cert.Copies $0.00 NO RPT $3 ).00 NO Transfer tax $20.00 NO Comm.Pres $ .00 NO Fees Paid 636 .00 TRANSFER TAX NUMBER: 10-05539 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County 12 RECORDED 2010 Oct 13 02:20:46 Pr1- Number of pages JUDITH A. PASCALE TORRENS QnZK OF Serial# SUFFOLY. COUNTY L 000012640 Cenificate# P 112 DT9 10-05539 Prior CLE H Deed.Mortgage instrument Deed/Mortgage Tax Stamp , Recording/Filing Stamps 3 1 . FEES Page I Filing Fee �r _ Mortgage Amt. � A_ 1.Basic Tax Handling 2.Additional Tax TP-584j Sub Total Spee./AssiI. Notation of EA-5217(County) 7 _ Sub Total Spee.I Add. _ .�• TOT.MM TAX _ EA-5217(State) L _ Dual Town+ Dual County R.P.T_S.A. AD-Z Iield forAppointment Transfer Tax Comm.of Ed. S.000 Mansion Tax Afdavii • ��� The property Covered'by this motgage is or-will be improved by a one or two 'Certified Copy family dwelling only. YES or NO Reg.Copy. Sub Total _ If NO,see appropriate tax clause on Other -Grand Total r -1.4/14 Page#L_of this instrument. o - ;k-'-kv d /OOD Oo7s?.pV oz/oQ D/5,ooa . 4 District Section I Block I Lot 5 CommunftZ Preservation Fund Real 10020498 1000 02200 0400 015000 Consideration Amount S ! � Property Tax Service P 7 S CPF Tax Du $ Agency RSMI A Verification 16-SEP-1 ` / improved _ V Vacant land >!L- 6 Satisfaction/D4charges/Retease List Property Owners Mailing Address TD RECORD&RETURN TO: Rudolph R.Bruer, Esq. TD PO Box 1466 _ Southold. NY 11971 TD- 7 Title Company Wonnation Co.Name Title 0 $ Suffolk County Recording & Endorsement Page This page forts pan of the attached be b made by. (SPECIFY TYPE OF INSTRUMENT) _ M,V 14,Vd C Selmu EDc., The premisis herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the Tbwaship of Sou-moLD Wr+-L rAM SC I r20cD�Q In the VILLAGE ) C—LAr�R fl. SCH.QaEp�JZ. orHANLETof. C/}ST m�4Rro�/ BOXES B THROUGH 8 MUST BE TYPED OR PRINTED 1N BLACK INK ONLY PRIOR TO RECORDING OR FILING (over) i •QuitdaimDoodtodviiutmCarpwnion(SiegjeShat) CC6U.TYOtMLAWYMBUOREStGNI GTM uvsrRulliMT—TMSWMUMUaSHOULDHEUSEDBYLAwYPRSONLY THIS INDENTURE.made the 2P A day of t 2009 BETWEEN MARiLYN"E. SCHROEDER, as surviving tenant by the entirety, residing at 2050 NE 39th Street, Lighthouse Point, Florida 33064 party of the first part,and WILLIAM D. SCHROEDER AND MAIM A. SCHROEDER, his wife, both residing at 7966 E- Phillip's Circle, Centennial, CO 80112 party of the second part, WITNESSETH,4hat the party of the first pan,in cmaiderationaf ten dollars paid by the party of the second part,does hereby remiss release and quitclaim unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plat,piece or parcel of land,with the buildings aced improvements thereon erected,situate,lying and being in the Town of Southold, County of Suffolk and State of New York. known and designated as an unnumbered parcel lying between lots 10 6 11 on a certain map entitled "Map of Sound Crest Woods, Section 1" and filed in the Office of the Clerk of the Count of Suffolk on June 9, 1969 as Hap No. 5315, more particularly bounded and described as follows: BEGINNING at a point on the easterly side of Stars Road at the Southwest corner of the herein described premises where the same is intersected by the northerly side of Lot 10 on the aforesaid map; said point or plica of beginning being also distant the following three courses and distances from the corner foimed by the intersection of the northerly side of Main Road with the easterly side of Stars Road: 1. Northerly along the easterly side of Stars Road 387.89 feet; 2. Westerly 20.04 feet; 3. Northerly along the easterly side of Stars Road 1160.10 feet to the point or place of beginning. RUNNING THENCE from said true point or,place of beginning North 10 degrees 17 minutes 20 seconds West 69.14 feet to the southerly side of Lot 11; THENCE along the southerly side of Lot_11 North 79 degrees 42 minutes 40 seconds East 194.95 feet; THENCE South 10 degrees 48 minutes 30 seconds East 50.00 feet; THENCE along land aoia or formerly.of East Marion School District, South 10 degrees 49 minutes 30 seconds East 19.14 feet to the northerly side of Lot 10 and, THENCE along the northerly side of Lot 10 South 79-degrees 42 minutes'40 seconds West 195.59 feet to the point or place of BEGINNING. BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed dated November 22, 1968 recorded on December 4. 1968 in Liber 6467 at page 19. TOGE1-IIER vAth all rigid,,tide and iturest,ifany.of the party ofthe first part in and to any streets and roads abutting tha above described premises to the center lines thereof; TOGETHER with the appurtenances and an the estate and Fights of the party of the fust part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever- AND the party ofihc first part,in compliance with Section•13 of the Lien Law,hereby covenants that the party of the fust part will receive the condideration forthis conveyance and will hold the right to receive such consideration as a trust fund to be applied fust for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be conned as if it read"parties°whatever the sense of this indcature so requires. IN W177VES.S WHEREOF,the partyo'the fust part has duly executed this deed the day and year first above writtcn.,- 1 INFRFSr1VtEOP: Merril •.Ychroe'der i State of New York,County of }rr.: State of New York,County of On the day of ,19 .before On the dayof ,19 ,before to me petsonaily ewme personally came , k to me known to be the individual described in and wlro to me known to be the individual described in and who cwmdcdftf=gomgm==cnL and acknowledged that he v=tmed thefwegomg fi= m q%and acknowledged that he i executed d=same. . executed the same. ' State of f dor-dai County of Bram-(ss: StateofNew Yorla,Connty of }r'^ On the day of gym&' in the year 2009 On the day of ,19 .before tnepetsonally .before me,the undersigned,personally appeared come Marilyn E.Schroeder, personally.known to me or proved to me on the basis of satisfactory tome known,who be"bymeduty sworn,did depose and say evidence to be the individual whose name is sub- that he resides at Nm scribed to the within instrument and aclg&wledged t that he is the to me the she executed the same in her cai2acity,that by her signatum on the instwnent,the individual.or Of the person upon behalf of which the individual acted, the ompmationdcgrnibed in and which executed the foregoing executed the instrument,and that such individual instrument;that by order of the Hoard of D"ueetors of said made such appearance before the undersigned in corporation he signed h name. the city of and the state of ARY P LIC e — iuPssmmaFbrida `� NhCoaad>sonDD30t785 . - a. 1?l1811t�g 00 . Dtstrucr SECWN Tm.ENo. BLOCK Marilyn E. Schroeder CouNrYoRTOwN TO William D. Schroeder and Elaina A. Schroeder • RECORDED ATREQUESf OF Fidelity National i �suran �mpany of New York Y� TOO•• 0 FIDELITY NATIONAL TITLE 1NSt1RANCE COMPANY OIF NY ` bvmxroRA7201928 "c.4ycr+.&4d.Fidelity AV..l' MemlerNewrakSrataland7rdeAmodlation . I i i I W CI 1 O ! LL W au w? cc LL W0 W W f 11111111 IIII-Illfl IIIli IIIII 111!1 IIII!IIIII IIIII IIIf llll f�IIlI!IIIII IIIII IIII Ili! SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PArpE Type of Instrument: DEED Recorded: 08/13/2009 Number of Pages: 3 At: 02:14:44 PM Receipt Number : 09-0092261 TRANSFER TAX NUMBER: 09-01032 LIBER: D00012596 PAGE: 536 District: Section: Block: Lot: 1000 022.00 04.00 015. )00 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $15.00 NO Handling $ 0.00 NO COE $5.00 NO NYS SRCHG $1 .00 NO EA-CTY $5.00 NO EA-STATE $25 .00 NO TP-584 $5.00 NO Notation $x .00 NO Cert.Copies $0.00 NO RPT $30.00 NO Transfer tax $0.00 NO Coags.Pres $0.00 NO Fees Paid $34 .00 TRANSFER TAX NUMBER: 09-01032 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Judith A. Pascale County Clerk, Suffolk County El 2 RECORDED Number of pages 2009 Rug 13 02:14:44 PN P g Judith R. Pascale TORRENS q Np;HArw CLERK OF SUFFOLK COUNTY Serial# JUL 3 0 2009 L 0=12596 Certificate ti SUFF011(COUNtYCLERK P = RAIERHFAD.NEW YORK DT# 09-01032 Prior CIE 0 Deal.Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. _ 1.Basic Tar: _ Handling 2.Additional Tax _ t TP-584 Sub Total i 1 Spec./Assn. Notation or EA-5217(County) Sub Total ' J Spec.!Add. �.� TOT.MTG.TAX _ EA-5217(State) Dual Town_ Dual County,_ R.P.T.S.A. '30- Held for Appointment_ Transfer Tax _ Comm.of Ed. 5. 00 � Mansion Tax _ Affidavit � The property covered by this motgage is or will be improved by a one or two Certified Copy family dwelling only. YES or NO Reg.Copy �_ Sub Total O If NO,see appropriate tax clause on /�< 1 Other .Grand Tota page ti of this i 09011245 1000 02200 0400 025000 4 �ts p T S �Da 5 CommuniE Preservation and Real REMC A C elation Amount S „_ Property i TUL-0 Tax Service F , t Due 5 Agency —_— Improv / c !/ Verification Vacant La 6 Satisfaction/Discharges/Relr..tse List Property Owners Mailing Address 1 D RECORD&RETURN TO: PbTD TD db �e(g 6W- 94-n-191 N 7 Title Company Information Cu.Name Title 0 8Suffolk County recording & Endorsement Wage This page forms pan of the attached made by: (SPECIFY TYPE OF INSTRUMENT) he�le�P v���C�q The premisis herein is situated in SUFFOLK COUNTY.NEW YORK. '�/ TO In the Township � —/of _ZAe le n, 't1P,i/ In the VILLAGE or HAMLET of. BOXES 6 THROUGH 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING (over) RYON•Quitam tkea-t�ivrmnt oeeospontr�t�sngee sheet)M9TU tim, CONSULT YOUR t.AwYER BEt'ORE stGNI.YG-nus rwmLmwr•THis 1N5rRUU1L14TsnouLD aE im 8Y LANYERS ONLY THIS INDENTURE,made the 14th day of May in the year 2009 BETWEEN Theodore Schroeder, residing at 5880 Bayview Road, Southold, New York 11971 i party of the first pan,and Steven Schroeder, residing at 5880 Bayview Road, Soubhold, New York 11971 ' party of the second pan. WITNESSETH,that the pony ofthe first pam in consideration ofTen Dollars and other valuable consideration paid by the pony of the second part,does hereby remise,release and quitclaim unto the party of the second pan,the heirs or successors and assigns of the party of the second pan forever. ALL that certain plot,piece or parcel of land.with the buildings and impravemenrs thereon erected,situate,tying and being intheTowa of Southold, County of Suffolk and State offNew, York, known and designated as an unnumbered parcel lying between lots 10 b 11 on accertain map entitled "Map of Sound Crest Woods. Section 1" and filed in the Office of the Clerk of the County of Suffolk on June 9, 1969 as Map No. 5315, more particularly bounded and described as follows; : BEGINNING at a point on the easterly side of Stars Road at the southwest corner of the herein described premises where the same is intersected by the northerly side of lot 10 on the aforesaid map; said point or place of beginning being also distant the following three courses and distances from the corner formed by the intersection of riortherly.'.side of Main Road with the easterly side of Stars Road. 1. Neatherly along the easterly side of Stars Raod 387.89 feet; 2. Westerly 20.04 Feet; 3. Northerly along the easterly side of StarsSRoad 1160.10 feet0to the point or place of beginning. RUNNING THENCE from said true point or place of beginning North 10 degrees 17 minutes 20 seconds West 69.14 feet to the southerly side of lot 11. THENCE along the southerly side of lot 11 North 79 degrees 42 minutes 40 seconds East 194.95 feet; THENCE Southol0 degrees 48 minutes 30 seconds East 50.00; THENCE along land now or formerly of East Marion School Dist., South 10 degrees 49 minutes 30 seconds East 19.14 feet to the northerly side of lot 10, and, i THENCE along the norterly side of lot 10 South 79 degrees 42 minutes 40 seconds West 1 195.59 feet to the point or place of BEGINNING. - TOGETHER with all right,tide and interest.if any,of the pany of the fire pan of,in and to any streets and roads abutting I the above-described premises to the atter lines thereof,TOGETHER with the appurienancts and all the estate and rights of the party of die fust pan in and to said premises;TO HAVE AND TO HOLD the premixes henein granted unto the party ofthe second pan,the heirs orsuecessors and assigns of the parry of the second pan forever. BEING AND INTENDED TO BE the same premises conveyed to the party of the first part A n�e deed dated 12/14/65 recorded on 12/20/65 in Liber 5880 p 249 and 245. parry of the rim pan,in compliance with Section 13 of the Vita Law,covenants that the pony of the first pan will receive the consideration for this conveyance and will hold the right to receive such consideration as a oust fund to be applied fire For the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any pan of the total of the same for any other purpose.The word"pony"shall be construed as if it i read"parties-whenever the sense of this indenture so requires. 3 IN WITNESS WHEREOF,the parry of the first part has duty executed this deed thedayand year fins above written. IN rRFsexCE or--. ��{_r�F4,,i��•~•�� I f USEAcman7 vrFojwRELOwwffimNBwYORKSrATEONLY, US6ACR2iowlEDGItffMFlDRNRFJLWwII)ID1tNEfVYORKSWEONLP: StateofNewYdrh,Countyof Suffolk )sa: State offtewYork.Cm-tyof }ss: ' OntheldQyofNay in the year 2009 On the day of in the year before me,the undersigned,personally appeared before me.the undersigned.personally appearad Theodore Schroeder p wwfy known to me or proved to me on the basis of satisfactory personally known to me or proved to we on the basis of satisfactory evidenato,betheindividunl(s)whasename(s)is(are)subscribedtothe evidenoetobethe individurt(s)whose mame(s)s(am)subscribed tothe within irsatrmera and acknowtedped to me that hdshddtq executed within instrument and neknoorledged to me tha hdsheRlre�executed i the same in hisA aMeir capaaty(ies). and that by his/huhheir the same in hisrnerhheir capacity(ies). and that by hisfinitheir signature(s)an the instrument.the individual(s).or the person upon srgrwture(s)an the inswment,the individual(s),or the person upon - behalf of which the individual(s)aced,executed the instrument. behalf of wbich the individual(s)nand,executed rhe instrument. RUDOLPH It BBUER NOTARY PUBLIC,STALE OF NEW YOR NR Z046590,SUFFOLK COU= ' ( 91�Sl0IiEXPIRESMA a l a duub d o 1dd� Q OCA 3 (� 1KN• u e r ACKVOwLEOGDtEiwFoatFORUSEIlVrmimNrivYi*RKSTATsONLY• ACKYOWLEDGAISWFOMIFORUSEoumDENEwYORKSTATRONLY: • [,%%wrak"senbindwim=Acb=&dgmmsCeniTxmI (OureJSrauorf-eipGe—dACL—*dgnemCemftrare) StateefNewyerf4cotratyof )ss» .. .......)ss» (Casa#acVenue uvthState.Caunrr):Pmvf mr arAfuddpaaay) ' On the day of in the year before me,the undersigned.personally appeared On the day of in the year ibefore me,the undersigned.personally appeared the subscribing witness to the f going imstrumem.with whom I am personally acquainted.who,being by me duty swum,did depose and Frasonatty krmwn to me or proved to me on die basis of satisfauory say that hdshdthey reside(s)in evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/shdthey exectow (ifthepk=ojra(denceisinnacirAindude the street mid street munber, die same inhisAwitheircapaaryry(ics),that byhisiberltheir Apature(s) ;fan);thereon;that lic"Mhey knows) on the insuument,the irrdividuY(Isl orthe person upon behalf of which the individual(s)acted,executed the ifswmau,and tha(such individual to be the individual described in and who executed the foregoing Trade such appearance before the undersigned in the instrument;that said subscribing witness was present and saw said I execute the same;and that said witness at the same time sulactibed (lnsen the dry or adWrpalhfcal sntxlivirion and tire mare or country or ihis/berhheir name(s)as a witness thada other pkiee the acbunvkdgmew was taken). i i jQUMCLAtat Duns I Tryma DasTRtcr i SscnoN BLOCK i LOT I TO CouNTY OR TOWN I RECORDEOATREQUESrOF I FfdeBW National Tide Insurance Company RErrIRNRYNAIL R7 i FIDELITY NATIONAL TITLE 8 0 INSURANCE COMPANY b raxnunrm 1M I ! 'co, ke-Ab.Fidelity ianm/" i eurrw.c•wsr,.ra..erw�,w.r.s.. i i r I U i I I � I O I $ LL O I � 1 � r - I U i a I m 1 I rya I N - W 1 I I i : !1 s• t sued,ia tt:Y.iRstt;Pmer roasmurds.-Ba�Iu and S.t.uGea.ait5,ul c.,m.m.�i c:m�.Aw_taG.td,'nfer•�"'�06c1=-'���>: � t•-��`��; uit ��ppOp t i ou Tif10S D)IDENiURE,madethe/ q of December nineteen hundred and slaty=five �: t t..et• BETWM GEORGE W. SdilRbEDER JR., residing at Cutchogue, New York = i' Boa'291, ' "of the first pmt,and MARION-SCHROEDER, residing at East Marion, New York, Box 17, Route 25, THEODORE SCHROEDER, residing at Southold,-New York, ; Box 994, and ROBERT H. SCHROEDER, residing at Southold, New York, s 'Route 25, Box 282, t :c party of the second part, %Vr NESSM that the party of the first part,in consideration of ONE HUNDRED ($100.00)-- -- --------------------------------------------------------------dol - lawful money of the United States, and other valuable consideration lai by the party of the second part does hereby grant and release unto the party of the second part the heirs c stweessors and assigns of the party of the second put forever, ALL that certain plot,piece or pared of land,with the buildings and improvements thereon erected,situati, lying and being home at East Marion, in the Town of Southold, County of i Suffolk and State of New York, bounded and described as follows: ! .BEGINNING at a point marked by a monument set on the northerly line of the Main Road about 2200 feet easterly along said northers j i line from the easterly line of Rocky Point Road (said point being he southeasterly corner of land of Costas Stars); running thence alon said land of Stars, 6 courses, as follows: (•1) North 22 degrees 6 minutes 40 seconds West, 181.14 feet to a monument; thence (2)-Nor h ; i• 38 degrees 10 minutes 20 seconds West, 29.92 feet to a monument; t encs (3) North 13 degrees 39.minutes 50 seconds West, 176.83 feet to-a i G montmtent; thence (4) South 83 degrees 18 minutes 40 seconds West, 0.04 feet to a monument; thence (5) North 10 degrees 17 minutes 20 sec nds- West, 2477.76-feet to a monument; thence (6) -North 10 degrees 31 tea; 00 seconds West, 1817 feet, more or less, to ordinary high water. rk-of_'-. Long Island Sound; thence-southeasterly along said ordinary high ter mark of Long Island Sound, 465 feet, more or less, to land of Phil p - DeNicola; thence along said land of De Nicola, South 11 degrees 13 minutes 50-seconds East,.•1562 feet, more or-less, to a monument an I laid] { of Edwin H. King; thencetalong said land of King, 3 courses, as,fo lower (1) North-84•degrees-7.9;minutes 50 seconds West, 250.38 feet•to.a monument; thence (2) -South 10 degrees 36 minutes 20 seconds Fast, 2459.04 feet-to a monument; thence (3) North 83 degrees 18 minutes, 40 < seconds East,- 75,M feet-.to a monument and-land of-Morgan Cornell; thence along,said_land-o£:Cornell, South 11 degrees-58 tufmteis 10- i i seconds East,-•328.65 feet to a monument set-on said northerly=.line f the.Main Road;•therice'-along said northerly-line of the Main-.Road,S th; i 57 degrees-24 minutes;;20 seconds West, 110.52 feet to the.point of i beginning, -containing'18:72 acres, more or less, according to- sur® of y • _ Otto:W.• Van Tuyl dated-•August 21, 1-933. - kt. c6 Y = Vii.: 5880 FA6 :i .. ' TOGETHER with all the right,--title and interest of the paity,of t the first part, if any, of, in and•to=the beach, °waters and lands under water of Long island Sound lying to the North of the remises •j _•; terest herein described and also all the.right, tea of way-and to said_ premises }} party of the first part in and to any righ IE that may appear in former deeds to one-Frank-J. Tuthill so long as they do not affect the house-lot of the said Frank-J• 1a 1 on the northerly side of the Main Highway:; _ By;this conveyance, the party-:of the-first-part.does.terty,- eby grant and release to-the parties of-,the second part, all hright, :title and interest in and unto above-described real:Prto which he was entitled, pursuantto Last Will aad•Testament George W.. Schroeder, his father, who died testate July 5th, 1963(file VMber 866P/63 Suffolk County, New York). The interest of Marion Schroeder.-shall be one-third stare, d ` the remaining two-thirds interest shall be divided equallybetween Theodore Schroeder and Robert H. Schroeder. - i IT i . t 7 t. n -•.- : - ., -- , • tia�588Q•rPnr�2't5 �;;�-" i ''ice•: TOGEra R wfth'atl itgt,titleninterist if any,of the'Paof the fi wt past,ip and to anystrtets:atid l40 ! roads abetting the above desmhed premises to the center lincs thereof, TOGEfE}Eit with the appuiteranees:aad all the estate aud-rights of the party of the first past•Wand-to said premrses> ;. TO HAVE AND TO HOLD the= muses herein granted unto the t i :Apr Bra party of the second part,the heirs or - •�� .. successors and assigns of the party of the second pate forever. j r _ - i d . • is • ,Y i AND the party of the first pat,in complimiee with SuCLion 13 of the Lien Law.covenants that the party of the first part will receive the consideration for this rnnwyance and will hold the right to receive such cotaid- i' eeition as a trust fund to be applied first for the purpose of Paying the cost of the improvement and will apply the same first to the payment of the cost of the imprownwnt before using any part of the total of the same for y any other purpose- The urposeThe word"party"shall be construed as if it read"panics"whenever the sense of this indenture so requires. i 1N VMTMS WHEREOF,the party of the first pan has duty executed this deed the day and year first above written. IN PRMNCE F: t L.S. GEOYRE W/• SCHROEDER JR. _..:.t 1..:1::'x_''C-` l�'�:r•:.. � .. , .. • W-41i"I��' :s•€t t ! p ♦ SSI t1 - L1 252.252 / PSI STATE or NEW Tom COMM of STATE-OF NEW TOM COUIM OF !1�L� day of 19 .before me ? i On the / day of December, 1965• the omapuU.nadir cam: . tame •{�� y GEORGE W. SCHROEDER JR. t j - to`e1e known to be the individual dtxeribed in ascribed in ond'I" ad who to me known to be the individual at ow ed that a warted*the foregoing instrumeik am(I adamwiedged �xawled the forego' instrument,and $ executed the same. -. he executed same. sjr .. In Itt1� ritle,std,of K"lov- :1t •I i SS, STATE OF NEW YORE.COUNTY OF SS t STATE of NEW YOWL COUNTY OF 19' ,before nine On the day of ersornlly 19 .before rue p� conethe y of personally Came witness to the fo mg instrument. with I to me known.who,being by me duly sworn.did depose and the suhsedbing n WMtek w o,being by me duty � N whom I am personally rtal I ; say that he resides at o. ; sworn,did depose and say that lie 'des at No. ` that he is the that he knows , {►,1 of .the corporation described o he the individlnl in and which executed the foregoing instrument;that he instrwaent; ration; that the seat affixed that in and who exenwit the [oirogpres knows the seal of said carpo eras resent and saw to said instrument is such corporate seal; that it was so t he, sad tbhegsame and present witness, affixed by order of the board of directors of said corpora- at the same time sibseribed h nal Me as witness thereto. 1 tion,and that he signed It name thereto by like Order. I '4` ry i .; - 14 i• r. x J�JI� o ~ :.`,.;�1i• 1{ t%�1 H 2~�ooo�E��+o� zn Old Ac N Oa TN z Sig 0H ��-t so z : =2 N I • t m RECORDED z DEC 20 IM - i ��Q �� it?Jf:1: l�( S f c NQRMAN E KUPP _.7 .'cl:i'1 o perk Of Suffolk County ctrll'i Q£Ai 1:9 OZ 33o S9 4 ri LIE j,i tit_ •�'�': -. .. .. ii •H ev v,.te,a MyJ.T u.wu„a�e,fdoo-mrol++.d s.r.oua.w0 6..omn T.T NS IM Aculilgi CONSULT TOUR LAW M tlifottE SIGNING MUS tNSTROMtItr•THIS ttlSTttuYEttTSNOUIp St t)4tt1 IlT LAIMTElS ONL THIS INDENTURE,made the /-f� day of December ..;sil—hundredand 93xty-f Ve BETWEEN GEORGE W. SCHROEDER JR., residing at Cutchogue, New York ' Box 291, t - party of the first part,and MMION,SCHROEDER, residing on Route 259 .Box 17, ];set Marion, New York, TREODORB SCHROEDER, residing at Southold, New Yor, Route- Box 994, and ROBERT H. SCHROEDER, residing at Southold, New York, 25, Box 282, patty of the second part. WITNESSETH,that the party of lite first part.in consideration of ten dollars and other valuable eonsid atk paid by the party of the second part,does hereby g-ni and release unto the party of the second part. bRi[ or successors and assigns of the party of the second part forever, ALL that certain plot,piece or pared of land.with the buildings and un ra s thereon���dd, tun lyingandbeing at East Marion in the Town of Soutt oid, Suffolic.Lo ty, Newyork, lying North of the Main Road at East Marion and bounded northerly by land now or formerly of Frank J. Tuthill; easterly by land now or formerly of, southerly by land now or formerly of A. ' Rackett; and"westerly by land now or formerly of Frank J. Tuthill. BEING, and intended to be, the same premises conveyed to Edw ]f. - ging iiy•Deed from Ella G. Vail and Eugene S. Griffing,.uumarried, being all the heirs at law of William ]folks tariffing, deceased;'d ted . March 10, 1952 and recorded April 8, 1952 in Liber 3338 ofvthi hes ides at page 330 in the Office of the Clerk of Suffolk County, premises are located with reference to survey dated August aleft; Sof made by Otto W. Van Tuyl, Surv'a s. 100 36of 1 20" E. 2459.04 feet, land lying east of line"running ring from land formerly of Tuthill now of Schroeder southerly to north side of other land of Schroeder formerly of Francisco; no warranty is . made as to survey location. grant By this conveyance, the party of the first allrhisorightt,hereby and release to the parties of the second part, to wh ch and interest in and unto the above-described real property, he was entitled, pursuant to Last Will and Testament of George W. Schroeder, his father, who died testate July 5th, 1963 (file numbr- 866P/63 Suffolk County, New York). - a The interest of Marion Schroeder shall be one-third share, the remaining two-thirds interest shall be divided equally betwe Theodore Schroeder and"'Robert H. Schroeder. TOGETHER with all right,title and'interest,if ane,of the part}•of the first part in and to any streets nil premises to the ccnwr lino thercaf:TOGETHER hitt,the appurtena roads abutting the above described prem and all the estate and rights of the party of the Brat pan in and to said premises;TO HAVE ANDTO HOLD the premfscs herein granted unto the party of tin.rand part,the heirs or successors and assign- of the patty of lite second part forever. AND the party•of the first part etnertants,flat the party of the first part has not done or suffered aa- g ' whereby the said premises have been encumberr'1 in-any nab 13.1f the excret a: cvesaforesaid. AND the party of the first part,is emnplianec n ilh�..tiuit 13 of thr Licn law,covenants that the pang of the first part Wilt receive the eopnsideralion for thi.couvrVallm atal will hold the right to receive such coa id- tilesin as a trust Ionil to t of lied the cost for the of the iminewcmrntow of t before usin any cost of t art of the to al of the-same ent and will ai r the same first to the pay g p any other purposes The uvtd"party"shall be construed:s if it rrad"pantie %hroreer the An, of this indenture so rcqut IN WITNESS WHEREOF.the party of the tint fart has thdy executed this died the day and•year first a ,e written. L.S. Int Pst or. GE t GE , . SCHROE JR. i ` Lem5880 FALL246 1 323 STATE OF KEW VOM COUNTY OF�CL I►/<2 2 Ss: STATE OF NEW TOES.COUNTY OF 19 fore me On the 141-k day of December, 199 65.before me personally came day of pens-113V came ^-. GEORGE 14. SCHROEDER JR. Abcd in and who -at- to tile known to be the individual desc to Ine executed�f foregoing instrument,and acknowledged at executed the foregoing$Istrument,and clan ledged that executed the same. he executedtbto�mr.• // C I.eJUAMIN IL KORNREICH W!"FLDOc.stag of now Yn 21 m Wan WM QUAIL WA 3V6 11 Wigan� 9 �17 STATE OF NEIN T0R14 COUNTS OF SS- STATE OF NEW YOSI4 COUNTY OF SS: On the day of 19 t.eforc mor On the day of 19 ,before me personally came he onally nine witness the with to Inc(mown,who.being by mor duly sworn,did drp••sr and the subscnbm personally ac,uainted,foregoing t by me duly say that he resides at No. whom I am pe y - worn.did depose and say that be resides at o. , that he is the that he knows of .the eurporatinn described to be he individual in and which executed the foregoing instrument:that he" ngouq instrument; (mows the seal of said corporation: that the seal affixed d%scribed in and who executed the•ft) to said instrument is such mrporatc seal; that it was so that he, � execute subscribing same:and that witnes%. was phe said witne S affixed by order of the board of dtreetora ot said corpora- don,and that he signed•h name thereto by like order. at,the same time subscribed h name as w ess thereto. lur aiu tttul .6udr Web . Wilm Cos•Nan-r AAAI%ST GR\\TpRc Acts TITLE NO. GEORGE W. SCHROEDER JR. COW" Suffolk •• - ou old TO Town o , East n Resm.MARION SCHROEDER, Ilwt at r .Dm9 . , tloa[c 7"r*Ir.Dmuuv .S' W MER–and cnjvG4GO Yrrix 1:ISURA.NCE C WPANY ' D Return by Mail to SIINOldO FO83 Of km logs Rim OF VILE oEoutllRR®S Distributed by BENJAMIN.M--KORNRE CH 4915-12th Avenue ]MOMS rMZ'xz Dltv><6ION Brooklyn,. New•York 11219 CHICAGO W1*rz4E iNS1UltA1VCE COM>PA1llY asp%M z RFCQJRDFp v DEC 2p Iycc O o NORM N G M' _ E::•l•'�tf1AJ Clerk d SIr>f cc CeE a:oi,m oz x,a s95, 7 W l •1 K SttAGLE AND SEPaw►-M SEARCH NAME r TITLE# Cog%ufs%f fmi lu bes ADDRESS DATE Y- '` ` ` -[7 DIST (IM' SECTION OZZ 40 BLOCK 0(#100 LOT �C35 o(X)( (-{LGHPotwr (AJOaDs MAI I. lap'�S LOT I# tQ DEEDS GRANTOR R e1u eb Sus SRA I CAMl1.UQ S1aP,-mA GRANTEE �OIt1 OF Sowrt{OL a DATED (q ZOIS RECORDED S Z 2015 LIBER/REEL 12827 ll GE 809 TAANWMTAx-- — REFERENCE S-T is-- 2-34 R 8 - �TEit�AR� lrlt.E -3asctvANc+r COMP a DEEDS GRANTOR -CAMIUF_ S(u TRA GRANTEE CtIARb 'St MA AMItIZ SINAI -.f-eam s 1011 cDmaJ DATED Q N3 RECORDED tO (7 ZC.n3 LI ER/REEL 2Zft8 PAGE y(05 TRANSFMTAX o REFERENCE '3001 - t q 4 o(p 1642sT AKMcAiq (frac Zasufzue - C.phPhd p� DEEDS II GRANTOR _- _MARS kj WOOaS As ociA es !. GRANTEE LCHAR SIMA'MAk 4 CAMILLE S(�r,'IRA E DATED ' Ia 1gQq' RECORDED '2 . (QQg LIBERIBEEL PAGE �7 TRMTWM TAX_ _ Q[DO Zoo REFERENCE 12. Co Q(07 DEEDS GRANTOR RtCHARi '15RAEL GRANTEE MARION WO�PS 'SSOCtWTe5 DATED 5 (/O frQ42 RECORDED LIBER/REEL 14(OS pgGE '��'= ! ~® REFERENCE' tltCAc-�o 11TLE TNsttRA0&= Ido. DEEDS GRANTOR bOROT N CCOP, GRANTEE Rt6 3 S'RAEL DATED l I a' Ig89 REELtRDED 3 3 (Q jQ LIBER/REEL (08(0 PAGE 2511 TRANSMTAX - - !(06 - REFERENCE ( 12-88- (Co>2 T-11E GQAat4rJTt�c_ Ce)SPA )V DEEDS Lam. ..GRANTOR bo%m -E. (10K-((1304 C—mw*gv: of TtIe,-BRT TE p 40MEC-, IJg, f GRANTEE OP,O E. CoOK DATED RECORDED- LI 22 ,?7(O LIBERLREEL I ? PAGE7PANSFt_ �S1oo MTAX �..JJ REFERENCE . - - W5, Lifer crrce �asuRanlce C'o, cfi N,(, S tAGI E Atib 5 '(*eA-rE SEARCH NAME TITLE# ADDRESS DATE DIST L060 SECTION 02Z'00 BLOCK O'-E,BCS LOT OO�J,a41 RLWdAP MAP# LOT# DEEDS GRANTOR CgMERQ4 C, C=K C—tSCRCa6 C, COt�(<,�q, GRANTEE '1I— DATED 1 2 4(OB RECORDED Il cI ( (0% LIBER/REEL �E PAGE 7PAWFERux. © REFERENCE. DEEDS GRANTOR GRANTEE DATED RECORDED USER/REEL PAGE IRANSFMTM REFERENCE DEEDS GRANTOR .- GRANTEE DATED RECORDED—' LIBEF"REEL ' PAGE TRn14WMTAX REFERENCE DEEDS GRANTOR GRANTEE. DATED RECORDED LIBER/REEL PAGE TTAX REFERENCE' DEEDS GRANTOR GRANTEE DATED RECORDED LIBER/REEL PAGE TVNSFMT^X REFERENCE DEEDS GRANTOR GRANTEE DATED RECORDED- LIBERLREEL PAGE. TRV48FMTM REFERENCE . � i i - 1 liillll IIII IIII(Illl(II(II 11111 IIIII 11(11 IIIII III(lill 111111 IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 8/12/2015 Number of Pages: 4 - At: 4:17:32 PM Receipt Number : 15-0108789 TRANSFER TAR NUMBER: 15-01130 LIBER: 00012827 PAGE: e08 District: Section: Block: Lot: 1000 022.00 03.00 005.00 . EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20_00 NO COE $5.00 NO NYS SRCHG $15 00 NO EA-CTY $5.00 NO EA-STATE $250f00 NO TP-584 $5.00 NO Notation $000 NO Cert.Copies $0.00 NO RPT $60,00 NO Transfer tax $0.00 NO Comm.Pres $000 NO iTRANSFER TAX NUMER: 15-01130 Fees Paid $380 00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL ' I JUDITH A. PASCALE i County Clerk, Suffolk County I 1 2 Number of pages RECMW 2015 Aug 12 04:17-32 PH JwITH A. PrZME This document will be public - CLERK C,N record. Please remove all L 000012W Social Security Numbers DTf< IS-f)8 prior to recording. i Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page 1 Flirt Fee Mortgage Amt. Filing 1. Basic Tax Handling 00 2. Additional Tax TP-584 Sub Total SpccJAssit. Notation ! or A-52 17(County)^__^� Sub Total Spec.JAdd. TOT.MTG.TAX E -5217(State) _ �= Dual Town Dual County _ R.P.T.S.A. Held for Appointment- Comm.of Ed. 5. 00 Transfer Tax Affidavit ' Mansion Tax WE The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. -003 family dwelling only. Sub Total 0 YES or NO Other Grand Total 3 g� If NO.see appropriate tax clause on page dt of this instrument. J 4 Dist pn Sectinn MLan m...t. .- .- -'S,p®� 5 Community Preservation Fund! Real Propert 13018222 1000 02200 0300 005001 Consideration Amount$ Tax Service QTS C~UIlI�WU�OII � ax Due $ 19- Verigfia n R oTY A iIW1(U1 1� 10JUL-15 improv 6 Satisfaa.-.. -..r. .r,,-+nz=scs i2weroperty Cfimers Mailing Address RECORD&RETURN TO: Vacant Land - i T uJ,v m 1r 50-'/"o 10f TD TD 1 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead,W 11901 Co Name •? www.suffolkcountyny.gov/clerk mtle $ Suffolk Counly Recording & Endorsement Page This page foams part of the attacbed :.3[t'a made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in i�► ��:II c t flp�liA SUFFOLK COUNTY,NEW YORK TO in the TOWN of :,%AalA, 1WU CIE K01114,101 In the VILLAGE or HAMLET ofCm� -.,,w BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. A 57* NY M-Bargain and Sale Deed vriN Covenant asaiau GmnW%At4 ledividuA or Coryoralion rShVc Shml iNYBTU 501M L'ONSULTYOUR I AWYERBEFORESIGNINC7=9ITSMUNIENT-7TUSMSTRUblEifMOULDBEEK ByLAWIMMONLY aSoT A THIS INDENTURE,made the 19th day of June .in the year.2t W W IS, BETWEEN RICHARD SINATRA AND CAMILLE SINATRA, 14+ 1 S T;#A 145MUG, 2 Sea '[.1.1FF,NY /Is-w i parry of the Cyst pap,and TOWN OF SOUTHOLD,a municipal corporation,Xg39S M-91 r 4,046, C SOprHo".p My /117/ putty of the second part. WITNESSETH,dw the party of the fust pati,in consideration of Ten Dollars and other valuable consideration paid by the party of the second pan,does herebygrant and release unto the party of the second part.the heirs orsuccessurs and assigns of the party of the second pan forever, ALL that cenain plot.pica orparal ofWnd.with the buildings and improvements thereonerected,situate,lying and being in the **SEE ATTACHED SCHEDULE A** &a1ArG qAM IAMi IM Te BE 771E s9me P.4L-/a1 S alwwye•a 8y AM OA7 D 9/F/o3 Ain,P. ooga io%7/oa 10��eex I,�z78 Pace ItpC WHEREAS,as set forth in Chapter 17(Community Preservation-Fund)and Chapter 185 (Open Space Preservation)of the Town Code of the Town of Southold,OPEN SPACE acquired by the Town pursuant to the provisions of those chapters shall not therafter be alienated,except upon the affirmative vote of a majority of the Town Board after a public hearing and upon approval of the electors of the Town voting on a proposition submitted at a special or biennial town election. No subsequent amendment of the provisions of those chapters shall alter the limitations imposed upon the alienation of real property acquired by the Town prior to any such amendment Ali other provisions of Chapter 17 of the Code of the Town of Southold and Town Law 64-e shall apply to this conveyance to We Town of Southold. TOGETHER with all rigid,tide and interest,if any,of the party of the first part of,in and to any sueeu and roads abutting the above-described premises to the center lines thereof;TOGETHER with the appanenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises hetein granted unto the party of the second part,the heirs or successors and assigns of the party of the second pan forever. AND the party of the first pan covenants that the party of the fust part has not done or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid. AND the party of the first prat.in compliance with Section 13 of the lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to re:eive such consideration asatrtrst fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any pan of the total of the same for any other purpose. The word"party'%hail be construed as if it read—panics—whenever the scree of this indenture so requitmL Lit WrFNEss WHEREOF,the party of the first pan has duly executed this deed the darty and year first above written. 1N PRFSENMOf: • ►-C SII Stewart eyt title insurance company SCHEDULE A—DESCRIPTION Tide No.: STIS-23498 ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erectei 1, situate,lying and ging at Orient/East Marion in the County of Suffolk,State of New York Town f Southold,known and designated as Lot 10 on a certain map"Map of Highpoint Woods"filed July 25, 1997 in Suffolk County Clerk's Office as Map No.: 10035 and being bounded and described as full ows: BEGINNING at a point where the northerly side of Main Road(N.Y.S.Route 25)intersects with the southeasterly side of Kayleigh's Court distant 1410.60 feet northerly to the true point of beginning' RUNNING THENCE northwesterly along Kayleigh's Court along an arc of a curve having a radio of 50.00 feet,a distance of 7854 feet; THENCE North 11 degrees 50 minutes 20 seconds West, 11356 feet; THENCE South 78 degrees 13 minutes 50 seconds West,279.73 feet; ! THENCE South 11 degrees 09 minutes 20 seconds East,87.69 feet; THENCE South 81 degrees 49 minutes 10 seconds West,336.27 feet; THENCE North 10 degrees 44 minutes 17 seconds West, 1246.77 feet; i THENCE South 84 degrees 15 minutes 37 seconds East, 150.60 feet; THENCE North 87 degrees 48 minutes 30 seconds East.211.05 feet; THENCE South 10 degrees 10 minutes 10 seconds East, 157.71 feet; THENCE South 09 degrees 39 minutes 30 seconds East,220.39 feet; THENCE South 10 degrees 24 minutes 00 seconds East 147.50 feet 1 THENCE South 08 degrees 11 minutes 20 seconds East 222.72 feet; THENCE South 12 degrees 44 minutes 30 seconds East 139.40 feet; THENCE South 09 degrees 1 I minutes 10 seconds East,90.85 feet; THENCE South 09 degrees 53 minutes 20 seconds East,71.78 feet; THENCE North 78 degrees 13 minutes 50 seconds East 326.09 feet; THENCE South l 1 degrees 50 minutes 20 seconds East,213.50 feet to the point or place of BEGINNING. t v 1 f I USBAC7-%MVP}7JMMTMmi# EwtisvMMNFWYOalCSrAreOW USEACMOII%E=Y6vrFO IRSFoWtm ivjVm•YowsrA7F0\.L!' StaleorNewYorl4countyer S.Arali'r` }ss.: StateofNewYork,Couniyor }ss: On die llAtlay of 3'LWa in the year soar On the day of in the year fuug�me,the undersigned.9mitally app�d before me,the untlasigned,personally appeared tf.NMa SMM�r CAP, ale Stn�q� . y known m me or proved to me an the 6uis of vtisfactmy personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose numc(s)is I=)subscribed to the evidence to be dm individuals)whale names)is tare)subscribed to the I within instrwnent and acknowledpcd to me tliat he0shchhey exectacd within instrument and aeLnowledged to aw that helshehhey executed the same in hWhedtheir capacity(tes), and that by hWiteddteir the same in hisfhedtheir eapacilgies). and that by hisAxrhheir signature(.,;)on the instrument,the individual(s),or the person upon signature(s)on the instrument.the individual(s).or the person upon behaUuf whi thc' vidualWacted.executal the instrument_ behalf of which the individual(M ucted,excLuted the in anifla lt. f O' gum �l!>sllAl�7tQ lY 2 AGGYoly/F1XstmTFORitF08USFWhii11Nk7YYORliSTATEONLr. ACIW0117YwOmawFOam)?USEO(fl PENOvY6x SZATsM7.r• (Ntr)WkSuba'n'bvWFimras.kbwwkdemenr&Wfimp) l0arofSwre0?PamiguGenradAetnundedgemuCealfwwel State onlewYork,County of }ss: .....,,.,,In: (Cmnpine 1'enur with State,Cuum>x Ya�rhrtY or6fmddpvRn9 On the day or in the year before Inc,the undersigned.personally appeared On the Eby of in an:year before rite,the undersigned.personally appeared the subscribing whacss to the rotegoing insttunuatt.with whom 1 am personally acquainted.wiw•being by atm duly swum,did depose and Personally dmrnvn to me Of proved to me on the basis or satisfactory say that bdshddmy reside(s)in evidence to be the individud(s)whose names)is(are)subscribed to the within instrument and aclenawledgel to me that l dstiddtey executed (ifilwldutyofreddencrir6iarity.imdudehrsrreetardsrrecrmm,&er, the same inbisilofteircapacity(ies).that byhisAtedtheirsigmatue(s) ifugv.iherr+ft.that hdshthky know(s) on the instrument.the individual(s).or the perswt upon behalf of which the individual(%)acted,executed the i nhument.and that such individual to be lite individual described in and who uavted the foregi ft made such appearance bcfure the undersigned in the instrument:that said subscribing witness w•as preterit and saw said execute the same:and that said wittteo at the same time subscribai (lRstwIke city orwl>rrpolhimla4ditiskmwullfnstteorcaluurvar hislheddicir natruls)as a witness thereto. udier plae'e toe twkwiviedgmear oresWen). t BARGAIN R SALE 00.0 4VIIl11PQUNIY AGIini�TQUMmI'S KT _ 7-=N0. l0n9M T 1000 SECnoN ZZ RICHARD AND CAMILLE SIINATRA Bt ocK 3 Lar 5.1 CouwjY OR TOWN TO TOWN OF SOUTHOLD RECORDEAATREQ11i3TOF Fidelity Natitmal Title Insumnee Company RtTURNRViVAJ1.T10 FIUEMY NATIONAL TITLE 0 INSURANCE COMPANY rnatmrVsl+m rYAT i i 1A Fidelity ew.n..n�r,.l am rorrm.��� W v LL - O V - 2 ( O ; V ILII W � 4 LL O W W P 0 LL W V 4 a W K W M W tt I i E i 1 r IIIII�IIII(IIIIIIII�INII(IIIIII(I�IIIiI�I�IIlnl � i III!(I ILII ILII�I!IIS SUFFOLK COUNTY CLERK RECORDS OFFICE j RECORDING PAGE j Type of Instrument: DEEDS/DDD Recorded: 10/37/2003 Number of Pages: 4 At: 12:09:48 PM TRANSFER TAX NQNBER: 03-11.141 LIBER: D00012278 ' PAGE: 465 District: Section: Block: Lot: ' 1000 022.00 03.00 005.001 EXAMINED AND CTIA tg= AS FOLLOWS i Deed Amouint: $0.00 Received the Following Fees For Above Instrument Exempt Exempt ; Page/Filing $12.00 NO Handling $5.00 NO COg $5.00 NO NYS SRCBG $1 .00 NO EA-CTY $5.00 NO IIA-STATE $50.00 NO TP-584 $5.00 NO Cert.Copies 4.00 .00 NO RPT $30.00 NO SCTM NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $12 .00 TRANSFER TAX NMWERs 03-11141 THIS PAGE IS A PART OF THE INSTRIIMENT THIS IS NOT A BILL Edward P.Romaine County Clerk, Suffolk County i F12 3 Number of pages RECON 2003 Det 17 12:09:48 PH TORRENS Edward P.Romalne _ QJW OF sada)9 SmTax CMWY L C00o122M Certificate 9 P 465 OTO 63-11141 prior QE P Deed I Mmtgaile lnauumeal need/Mortgage Tax Suunp Recording I Filing Stamps 4 1 FM!S Pose/Filing Fee ,. Mcdgage Ami. lbnd ng 1.Basic Tax TP-584 2.Additional Tax Notation Sub Total FA-5217(Couttty) Sub T0fe1 Sp=JAssh. BA-5217(State) or Spee/Add s R.p!'SS.A. TOT.MTU.TAX Conan of Fal S QS7_. . Z I)Ml Tawe Iluol County Held for Apportionment AMdavft • ♦ Transfer Tax _ CerIlliedCopy __ Mansion'ibx The properly covered by this midipp is or tC&COPY will be improved by a one or two family Subs dwellins only. *Other YTS or No • GRAND TOTAL — If N0,ane appropriate tax chmsa an page a ' oftitla blstnuaent. 1 Real Prllpat MM service Agency Venftcation 6 Community Preservation Fund Dist. Section Biodc 1.01 Consideration Ammmt 5- stamp 030379099 2000 02200 0300 005002 �l CPF Tax Due S Dag TI Improved �PPPOILSA I0U[eIs t I Vacant Land � SatlSfacitons/:__„• -� ..,...y v..•r•a�aau�u�7tuu- �� R8CD1tU Ak RBTUNN TO: 112nnath F. Grabie■ Esq. .M 162 Terry 8d. Smithtown, BY 11787 8 i TWO COMPpuy Information Co-Name 9 Suffolk County Recording &Endorsement Pa e M&page ftmm Patt of ow attrkw hocl mach by: (SPraFY ME 01 INMUMIarr) The preatises herein is situated in SUI•FOIXCOLWIT,NW YORK TO In Ihe'fovmsltip of In tlth VILLAGE Aur A or HAMLF,r of ' BOXES S UIRU 9 MUST BE•IYPIM OR PRINrW IN BLACK INK ONLY PRIOR-DO RECORDING 012 F/ • rial-ftegicA ti-{(e- 3001— 1`l'(06 BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION FORIVI81107 `vl� CAtrROK"1ASAGRUtWSltG=BRPRtPII WWtXATrOMF:YAP' ftMEMBYAYP Mb"FGRS19.WRAND PURCIMSL7t B}3FiW SlGh1NG TNISINDENTURE,madethe .20_W between Richard Sinatra&Camille Sinatra.husband and wife,of 16415th Avenue.Sea Cliff.New York 11579 patty ofthe first part.and .. a Richard Sinatra of 164 I5th Avenue.Sea Cliff.New York- Cliff orkCliff:New York 11579.as Tenants-in-Common h1j°tllaiSinana ofyi64�1�Ui ilvetl►e.Sea party of the wooed pan, i WnWIMMM,that the pony of the fust part,in consideration of Ten Dollars and No Cents(S 10.00), lawful money of tho United Stales,paid by the party of the second part,does hereby grant and release unto the party of the second pam the heirs or successors and assigns of the parry of the second part forever 1 ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon-,eefed. situate,lying and being in the See Schedule A,Attached 7VGETNER with all right,title and interest,if any,of the party of the fust part in and to any sheets and roads abutting the above described premises to the center lines thereof. 7IDGETNER with the appurtenances and all the estate and rights of the(arty of the first pad in and to said premises, TO NAVE AND 710 HOLD the premises herein granted unto the party of the second part.the heirs or successors and assigns of the party of the second pad forever. j AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever except as aforesaid. AND the party of the first pan,in complianze with Section 13 of the Lien law.covenants that the party of the first pan will receive the consideration for this conveyance:and will hold the right to receive such eonsidewteon as a bust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement bcfine using any pan of the total of the same i for any other purpose. i The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. !N WITNESS MWEREOF.the party of the firth pan has duly executed this deed the day and year first above written. lNPRESENCE�T��� Rrchurd Sinatra Camille Sinatra N sII-%% Q=ijWWI*=rVr"ir9/aar -0211U2ltmlh�waendtrSCa"ertrmEerafWclr:i:NadsGtu[rp. Acknowledgment by a Person Within Now York State(RPL§309-a) STATE OF NEW YORK ) COUNTY OF SUFFOLK )ss" On the " day of September in the year 2003.before M the undetsigncd.petsatmlly appeared Richard Sinatra&Camille Sinatra,husband and wife,personally known w me or proved to me an the basis of satisfactory evidence to be the individual(s)whose names)is(arc)subscribed to the within instrument and acknowledged to me that they executed the same in their capacil)VOSL and that by their signatures)an the nt.the' ividua)(sl o the pe ;upon behalfof which the individual(s)acted,executed the instrument. N ' ROMME atra�d ht lOtk COMM tta on Ma Boat gliar 1 VA%h tbrmaat APimt Gmutur s Acts SICTtON 022 7M NM 3001-19Nb 6 BLOCK 03 I Lar as.001 COc3 MOR•rOUTI Suffolk S"1' MADDRESSS Keyteigb s Court iRichard Sbutra&Gamine Sinatra,basbaad and wire Est Mar[ou,New York i t939 TO R&bard Siastra&Camille Sinatra.as Tessats-to-Common Return by SLB to GraMe&Grable,LLP Attorneys at law 162 To"Road SmitM=%NY 11787 I NYSBA9 Raidnaki Red Es=Rom Igal D 21472 Mobew Bender A Ca.a munberortRe UsIONex s Omaµ I Sinatra&Sinatra to Sinatra&Sinatra - Kayleigb's Court,East Marion,New York 11939 Schedule A ALL that certain plot. or iece el of 1 P p� and,with the buildings and rmprovem�nts thereon erected,situate,lying and being at Orient/East Marion in the County of Suffolk,State of New York,Town of Southold,known and designated as Lot 10 on a certain""Map of H'gbpoint Woods"Sled July 25, I997 in the Suffolk County Clerk's Office as Map#10035. SAID premises being known as and by Kayleigh's Court.East Marion.Suffolk arty, New York. BEING AND INTENDED to be the same premises conveyed to the party of thl first part by deed dated January 18. 1999 and recorded with the Clerk of the County of County or February 8, I999 in Decd 11944 Page 487. I I I i i 27427 119441�; 1 CJ ED ; 487 picom Nnrnbcralpages 99 FEB-B PH 2'56 TORRENS FU EdMIED P 0MA111E GLcttK W "WWNRSerial A TAX SUFFO K CO ITY Ccnificate a K"QX EM fflor Ctr.if Dccdl Martgage btutanernt Deed 1 blongage Tax Stamp Raotding 1 Fil'mgStvnps q FEES i'aSe1 FGaq Fse - Mongage Am: �. Handling j_. 1.itauie Tax TP•5S4 1*�. 2. Additional Tec Notation �.7,._ Sub Total L ✓- EA-3217(Couuty) SubTotal SpegAssit. or EA-5217(State) w Spa.(Add. R.P.T.S.A. �? �arF� TOT.MTG.TAX Dual Town Dual County Comm.of Ed. .Qom_ g� :, . field forApportioam ni 1- Ai6dait ,� ��:, --� ,�+ Transfer Tax Mansion Tax 1 Certified Copy ._._ ''' •(U piny covered by this mmtgese is of i Reg 'y ^_ will be improved by a one or taro family Sub7ot.�f '� dw lingonly. Other _ YES or NO If N0,see appropriam uz clause on page I GRAND TOTAL of this instrument. S Real Property Tax Service Agency verification '61 Title Company Inlotmatlon Dist. section Block LA ow jWv 00 0-300 60 j. Can, Name v61 1 6116 Die a � ­1 ( rte Titre Ntanber Initials - I 8; PEEPAID BY: I Cash Check Charge t Paye.•same as R&R (or if difrerent) Y fl NAME: Cra v t IV, ADDRESS: RECORD&RETURN TO t 7 (ADDRESS) 9 Suffolk Couecordin & Endorsement Page This page forms part of the attached -L made by: t rl (SPECIFY TYPE OF INSTRUMENT) ; All VI u n WOOL The premises herein is situated In SUFFOLK COUNTY,NEW YORK, To !n the Township of 11 L�� :) f t t Y'C _ M the VILLAGE or HAMLET or p BOXES S THRU 9U BE TYPED OR PRlN`MD IN BLACK INK ONLY PRIOR TO RECORDING OR FILRIG. gAx.tUW� t 1194448'7 13 ee��ia1 mxaru Form roe: BARGAIN&SALE DEED IYITH COVENANT AG.41NST GRANTOR'S ACTS THIS iNDEWURF.made the K -th(r yVantamy. 1999.heinven MARION W00W,4SSOCI- ATSS a Nes• York general partnership laving an off ie a at 44.1 Mohe Strect(P. D. liar.100). Greenport.NY I t M.pam-ofthefirst port and RICHARD SiNATRA and CAMILLESINA TRA. husband and wife.residing at 164 13th Arenue.Sett Cliff.NY 11579.part►•of the secund part. WITNESSETH.that thep"-of the flrst part.in consideration of Ten Dollois anti other valuable mitsideration paid in•theparty of theserandpart,sloe's hen bt•gnat)and release into the pork•of the second part,the heirs or successors and assigns ofdee pant•t!f the second part forever. ALL their certerin plot pieccur parcel oflant4 trithanyhuildingstint tnlpruvea►rents drercou e•mrtetl, situate.!Virg amiheing at Uricniffii st Marion to the Counit•of.Steolk.Sure of 1 R'eir York.Town of Southold,k imm turd designated its Lot 10 ern to re rtahr"hGrp o1Ylighpoint Wootl s"filed Jul►•:S. 1997 in the Suffolk County C'lerk's Offrctr to Alar.NIQU.IS. TOGETHER to ith all right.title turd interest.if erns•,uf'dte party trj the first part in and to ant•street amirands��uttingtheaho►c-eicscrelxrlprrmta:stotlit•erntrrlinesltreneoj. T0GF.T11ER1Vi1hritc etppitrtenancrs and all the estate and rights u f the party ofthe first Inert in rind to saidprendsm.TO 11.4 FE AND TO HOLD the premises herein granter)tmto the part)-of'the•second part.dee heirs or site--mors and assigns of the page of the second part fnrcter. .•IND the porn•of the first pare.in compliance Leith Seethm IJ of the Licit Lair.rovenont►that the 1 lrur;,y o;Thefirst part will receive the consideration%r this courri once unit trill hold the right to j rmiw such consideration as a trustfiend leend to bapplied first fur the purpose of pt{vtng the cost of the improvement mid will apply the sante first to the pttt meat o1'the cr,st ol'the improvement before thing ant•part of the,rata!of the stmje for ata•other litirpose. AND the party of the second part covenants that.(a)upon construction ala residence on the prmLsees and prior to occupancy ofsuch residence,sold party will contract with Brooklyn Union Gas('•aUGo5rrtatumigasservice as the principal fuel sourrefersuch wMeneeand(b)ifsaid pai*doesnot cotitractwith BUGfbrsucbservices,soldpamyshalleltberpromptlyreimbursethe 0 o o Pall ofthefirstpim orpaydirectlyle BUGanycharges tailed byBUGas a result ofsald party's 00 ,=,,'.3 ui refusol or failure to accept sack gas service. This covenant shall run with the land and shall he .. 000 o binding upon the successors and asstg ns of the respective pardes. DeOrt ts)GPIrt:3, --+` lar-tell t 114 . 43 AND rhe part-of deefirst part twvenaitts their the part)•gfthcfist part has not done urs!fferedany- mthing where!{y thesuit!premises leave-been enciauhere d in ant,tray whatever.t:rcept its trforesaid. Ae. el •ire.•}} ft'it�sCC.(t t� h] �- tt'�(`a f' t]•'� . The word"pain-"shall he co sinted as if it read'parde:s"Wit-never the sir luc ojdrls/ndcnttlre stI rerpeims i IN IPMESS WIF.RFOI.the party of thefina part has Italy eseevaed this deet)the day find year j .Am above wrhteif MARION IFOODS ASSOCIA S in presence of Richard Lsrael.Partner ,ST.-tTE orNEir YORK ) COUNTY OF NEW YORK ) On this 9- day of Junuarr: 1999.before me liersom or came RICIbI RD P.ISRAEL.!u air known to be die indiv idrud who tseYrr►etl die/oreKnoug inst meat.unr!ackrtotvledgerl flat he muritted the same anti that he is a partner of H.i ltlON IV OS iSOC' .S..and that he/nae! euohorityto sign the same.rtmlltc crcknow let!•erd q-,,dd man as the act amtdecalof saidpartnership for the purposes herein mentiNature•Public lS:,k, , Air 02!41?i079t �MI•t p>" 11,11"4111 n Wa,tcustn r.•,•ry MArhmwUt4hIWC*nl !,GhatA-nUjlJ1.tvaa ll�tv�ii9 • � • I bpAw MT A I L too MI.WA -hhry,d YM bank orf rwrrr�qpr trww�,�eu.d4.Y.O w tMMaw-unmeant ' ooNIULT Vogt LAWVU Una geNUN01111i FRithu11111t.111111 INNlY11tNT fiNOYLe It Vill W LAWVM O11LT Tills INOtMM made the 6'N day of may .nintletn hundred and n inety-two tt !,ll ff�N RICHARD ISRAEL. residing at 100 Dawn Drive, a�~ 'D Greenport, N.Y. 11944 patty of the Alit part,and '114 MARION WOODS ASSOCIATE,0, a New York general partnership having an office at 443 Main Street, Greenport, N.Y. 11944 party of the second pan, WITNM[TI/.that the party of Nir Arlt pan,in enndderali in of On dollars And other Yalu"consideration PW 5y the party of the second pan,don hereby grant and Hina unto flet party of the ateond pan.thA altars at suttfasors and assigns of the party of the attend pan forever, •" ►' ALL that torlaln plot.pita or parchof land, ►.,, rr Ia,nl,pws;wtl. more particullar y fear on fiche u o a lac e YY hereto and made a part hereof. tg� DISTRICT 1000 SE)CCION 722.00 I >}I= 03.00 Lfl►p 005.000 1 . s Ec�rE,p �� Ol'fi FS1fi1F �.r i A MAY 12 19332 TRAN`.tEli ►itX �' St►Ff01 K 1 T411-1 MEN with all tight,wir and inwrtet,if any,of the flan)-of the htsl wl in and In an►+brats and nails ahuamg the atane dr.ttd.r.l prtlawt its the center line.thretutt TOGETHER rub the appeurtman I and all thr#.tale AM right,of the party of the Ent pan in and q said Priesistat TO HAVE AND TO 1114.11 IN plornswt fifteen prante-1 unto,the pally Of the second part.thr heirs of sucee.ti.t.And assigns of 1 110 Ivrlh tit thr semenl liarf fufeter 1 � 1 Ails the iutn sal the Afa pan sotensnts that the party of the first pan hat rata done or.uffertd anything rherrhs ft" yuf prenntf.have been encumbered in any way rhairser.earrpt as afraressid. aitl Ih. pan,••f the Artt part,in eampliante with Nn-llon 13 of:he lien Law,cuvehsnts that the party of chi nta pan A I Invitt the-e..ntah►ratrun for this eonieyancr and rag bad thr right la refeirr sucb tonsad• tratiun at a IM11 fuml It.be aypivd first top the}wfpote of pA)vng the lou of glee imiirnvrm#nt and nnil tipply Its. wine first to tht paymrnl of flet lost of the improvement before using any part o[the toga►of the seine 1nr ` ant whet Intrpnif Thr wnrd"party"thatl b canttrued at it it toad"patnet"whfnrse•'6-sense at that indentpre us requires. IN WITHUS WHU201r,the party of the Arg pan hat duty tuttuted ties,dyed the day and year first above written. IN Plasexet or- n k!' RIOM ISAAEI. tTAto 01 Notw�T1111111. v=.OOONYY of MW = oot lu"0f New N1 tt.414111 of ott Un the Y day of PAY to 92 .before me On the day of 19 before tit brrwndih came RIS ISRAM personally tarot III rat, t,m,an b• IW She mdnulMAI dr.eribed in and rho to ate known to be the individual described in and who rtirtutr•l the (nrsipung instrument, and acknowledged that executed the foregoing Instrument,and acknowledged that- ho ritmuteal the some executtd the urns. ^WA'--i' ...'tm+e NAMA INt11 1At(11r11M NOTAat Itmic.Ya.of NEW Twit Mo asaede Geewtww .p.r. , o/AYo of NOW Yoto.OWN"of tot Ila"so New Vale.4Ot1NYY Of 111 I to the day of 19 ,before me On the day of 19 ,befote me to t.nnauc rause perm"lly eime Its:11P 1.nivan,who,hrtitx by me duly sworn,did depum and the substtMott witness to the foregoing instrument. with ..rmIhAI he resairs at No. whom 1 am personals acquainted. Mho. by by for duly sworn.did dcpow and lay that lip reads n:Vo Thai Ih• si the i ul that hi knows 3 .the corporatmn described In stat aMch eartutnt the foregoing inurument;that he to be the Individual knit.►• ihr oral of esti corporation; that the sra) affixed dnrnbrd in and who exetuted the lortiping Instrument; to mi-I m%innsunt r• suA corporate Pat. that it was to that be. said wbsenbing wittiew was present and saw Axed by order of the board of directors of aid corpora- execute the unit.and that he,said witness. iron,and that he signed h name thereto b) like order at the eemt tient subscribed It man as vnine s thereto. Scirgntn and lint Verb DISMCr 1000 ,. . WirN(.6%am-i Armpitt,GaAxma's ACU 119c 1011 22 n'cU No aaocx 3 RIC IUM IMAM LOT 5 1'O moom9oNtTOWN Southold MUCH wows AS90CV=1 10=0 V=1 Itgwse d CoiCAOo TITLR INluttANCI COMPANY linaagrtwornhneassaelou"its asq`-`0. so"by Mall so Distributed by 171111111V19ANCE ONVA1rY .MIt'gY q.,4r. • ��itlr�tf��'At, u� t iWl s I � l I T1COR TITLE GUARANTEE COMPANY and TICOR TITLE INSURANCE 9OMPANY Title Numbert T1288I2874 1 SCHEDULE "A" AMENDED ALL that certain plot, pisco or parcel of land, with the buildings thereon oracted, I situato, lying and being at East Marion. Town of Southold. County of Suffol and State of New York# bounded and described a.. .1,01owst ISEGINNING at a mftuumant at the Southwesterly corner of premises herein described and the Northwesterly corner of land now or formerly of School District Numior 3 said point of beginning being distant the following three courses, and distalcsa from a monument on the Northerly side of NotlRoad, where the dividing line s- tween land now or formerly of School District Number 3 and land now or formerly of Cor^cl! Intersects said roads 1. North 15 degrees OS minutes West 260.44 feet] 2. South 74 degrees 14 minutes 00 seconds West 78.52 feotj 3. North 10 degrees 49 minutes 30 seconds West 1222.71 (set to the true po nt or place of beginning and from said true point or place of beginning; RUNNING THENCE along land as shown on "Map of Sound Crest Woods 03315" North 10 degrees 44 minutes 17 seconds West, a distance of 1246.77 feet to land now r formerly of George W. Schroeder. Jr.1 THENCE South 84 degrees 15 minutes 37 secondo Eaet, a distance of 150.60 ie t to a point and land now or formerly of DsNicolsI THENCE North 87 degrees 48 minutes 30 seconds East a distance of 211.05 feet to a E point and land formerly of Dorothy Tuthill, now or formerly of Solkinl I THENCE along the last mentioned land and along land now or formerly of Papalahariou and others, Latham and Long the following courses and distancest 1. South 10 degrees 10 minutes 10 seconds last a distance of 15?.71 fest; i 2. South 9 degrees 39 minutes 30 soconde last, a distance of 220.39 feet{ } E 1 I I Rif •T1COR TITLE a14 N EPPjANY Arid TICOR TITLE MURNANCE W 3. South 10 degrees I4 minutes 00 seconds Bast, s distance of 147.30 feet to a point; 4. South 8 degrees 11 minutes 20 seconds Best, a distance of 222.72 fest to s point; S. South 12 degrees 44 minuter "I seconds East, a distance of 139.40 feet to at pointe 6. South 9 degrees 11 minutes 10 seconds Baste a distance of 90.65 feet{ 7. South 9 degrees 13 minutes IO seconds last, a distance of 209.53 fest to 1 a monument and land now or formerly of School District Numher 31 TNENCB South 81 dsgroes 49 minutes 10 seconds West, a distance of 336,27 test to a monument and the point or place of BEGINNING For Conveyancing Only Together with all right, title and interest of• in and to any streets and roads abutting the above described premises. Our policies of title insurance include such buildings and improvements thereon which by law constitute real property unless specifically excepted therein. r. 190 11 �•1 i fI rem scot•S•al•lN.rwtsl�eat W4 Ib,t�4a 9,81ryq"dut Onatses heu-dMhMut fi►Lrwetlr. "Murnir, ,1P It TKB v?DitAtfK ntuk the 18th day of November ,aineteeu hundred and e•lghty-cight acnVUH 22191HY COOK, residing at �litt�9,y 441 East 20th Street, New York, New York 10010 l 26597 J: dxny of the fim put,and dIAH y I9ilq RtCHRRD iSRAE6, residing at t•• :;,i 443 Main Street, 0reenporte Now York 11944 t . \, piny of the second pan. Wf114=1 i,that the pang of the first part,hl conddemtion of TEN AND 00/100----....------------------------------------------ ionise. lawfut money of the United States, laid by the party of the eettnul fon,d..e.herelty grant anti reieate meta file party of the,ecnod part,the nein of aocceM11%Old aauyns fit lite party"f the 1aelnat 114141 f lrevrr. ALL that eertapn pdw,niece or parcel fit Imnl,with the buildnrgs alit improtrnum•thereav erected.tituote. (�� f l ing slut br1 h1tP* at East Marlon. Town of Southold. County of Suffolk and r - tato of dew York, bounded and described as followet 1tlLRINNiNc: .tif. n monument at tits ; ~ .�l i 1 Southwesterly corner of pramlxau herein doscribod and the Northwesterly corner of land now or formerly of School District Number 3 said point of boginning beinq distant the following throe courses and distances from a monument on tltu Northerly side of Matti Road, where the dividing Iino between land now or formerly of School District Number 3 and land now or formerly of Cornell intersects said Todd; 1. North 15 dogreoo 05 minutes West 280.44 toot; 2. South 74 degrooa 14 minutes 00 seconds West 78.52 Poet; 3. North 10 degrees 49 minutes 30 seconds Wost 1222.71 toot to the t ••Int true point or place of beginning and from said true point or place +el I••�tlu.� of beginninq; 1,. 1,000 RUNNING THENCE along land as shown on "Map of Sound Crost Woods 4531s" North 10 degrees 44 minutes 17 seconds We•t, a distance of 1246.77 toot 022.00 to land now or formerly of George W. Schroedor, Jr.; 03.00 THENCE South 64 degrees IS minutes 37 seconds East, a distance of 150.60 toot to a point and land now or lormorly of DoNICOlar t 005.00 THENCE North 87 degrees 48 minutes 30 neconds Past a distance of 211,03 fast to a point and land formerly of Dorothy 'Cuthill. now or formerly of Solkint THENCE along tate last mentioned land and along land now cr formerly of Papazahartou and others, Latham and Long the following courses and 3 dlatancost 1. South 10 degrees 10 minuted 10 seconds East a distance of 157.71 leets 2. South 9 degrees 39 talnutes 30 silt ands Bast, a distance of 220.39 toot i 10810 192M 3. South 10 degrees 14 minutes 00 srcunds Sant, a distance of 147.50 feet to a point; 4, south 6 degrees 11 minutes 20 seconds East, a distance of 227.72 Coot to a points S. South 12 degrees 44 minutes 30 seconds East, a distance of 132.40 feet to a pointy 6. South 9 degrees 11 minutes 10 seconds test. a distance of 90.88 toed 7. South 9 degrees 33 minutes 20 seconds Bast, a distance of 309.03 feet to a monument and land now or formerly of School District Number 3r THENCE South 81 dogroos 49 minutes 11) seconds West. a distance of 336.27 ;wet to a monument and the point or place of "Voj%KtNr'.. TOCETHER WITH alt right, title .end intoreat: of, is and to any streets and roads abutting the Above dedcrLbed promises. yptit,4000 ►✓ny /tit MCMER W1THnIngress and egress botwesn the dnbloct promises and Main Road (State Road 25). f t:wq sinal i rocritbi( -Ir•br i lu sckixC pcAr vu%cs eomt y& bycixcd malt by DC101hif C. (COP, tndtvicittAliv, ct"A nS CArCIAirex OIF -tie t•t-tnte O'r C•relrrJ. r C. Coo�k,3r. dated 11 -19-74 Girt rt-corclett 11-27.-71r rri Coher x'145 CP ly$• 710CICIM Q with all right,Ible and fntarm.it any,of(be party of that ant part is turd to any octets sad nude abastlnR the above dateribsd prttnGos to the center Uta.thereof. 7100I=2111 with the appuneftuccs and a0 the estate autl rlpphts W the". of the 4q put m std to sold Premises, TO PAIR AND To HM the premises herein granted unto the party of the second part,the heirs or suceoaon and avalgets of the patty of the scrottd lean forever. 1 I AND the,lariv td the firs pan cu.rnanl%that the purr of the tiry pan has rx.l dote air anOrrrl onything wimchy the-:tad prrunw,Ia.r Ird►inctunitrred in any way whatrver,except as ofurrsaid. AND the pony al lite tint hart,its cmnplancr with Winn 1.1 tut the lien law.COeen4011 that the patty of lite ftr.t part will retrive lite ruruideratitm lair tins casnvey4ttrr anal vnll anal the tight tit retrive such atnsid- rralutn as a tr4H fund lu 1t-apphrol lir.l fast tar purpow tit laving flat-LIM ail dM improvrnv:nt and will epply the fume ftr.t to lite layme"t al lite cast of lite imp—rrnrut Waste using any tan of the total of lie auto fur any other purpose 'Phe word"patty"shall Ir construed a%if it trod"parties"whenever lite sense td(hit itch tuft-w requdfe4 IN Wfl-Fe-45 VIHZ OP.the lmrty t.f the first pets has duly executed This deed the day and year fittl shave written. IN PaxeRNex Ur: rt -•.c.o-. l , l 1 L- (7'i`• v- r DOROT 'OOK a WIN�tw.4owuR a 9u��OLat lit nAn of"W roti,Oahe►of on the da.a[ November 1988.hetore no On qday of 19 .baion s.» P Dorothy Cook to an knmM to be tin individual described in and who to me known to be the h►dhldW da- abed In and Who executed the to dad lnstrtunent. and ardtnowleddad that executed Ute lwqolnl Inetrummft4 trod aduitarhttpd lbat ahs a" executed urea. Ti&t p tib t i cW— w" p� IrtAestec, too ltA1II Or NF#"111.601111"O11 at atAn of 11111111 Palm.C~V a u► On Itte day of 19 ,beton me On the day of t9 ►before na I►ersunatiy came Iarsonally Conte to nu known.who,betn;i by ate duty sworn,did depose and the subscribing witness to the foregoing instrument. w11h say tient he cables at clo. whom I amt personally uqusinted. who.being by me duty that he is the swum.did depose and say that he bides W No. l of that be knows the aorlteration dttetibed In and which executed the foregoing Instrument;that to to be the individual linowws the seal of mid wporatton; that the seat a0lxed dtsesibtd to and who executed the tomplaii Ianttmttsnt; to said Instrument is such eorporale seal; that It was so that Ito, said subscribing witness. was present and saw affixed by atder of the hoard of director&of said ourpota• execute the tome;and that he,said witness. 11m,Aad that he signed h1 time thereto by Oka order. at the same time subscribed h name as wittiest thereto. Illi naln Id ktkit 0e1b stcnoN 022.00 Willi t:Uyt NANt At.AM%l r;aAHtllel At l� all>dC 03.00 TtttaNa T1200-2074 aur 009.000 COOK cmty oft 1uu m of Southold TAX Rlt.tdNG AtitIRMS TO ttsootdad At Reveal at 1W tats OWbI re(7osessep ISRAEL ttftllaN By 1+<Atf.'10t t William D. Moors. Esq.i PO Box 23 Mattltuck, Now York 11032 TICOR TIM GUARANTEE tii"J, I i if tp(iyly ft""azatu rem NO-ba"t"s gone C—mb-11 h, -Ggoe0a G07GMTi1tisAwllt lli1of16M9�Uls1l NTlIIOmtlgll YP{AENiBt ;=�` un vmwn=>o &Ow /9o*d.w tioteatnhoaiieLaa�laoaupy=iii= ` ►st�..r�E BB47U'f woo= N. com. a!' I. El'.t ZOgr Sta(iC�bfair: ;z iodivi4ua2ly and as Mooutrft of the gatath at c.., :" .- -Ff y -i• _:?yea:A. cc w. - p11n18---i'ii Tea Islo) ---------------- .i kw1dtIN 0 QfdeVn dSftV% and ottesr gwd and valuable oaosidsr ams lam:: by the pony of do rand Pu%does hwhy am*ad edaooe um'be patty of Go now •e Ifo maearo�s=d aNit+V of the parry of the M=od part lama: ALL that mub pilot.ow er pned of b4 oriel d w WUjmV rod itnpeoeraatRr et+turla arge� ' ' bltmdbftb • at Nast Swim, 2. of 8on0o14; County of-86tto18-and matin Of xen Yost, botmded and doseribed as more part±oulazly sot forth in stka E 1, ..c ,:ii nla. OF PPJA!SiES annexed hesetc•, as part noreof adh PRk"15" l Nr== TO M COMM YONDER being the same oxen" Curve F. by CaUMM C. Cook and rAozgr C. Cook, it., as gzaotozs,to"f.3eVP C.=Coot,'viz_ as gtantes by dad drtsd X r- .-nr 9, 1`*B and xocdzdid Lf the''• Clezk of UffoUc*mtY aR 1, mat-4,1968.la-ubii-6449- ss� • •L _. Ko said sculmm a brziioT'-,oeliazra.w"ps+ani�+isl: • _ ._. ._ -• - - - :-::mss.=::. -_�. • - _ �!:[. -1 l�!_Y.�'^' .r.:_ �i�S_�l L':�'-_..:<.-yaLjy"J.A �.f i�,, "- .._. --: .G•. 'L-.��v'C?f•,`64.�:i3+- .a��•+.�.�Y•��'s�a�^��•� ti _�> ..••+ '_-- -.tom," :- '-• {;.r ry�.��t??�_!'�,�• - _• - __-•.vr .:(::...:;moi-3;_wt-3: �:�.•-.�}:4c�`='y�.3�.,'.3�..��Y-,a� _.- .. -. - -v{;•:Oji='�r<: • .. ti _. -. - - .:YTL._: a_K-r:".�,fz=� .ham^'..;:moi'.�.Sy�gyyc. { .� .i -' "•`moi; `4' ''RIM F. 1 .. - '.:*_ - .':=: :-:• :tit-=�;:A?-;�'h�.she-„` s•_','' - _ �.Ly\tiY Zi.'n'VN �-",• � -:•fir - l t f 1 warranty Used With Full Covenants GA&.`7'ARs Dorothy L. Cool:, individually and as Uscntrix of thE- Estate of George C. Coot, Jr. Gsv'w.:X: a th E. Cook DJ1:ws r ar��, 1976. ° ? SCHEDULE A i1FSCRIPTI[bi OF PPENISES = :y PARCLL Z. ;.L3. t:at certain plot, nre.Ce or parcel of land, with the buildirSs and i - proocments thereon erected, situate, lying and Leing at East ..ariaas, Town of Southold, County of Suffolk and state-of New York, mounded and cescribed as follws: northerly partly a_ land of Young and hose, and Partly be land formerly of F.L.R. Francisco, easterly partly by land formerly of Samessl J. Tuthill and partly by land of Adelaide Tuthill:southerly be lard for.oerly of F.L.R. Francisca and westerly by land now or formerly of N1111am B. c�riffing::? TOGETHER With all rights of way ac easements appurtenant to the sal8 premlSe!'. :� Pl.RC:.i. II• ' ;.LL that piece or parcel of land, situate, Lying and being in Ealst Maric is Tc 4n `y of Southald, tourty of Suffolk and State of New York, bounded arA deserfted as. follows: nortA by fares land of Ansel V. Young; east by other lead of party of the _,vicead part ,Zdwiu H. nag), south by Adelaid Tuthill.Esta -and. -= vest by wood lana! of Saz=1 R. Tuthill Estate TO=Wj%witi. all rights of way or easements appurtenant to the said premises. 1 PALZ :. III: 11 all those certain tracts. or parcels of land, and woodland, sitsate, lyiisg and oeing in the Town of Southold at East Marion. County of Suffolk dad Mate of :;ew York, bounded and described as follows. Parcel No. 1) bLGLQ;UM at a stake on zhe northeasterly corner of lands now or formerly aa- Y longing to Sophia brooks. 7=CE Rt:ajING westerly along the northerly sic of lands now or fozmriy of Sopnia Brooks, 160 feet to a stake TM=in a norehati dsroetion along the aastarly aide of lands now or formerly of S.ilermon 774 feet to a stake; MM;CE easterly along the southerly side o!' lmsd fo ' fly- of.1atcanicl O. Edwards, 160 feet to a stake; TifrIiCS in a southerly hien along ti-_ westerly side of lands now os formerly of Cynthia and Lucretia Tothill 782 feet to the point or pace of 8egiviing. TOGRIMR with all rights of way or easements appurtenant tc the sal t. rP•mises. = Parcel ao. 2) Westerly i�y land now or formerly of Orange Petty and rhe f l: heirs of Frederick L. Twt:hill; northerly by lands formerly of JohnathaMaroman_ '�7. and George Tuthill, 401.424 feet, more or less, easterly by lands fozmacl of =_= Johnataan':ruman td George Tuthill. 183.14 fact, more or less. and by land formerly of George L. Edwards and Edward S. Edwards" 26E:_44 feats May -=~ or less, said premises being of irregular shape. ! ` - TOGMAER with all rights of way or easements appurtsnaat to the.aaid = pre=Lseb. - PAFCM 111A.- AU 11A:ALL those Cartaln plot,•pftca-or parcel of land ;of lying•aid— tha Diamlet of Best riasiM, TOM;of'Southold, ca>mity`•-ot:8��431ci"cud:S�a��f , New Yozk, bousdad arA den.-sibeil as follosins 1 - 4: i • - I y. Warran.y Deed 111th Fall Covenants 6 n GRAS::Jit: wrathy E. Cook, individually tad as Uxecutrix of the Estate of Gsorgs C. Cook. Jr. Gfnri61:: O L. Cook 1976. 'f easterly line of land of Adelaide Tuthill Estate and at the nortbwasterlx corner of land conveyed by I. 7heson Eds:ards to Edwin it. U tg and 3UDw=G thence along said land of Adelaid Tuthill;_EOtita,North 1.10 46. 10"wrest.' 660.98 fest; thence along land of any Vrooman, North 110 s0' s0" 'Nkat, 111.10 feet to the soutnwesterl; corner of land conveyed by Nathaniel 0. Edward# to Wwriu h, emnq; T.icNCE a:oag said land conveyed by Nathaniel O. Edwards Eduaa si. King, North 760 355-' 50" bast, 20.02 feet to the southwesterly 12MV .a`s of Tann this day conveyed J Edwin H. King to Irving Latham; THSi(E alcat other 's land of Irving Latham, fozmerly of Ceorge L. E wards, two course, as to laws.. j (1) a'cuth 110 46' SO- East, S29.71 feet; 79WCE (2) North 780 46' 300 Fa t, 137_75 feet to other land of Irving Latham, formerly Daniel L. Tuthill; .,Mi(2: along said other l ni of Irving Latham, formewlf.of Daniel E. Tut ill, South 110 13. 30" East, 2:7.31 feet to t:te narLicasterly corner o! said land L: conveyed by I.T. Edwards to Edda--:H. King; THENCS along said land ecavvyA by r I.T. Edwards to Edwin h. icing. South 800 20' SO" hast, I5S.50 fee: to th I `- point of 8EGT.i)il.iG. TOGNTHER with all e-#= of ward or easements appurtenant to the sa£ prerises. --z i'.RC.Ei. lila: - E•� W& that cartain plot. piece or parcel of land, situate. lying and being at East Hariou, Town of Southold, County of Suffolk and Stat.. of New York. bounded [=a and described as follows: PARCEL 0W-z' Leginning at the northeasterly JVA - coiner of lands now or formorly of Nathaniel O. Edware's; RMUMiG 'IMENCS lieeterlY along the northerly side of land of (ta=':Wdel O. Edwards, 160 feet.to a iitakn ;5 aaird(CL tfii.SildG northerly along the easterly side of lands now or formerl - belaaging to S. Harmon Tuthill and Mrs. Vrooman, 774 feet to a stake; CE easterly along the saatherly line of lands now or formerly belonging S. aarmon Tuthill and ?ar:lj by lands of John N. Brawn, 160 feet to a st R ThUCE in a southerly direction alanq the westerly side of lands nov or rly' belonging to the late Cynthia and Lucretia Tuthill, Deceased, 782 feet point or place of beginning. PARCEL WO: northerly by land Nov or formezlp of Wwazd S. Edwards; easterly ::y land formerly of Johnathan Truman an George 71tth£11; southerly by lands now or formerly of Jedidiah Racket:- had =? westerly by lands now or formerly of Orange Petty and the hens of Fredoriek H. 71it)a111; Ei(Ch'PTI7:;THERLPROM.- ALL that certain piece or parcel of land, sftuet�' I lying and being in .:he Hamlet of East FArion, Town of Southold, county o Suffolk and state of new York, bounded-and described as follon Gat' ; a point on the westerly Line of land of Irving Latham formerly of Daniel E. Ta► hili, and at the soue.ca:terly corner of lend ccnvayed by :tathaniel O. " to Edw:a U. King and Rma.I1:.THENCE along said land conveyed by Nathaniel 0. idwards, to rdwin H. Kinq, three courses and distances as follo+:s. (1) South 760 49. 50" hest, 142.9E feet to the rortheasterly corner of land this drs6► ='� coaaveyed by Irving Latham to Mwin R. icing; thence (2) North loo 52' 10"�liea:, _ 269.74 feet; THL•XE (3) North 760 46. 30" East. 341.21 feet to said westerlp "• line of land of Irving Latham, formerly of Daniel E. Tuthill; TialMM 9_Sam westerly line of land of Ircing Letham, formerly of Daniel E. Tntbill, 13' 30" ant, 264.89 feet to the point or be•inm ng.' TOaSHER with all rights of-w4yioe easeonnt appurtomant to the said ' PARCM IW ALL that eartaiu plot. pitta or.parcel of laced, sitoatio and W9 aod•be < - 2 - ::x} X8145 ix:151 VftrFa-R Do" With Full Cove.,ants GM GMT01ts Dorothy E. Cor K, individually and as Lxacutrix of the :state of Gaosge C. Cook. Jr. GR"-&=& Doze,-QV X. cock Dwr;: AM=" it,IS,76. the 110010t of Fast Plarion in the Town of Southold, County of QUZZUANL and State of :sew York, bounded;md described as follows: northerly by a way, easterly partly by ianS stow or foriarly of the Last Marion Di&pos Dibpos Conpany, partly by land of Mildred Poster and partly by land of Prank an* Margaret Govan. !,outher?y by the main Ughway and westerly by land ;I— Schafer, formerly of S. alarmon Tuthill. VO=Mit with all ri4qhts of way or easements appurtenant to the s premises. SUi6rc= to a RLgkt of Way. running in favor of Edwin 2. ILins, whi:h Ed of 44) is approximately 8 feet in width and runs from the north side of Ma approximately 386 fact In a northerly direction along Und MW at fftbrOMMI liCalan, Notch=and HaWima to the land of the grants, formerly land ad: fwxion Disposal club. AMPRESSLY =CWDM FROM TlE 1F0REtAIwG is Tim r-OLUXnIC;.- ALL that certain plot, place or parcel of land, together vita the buildii. and improvements thereou'erected, if any, situate, lying and joein, at so at, in the Town of Southold, County of Suffolk and State of New yc3*; bound,E described as follows: 'estezly Co bL#=MXNG at a concrete monument situated at the vouth,%-stez.Ly co the ire--rainafter described promises sehich monument also marks the n corner of promises now or formerly of X. Ketcham said point also neiva die the following two (2) courses and distances from a point en the norther,r line of Rain Road where s-va is ;kitenected by the westerly line of Jan IWW or formerly of Covans (1) North -) dagrues 27 vinutes 00 seconds iftst 224.20 foot= (2) Morth 10 degrees 01 minutes 00 seconds Wast 263.40 feet and EVO& said true point or place :)f BEGINNING. RUXULZ THUCE Surta 21 degrees 50 minutes 40 seconds ;test along tine castarly line of a Right of Way 262 -eat to land of George C. Cook MAN XHEHM alcr-9 said last mentica.2 land North 78 degrees 09 minutes 20awmaWs Met. 14.:.94 feet to land how or formerly.4f trying C. i4ith" -13 TAFACK Soulh U degra" minutes 30 seconds new: i U08145 'Wilt warranty Deed Kith Full Covenants GPJL%TCli: Dorothy E. Cook. individually end as Executrix of the i Estate of Gsorga C. Cook, Jr. GF.1t.R'EE: DOro S. Cook 1976. t A • :5 formerly of Irving C. I.•ntham anis K. Brown s'state 277.54 feet to a Wnnaent { � and land now or formerly of K. xetehamt "IW;= ..out:': 84 degrees 11 minutes 10 seconds west, along said last mentioned land 147.75 feet to the point or place of aYGuib=; -c Z' i 7. i . 4 `�. 1- 8145 incl 3 TQGQYIlSR wftau4&.fldm=dt if wl.o!me party of dte fiaae pvt io sad to alol are eco�+ t reads abw td we Swim detdaw pv migm to the ommr lFoea thereof. , TOS87fd8ft wilt the appmtemooes ae df dte emu ad rfghu of the ptulp of the fi tft put io am!in I� TO IIAVZ AILD 70 MO the bare4n e,� f � w pteaofsaa s� t6e only of dte aaosod pact,Aa barna smato=and s dsm of the putt'of the esoarad pst faeevrx. I ... ... __..._Yj .a A ' • � ...v�.Y�i_tet ,��yy� �'�-. AND the pate of the beat pas.in ampfimm watt See000 13 of the Lica Lw.cow that the pull ofAl ttw fust pact vM smd>fe the aomidaaam for thin amey"m sad WM fetid the sight to ssad m stub eesoid- '• esasimaaatnottsaitofyesppTied>Etatfaetf�eptupaseofpayiasth�eaowoftFre oaxer�mtaod•*,MM s` Ibe salla+Etat oo,tbe pyaeat d the card tfiehaprotemesst fdore uft ani►putof do taatof the iift fAVID the party of the first put naaeoatttt:s fdbm-. frbsr.-7be t aid pact'of the fieat psrt is seized of the lord premises in fee simple,and has good right tb do==; S:ataost L--IW lite pasty of the semu 1 put AA glucal)enjoy the sam.premim-; 1h�--7'tett the raid permisea ase frac fsom i,+rmohr<'mon.e�apt ss atbsadd,--- - �-�= - �; Fam m—lhat the piety of the fru pact why execute or procure auy Eut>pei maceady aimraace of-it,d*lb am pnmims; ' Filar,—Mm am patty of the Seat pass ww faeever wusant flee ade to am paaaimL 1%e word's stn$be camarw d a if ft tud"parties•wbmear_tbe tswe-ofAh.b A wise so - =s IN Wli111 W W MMW.the parry of tfte fi t pat has dart'cKecuted tbb deed dteday andyw Sat <r, aittt>L - —LIZ iw -jff_�•�:#-�;,�^�c,.;:♦��.�r�:,, .. � i _- ..fit siij-s^-��-ti - -, .r,::. .••.-.-.. eel Am- i;.F_5�,.etit:.:+ !- S/i57., -= "�'�'- �-•'. •t ig— � _ -.3• •K1e1(F�• :f?i_ �aira•�. a is 41':rr�-��:�J .gyp 7 Y �•-',it''• •a .+•. _ _ I 1.1TG:• - Y HAM OF MW VW COMM OF c,m YORK STATE OF NEW VW ODlllfi><OF Oft for 61 of�MI�W 1976.bdom tae On&a dh of 19 .1>afors sg pe 1y a�a per =Hv, Doz�mltY s. oocx _ wv=lmcmt®betheh$richt" dmm9xdit=dwlw amelmoraeobethoh rldpsl- dbao i ' wed tdadalewled;odthae thetogol� �:;:_ .sA,. mcwted the same. OWN"tli 4um-71 ¢a xMAR c NCfAaT Pllt iG testa o!liar VOL am"Cooft :r.rsssa[d.d fa Har Yak Cr - •;��_ Yarm�' :lo'�tA 306�� STATE OF NEW YORK CO MY OF st: SCATI OF MW YOK OOUNIY OF � On the Jay of 19 .before else On dte drs of 19 ,before me pawntlly ams pmo.nfly eeme tamelmowa.who bdngbymedulymc dWdtpam%L-A thea ffi=fi 9®;4•;am:.:otuofore�otoQineaumme say dot hernidaatNo. ahamlampr-.mdlYwpabm4whobftbymcddy No. th:t ha s the swort►,did depose an4 lay that I%cnida at of that he knows inwd wbkhe moud dohrepinSialavm mt; tobo the fndimtdual 1mom lb,-ud of a dd ampotstkm;that the seal*M=d dosttihed In and ahoeamelltod ti►efote inta�m.,e fi W ad *QW, 6 ooepataee segk trot it was t0 diae he.ma stye_ _ - ... ...-._ eJ,"�._tiJ,::s? _ :��:Y-3i+�.':,•'s aos a'=�d'.;r:a'C=::'Dt'�y.�e.;�X:'i"�r�f:t'a?�P:�-��;�-•T-' • - - O011til'[Q>Z7lOtlal _ - - _ Di/1tD7Clq[ a. c00K, etc. TO ' DOTSITY X. CDOXaaaaa�tata�.�ri �' 1�1lilFdl�lJRlIf1�ECO1tli�fY�fNtw���z Zasgdrr Formol Mw.York Oaw0ae Y'6matkaAnwiera =. JMM-3 J. PI UNG ER, M. USUFETF NGRJPAHM U Sad[ rim C Harr Yolk, Dios►TGCIC 10007 y, Paa+uy Mt9letDelgill'/tliF • b - - - --c whir i+• ��.��5� '.i. ..a _i ':`:•.r.^]r a' .:..w:i._a.5 fir.?.-.•cw+ -"7+:i•-�j �'A01.H:.?7G•!�:•�•�,t'4'.�C4; =��) ._ 44 i;CR 2.T:{474 aq W :- t,I CONSULT YOUR LAWYER BEFORE SIONING TH13 INSTRUMENT-THIS INSTRUMENTSHOULD ON USED BY LAWYERS ONLT r 6449 Phr,5 ,A1 ' .n IIB.R �LL . THIS INDENRE,made the JL-1-1 of November.nineteen hundred and Sixty—Eight. TO BETWEEN C; ERG N C. C00}, residing at 1585 New York Avenue +I , s rHuntington StaLion, New York and GEORGE C. COOK Jr., { residing al. 1133 Broadway, New-o_M City, Neid ork If a A.3 it. party W: c first part,and GF:Gf:r i•: C. COUKJr., residing at 1133 Broadt�ay, er- 1 r'Y�ork City, New York. party of the second part. VMMMSETH,that the party of the first part,in consideration of -----------._------ONE (:;1.00) -"-""dollars, la vful money of the United States,and other Food and valuable consideration, paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or I successors and assigns of the party of the second part forever, i •PARCEL I• AIXIM175 r a n plot,piece or parcel of land,with the buildings and improvements thereon erected,situate, I Zs lying and being in4he at East Marion, Town of Southold, County of Suffolk and t, State of New York, bounded and described as follows: Northerly partly by land of Youn6 and Rowe, and partly by land formerly of F.L.R. iFran- cisco, easterly partly by land formerly of Samuel H. Tuthill and partly by land of Adelaide Tuthill, southerly by land formerly of F.L_Rj Fran- cisco and westerly by land now or*formerly of William H. Griffing. TOGETHER with all rights of tray or easements appurtenant to the said is premises: :+ - I PARCEL II: ALL that piece or rarcel of land, situate. lying and being in East Marion Town of Southold, County of Suffolk and State of New York, boundd and described as follows: north by farm land of Ansel V. Young; east fby other land of the party of the second part (Edwin H. King), south by Adelaid Tuthill Estate and :vest by wood land of Samuel H. Tuthill Estate TOGETHER with all rights of :•ray or easements appurtenant to tfie said premises. PARCEL III• I ` LL-those certain tracts, or rarcels of land, and woodland, situate, ly- ing and being in the Toren of Southold, at East Marion, County ofSur 1k and State of New York, bounded and described as follows: Parcel No. 1) BEGINNING at a stake on the northeasterly corner of lands now or fortner- ly belonging to Sophia Brooks, THENCE RUNNING westerly along the north- erly side of lands now or formerly of Sophia Brooks, 160 feet to a stake THENCE in a northerly direction along the easterly side of lands now or formerly of S. Harmon Tuthill, 774 feet to a stake; THENCE easterly along the southerly side of land formerly of Nathaniel 0. Edwards, 160 feet to a stake; THENCE in a southerly direction along the westerly side of lands now or formerly of Cynthia and Lucretia Tuthill, 7$2 feet to the point or place of Beginning. II TOGETHER with all right., of tray or easements appurtenant to the said premises. Parcel No. 2) Westerly by land now or formerly of Orange Petty and the heirs of Frederick H. Tuthill: northerly by lands formerly of Johnathan Truman and George Tuthill, 1,01.91. feet, more' or less, easterly by lands formerly of Johnathan Truman and George Tuthill, 183.14 feet, more or less, and southerly by land formerly of George L. Edwards and Edrtard S. Edwards, 266.44 feet, more or less, said premises being of irre,lar shape. - TOGETHER with all rights of :ray or easements appurtenant to t sai,! premises. uau-6449 rncE515 PARCEL IIIA: R' 1ML those certain plot, niece or narcul of land situate, lying and being in the Hamlet of East itarion, •Potim of Southold, County of Suffc lk and State of Hew York, bounded and described as follows: BEGINNING a � a pipe set on the easterly line of land of Adelaide Tuthill Estate aid at the northwesterly corner of land conveyed by 1. Theron Edwards to Edwin H. King and RUNNING thence along said land of Adelaid Tuthill Estate, North 11•,�° 461 10" West, 660.98 feet; thence along land of Ra i Vrooman, North l° 501 50" West, 111.10 feet to the southwesterly co j ner of land conveyed by Nathaniel 0. Edwards to Edwin 11 King; THENC along said land ^conveyed by Nathaniel 0. Edwards to Edwin H. King, North 760 491 50" East, 20.02 feet to the southwesterly corner of la d this day conveyed by Edwin-H. King to Irving Latham; THENCE along oter i land of Irving Latham, formerly of George L. Edwards, two courses, ad follows: (1) South 110 461 50" East, 529.71 feet; '[HENCE (2) North 7f 461 30" East, 137.75 feet to other land of Irving Latham, formerly _ Daaiel E. Tuthill; THENCE along said other land of Irving Latham, fo - t merly of Daniel E. Tuthill, South_110 131 30" East, 247.31 feet to the northeasterly corner of said land conveyed by I.T. EdVrards to Edi win H. King; THENCE along said land conveyed by I.T. Edwards to Edwin H. King, South 800 201 50" West, 155.51) feet to the point of BEGINNING . TOGETHER with all rights of way or easements appurtenant to the said premises. PARCEL IIIB: AM tat'certain plot, piece or parcel of land, situate, lying and if being at East Marion, Town of Southold, County of Suffolk and State New York, bounded and described as follows: PARCEL ORM: Beginning aim the northeasterly corner of lands now or formerly of Nathaniel 0. Ed-1 arards; RUNNING THENCE Westerly alone the northeiy side of land of Nath- aniel 0. Edwards, 160 feet to a staI:e; THENCE RUNNING northerly alon4 the easterly side of lands now or forma=.rly belonging to S. Harmon Tu hill and Mrs. Vrooman, 774 feet to a stake; THENCE easterly along th southerly line of lands now or formerly belonffin(: to S. Ilarmon Tuthi 1 and-partly-by;•lairds.-of--John W: Brown, ?60 feet to a stake; THENCE in a southerly direction along the westerly side cf lands now or formerly belonging to the late Cynthia and Lucretia Tuthill., Deceased, 782 fest to the point or place of beginning. PARCEL 7:10: northerly by land non or formerly of Edward S. Edwards; easterly by land formerly of Jonatll- an Truman and George Tuthill; southerly by lands now or formerly of Jedidiah Hackett and westerly by lands now or formerly of Orange Pety and the heirs of Frederick H. Tuthill; EXCEPTIRG THEREFROM: ALL tha certain piece or parcel of land, situate, lying and being, in the Ham= ' let of East Marion, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the westerly line of land of Irving Latham formerly of Daniel E. Tut- hill, and at the southeasterly corner of land convey-d by Nathaniel 0. Edwards to Edwin H. King and RU1111I1.'G THENCE along said land convey- ed by Nathaniel 0. Edwards, to Edwin It. King, three courses and dis- tances as follows: (1) South 760 1,91 5011 :lest, 11,2.95 feet to the northeasterly corner of land this day conveyed by Irving Latham to Edwin H. King; thence (2) North 100 521 10" 'lest, 269.74 feet; THENCE (3) North 78° 461 30" East, 141.21 feet to said westerly line of land of Irving, Latham, formerly of Daniel L. Tuthill; 'iHEML along said westerly line of land of Irving Latham, formerly of Daniel H. Tuthil , South 11° 131 30t1 East, 264.89 feet to the point or beginning. TOGETHER with all rights of way or easement appurtenant to the said premises. PARCEL IV• XLL that certain plot. niece or parcel of land, siLuat.- and lying an being in the Hamlet of East Marion in the Town of Southold, County o Suffolk and State of New York, bounded and described as follows: r northoiy by a right of way, easterly rxi,rtly by land now or formerly of the East clarion Disposal Company, partly by land of Mildred poste and partly by land of Frank Gow, n and Margaret Goran, southerly by the Main Highway and westerly by land of Emma Schafer, formerly of S. Harmon Tuthill.. TOGETHER with all rights of way or easements appurtenant to the said premises. SUBJECT to a Right of Way, running in favor of Edwin 11. Ting, which Right of Way is approximately 8 feet in width and runs from the nort side of blain Road, approximately 386 feet in a northerly direction ( along land now or formerly of Cowan, Ketcham and I•latthews to the land< of the grantor, formerly land of Eastslarion Disposal Club. 1 SUBJECT to a mortgate, presently a lien on the premises, which mort- gage is held by Edwin H. King,/hof Orient, Suffolk County, Flew York. _ -`1���t/ RAn m+�::t;, mucKiGaccrlvL+y�t.►a+te� ••1551nf�i :Idi. i1•:r.'a%(?� . .. 'J'N�. f _ 1 LMER 6449 ?ACE 516 TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the anter lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or =- successors and assigns of the party of the second Fzrt forever. • k• f• AND the party of the first part covenants that the party of the first part has not done or suff d anything whereby the said premises have been encumbered in any way whatever.except as aforesaid AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive?I clr consid- eration as a trust fund to be applied first for the purpose of paying the cost of the improvement anti will apply the same first to the payment of the cost of the improvement before using any part of the total of tlIe same for any other purpose. 'h r The word"party"shall be construed as if it read"parties"whenever the sense of this indenture a rogmres• •.= t IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and yea first above written. . IH PMMMC8 OF: Ctct• 0 C. W K vg, rND BfaNSifJ11 r«► •; • nratfr ruaue.sW.ln,,+.' :. tL•. r•,- 1 • t /15 le4 n STATE OF HEW YORK.COUNTY OF SS, STATE OF HEW YOM COUNTY OF dA s �� Ct?d/��1/s � On the I/ day of 11ovember, 1968 ,before me On the >/day of November, 196$ .before me U personally carne personally came CAi)ie-RON C. COOK GEORGE C. COOK, Jr. to me known to be the individual described in and who to me known to be the individual described in and who : executed the foregoing instrument,and aeimowledged that executed the foregoing instrument,and aclmowledged that Heexecuted the same. He executed the same o wry tic eco etaxstelK Ik10 tl.':CS.1! IioGer PUBLIC•slat.of Iw Th.+ - tiM`-'•f Pjt z v•u•t'...••- It. ♦o-l:eli•++.p.d.In 0....tile .� G...r•..aa 6,nr..M.rcb to.INY i STAT60F NEW YORK.COUNTY OF SSi STATE OF NEW YORK.COUNTY OF On the day of 19 ,before me On the day of 19 ,before m personally came personally came to me(mown,who,being by me duly sworn,did depose and the subscribing witness to the foregoing instrument, will say that he resides at No. whom I am personally acquainted,who,being by me dull ` sworn,did depose and say that be resides at Na that he is the that he knows of :the corporation described to be the individual in and w-hirh executed the foregoing instrument;that he knows the._seal of said corporation; that the seal affixed described in and who executed the foregoing instrument to said instrument is such corporate seal; that it was so that he, said subscribing-witness, was present and sat aBtxed by order of the board of directors of said corpora. execute the some;and that he,said with a tion,and that he signed It name thereto by like order. at the same time subscribed h name as witness theret. } Waraadu aO bate Dred S WITH COYENAntr AGAINST CRANYORS Acts SEcrrtON TITLE NO. BLOC& 1 CAB RON C. COOK & LOQ- G RGE C. COOK, Jr. COUNTY OR 17OWN TO Recordal al Request of GEORGE C. COOK, Jr.,i' , t1 How:TIrLC Dtcwos 'n 1 l , , CHICAGO TITLE INSURANCE COMPANY LL Iteitim by Mail to FURK OF NEW YORK SOW 6F TW UMD ! Distributed by HOME TITh DIVISION H 1 6 Inr- CUR O im IN AYiYCE COM zip No. 11746 oe a. RECORDED 1 -1 CG V !. ETON 41968 Q F (7 N 1. l:l 0. r" a 3_ �� �M' o 1- NORMAN E. HLIPP perk ul Suffolk CW.01 Ic F N W TT 188 (9-44) �� Mate of KM Nor& DEPARTMENT of TJ XATION and FINANCE MMLLANEOUS TAY BUBEAG TRANSFER AND MUTE TAX SE(MON zt RELEASE OF LIEN OF F.,TATF. TAX (REA1. PRQFERTY) I Dorothy E. Cook 441 East 20 Street New York, New York A L i Ertatc of _......-•---GeorcJo Cook Date of death ......._.Mia�t..x�..._a2Z1....................... Coant9 of residence at time of death ...._Jltow.Y:oak---------------------------- Pursuaat Ea the provision of Section --•---�- _.._. _.».............~_ -�; i n 249-bb of the Tax Law, the lien (:f MW) of 400 I imPosec jr Article 10.0 or Artic!e 26 of the Tax Law. is Isere ret �� following descriW real property; eased With- t to t .45 :a C I i I 1 ;C7-:. 1: I _• 9.. ALT.•o. in plot.piece or pared of land.pared -4 the buildings used improvemeau dhetmn e f td.sitme, P :�I lying and being in dw at East Marion, Town of Southold, County ofruf:olk ..nd State of Lew York, bounded ani described as follows: I:ort �riy ;partly Dy ? -rd of Young and Rowe, and partly by land formerly cf L.R. Fran— ; cis% , easterly partly by land formerly of Samuel H. Tuta, .1 and oarsly., M..by land of Adelaide Tuthill, southerly by land formerly o: F.L.R. Fraa-; cisco and westerly by land now or forrarly of William H. Grif:ing. TZGS-77KER with all rights of way or easements appurtenant to the said' ' a rrerises: ALE 1:.:.a•, riece or parcel of land, situate, lying and being � n East :arioi� :cu-.n of Southold, County of Suffolk and Stw;e of New York., bounded and• escribed as follous: north by farm land of Ansel V. Young; east by trPr land of the party of the second part (Edwin H. King), south by dela:.! Tuthill Estate and west by wood Land of Samuel H. Tuthill Estate- M ® Ez , FiER with all rights of way or easements kprurtenant to the said: rs='ses. ti ITIL t:--se certain tracts, or rarcels of land, and wocdland situate, I%-- ir- 4-:3 beirt± in the Truce of &-suthcld. at Eaft ''�-_- � •i^•• Suf oU.- 1 . 1) Qf ::ew York-. bounded and descr:b::;: as :_ilo,rs: cj :C_i• 0 : EE-41 NIY.G at a stake on the rcrtheasterly corner of lands r1ow or fouler-: ly iclorg:ng to Sophia Brooks, THEIXE RUINN INC westerly a'.o .F the north- s erlp side c: 1:.nds now or formerly of Sophia Brooks, 160 f et to a stakr-i i:E':C:: in a northerly direction along the eastpr?V side of :ands not or formerly of S. Harmon Tuthill, 774 feet to a stake; THENCE easterly along the southerly side of land formerly of Nathaniel C. Edwards, 160 feet to a stake; THENCE in a southerly direction along the westerly side of l lands now or formerly of Cynthia and Lucretia ui;h 11, 782 feet tc tae :oint or place of Beginning. TCuE`;;iEP. with all rights cI -day or easer.ents aorarte=---- t:-, the said- -arcel No. ?) VIester2y by lard now or formerly o: Crane Petty and the heirs of Frederick H. Tuthill; northerly by lands for.erlylc:f Joh nathan ��• Tri-man and George Tuthill, 401.94 feet, more or less, east rly by lands: :orrerly of Johnathan Truman and George Tuthill 183.14 feet, more or Y less, and southerly by land Scrmerly of George L. Edwards and Edward Edwards, 266.44 feet, more or less, said premises being of irregular snare. TGGE HER with all rights of way or easements appurtenant to the said* .* . oremi ses. i i c tt31•i0t881i4iYOJ3Q ,6,6 ,6,,6....-...---• •- 9L ec 9T xsntu+ii- !uwtoy` :� "11. 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W GGORV SURVEY OF PROPERTY RAIN RUNOFF CONTAINMENT at EAST MARION HOUSE= 1851sq.ft. TOWN OF SOUTHOLD GARAGE= 384 sq.ft. POOL HOUSE = 432 sq.1t. SUFFOLK COUNTY, N.Y. 263' sq.ft. 1000-22-04-16 2631 x 1 x 0.17 - 447 cu.ft. SCALE 1'--60' PERVIOUS DRIVEWAY= 2760 sq.ft. 2760 x 0.8 x 0.17 = 375 cu.ft. W3 JANUARY .3, 2017 822/42.2 = 19.5 VF. -__----� JANUARY 26, 2017 (REVISIONS) 1 PROVIDE (4) DRYWELLS 80 x 6'DEEP L+E ' PROPOSED LOT COVERAGE i HOUSE 1215 way GARAGE= 384 LOT 13----------- + ACCESSORY= 432 �N& 1 POOL HOUSE 576 "OWE�L , 2607 2607/20032 a 13X PROPOSED SEPTIC SYSTEM 1 (3 BEDROW HOUSE NRH) ° (POOLHOUSE BATHROOM) 1 V PGPNT �; 1—PRECAST 1000 GALLON SEPTIC TANK 1-8•LEACHING POOLS 12' DEEPO L 1 WITH 3' SAND COLLAR 3'MIN. ABOVE L07 t 2 1 + GROUND WATER1 pWEj,L�N67 1 .Y �gA.02 0a —� •,� � aN LFIAIN�+ Fl.p J` < O Z TEST HOLE DATA McDONALD GEOSCIENCF s• 11/22/2016 PIS °! h L:LOT 1 Z 0 eRowN LOAM ac y �OPOLr:cIL BRONN SILTY SAND SM y� ,, rvo 4• 05� �V8 OUT °° p BRONN FINE ID COARSE SAND SW � m � ` c. �,� $. `,• O. O _��c� � o� � 0.O PI NOTE NO WATER ENCOUNTERED V b O 0- - ' r DRIVE o VPGPT �- - -_ - ----. - --- WILT OW4�� - - - -- -G— - - 73 CLEAN OUT DETAIL FOR USE WITH BUILDING EXTENSION/CONNECTION VACANT � LOT SLATE OR OTHER pWE��1N� x wx SUITABL COVER OR PLUG ` A --- N L.wEu- ' '----- -- + 101 P4 1 SENER PIPE -�' House trap/cleanout must be instilled ao•ELBOW on the sep tic tank inlet wasteline.All ' utilities require a 5ft minimum 1 separation to the septic system. 0•wrE CHAN' em� NOT TO SCALE by DOL Of H98M&MM SUFFOLK COUNTY DEPARTMENT F HEALTH SE IVES PERMIT FOR APPROVAL OF CO TRUCTION Flay SI 4CL FrAl'mY Rc-smENCE AND ® = WELL ■ = PIPE DAT REF-. 0 7 201 ■ = MONUMENT . REl . I O. O m = TEST HOLE APPROVED _ � a MONO ' AREA - 20,032 9Q. FT. TOTAL MIAAYIIV EDROOMS °C N co EXPIRES TI-IPEYEARE3 FIROM®ATE F APPROVAL. 13Pr LOT NUMBERS,REFER TO "MAP OF SOUNDCREST WOODS SECTION ONE' �5 is FILED /N 7HE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 9, 1969 FILE NO. 5315 G�E' �,, •�1?�. ELEVAncwS ARE REFERENCED To NAVD as Water Lines} MIST Be Ins cted By The ' („��, ash y mfr The location of public water, wells and cesspools shown hereon Suffolk County Dept. Of Health Services. are from Held obaawtfone and or Gam data obtained from Ca11052-5700, �$8 Hours In Advance, �= `N §� others . . s: I AM FAMILIAR WTH THE STANDARDS FOR APPROVAL AND To Schedule Inspection(s). CONS7RUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR P� j SINGLE FAMILY RESIDENCES AND HILL ABIDE BY THE CONDITIONS SET i- FORTH THEREIN AND ON THE PERMIT 70 CONSTRUCT. XIell WOO ANY ALTERATION OR ADD17701V 70 THIS SURVEY IS A WOLA77ON OFYS. UC. NO. 49618 WC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS P COIL{ SURVEYORS, P.C. PER SEC77ON 7209-SUBDIVISION 2. ALL CERnFlCAnavS HEREON (631) 765-5020 FAX(631) 765-1797 ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR NHOSE P.O. BOX EL WGIVATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 16-121 SURVEY OF PROPERTY a t EAST MARION TOWN OF SO UTHOLD SUFFOLK COUNTY, 1 1000-22-04-16 YAGGARINo SCALE.- V-40' 01-03-2017 JANUARY 3, 2017 - - JANUARY 26, 2017 REVISIONS FEBRUARY 22, 2017 (CER TIFICA TION) GW ` MARCH 21, 2017 (REVISIONS) C. 1 MARCH 29, 2017 (CERTIFICATION ADDED) wF-u- 3 ! 1 wc.L� Cot,, si-RucrioI4 RAIN RUNOFF CONTAINMENT � SOT �RD V� HOUSE = 1851 sq.ft. �WELL�N� ` lV,�,R,�'I� C� ST#95 !?()AD GARAGE = 384 sq.ft. ` 'POOL HOUSE = 432 sq.ft. � o T�01- QDF �� c 2631 sq.ft. (2® 6-151-8 U Gr1 d�1 _ 2631 x 1 x 0.17 = 447 cu.ft. _ �- A D ?MOUS DRIVEWAY = 2760 sq.ft. :o. '760 x 0.8 x 0.17 = 375 cu.ft. 1 APPROVAL OF STORMWATER MANAGEMENT = 19.5 V.F. V ALAN-( _ — \ } Date-ROL13 -T n Cod a rr 236 12 AREA 1 ved OWDE (4) DRYWELLS 80 x 6' DEEP ► �-OTO OF Approve by:t' SEP?1G / 1 1 DRAINAGE I CTipry$ARE x 1 Cantact T REQUIRED Engineering PROPOSED 1 �,,� ;•;,� 1 �ckfill, OR Pr n de Engineer's gat 765-1560 before LOT COVERAGE x �qA O2� o' that the drainage Certification J kK ge has been installed to Code. HOUSE = 1215 _ - `� -6N GARAGE = 384 �-�- �� - - N7otc�2• E Cr °q ( VALA ACCESSORY = 432 o;• � LOT >> (P_ NIpI pF °OOL HOUSE = 576 �' °P'� zm- w 'f WN �" o_ CHp�-� O �r�► „ 2607 N z �Z6 P '-;lj;� '�' `%so��Wi i 0� —rt""_ �13, RE' 2607/20032 = 13% PROP EG R e�fi OL,ou s,o F CoQ EROSION&SEDIMENT CONTROLS �� o ��o f Ou Shall include b y �- / w• ut not be limited to: 4ocS F �' O L- �FRON �_ �- o Z5 A well maintained Construction Entrance, L ,`qW' 13-S w Wire Backed Silt Fencing,stabilization & 1" ----- • C- p J,�, f.001-- - gj Seeding of exposed and/or inactive soils. DROPOSED SEP 71C SYSTEM Y- VALAN .pV1mm. :3 BEDROOM HOUSE WITH) / 1 m"' "-- POOLHOUSE BA 77-1ROOM CAST 1000 GALLON SEPTIC TANK �,. L8 S��q psry 5� PROP° NK, SRI VE V ALO If ILL w NROEOE� 3 T HOLE DATA Sc,N _ )N GEOSCIENCE 1 ?/2016 —_ 1 BROWN LOAM OL �% _ o BROWN SILTY SAND SM CW OL p►5T --- 4• FREE SLI-10 UNION BROWN RNE TO COARSE SAND SW ALANT LOTSEP L \ I [ZEAR 17' NOTE.- NO WATER ENCOUNTERED _ - � I _ I CLEAN OUT DETAIL co1 OR USE WITH BUILDING EXTENSION/CONNECTION Si — OR OTHER STOPPER END 4BL COVER OR PLUG CERTIFIED TO- =_ OLD KEPU6LIC NATIONAL TITLE IN5UKANCE COMPANY F I K5T METROPOLITAN A65TKACT CORP-T I TLE NO. A31282-5-1547 a ANTHONY GILROY FERNANDE5 JENNIFER FEKNANDE5 SEWER PIPE gym" C I T I ZEN5 6ANK, N.A. 15AOA, AT I MA rn 30' ELBOW v \ n r � NOT TO SCALE 60' WYE r )NS ARE REFERENCED TO NA VD 88 11� tN Won of public water, wells and cesspools shown hereon S to 77 field observations and or from data obtained from Vis,?.h yA, _> ' ' MILIAN WITH THE STANDARDS FOR APPROVAL AND JC77ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR /� n ry =AMILY RESIDENCES AND WDLL ABIDE BY THE COND177ONS SET KEy AREA e 20,032 SO. RT. 7-IEREIN AND ON THE PERMIT TO CONSTRUCT. ® = WELL ' , - .S LIC. NO. 49618 7ERA710N OR ADDITION TO THIS SURVEY ISA VlOLA770N OF ® = PIPE P P IONGW YDRS, P.C. ' 72090F 77-IE NEW YORK STA 7E EDUCA77ON LAW EXCEPT AS _--- -- .__._ LOT NUMBERS REFER TO 'MAP OF SOUNDCREST WOODS SEC77ON ONE" ,_ _ v APPROVED AS NOTED/ / DATE: 0-91b-'B.P. # ` ` .2 I)RAINAGE INSPECTIONS ARE REnUIREr) FEE: q4 BY: Contact TOS Engineering at 765-1560 before NOTIFY BUILDING QEPARTM AT Backfill,OR Provide Engineer's Certification 765-1802 8 AM TO 4 PM FOR THE that the drainage has been installed to Code. FOLL7W;NG INSPECTIONS: 1. F0ij,1IDATION - TWO REQUIRED PC,'-'i POURED CO"CRETE 2. ROUGH - FRAMING & PLUMBING ELECTRICAL 3. INSULATION INSPECTION REQUIRED 4. FINAL - CON.;TRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR TRUSS PLACARDING REQUIRED DESIGN OR CONSTRUCTION ERRORS. °PLUMBER CERTIFICATION" 1_,Lv COMPLY WITH ALL CODES OF ::ONLEAD CONTEfV'T EFRE NEW YORK STATE & TOWN CODES PgRTIFICATE OF Ot3C.!1"/,%",,Y` AS REQUIRED AND CONDITIONS OF SOLDER USED IN a -4.V'PPLXSYSTEM CA,'--V' OF 15o LL/ 8t8�9�ES WATER OCCUPANCY OR ID USE IS UNLAWFUL UA WITHOUT CERTIFICATE ®FFO�-�'`' "ON, L�� OF OCCUPANCY .� STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M.CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 RosSANA ROSADO VWVW.DOS.NY.GOV SECRETARY OF STATE March 28,2017 Mr.David Nice Simplex Industries, Inc. One Simplex Drive Scranton,PA 18504 RE: M0186-2013-005 System Approval Extension #3 Dear Mr.Nice, This letter is to inform the code enforcement official that the New York State'Department of State (DOS) has granted the extension of the expiration date to allow the construction of Factory Manufactured Detached One- and Two-Family Dwellings System of Models under approval designated M0186-2013-005. The Manufacturer shall be responsible for assuring that homes or components bearing insignias issued during the extension period comply with the requirements of 2016 Uniform Fire Prevention and Building Code which incorporates by reference the New York State 2016 Uniform Code Supplement and the 2015 International Residential Code. This extension will expire on May 31,2017 unless sooner revoked or replaced by full approval of the System renewal currently under review for compliance with the New York State 2016 Uniform Code Supplement and the 2015 International Residential Code. A copy of this letter shall accompany plans and specifications submitted for a building permit and deemed a duplicate original. I am hopeful that you will find this extension of assistance. Sincerely, John Addario,PE-Director Division of Building Standards and Codes cc:Joseph Hill,RA,Assistant Director for Code Administration Don Thomas Jr.,AIA Rick Wenner,P.E.,PFS Corp. Terri Heckman, Glenco File: Simplex Ext 2017-3.doc NE RK STADepartment TE OF OPPORTUNITY. of State REScheck Software Version 4.6.3 C�(J Compliance Certificate'' Project 16-1018 oF NEINY PAUL Energy Code: 2015 IECC CO Location: Greenport, New York * '� Construction Type: Single-family Project Type: New Construction m Conditioned Floor Area: 2,560 ft2 2�F Glazing Area 22% 610 ok 0 Climate Zone: 4 (5572 HDD) 90FESSI �P 1/2017 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1670 Stars Road Colva Beach Dev. Simplex Industries East Marion, NY 11939 81 Sandy Hollow Road 1 Simplex Drive Port Washinton,NY 11050 Scranton, PA 18504 1-516-658-5302 Gorhplian.ce: Passes using UA-trade-,off- Compliance: 5.8%Better Than Code Maximum UA: 382 Your UA: 360 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based an code trade-off rules. It DOES NOT provide an estimate of energy use or-cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly Cavity Cont. U-Factor UA Ceiling 1 behind kneewalls-mods-C&D: Flat Ceiling or Scissor Truss 207 38.0 0.0 0.030 6 Ceiling 2 Vault mods C&D:Cathedral Ceiling -667 38.0 0.0 0.027 18 Ceiling 3 Slope @ mods-C&D: Cathedral Ceiling 79 19.0 0.0 0.052 4 Ceiling 4 Collar tie mods-C&D:Flat Ceiling or Scissor Truss 153 38.0 0.0 0.030 5 Ceiling 5 mods-A&B: Flat Ceiling or Scissor Truss 281 38.0 0.0 0.030 8 Ceiling 6 mods A&B slope:Cathedral Ceiling 40 19.0 0.0 0.052 2 Ceiling 7 Collar tie mods A&B: Flat Ceiling or Scissor Truss 173 38.0 0.0 0.030 5 Wall 1 1st fir:Wood Frame, 16"o.c. 1,598 . 21.0 0.0 0.057 63 Windows Total:Vinyl/Fiberglass Frame:Double Pane with Low-E 342 0.300 103 SHGC:0.28 Door 12868:Solid 40 0.260 10 Door 2 6068 Patio x2:Glass 81 0.300 24 SHGC: 0.23 Door 3 3068: Solid 22 0.300 7 Wall 2 Total Kneewalls:Wood Frame, 16"o.c. 322 19.0 0.0 0.060 19 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,836 19.0 0.0 0.047 86 Project Title: 16-1018 Report date: 05/10/17 Data filename: F:\Sunbury Engineering\Engineering_Projects\2016\16-1018\Calcs\16-1018 Rescheck.rck Page 1 of 10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements list in the REScheck 1 spection Checklist. Matthew E Badman 5/10/17 Name-Title Signature Date of NFF PAUL sy0-p m z F� O9619� RDFES S1 N�1/2017 Project Title: 16-1018 Report date: 05/10/17 Data filename: F:\Sunbury Eng i nee ri ng\Eng i neeri ng_Projects\2 0 16\16-10 1 8\Ca I cs\16-1018 Rescheck.rck Page 2 of 10 REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. :.a•„ - ...r•°- as"_t�x�. ,�`_��,� •,�'�,9`' n„J ;'z.>xas-y£e.M,lj,�..,� .;s.J,".&'<,"�..�Y":�,�.�.?:�"yi":�ia c�';`._''.,'nit .,,,• Verified, s/ _ •� �;�.`�° ` ";r 'Plx�n••Reviewb^ -+t�4•�'�• rs-.'� ;�:, °"wy4�t:w=�•;�:• ;Comp'lies?.,;:�f •'CommentAssumptions.; :�j #`,_2," °{'Pre�lnspec#ion/,, a • � .�; " ,.�`� z. - ''I` ;r'" - ,.i�-"'r�•,,i•` .t,.�., ,".t.' tji.. ��,.r...t .e.. a.. &•Re`q:ID - `�_' rs.�• �-� � .�. f,p."`; "ry•:' ':�; :Y,_ FF� ,s^,w:;_ :z �.ti„ :1,,1•LL`.3� ,;.r.' :s."�' -.a+"� ;;l%' �+„•.;...:s:.r..'r.. G�_Xi':� ::.r`k°^..._ a:.:. :A v..;;: , !Construction ❑Com lies 103.1, drawings and ; ;.=}":, k-Yr P 103.2 !documentation demonstrate ""``" j' My' a '"rt=` `'`.'mss ` t '>I °.,�„;:�::;�`. _ 5 ,_ �;�- ❑Does Not I "'' `” ❑Not Observable [PRl]1 I energy code compliance for `.? fir' ap v`:> -,.' , 1 :building envelope.The ' rt� ;,x•=y°v:{,.° "} 1 I envelope represented on ?== n .f`_r„ .� s ' . a._ =r x:,fx . , ❑Not Applicable ! 1, ,....e'.v' ' `,.:.'.T..?:y,•.:ti^a}ri 1% 1 }construction documents. 103.1, ;Construction drawings and I<`kt``` T`'`°` `_'t"=- ' :ti ,�-,�;.� •;{_s,�{:-r'r:.: z-�.�°" :>�°..:.,. .1❑Complies , 103.2, :documentation demonstrate : :ani aA,. .. ;.;f « . '❑Does Not , 403.7 energy code compliance for U- ❑Not Observable ; [PR3]1 'lighting and mechanical systems. ms$. ;Systems serving multiple `; '`"° :, .4` ° ° ❑Not Applicable dwelling units must demonstrate ''��'' ��� '��";;. 3�,;,,.,��..,:r-. �,:k"•A:�'�=�' , compliance with the IECC Commercial Provisions Heating and cooling equipment is: Heating: Heating:h ;❑Complies sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [FR2]? :on•loads'calculatedper ACCA ; Cooling: Cooling: tNot Observable sl.� yi?t "a.-lr�Manual J or other methods 1 Btu/hr Btu/hr ❑Not Applicable 1 ,v I approved by the code official. , irJ .Y.=.Eefbn�.^ Additional Comments/Assumptions: OF NEI�(rY PAUL sy0�7' 2s`�D,p 09619 ��<? R�FESS1 �P 1/2017 1 High Impact(Tier 1) ;;2 Medium Impact(Tier 2) "3 1 Low Impact(Tier 3) Project Title: 16-1018 Report date: 05/10/17 Data filename: F:\Sunbury Engineering\Engineering_Projects\2016\16-1018\Calcs\16-1018 Rescheck.rck Page 3 of10 Comim6nts/As�wmptliah'g-"'," Foundation'Ins pectiowomp l-1,-- , M 3 A protective covering is installed to �,E]Complies protect exposed exterior insulation TIDoes Not and extends a minimum of 6 in. below ! ;E]Not Observable; grade. EINot Applicable 4 �';',J Snow-and ice-melting system controls;ElCom plies installed. :E]Does Not :E]Not Observable: :E]Not Applicable Additional Comments/Assumptions: OF NEW FAUt S, 0 LU 0961 1/2017 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 16-1018 Report date: 05/10/17 Data filename: F:\Sunbury Eng i need ng\E ng Mee ri ng_Proj ects\2 0 16\16-10 18\Ca I cs\16-10 18 Rescheck.rck Page 4 of 10 ` ` Project Title: l§-lUl8 Report date: 05/10/17 l Additional Comments/Assumptions: OF NEW 6 09619, v R�FESSI 1/2017 1 High Impact(Tier 1) .2 Medium Impact(Tier 2) 13;1 Low Impact(Tier 3) Project Title: 16-1018 Report date: 05/10/17 Data filename: F:\Sunbury Engineering\Engineering_Projects\2016\16-1018\Caics\16-1,018 Rescheck,rck Page 6 of 10 ` ` V6irifi 6d All installed insulation is labeled es Elcompli the installed R-values Ebut!s Not E]Not Observable E]Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ,E]Complies !See the Envelope Assemblies 402.2.6 table for values. E] Wood E] Wood :E]Does Not E] Steel E] Steel :E]Not Observable tlNot Applicable 303.2, !Floor insulation installed per ElComplies 402.2.7 manufacturer's instructions and ElDoes Not [IN211 iin substantial contact with the underside of the subfloor,or floor �:'�LjNot Observable :framing cavity insulation is in 1EINot Applicable contact with the top side of !sheathing, or continuous Hnsulation is installed on the lunderside of floor framing and :extends from the bottom to the 'top of all perimeter floor framing 402.1.1, Wall insulation R-value.If this is a: R- R� i0complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the 1 !table for values. 402.2.6 !wall insulation on the wall 10 Mass E] Mass i [IN311 !exterior,the exterior insulation I :E]Not Observable 114 ;requirement applies(FR10). 1 F] Steel Steel :E]Not Applicable 303.2 ;Vall insulation is installed per T-N ElCom-plies [IN411 ;manufacturer's instructions, 13Does Not UNot Observable AdditionaUComments/Amumptiom : CD PAUt 0'^ LIJ lei 096191 OPESSI � /2O17 1 High Impact(Tier 1) 2]Medium Impact(Tier 2) '3 Low impact(Tier 3) Project Title: 1G'IUl8 Report date: 05/I0/I7 Data filename: F:\SunburyEngineehng\Eng|needng_Pnojects\Z0l6\l6-lOIO\Ca|c$l5'101ORescheck.rck Page 7ofIU ^ Project Title: 16-1018 Report date: 05/I0/17 ' ° Project Title: IO'101O Report date: 05/10/17 n rovisip fi-n-r.", "C & 401:3r Ffr compliance certificate posted. E]Complies t@ ElDoes No I EINot Observable UNot Applicable bll� R ElComplies 03,.-3""-,,: Manufacturer manuals for I mechanical and water heating ElDoes Not -Iss ems s have been rovided. yp EINot Observable EINot Applicable Additional Comments/Assumptions: i[)'F NEIN PAUL 0 CO LU 6 10 096191 R�FESSI NP 1/2017 1 High Impact(Tier 1) Medium Impact(Tier 2) 131 Low Impact(Tier 3) Project Title: 16-1018 Report date: 05/10/17 Data filename: F:\Sunbury Engineering\Engineering_Projects\2016\16-1018\Calcs\16-1018 Rescheck.rck Page 10 ofI0 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Door Rating V-Fa,6tor SHQC Window 0.30 0.28 Door 0.30 0.23 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments OV NEF CO so ti� m z O 09619, V� AROFESSI �P 1/2017 Home Heat Loss Calculator http://www.builditsolar.com/References/Calculators/HeatLoss/fleatLoss.htm Home Heat Loss Calculator This calculator will provide an estimate of the heat loss for your home, including: -Maximum heat loss in BTU/hr for a coldest day(helpful forfumaces¢ing) -Total yearly heat loss in millions of BTU. -Total yearly cost for fuel. -Total ten year cost for fuel(with 10%fuel price inflation per year). -Pounds of CO2 gas emissions for heating your house. A few changes have been made to the calculator-details... Please note these important sources of error. To use the Heat Loss Calculator: Fill in all the input boxes. 20 Then,click on the When you click (the light blue boxes) button below that "Calculate",the looks like this output cells will be calculated and displayed. You must click the Calculate button to see the effect of any changes you make. Examples and Usage Information Worked examples here. Help on R values... If you are starting with no insulation, read this carefully... Handling crawl spaces... Handling slabs... Help on Heating Degree Day estimates... .`SOF NEW Y PAUL o',per m 2 09619 v ROFESS1 �P 1/2017 1 of 5 5/10/17, 1:35 PM Home Heat Loss Calculator http://www.builditsolar.com/References/Calculators/HeatLoss/HeatLoss.htm Design Temperature and Fuel Type Inputs Title 16-1018 Design outdoor -10 Degrees F Coldest temperature expected in a"normal" Temperature g year more... Heating Degree Days 5572 Degree F-day Heating Degree Days more... Natural Gas Fuel Oil © Propane 1.00 $'s Per Therm 80 Furnace Efficiency(%) more... a Electricity Area and Rvalue Inputs Ceilings---Enter the area and R value for each ceiling area in the house that is exposed to outside temperatures. Help on R values... Ceilings, Area UA Design Loss Yearly Heat Loss (sqft) Rvalue (BTU/hr-F) (BTU/hr) (million BTU/yr) Ceiling 1 1481 38 39 3118 5.2 Ceiling 2 119 19 6.3 501 0.8 Ceiling 3 0 10 0 10 0 Ceiling 4 0 10 0 10 0 Enter the area and R value for each wall area in the house that is exposed to outside Walls temperatures. Do not include window and door area. Area UA Design Loss Yearly Heat Loss (sqft) Rvalue (BTU/hr-F) (BTU/hr) (million BTU/yr) wall 1 1598 21 76.1 6088 10.2 wall 322 21 15.3 1227 2.1 wall 0 10 0 0 0 wall 0 10 0 10 10 Enter the area and R value for each group of windows or doors having the same R value. Windows& (U=1/R,so a window listed with a U of 0.33 has an R value of 3) Doors Area UA Design Loss Yearly Heat Loss (sqft) Rvalue (BTU/hr-F) (BTU/hr) (million BTU/yr) Group 1 342 3 114 9120 15.2 Group 2 40 3 13.3 1067 1.8 Group 3 81 13 127 12160 13.6 Group 4 22 13 17.3 1587 11 Floors-Wood Joist Type---Enter the area and R value for each floor area in the house that Floors is exposed to outside temperatures. Estimating R Value for crawl spaces..: Area UA Design Loss Yearly Heat Loss (sqft) Rvalue (BTU/hr-F) (BTU/hr) (million BTU/yr) Floor 1 1836 19 96.6 7731 12.9 Floor 2 0 0 0 0 0 Floor 3 0 10 0 10 0 Floor 4 0 10 0 10 10 Slab on Grade Floors---Heat loss from slab on grade floors is primarily dependent on the length of the perimeter and not the area of the floor."Rvalue"here is the effective R value per Slabs foot of perimeter. Estimating effective R Value for slabs... Perimeter(ft) Rvalue per ft of UA Design Loss Yearly Heat Los perimeter(1) (BTU/hr-F) (BTU/hr) (million B.. f- NEW Full Slab 0 2.0 0 0 10 Mot rO House Volume is the total volume of the heated space of the house cubic feet(flo ce syG� times the ceiling height) Infiltration Typical Air Changes Per Hour: 0.33—very tight--minimum for health m W 0.5—tight-- new,careful construction 2� 1.0—leaky—typical existing construction?? 619 �Q� ARCFESSI NP 1/2017 2 of 5 5/10/17, 1:35 PM Home Heat Loss Calculator' http://www.builditsolar.com/References/Calculators/HeatLoss/HeatLoss.htm House Volume Air Changes per UA Design Loss Yearly Heat Loss (cubic ft) hour I(BTU/hr-F) (BTU/hr) (million BTU/yr) Whole House 26666 10.5 1240 19200 132.1 These are heat gains from warm bodies, lights, appliances, ... Internal Heat This is heat that your furnace does not need to provide. Gains If you don't want to account for internal heat gains,enter 0 for the number of occupants Number of Internal Gains Design Loss Yearly Heat Loss Occupants (BTU/hr) (BTU/hr) (million BTU/yr) 4 1884 -1884 -16.5 pF NEW Y CO o�.l PAUk sy0,p'� LU O �9619� 116 s1 NP 1/2017 3 of 5 5/10/17, 1:35 PM Home Heat Loss Calculator http://www.builditsolar.com/References/Calculators/HeatLoss/HeatLoss.htm Summary Outputs (see table above for detail outputs) Click to update Heat Loss results. Item UA Design Loss Year Loss Fuel Cost Ten Year Cost Greenhouse (BTU/hr-F) (BTU/hr) (Million BTUIyr) (US dollars) 10%infla$"s Gas(lb CO2) Ceiling Loss 45 3619 6 76 1205 907 Wall Loss 91 7314 12.2 153 2435 1834 Window Loss 162 12933 21.6 270 4305 3243 Floor Loss 97 7731 12.9 162 2573 1938 Slab Loss 0 0 0 0 0 0 Infiltration 240 19200 32.1 401 6391 4814 Totals 635 50797 84.9 1061 16908 12737 Internal heat gains(warm bodies, lights, ...)supply some of the heat listed above--the line Internal Gains below shows approximately the contribution of internal heat gains--this is heat that your furnace does NOT have to supply. -1884 -16.5 -206 -3286 Heat Lass -A Millions of BTU per Year 50 Infiltration 25 Windows Walls Floors Ceilings RIM FU Slab 0 Gains This software is provided"as is"--use at your own risk. I am not responsible for any errors,inaccuracies or omissions in the software. Under no Circumstances am I liable for direct,indirect,special,incidental,or consequential damages resulting from the use,misuse,or inability to use this software,even if I have been advised of the possibility of such damages—Gary of NEW Cl PAUk Sy0� ZO m z A 09619, ��C? v 90�ESS1 tJP 1/2017 4•of 5 5/10/17, 1:35 PM Home Heat Loss Calculator http://www.builditsolar.com/References/Cal'culators/Head oss/HeatLoss.htm Definitions of the Output Columns: -Design Heat Loss --This is the total heat loss from your house per hour when the outside temperature is at the Design Outdoor Temperature that you input. This can be used as a rough guide for sizing your furnace--but see the discussion on Internal Gains above. (BTU/hour) -Year Heat Loss--This is a rough estimate of the total heat loss from your house for a typical year. It is based on the number of Heating Degree Days you entered. (BTU/year), -Fuel Cost --This is the cost of the fuel to heat your house based on the Year Heat Loss from the previous column, and the fuel type, fuel cost, and furnace efficiency you entered. (Dollars) -Ten Year Cost--This is the cost of fuel for 10 years with the assumption that fuel costs will rise 10%each year of the 10 years. (Dollars) -Greenhouse Gas Emissions--This is the yearly green house gas emissions from your heat plant. It is based on the type of fuel you selected,the furnace efficiency you entered,the Year Heat Loss. For electricity, it is assumed that the electricity was generated at an average US rate of 1.5 lbs CO2 per KWH. (lbs of CO2 per year) Note: -You must have Javascript enabled in your browser to run this calculator(Tools-> Internet Options-> Security) -For the Design Day heat loss calculation, the inside temperature is assumed to be 70F. -Remember that you must click the Calculate button to see the effect of any changes you make to the inputs. HINT. if you want to save the output use the Print function on your browser to either print it, or save it to a pdf,and sometimes other types of files. One way to access the Print function is to right click anywhere and select print off the right click menu.The right click menu on MS Explorer browser will also export the data to OneNote,which works well. Updates: Gary 5/5/07, 3/2/08, 12/18/2008 Updated:April 17, 2008 Clarified slab effective R value, added two examples. Nov 7, 2009 Added some more help files April 4,2011 Fixed some formatting and nav menu issues August 15,2012 Added plot and title, many cleanups,formatted for better printing and clearer look. December 3,2012 added a few clarifications to the labels. Contact/About Legal Disclaimer Copyright 2005-2015 by Gary Reysa OF NE�NY O PAUL LU z 09 6191 61 AR�FES Sl NP 1/2017 5 of 5 5/10/17, 1:35 PM David E.Billingsley,PE Page Project:SI-16-1018 Calcs 05-08-17 'r / Location,CB1-1 Multi Loaded Multi-Span Beam [2015 International Building Code(2015 NDS)] �? 1.5 IN x 9.25 IN x 7.0 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 5/9/2017 5:36:57 AM Section Adequate By:282.2% Controlling Factor.Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.06 IN U1479 Dead Load 0.02 in Total Load 0.08 IN L/1097 Live Load Deflection Criteria-U240 Total Load Deflection Criteria:L/180 REACTIONS 9 B Live Load 728 Ib 728 lb Dead Load 254 Ib 254 lb Total Load 982 Ib 982 lb Bearing Length 0.87 in 0.87 in BEAM DATA Center Span Length 7 ft Unbraced Length-Top 0 ft 711 Unbraced Length-Bottom 7 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS_ Cente MATERIAL PROPERTIES Uniform Live Load 208 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 69 plf Base Values Adjusted Beam Self Weight 3 plf Bending Stress: Fb= 3100 psi Fb'= 3683 psi Total Uniform Load 280 plf Cd=1 15 CF=1.03 Shear Stress: Fv= 290 psi Fv'= 334 psi Cd=1.15 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-Lto Grain: Fc-1 = 750 psi Fc--L= 750 psi Controlling Moment: 1718 ft-Ib 3.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 766 Ib At a distance d 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: Req'd Provided Section Modulus: 5.6 in3 21.39 in3 Area(Shear): 3.44 int 13.88 int Moment of Inertia(deflection): 16.23 m4 98.93 in4 Moment 1718 ft-Ib 6565 ft-Ib Shear: 766 lb 3085 lb NOTES rj <try;t, iM1�,cy,"'. flRgg5i5 ry O'a 05/09/17 These calculations are also valid for 1 of 17 the NYS 2016 Uniform Code David E.Billingsley,PE Page Project.SI-16-1018 Calcs 05-08-17 �r� / Location-C131-2r- 9 Multi Loaded Multi Span Beam [2015 International Budding Code(2015 NDS)] (2)1.5 IN x 9.25 IN x 13.75 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 5/9/2017 5:36 58 AM Section Adequate By:117.8% Controlling Factor.Deflection F__s are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.21 IN L/784 Dead Load 0.09 in Total Load 0.30 IN U558 Live Load Deflection Criteria L/360 Total Load Deflection Criteria.L/240 REACTIONS A B Live Load 1490 lb 408 Ib Dead Load 576 Ib 178 Ib Total Load 2066 Ib 586 Ib Bearing Length 0.92 in 0.26 in BEAM DATA Center Span Length 13.75 ft Unbraced Length-Top 0 ft 13.75 ft Unbraced Length-Bottom 13.75 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 27 pif 2 0 Rigidlam LVL-Roseburg Forest Products Umfomi Dead Load 7 pif Base Values Adjusted Beam Self Weight 7 pif Bending Stress: Fb= 3100 psi Fb'= 3203 psi Total Uniform Load 41 plf Cd=100 CF=1.03 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Cd=100 Live Load 1526 Ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 562 lb Comp.-I-to Grain: Fc--L= 750.psi Fc-1'= 750 psi Location 2 ft Controlling Moment: 4043 ft-Ib 2.06 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 20381b At a distance d 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: 15.15 in3 42.78 in3 Area(Shear) 10.54 int 27.75 in2 Moment of Inertia(deflection): 90.83 in4 197.86 in4 Moment: 4043 ft-Ib 11417 ft-lb Shear 2038Ib 5365 lb NOTES a�r) 1:1 w C� 05/09/17 These calculations are also valid for 2 of 17 the NYS 2016 Uniform Code Paga Project:SI-16-1018 Calcs 05-08-17 ko xqv'e� David E Billingsley,PE / Location:CB1-3 u Multi-Loaded Multi-Span Beam [2015 International Budding Code(2015 NDS)] (3)1.5 IN x 9.25 IN x 13.75 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 5/9/2017 5:3658 AM Section Adequate By:14.7% Controlling Factor.Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.40 IN U413 Dead Load 0.16 in Total Load 0.56 IN U293 Live Load Deflection Criteria,U360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 1867 Ib 1705 lb 2 Dead Load 765 Ib 705 lb A Total Load 2632 Ib 2410 lb Bearing Length 0.78 in 0.71 in BEAM DATA Center Span Length 13.75 ft Unbraced Length-Top 0 ft 13.75 ft Unbraced Length-Bottom 13.75 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 27 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 7 pif Base Values Adiusted Beam Self Weight 10 plf Bending Stress: Fb= 3100 psi Fb'= 3203 psi Total Uniform Load 44 plf Cd=1 00 CF=1 03 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Two Cd=1 00 Live Load 1216 lb 1984 lb Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 465 lb 765 Ib Comp.-L to Grain: Fc--L= 750 psi Fc-1'= 750 psi Location 2.33 ft 9.1 ft Controlling Moment: 10710 ft-lb 9.07 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 2601 Ib At a distance d 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: 40.13 in3 64.17 in3 Area(Shear)- 13.45 in2 41.63 in2 Moment of Inertia(deflection): 258.77 in4 296.79 in4 Moment. 10710 ft-Ib 17126 ft-lb Shear. 2601 Ib 8048 lb NOTES ,_ 3T _ U.0 05/09/17 f These calculations are also valid for 3 of 17 the NYS 2016 Uniform Code Page Project:SI-16-1018 Calcs David E.Billingsley,PE 05-OS-17 "�"",���; / Location:CGI-1 as Multi-Loaded MuIU-Span Beamt of [2015 International Building Code(2015 NDS)] . (2)1.5 IN x 9.25 IN x 8.1 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.1 5/9/2017 5:36:59 AM Section Adequate By:55.5% Controlling Factor:Moment P�s are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN U1404 Dead Load 0.02 in Total Load 0.09 IN U1033 Live Load Deflection Criteria.U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 802 Ib 802 Ib Dead Load 288 ib 288 Ib Total Load 1090 ib 1090 Ib Bearing Length 0.85 in 0.85 in BEAM DATA Center Span Length 8.1 ft Unbraced Length-Top 0 ft a.i n Unbraced Length-Bottom 8.1 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 198 plf #2-Spruce-Pine-Fir Uniform Dead Load 66 plf Base Values Adjusted Beam Self Weight 5 plf Bending Stress: Fb= 875-psi Fb'= 963 psi Total Uniform Load 269 plf Cd=1 00 CF=1.10 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of,Elasticity: E= 1400 ksi E'= 1400 ksi Comp.-LtoGrain• Fc-1 = 425 psi Fc--I-'= 425 psi Controlling Moment: 2207 ft-Ib 4:05 Ft from'left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 894 Ib At a distance d 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: Reg'd Provided Section Modulus: 27.51 in3 42.78 in3 Area(Shear): 9.93 m2 27.75 M2 Moment of Inertia(deflection): 50.73 in4 197.86 in4 Moment: 2207 ft-Ib 3431 ft-Ib Shear: 894 Ib 2498 lb NOTES W " Ld _ y.E IttP r 05/09/17 These calculations are also valid for 4 of 17 the NYS 2016 Uniform Code Project:SI-16-1018 Calcs 05-08-17R David E.Billingsley,PELocation:CGI-2 Page y �1' V Multi Loaded Multi Span Beam ✓, or [2015 International Building Code(2015 NDS)] ""' .'..,.•.- (1)0.5 IN Steel Flitch Plate(s)x(2)1.5 IN x 9.0 IN x 16.9 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 5/9/2017 5:3659 AM Section Adequate By:68.2% Controlling Factor.Moment F-s are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.29 IN U695 Dead Load 0.13 in Total Load 0.42 IN L/481 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1673 Ib 3888 Ib 1 Dead Load 744 Ib 744 Ib Total Load 2417 Ib 4632 Ib Bearing Length 1.07 in 2.06 in BEAM DATA Center Span Length 16.9 ft Unbraced Length-Top 0 ft 16.9 ft Unbraced Length-Bottom 16.9 ft Live Load Duration Factor 1.15 MATERIAL PROPERTIES UNIFORM LOADS Center 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Live Load 198 pif Base Values Adiusted Uniform Dead Load 66 pif Bending Stress: Fb= 3100 psi Fb'= 3565 psi Beam Self Weight 22 pif Cd=1.15 CF=1.00 Total Uniform Load 286 pif Shear Stress: Fv= 290 psi FV= 334 psi POINT LOADS-CENTER SPAN Cd=1'15 Load Number One Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Live Load 2215 Ib Comp.-LtoGrain: Fc-J-= 750 psi Fc--L'= 750 psi Dead Load 0 l Controlling Moment: 10213 ft-Ib Location 16.9 ft 8.45 Ft from left support of span 2(Center Span) Created'by combining all dead loads and live loads on span(s)2 Controlling Shear: -2417 lb 17.0 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: 82.27 m3 138.38 in3 Area(Shear): 10.87 m2 92.25 inti jyD Moment of Inertia(deflection): 322.5 in4 622.69 in4 Moment: 10213 ft-Ib 41109 ft-Ib ,+' �.Ot��// Shear: -2417 lb 20510 lb � Flitch Design Requirements J ,. ^^ Er Modular Ratio(E-stl/E-wood) n= 14.5 n; ;� t us Transformed Section Width w-trans= 10.25 in Allowable Steel Bending Stress Fb-stl= 21600 PSI `j O� Lmtd.Bending Stress for Transformed Section Fb-stl-lim= 1490 PSI Ctrl.Bending Stress for Wood Transform Fb-cont= 1490 PSI y?- fi05/09/17 Plate Width to Thickness Ratio (d/w-plate)= 18 Lmtd.Width to Thickness Ratio for Fv=0.4*Fy AWSL= 63.33 Allowable Steel Shear Stress Fv-stl 14400 PSI Lmtd,Shear Stress for,Wood Transform Fv-stl4im= 993 PSI Ctrl.Allowable Shear Stress for Wood Transform Fv-cont= 334 PSI Percentage of Load Carried by Steel Plate Steel%= 70.73 % NOTES These calculations are also valid for 5 of 17 the NYS 2016 Uniform Code w Project:SI-16-1018 Calcs 05-08-17 David E.Billingsley,PE Page Location:CG2-1 Multi-Loaded Multi-Span Beam :e [2015 Intemational Building Code(2015 NDS)] 1.5 IN x 11.25 IN x 15.0 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 5/9/2017 5-37*00 AM Section Adequate By:5.9% Controlling Factor Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.70 IN U257 Dead Load 0.24 in Total Load 0.94 IN U191 Live Load Deflection Criteria:L/240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 1643 Ib 1643 Ib Dead Load 572 Ib 572 Ib Total Load 2215 Ib 2215 Ib Bearing Length 1.97 in 1.97 in BEAM DATA Center Span Length 15 ft Unbraced Length-Top 0 ft 15ft Unbraced Length-Bottom 15 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 219 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 72 pif Base Values Adiusted Beam Self Weight 4 plf Bending Stress: Fb= 3100 psi Fb'= 3594 psi Total Uniform Load 295 pif Cd=1.15 CF=1.01 Shear Stress: Fv= 290 psi Fv'= 334 psi Cd=1 15 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc--L= 750 psi Fc-1'= 750 psi Controlling Moment: 8303 ft-Ib 7.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1948 lb At a distance d from right 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: 27.72 in3 31.64 1n3 Area(Shear): 8.76 M2 16.88 int Moment of Inertia(deflection): 168.11 in4 177.98 in4 Moment: 8303 ft-Ib 9476 ft-Ib Shear: -1948 lb 3752 lb NOTES 0h v 3 05/09/17 These calculations are also valid for 6 of 17 the NYS 2016 Uniform Code Project:SI-16-1018 Calcs 05-08-17David E.Billingsley,PE Page k; Location:Dormer Header 1 Owl Multi-Loaded Multi-Span Beam [2015 International Budding Code(2015 NDS)] '' 1.5 IN x 9.25 IN x 5.25 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 5/9/2017 5.37:00 AM Section Adequate By:373.8% Controlling Factor Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN U2139 Dead Load 0.00 in Total Load 0.03 IN U2117 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 895 lb 895 Ib Dead Load 9 Ib 9 Ib Total Load 904 Ib 904 Ib Bearing Length 0.80 in 0.80 in BEAM DATA Center Span Length 5.25 ft Unbraced Length-Top 0 ft SIS ft Unbraced Length-Bottom 5.25 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 341 pif 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 3 plf Bending Stress: Fb= 3100 psi Fb'= 3683 psi Total Uniform Load 344 pif Cd=1 15 CF=1 03 Shear Stress: Fv= 290 psi FV= 334 psi Cd=1.15 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-t•to Grain: Fc--I-= 750 psi Fc--L'= 750 psi Controlling Moment: 1187 ft-lb 2.62 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 651 Ib At a distance d 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: 3.87 in3 21.39 in3 Area(Shear): 2.93 in2 13.88 int Moment of Inertia(deflection): 11.1 in4 98.93 in4 Moment 1187 ft-Ib 6565 ft-Ib Shear: 651 ab 30851b NOTES WUfh�� a 05/09/17 J These calculations are also valid for 7 of 17 the NYS 2016 Uniform Code };, Page Project:SI-16-1018 Calcs 05-08-17 ��fl�'i�?� David E Billingsley,PE / Location:Dormer Header 2 Multi-Loaded Multi-Span Beam :, or 2015 International Building Code 2015 NDS -� 1.5 IN x 9.25 IN x 9.0 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 5/9/2017 5:37:01 AM Section Adequate By:76.9% Controlling Factor.Deflection DEFLECTIONS Cente LOADING DIAGRAM Live Load 0.25 IN U425 Dead Load 0.00 in Total Load 0.26 IN U420 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 1535 Ib 1535 Ib Dead Load 16 lb 16 Ib Total Load 1551 Ib 1551 Ib Bearing Length 1.38 in 1.38 in BEAM DATA Center Span Length 9 ft Unbraced Length-Top 0 it 9 ft Unbraced Length-Bottom 9 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 341 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 3 plf Bending Stress: Fb= 3100 psi Fb'= 3683 psi Total Uniform Load 344 pif Cd=1.15 CF=1.03 Shear Stress: Fv= 290 psi Fv'= 334 psi Cd=1.15 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.1toGrain: Fc--L= 750 psi Fc-1'= 750 psi Controlling Moment: 3488 ft-Ib 4.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1302 Ib At a distance d from right 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: 11.36 in3 21.39 in3 Area(Shear): 5.86 int 13.88 int Moment of Inertia(deflection): 55.92 in4 98.93 in4 Moment: 3488 ft-lb 6565 ft-lb Shear: -1302 lb 3085 lb TE •}}pp r 05/09/17 These calculations are also valid for 8 of 17 the NYS 2016 Uniform Code 1 Project:SI-16-1018 Calcs 05-08-17T ,. David E Billingsley,PE Page Location:Endwall Wind Beam �'• ^ Multi-Loaded Multi-Span Beam = or [2015 International Building Code(2015 NDS)] "AN , .mss. (2)1.5 IN x 7.25 IN x 13.75 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 5/9/2017 5:37:01 AM Section Adequate By:85.6% Controlling Factor.Deflection F--s are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.72 IN L/230 Dead Load 0.02 in Total Load 0.74 IN U223 Live Load Deflection Criteria:L/120 Total Load Deflection Criteria:U120 REACTIONS A B Live Load 990 Ib 1348 Ib Dead Load 37 Ib 37 Ib Total Load 1027 Ib 1385 Ib Bearing Length 0.46 in 0.62 in BEAM DATA Center Span Length 13.75 ft Unbraced Length-Top 0 ft 13.75 ft Unbraced Length-Bottom 13.75 ft Live Load Duration Factor 1.60 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 92 pif 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 0 pif Base Values Adiusted Beam Self Weight 5 pif Bending Stress: Fb= 3100 psi Fb'= 5282 psi Total Uniform Load 97 pif Cd=1 60 CF=1 07 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 290 psi FV= 464 psi Load Number One Cd=1.60 Left Live Load 0 plf Modulus of Elasticity: E= 2000 ksi F= 2000 ksi Left Dead Load 0 pif Comp.-LtoGrain: Fc-1= 750 psi Fc--L'= 750 psi Right Live Load 156 pif Controlling Moment: 4168 ft-Ib Right Dead Load 0 pif 7.42 Ft from left support of span 2(Center Span) Load Start 0 ft Created by combining all dead loads and live loads on span(s)2 Load End 13.75 ft Controlling Shear: -1247 Ib Load Length 13.75 ft At a distance d from right 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: 9.47 in3 26.28 in3 Area(Shear): 4.03 in2 21.75 in2 Moment of Inertia(deflection): 51.32 in4 95.27 in4 Moment: 4168 ft-Ib 11569 ft-Ib Shear: -1247 lb 6728 lb NOTES OIL ti, r, tKfi id P i� 05/09/17 These calculations are also valid for 9 of 17 the NYS 2016 Uniform Code �,, - Page Project:SI-16-1018 Calcs 05-08-17 David E Billingsley,PE`� j�1�'-. / Location:FBi-1 !e 4 Multi-Loaded Multi-Span Beam or [2015 International Building Code(2016 NDS)] (2)3.0 INx9.25INx13.OFT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 5/9/2017 5:37:02 AM Section Adequate By:34.3% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.31 IN U498 Dead Load 0.17 in Total Load 0.48 IN U322 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 2510 Ib 2510 Ib Dead Load 1364 Ib 1364 Ib Total Load 3874 Ib 3874 Ib Bearing Length 0.86 in 0.86 in BEAM DATA Center Span Length 13 It - Unbraced Length-Top 0 ft13ft Unbraced Length-Bottom 13 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 53 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 20 pif Base Values Adiusted Beam Self Weight 14 pif Bending Stress: Fb= 3100 psi Fb'= 3683 psi Total Uniform Load 87 pif Cd=1.15 CF=1.03 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 334 psi Load Number One Two Cd=1.15 Left Live Load 0 plf 333 pif Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Left Dead Load 65 pif 111 plf Comp. to Grain: Fc-- = 750 psi Fc--L= 750 psi Right Live Load 0 plf 333 plf Controlling Moment: 12592 ft-Ib Right Dead Load 65 pif 111 plf 6.5 Ft from left support of span 2(Center Span) Load Start 0 ft 0 It Created by combining all dead loads and live loads on span(s)2 Load End 13 ft 13 ft Controlling Shear: 3487 Ib Load Length 13 ft 13 It At a distance d 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: 41.03 in3 85.56 in3 Area(Shear): 15.68 int 55.5 in2 Moment of Inertia(deflection): 294.61 m4 395.73 In4 Moment: 12592 ft-Ib 26260 ft-Ib Shear: 3487 lb 12340 lb NOTES 131LLfa fig,J 0 1 ' UJ 7 l l OL69 tata�t' 05/09/17 These calculations are also valid for 10 of 17 the NYS 2016 Uniform Code Project:SI-16-1018 Calcs 05-08-17i;; §F ,x' David E Billingsley,PE Page Location:1­12-1 R Multi-Loaded Multi-Span Beam . or [2015 International Building Code(2015 NDS)] (3)1.5 IN x 9.25 IN x6.5 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.1 5/9/2017 5.37.02 AM Section Adequate By:45.6% Controlling Factor.Moment F-s are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.05 IN L/1666 Dead Load 0.02 in Total Load 0.07 IN U1123 Live Load Deflection Criteria:L/240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 1068 Ib 916 Ib Dead Load 567 Ib 508 Ib Total Load 1635 Ib 1424 Ib Bearing Length 0.85 in 0.74 in BEAM DATA Center Span Length - 6.5 ft Unbraced Length-Top 0 ft 6.5 ft Unbraced Length-Bottom 6.5 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Spruce-Pine-Fir Uniform Dead Load 40 plf Base Values Adiusted Beam Self Weight 8 plf Bending Stress: Fb= 875 psi Fb'= 1273 psi Total Uniform Load 48 pif Cd=1.15 CF=1 10 Cr=1.15 POINT LOADS-CENTER SPAN Shear Stress. Fv= 135 psi Fv'= 155 psi Load Number One Cd=1.15 Live Load 1984 lb Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 765 Ib Comp.-L to Grain: Fc--L= 425 psi Fc-1'= 425 psi Location 3 It Controlling Moment: 4676 ft-Ib 2.99 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1601 Ib At a distance d 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: 44.08 in3 64.17 in3 Area(Shear): 15.47 in2 41.63 in2 Moment of Inertia(deflection): 47.59 in4 296.79 in4 Moment: 4676 ft-Ib 6807 ft-Ib Shear: 1601 lb 4308 lb NOTES Tr :J111 W � bla F - � 05/09/17 These calculations are also valid for 11 of 17 the NYS 2016 Uniform Code Project:SI-16-1018 Calcs 05-08-17 David E.Billingsley,PE Page Location:Midspan Roof Beam r! Multi-Loaded Multi-Span Beam I or [2015 International Building NDS)]Code 2015 ( (3)1.51Nx11.251Nx17.25FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 5/9/2017 5.37:02 AM Section Adequate By:93.5% Controlling Factor.Deflection F__s are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.43 IN L/482 Dead Load 0.17 in Total Load 0.59 IN L/348 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:L/180 REACTIONS A B Live Load 1984 Ib 1984 Ib Dead Load 765 Ib 765 Ib Total Load 2749 Ib 2749 Ib Bearing Length 0.81 in 0.81 in BEAM DATA Center Span Length 17.25 ft Unbraced Length-Top 0 ft 17.25 ft Unbraced Length-Bottom 17.25 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 230 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 76 plf Base Values Adjusted Beam Self Weight 13 pif Bending Stress: Fb= 3100 psi Fb'= 3594 psi Total Uniform Load 319 pif Cd=1.15 CF=i 01 Shear Stress: Fv= 290 psi Fv= 334 psi Cd=1 15 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc--L= 750 psi Fc--L= 750 psi Controlling Moment: 11853 ft-Ib 8.62 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2474 Ib At a distance d from right 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: 39.58 in3 94.92 in3 Area(Shear). 11.13 in2 50.63 int Moment of Inertia(deflection): 275.97 in4 533.94 in4 Moment: 11853 ft-Ib 28428 ft-Ib Shear: -2474 Ib 11256 lb NOTES 0IL).P�r , C? C'6251 . 4 05/09/17 These calculations are also valid for 12 of 17 the NYS 2016 Uniform Code Project:8I-16-1018 Calcs 05-08-17 : x °�� David E.Billingsley,PE Page Location:Thrust Beam 1 � is c, Multi-Loaded Multi-Span Beam a or [2015 International Budding Code(2015 NDS)] 1.5 IN x 14.0 IN x 14.6 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 5/9/2017 5:37:03 AM Section Adequate By:64.8% Controlling Factor.Moment DEFLECTIONS Cen er LOADING DIAGRAM Live Load 0.48 IN L/367 Dead Load 0.01 in Total Load 0.48 IN U362 Live Load Deflection Criteria:U180 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 2336 Ib 2336 Ib Dead Load 38 Ib 38 Ib Total Load 2374 Ib 2374 Ib Bearing Length 2.11 in 2.11 in BEAM DATA Center Span Length 14.6 ft Unbraced Length-Top 0 ft 14.G ft Unbraced Length-Bottom 14.6 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 320 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 5 pif Bending Stress: Fb= 3100 psi Fb'= 3497 psi Total Uniform Load 325 plf Cd=1.15 CF=O 98 Shear Stress: Fv= 290 psi Fv'= 334 psi Cd=1.15 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc--L= 750 psi Fc--L= 750 psi Controlling Moment: 8666 ft-Ib 7.3 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 2042 Ib At a distance d 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 Provide Section Modulus: 29.74 1n3 49 in3 Area(Shear): 9.18 in2 21 int Moment of Inertia(deflection): 170.79 in4 343 1n4 Moment: 8666 ft-Ib 14279 ft-Ib Shear: 2042 lb 4669 lb NOTES 931LL 'L t•` < d e! fit j 1,.y 14V tlG�v 'S/as 05/09/17 These calculations are also valid for 13 of 17 the NYS 2016 Uniform Code ' $, Page Project:SI-16-1018 Calcs 05-08-17 {�+�'r �1�� David E.Billingsley,PE Location:Thrust Beam 2 F. Multi-Loaded Multi-Span Beam [2015 International Budding Code(2015 NDS)] 1.5 IN x 14.0 IN x 17.25 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 5/9/2017 5:37:03 AM Section Adequate By:27.0% Controlling Factor.Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.86 IN L/240 Dead Load 0.02 in Total Load 0.88 IN L/236 Live Load Deflection Criteria:U180 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 2562 Ib 2562 Ib Dead Load 45 Ib 45 Ib Total Load 2607 Ib 2607 Ib Bearing Length 2.32 in 2.32 in BEAM DATA Center Span Length 17.25 ft Unbraced Length-Top 0 ft 17.25 ft Unbraced Length-Bottom 17.25 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 297 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 0 pif Base Values Adius ed Beam Self Weight 5 plf Bending Stress: Fb= 3100 psi Fb'= 3497 psi Total Uniform Load 302 plf _ Cd=1.15 CF=O.98 Shear Stress: Fv= 290 psi Fv'= 334 psi Cd=1.95 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc--L= 750 psi Fc-1'= 750 psi Controlling Moment: 11242 ft-Ib 8.62 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2294 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 38.58 in3 49 in3 Area(Shear): 10.32 int 21 in2 Moment of Inertia(deflection): 261.76 in4 343 in4 Moment: 11242 ft-Ib 14279 ft-ib Shear. -2294 ib 4669 lb NOTES ()W bi F : ,_v. 05/09/17 These calculations are also valid for 14 of 17 the NYS 2016 Uniform Code Project:8I-16-1018 Calcs 05-08-17 ry David E.Billingsley,PE Pave Location:Vertical Heel Beam 1 Multi-Loaded Multi-Span Beam a or 2015 International Building Code 2015 NDS)] (2)1.5 IN x 9.25 IN x 14.6 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 5/9/2017 5:37:04 AM Section Adequate By:31.8% Controlling Factor:Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.54 IN U325 Dead Load 0.20 in Total Load 0.74 IN U237 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 1526 Ib 1526 Ib Dead Load 562 Ib 562 Ib Total Load 2088 Ib 2088 Ib Bearing Length 0.93 in 0.93 in BEAM DATA Center Span Length 14.6 ft Unbraced Length-Top 0 ft 14.6 ft Unbraced Length-Bottom 14.6 It Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 209 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 70 pif Base Values Adjusted Beam Self Weight 7 plf Bending Stress: Fb= 3100 psi Fb'= 3683 psi Total Uniform Load 286 plf Cd=1.15 CF=1.03 Shear Stress* Fv= 290 psi Fv'= 334 psi Cd=1.15 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc-1= 750 psi Fc--L= 750 psi Controlling Moment: 7619 fl-Ib 7.3 Ft from'left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1879 Ib At a distance d 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: 24.82 in3 42.78 in3 Area(Shear): 8.45 in2 27.75 int Moment of Inertia(deflection): 150.14 in4 197.86 in4 Moment: 7619 ft-Ib 13130 ft-Ib Shear: 1879 lb 6170 lb NOTES •'tr ul 'crry •�.�y ti, 05/09/17 These calculations are also valid for 15 of 17 the NYS 2016 Uniform Code Page Project:SI-16-1018 Calcs 05-08-17 �� �r�'f,°-� David E.Billingsley,PE / Location:Vertical Heel Beam 2 Multi-Loaded Multi-Span Beam 12015 International Building Code(2015 NDS)] MO" ^> -.� (2)1.5 IN x 9.25 IN x 17.25 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 562017 5.37.04 AM Section Adequate By:17.2% Controlling Factor.Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.71 IN 0292 Dead Load 0.27 in Total Load 0.98 IN U211 Live Load Deflection Criteria L1240 Total Load Deflection Criteria:0180 REACTIONS A B Live Load 1216 Ib 1216 Ib Dead Load 465 Ib 465 lb Total Load 1681 Ib 1681 lb Bearing Length 0.75 in 0.75 in BEAM DATA Center Span Length 17.25 ft Unbraced Length-Top 0 It 17.25 ft Unbraced Length-Bottom 17.25 it Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 141 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 47 plf Base Values Adjusted Beam Self Weight 7 plf Bending Stress: Fb= 3100 psi Fb'= 3683 psi Total Uniform Load 195 pif Cd=1.15 CF=1.03 Shear Stress- Fv= 290 psi FV= 334 psi Cd=1.15 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-1-to Grain: Fc--L= 750 psi Fc--L= 750 psi Controlling Moment: 7251 ft-Ib 8.62 Ft from,left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1547 Ib At a distance d 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: 23.63 in3 42.78 in3 Area(Shear)- 6.96 in2 27.75 m2 Moment of Inertia(deflection): 168.83 in4 197.86 in4 Moment: 7251 ft-Ib 13130 ft-Ib Shear: 1547 lb 6170 lb NOTES sS'T �}C} +766250 05/09/17 1 These calculations are also valid for 16 of 17 the NYS 2016 Uniform Cade Project:SI-16-1018 Calcs 05-08-17p ,r David E.Billingsley,PE Page Location:Wind Column ' Column 2015 International Building Code 2015 NDS)] 4.5 IN x 7.25 IN x 22 FT ry 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.1 5/9/2017 5:37.05 AM Section Adequate By:30.4% DEFLECTIONS LOADING DIAGRAM Deflection due to lateral loads only: Defl= 1.69 IN=L/156 Live Load Deflection Criteria: L/120 VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 0 Ib B Dead Load: Vert-DL-Rxn= 179 Ib Total Load: Vert-TL-Rxn= 179 Ib HORIZONTAL REACTIONS Total Reaction at Top of Column TL-Rxn-Top= 827 Ib Total Reaction at Bottom of Column: TL-Rxn-Bottom= 521 Ib COLUMN DATA Total Column Length: 22 ft Unbraced Length(X-Axis)Lx: 22 ft Unbraced Length(Y-Axis)Ly. 0 ft Column End Condition-K(e): 1 Axial Load Duration Factor 1.00 Zee Lateral Load Duration Factor(Wind/Seismic) 1.33 COLUMN PROPERTIES 2.0 Rigidlam LVL-Roseburg Forest Products Base Values Adjusted Compressive Stress: Fc= 3000 psi Fc'= 619 psi Cd=133 Cp=0.16 Bending Stress(X-X Axis): Fbx=3100 psi Fbx'= 4391 psi Cd=9.33 CF=1.07 Bending Stress(Y-Y Axis): Fby=3100 psi Fby'= 4391 psi Cd=9.33 CF=1.07 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi A Column Section(X-XAxis): dx= 7.25 in AXIAL LOADING Column Section(Y-Y Axis): dy= 4.5 in Live Load- PL= 0 Ib Area: A= 32.63 in2 Dead Load: PD= 0 Ib Section Modulus(X-X Axis): Sx= 39.42 in3 Column Self Weight: CSW= 179 Ib Section Modulus(Y-Y Axis) Sy= 24.47 in3 Total Axial Load: PT= 179 lb Slenderness Ratio: Lex/dx= 36.41 Ley/dy= 0 LATERAL LOADING (Dy Face) Uniform Lateral Load: wL-Lat= 0 pif Column Calculations(Controlling Case Only): Point Load: One Controlling Load Case:Axial Dead Load and Lateral loads(D+W or E) Live Load. 1348 Ib Actual Compressive Stress: Fc= 6 psi Location: 8.5 ft Allowable Compressive Stress. Fc'= 619 psi Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-Ib Eccentricity Moment(Y-Y Axis)- My-ey= 0 ft-Ib Moment Due to Lateral Loads(X-X Axis): Mx= 6989 ft-Ib Moment Due to Lateral Loads(Y-Y Axis): MY= 0 ft-Ib Bending Stress Lateral Loads Only(X-X Axis)-Fbx= 2128 psi Allowable Bending Stress(X-X Axis) Fbx'= 4391 psi -Y . Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi ' ff Allowable Bending Stress(Y-Y Axis): Fby'= 4391 psi 1` i Combined Stress Factor: CSF= 0.49 TE -� k � NO S �l � 3 7 4 a ik�a;atiFJ'� bi 05/09/17 These calculations are also valid for 17 of 17 the NYS 2016 Uniform Code Job Truss Truss Type Qty ply Simplex 212 87496 CCC17201 HINGED ATTIC 1 1 Project#16-1018 Universal Forest Pr ucts Inc,Grand Rapids,MI 49525,Mike Patten 8 030 a Oct 52016 MiTek Indusines,Inc.Thu Apr20 09 56 062017 Copyrights 2017 Universal Forest Products,Inc.All Rights Reserved 13-9-8 040 13-9-8 $� r 7-4-5 7 i 2 �I W 3 O 20 2x4 II 2x411 5 6 8 9 11-4-4 t 4 10 Collar Detail SMH18K 17 18 SMH18K v ^ 12 00 12 '. 3 ^0 2x4 11 2x4 1i 11 hh `I' p; A 13-9-0 b MH18D W 2 SMH18D 0-7-0 12 H ;? 13 131 B1 Ig�c o 5x10 21 16 15 14 22 5x10\\ 0-1-8 6-9-8 , 6-10-86-10-8 , 6-9-8 0-1-8 27-7-0 Plate Offsets 1 0-7-100-2-0 3 0-0-0 0-1-0 11.0-0-0 0-1-0 13 0-1-7.0-3-141,M7.0-1-4.D-1-01. 18 0-14.0--0 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 148 Plate Grip DOL 1.15 TC 029 Vert(LL) 0.17 16 >947 240 MT20 197/144 (Ground Snow--25 0) Lumber DOL 1.15 BC 0.32 Vert(CT) 015 16 >999 180 MT18HS 197/144 TCDL 100 Rep Stress Incr YES WB 017 Horz(CT) 001 13 n/a n/a BCLL 00' Code ISC2015rrP12014 Matnx-R Attic -0.0915-16 1872 360 Weight 147 Ib FT=0 BCDL 100 LUMBER- BRACING- TOP CHORD 2x8 SPF No 2*Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. [P] T2 2x6 SPF No 2,T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10.0.0 cc bracing. BOT CHORD 2x10 SPF No 2 JOINTS 1 Brace at Jt(s)•17,18 WEBS 2x4 SPF Stud*Except' W2 2x8 SPF No 2 - REACTIONS. (Ib/size) 1=589/0-3-8 (min.0-1-8),13=589/0-3.8 (min 0-1-8),15=172/0.7-0(min 0-1-8) Max Harz 1=408(LC 7) Max Uplift1=159(LC 10),13=159(LC 9),15=-26(LC 9) MaxGravl=700(LC 2),13=700(LC2),15=560(LC 14) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-712/220,2-3=-608/238,3-4=-482/295,4-5=199/63,5-0=-172/83,6.19=-156!78,7-19=-109/91,7-20=-111/92,8-20=-157!79,8-9=-172/84,9-1 0=1 9 9163,10-11=482/295, 11-12=-6081237,12-13=-712/220 BOT CHORD 1-21=-1081436,16-21=-108/436,15.16=-1071436,14-15=107/436,14-22=-107/436,13-22=-107/436 WEBS 11-14=-1251240,3-16=128/243,4-17=-027/337,17-18=-3681350,10.18=-426/338,6-17=141/187,8-18=-139/185 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension Ob)/Maximum Shear(Ib)/Maramum Moment(Ib-in) 4=427/337153/0,5=179/80/128/0,6=141118711610,7=75194/92/0,8=139/185/1610,9=179/81/12810,10=4261338/52/0.14=125/240/0/0,15=107/436/28Q/0,16=1281243/0/0 NOTES- (16-17) 1)Wind ASCE 7-10,Vult=135mph(3-second gust)Vasd=107mph,TCDL=6 Opsf;BCDL=6 Opsf;h =30ft,Cat.II,Exp C,enclosed,MWFRS(envelope)gable end zone and C-C Extenor(2)zone,C-C for members and forces 8 MWFRS for reactions shown,Lumber DOL=1 60 plate gnp DOL=1.60 2)TCLL ASCE 7-10,Pg=25 0 psf(ground snow),Ps=14.8 psf(roof snow),Category II;Exp C,Partially Exp,Ct=1 1 3)Roof design snow load has been reduced to account for slope E-signed by Kevin Freeman 4)Unbalanced snow loads have been considered for this design 5)All plates are MT20 plates unless otherwise indicated 6)See HINGE PLATE DETAILS for plate placement •�!C' N j y 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation ` 8)All additional member connections shall be provided by others for forces as indicated. P W � F<C` C• 9)This truss has been designed for a 10 0 psf bottom chord live load noncencurrent with any other five loads. 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the botto CO chord and any other members,with BCDL=10.Opsf. 11)Ceiling dead load(5.0 psf)on member(s)34,10-11,4-17,17-18,10-18 12)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0 0 psf)applied only to room.1-5-16,14-15 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 lb uplift atjcint 1,159 lb uplift at joint 13 and r" 26 Ib uplift at joint 15. w 14)This truss is designed in accordance with the 2015 International Building Code section 23061 and referenced standard ANSIrrPI 1. 15)Attic room checked for L1360 deflection o 16)Take precaution to keep the chords in plane,any bending ortwisting of the hinge plate must be repaired before the building is put into service. 0' 17)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary supports All field-installed members must be property fastened prior to applying any loading to the truss This design anticipates the final set position. ,p , The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, ACFESSIQ�P not necessarily the current state building code The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 5/11/2017 ®• WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer PHONE(616)-064-6161 FAX(616)-065-0060 GRAND RAPIDS,MI49525 This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design.Builder responsibilities are defined underTP11 This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer Forgenerel guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of Amenca and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J•IsupportlMitekSuppltempiateslufp.tpe Job Truss Truss Type Qty Ply Simplex 212 87496 CCG ROOF TRUSS 1 1 Project#16-1018 Universal Forest Products Inc,Grand Rapids,MI 49525,Mike Patten 8 030 a Oct 5 2016 MiTek Industries,Inc.Thu Apr20 09 57 20 2017 Copyright 02017 Universal Forest Products,Inc.All Rights Reserved 5-8-21 amp 6-10-8 s 11-a 4 16 �B7 12.00 12 Cut truss for 5-0-0(max) T q rough dormer opening 15 0 Standardtruss CCC17201 b 2 3 5 6 Girdertruss* CCC17203 1 7 i 745 i I 13 14 �9 �i 4-35 i n q 2x4 II 2x4 11 r,� SMH18K v�,' vSee Nome 13 0 8 ? 2x4 II 2x4 II 0 o � i 11-44 i d d Collar Detail 6-7-0 40 sf BCLL 3 3� SMH18D 10 m o B1 Im 11 17 5x10 Ao = 12 See Note 13 , 5-11-10 , 6-7-0 , 6-8-8 d ► 19-5-10 Plate Offsets X Y-IS 0-0-0.0-1-0 10 0-1-7.0-3-141, 13 0-1-4,0-1-01,114 0-1-4,0-1-0 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 14.8 plate Grip DOL 1.15 TC 0.26 Vert(LL) 0.09 11 >999 240 MT20 197/144 (Ground Snovr-25 0) Lumber DOL 1 15 BC 0 20 Vert(CT) -0.10 11-12 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 017 HOrz(CT) 0 00 12 n/a n/a BCLL 0 0 ' Code IBC2015/rP12014 Matrix-R Weight 77 Ib FT=0 BCDL 100 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. [P] T4.2x8 SPF No 2,T2 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x10 SPF No 2 JOINTS 1 Brace at Jt(s).13,14 WEBS 2x4 SPF Stud*Except* W1.2x6 SPF No.2 REACTIONS. Qb/size) 1=198/0-7-8 (min 0-4-15),10--604/0-3-8(min.0-1-8),12=80/Mechanical Max Horz 1=453(LC 2),10=-453(LC 2) Max Upliftl=l06(LC 9),10=-254(LC 10),12=-30(LC 10) Max Grav 1=21 9(LC 14),10=7o6(LC2),12=267(LC 16) FORCES. (ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-200!74,2-3=-164f/8,3-15=-165/89,4-15=-102/102,4-16=-77/83,5-16=-116!12,5-6=-142!78,6-7=-159/56,7-8=-505/384,8-9=-631/278,9-10=-727/275 BOTCHORD 11-12=0/0,11-17=4/0,10-17=-0/0 WEBS 1-13=-359/365,13-14=-393/436,7-14=472/466,8-11=-5/206,3-13=-87/149,5-14=-49/121 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment Ob-in) 1=288/283/225/0,2=173/78/41/0,3=109/157/9/0,4=65/104/103/0,5=49/121/18/0,6=149116/141/0,7=472/466125/0,11=5/206/0/0 NOTES- 1)Wind ASCE 7-10,Vult=135mph(3-second gust)Vasd=107mph,TCDL=6 Opal,BCDL=6 Opsf,h=30ft,Cat 11,Exp C,enclosed;MWFRS(envelope)gable end zone and C-C Extenor(2)zone,C-C for members and forces 8.MWFRS far reactions shown,Lumber DOL=1 60 plate gnp DOL=1.60 2)TCLL ASCE 7-10;Pg=25 0 psf(ground snow),Ps=14 8 psf(roof snow),Category II,Exp C,Partially Exp.;Ct=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design 5)All plates are MT20 plates unless othenMse indicated E-signed by Kevin Freeman 6)See HINGE PLATE DETAILS for plate placement 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 8)All additional member connections shall be provided by others for forces as indicated. �t Q F•,N E 9)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. V �O 10)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the botto P W- FRF' chord and any other members,with BCDL=10 Opsf 11 11)Bearing at joints)I considers parallel to grain value using ANSI1rPl 1 angle to grain formula Building designer should venly capacity of bearing surface 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 lb uplift at joint 1,254 Ib uplift atjoint 10 and 30 Ib uplift at joint 12 13)Provide support to resist horizontal reaction of 453 Ib at joint 1 and joint 10 14)This truss is designed in accordance with the 2015 International Building Code section 23061 and referenced standard ANSI/TPI 1 CC 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B) 16)Take precaution to keep the chords in plane,any bending ortwisting of the hinge plate must be repaired before the building is put into service 17)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary supports o All field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. OT8 6631 ��� The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, O AR�FF$SI�NPV not necessarily the current state building code The engineering seal is not an approval to use in a specific state The final determination on whether a truss design Is acceptable under the locally adopted building code rest with the building official or designated appointee 5/11/2017 ® WARNI NG -Verify design parameters and READ NOTES Universal Forest Products,Inc, 2801 EAST BELTLINE RD,NE Truss shall not be cut ormodified without approval of the truss design engineer PHONE(616)3645161 FAX(616)365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design.Budderresponsibil,ties are defined underTPlt This design,s based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction ' Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding •fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss Council of Amenca and Truss Plate Institute Recommendation available from WTCA,6300 Enterpdse LN,Madison,Wl53719 J lsupportWiitekSuppltemplateslufp tpe Job Truss Truss Type Qty �Ply �Simplex 212 87496 CCC17203 HINGED ATTIC 1 1 Project#16-1018 Universal Forest P acts Ire Grand Rapids,MI49525,Mike Patten 8 030 a Oct 5 2016 M7ek Indusmes,Inc.Thu Apr20 13 15.372017 Page 1 cf 2 CopyrightUc MCI Universal Forest Produ ts,Inc.All Rights Reserved 13-9-8 0 0 13-9-8 ��;. �7 i 7-45 i s Girder truss for 5-0-0(max) \ i 4-3-6 i rough dormer opening -I1 �A Standard truss: CCC17201 T 1 Cut truss: CCC17202 See 6 26 27 2x4 11 2x4 11 a Note 9 i 11-4-4 15 5 3 Collar Detail 24 4 10 1200 12 ry SM 18K 17 2x4 11 SMH18K y p 2x4 II 11 v 23 d 22 21 13-9-0 Y SMH1 D9 1 1 SMH18D m rl 11 C3X 1 13 I o B1 B1 Ia 5x10// 28 16 15 14 29 5x10\\ 0-x,-8 6-9-8 i 6-10-8 6-10-8 6-9-8 0--8 27a-D Plate Offsets(YY)- 10-7-100.2.6 3 0-0-0.0-1-01, 11 0-0-0,0-1-01, 13 0-1-7,0-3-141, 17 0-1-4,0-1-01, 18 0-1-4.0-1-01 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL T4.8 Plate Grip DOL 1.15 TC 099 Vert(LL) 026 14 >626 240 MT20 197/144 (Ground Snow=25 0) Lumber DOL 115 SC 0.58 Vert(CT) 027 14 >602 180 MT18HS 197/144 TCDL 100 Rep Stress Incr NO WB 028 Horz(CT) -0 02 1 n/a n/a BCLL 00' BCDL 10.0 Code IBC2015fTP12014 Matnx-R Attic -0.1415-16 1203 360 Weight 147 Ib FT=0 LUMBER- BRACING- TOP CHORD 2x8 SPF No 2*Except' TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc pudins. 1P1 T2 2x6 SPF No.2,T3 2x4 SPF No 2 BOT CHORD Rigid ceding directly applied or 8-0-8 oc bracing BOT CHORD 2x10 SPF No 2 JOINTS 1 Brace at Jt(s) 17,18 WEBS 2x4 SPF Stud*Except' W2.2x6 SPF No.2 REACTIONS. (Ib/size) 1=1592/0-3.8 (min.0-2-8),13=560/0-3-8 (min 0-1-8),15=257/0-7-0 (min 0-1-8) Max Horz 13=-1176(LC 6) Max Upliftl=-816(LC 9),13=177(LC 19),15=46(LC 9) Max Grav 1=1592(LC 1),13=670(LC 2),15=603(LC 13) FORCES. (ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1552/1052,2-19=1501/1052,19-20=140011017,20.21=-1300/979,21-22=-12261939,3-22=-1125/906,3 23=-1170/831,23-24=-1046!196,4-24=-423/281,4-5=-195/63,5-6=181/85, 6-25=-151/77.7-25=115190,7-26=117/109.8-26=-169/92,8-9=-179/83,9.-10---210180,10-11=439/289,11-12=,586/275,12-13=-658/256 BOTCHORD 1-27=-657/915,16-27=-657/915,15-16=-658/915,14-15=-6581915,14-28=-6591914,13-28=-6591914 WEBS 11-14=-151/409,3-16=-216/245,4-17=-455/336,17-18=-3221305,10-18=-451/369,6-17=-342/216,8-18=-1691383 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(Ib)/Maximum Shear(Ib)/Maximum Moment ab-in) 4=455/336/114/0,5=1 8 7/82/2 9 610,6=342/216/40/0,7=87/111/110/0,8=169/383/41/0,9=186/85278/0,10=451/369/102/0,14=1511409/0/0,15=658/915/318/0,16=2161245/010 NOTES. 1)Wind ASCE 7-10,Vult=135mph(3-second gust)Vasd=107mph,TCDL=6.Opst BCDL=6 Opsf,h=30ft,Cat Il,Exp C,enclosed,MWFRS(envelope)gable end zone,Lumber DOL=160 plate gnp DOL=1.60 2)TCLL•ASCE 7-10,Pg=25.0 psf(ground snow),Ps=14.8 psf(roof snow),Category II,Exp C,Partially Exp.,Ct=1.1 3)Roof design snow load has been reduced to account for slope 4)Unbalanced snow loads have been considered for this design E-signed by Kevin Freeman 5)All plates are MT20 plates unless otherwise indicated 6)See HINGE PLATE DETAILS for plate placement F N r 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. n/, , 6)All additional member connections shall be provided by others for forces as indicated. '( 9)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 10)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the botto Cl) chord and any other members,with BCDL=10 Opsf '7 11)Ceiling dead load(5.0 psf)on member(s)3-4,10-11,4-17,17-18,10-18 12)Bottom chord live load(40 0 psf)and additional bottom chord dead load(0 0 psf)applied only to room 15-16,14-15 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 816 Ib uplift atjoint 1,177 Ib uplift at joint 13 and t, 46 to uplift at joint 15. 14)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1. Irl r 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)329 ib down and 167 Ib up and 581 Ib left and 768 lb right at B-1-6,141 Ib down and 76 Ib up at 0-3-4,138 Ib down and 78 ib up at 1-10-0,138 Ib down and 78 to up at 3-2-0,138 Ib down and G 78 Ib up at 4-6-0,and 138 ib down and 78 Ib up at 5-10.0,and 138 In down and 78 lb up at 7-2-0 on top chord.The design/selection of such O ��865„J.N connection device(s)is the responsibility of others 16)Attic room checked for U360 deflection. V The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, ,oAoi E$StoNP, not necessarily the current state building code.The engineering seal is not an approval to use in a spec state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 5/11/2017 ® WARNI NG -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be wt ormodified without approval of the truss design engineer. PHONE(616)-364.6161 FAX(616)265-0060 GRAND RAPIDS,MI49525 This component has only been designed forthe loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design.Builder responsibilities are defined underTP11.This design Is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of budding designer-not truss designer Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the budding designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WiCA,6300 Enterprise LN,Madison,WI 53719 J lsupportWitekSupp\templateslufp tpe Job Truss Truss Type City PlySimplex 212 87496 CCC17203 HINGED ATTIC 1 1 Project#16-1018 Universal Forest Pr ucts Inc,Grand Rapids,M149525,Mike Patten 8.030 a Oct 5 2016 MiTek Industnes,Inc.Thu Apr2013 15 372017 Page 2 of 2 Copyright W2017 Universal Forest Products,Inc.All Rights Reserved 17)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 18)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 19)The field-installed members are an integral part of the truss design.Retain a design professional to speafy final field connections and temporary supports. All field-installed members must be properly fastened prior to applying any leading to the truss This design anticipates the final set position The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, not necessarily the current state building code.The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTL1 E RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-364-6161 FAX(616)365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design.Builder responsibilities are defined underTP11.This design is based only upon parameters shown,and is for an Individual building component to be installed and loaded vertically.Applicability of design parameters and propermcorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction Is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCS]1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WiCA,6300 Enterprise LN,Madison,WI 53719 J•lsupportlMdekSupp\templateslufp.tpe • Job Truss Truss Type Qty PlySimplex 212 87496 CCC17204 HINGED ATTIC 1 1 Project#16-1016 Universal Forest P,rqducts Inc.,Grand Rapids,MI 49525,Mike Patten 8 030 a Oct 5 2016 MiTek Industnes,Inc.Thu Apr20 10 35 38 2017 Copyright V 2017 Universal Forest Products,Inc.All Rights Reserved 6-11-0 6.10-8 7-9-8 6-10-15 b 4.36 12 71x4 II ry9 ................,>,_,...1... ....... .,.v9n . ........... 8 1S 20 6.2 2x4 II p T 4 1x4 11 m 5-4-9 p• 18 is Collar Detail6 h 5 0.2 W 10 4 j4 L SMH18K 17 161312 19 11 �� 3 pyo 2x4 II 1x4 11 1x4 II 2x4 12 00 12 14-9-0 q4 0-3-0 SMH18D 6-7-0 40 psf 8 LL I 2 IL =�,- T l 81 _ 5x10 G 21 15 14 6.1-8 6-9-8 i 6-7-0 i B-1-0 i 6-0-0 0,1015 28-5-15 Plate Offsets(X,Y),-[10-8-6.0-1-101,[3.0-04 0.1-0 17 0-14.0-1-01 LOADING(psf) SPACING- 1-0 0 CSI. DEFL- in (loc) War! Ud PLATES GRIP TCLL 19 6" plate Grip DOL 1 15 TC 0 65 Vert(LL) 0 60 11-12 >272 240 MT20 197/144 (Ground Snow-25 0) Lumber DOL 1.15 BC 076 Vert(CT) -0 77 11-12 >213 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 036 Horz(CT) -0 38 16 n/a n/a BCLL 00 BCDL 100' Code IBC2015rrP12014 Matnx-R Weight 134 Ib FT=0 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2'Except' TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins (P] Ti'2x8 SPF No 2,T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 7-9.12 cc bracing. BOT CHORD 2x6 SPF No 2*Except! B1.2x10 SPF No 2 WEBS 2x4 SPF Stud*Except' W2 2x6 SPF No 2 REACTIONS. (Ib/size) 1=360/0-3.8 (min 0-1-8),13=403/Mechanical,14=224/Mechanical,16=128/Mechanical,10=360/0-3-8(min 0-1-8) Max Horz 1=428(LC 9) Max Upliftl=-88(LC 8),14=194(LC 9),16=-163(LC 9),10=-196(LC 8) Max Grav1=420(LC 3),13=430(LC 16),14=411(LC 3),16=146(LC 3),10=370(LC 16) FORCES. Ob)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-3551236,2-3=-382/284,3-4=-109/250,4-5=-129/228,5-0=-67/236,6-18=-91/243,7-18=-58/260,7-8=-24/171,8-20=0/173,9-20=-21/163,9-10=-71!18 BOTCHORD 12-13=0/0,12-19=0/0,11-19=0/0,10-11=010,1-21=-1/1,15-21=-1/1,14-15=0/0 WEBS 3-15=-271/443,4-17=256/206,16-17=010,8-12=-29610,9-11=110/210,6-17=-293/365 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression Ob)/Maxmum Tension Ob)/Maximum Shear(lb)/Maximum Moment Ob-m) 4=256/206/97/0,5=10012341235/0,6=302/374/36/0,7=22/262/226/0,15=271/443/010 NOTES- 1)Wind ASCE 7-10,Vult=135mph(3-second gust)Vasd=107mph,TCDL=6.Opsf,BCDL=6.Opsf,h=30ft,Cat Il,Exp C;enclosed,MWFRS(envelope)gable end zone,Lumber DOL=1.60 plate gnp DOL=1 60 2)C-C wind load user defined 3)"TCLL ASCE 7-10;Pg=25.0 psf(ground snow),Ps=vanes(min.roof snow=19.6 psf)see load rases,Category II,Exp C,Partially Exp,Ct=1.1,IBC 1607.11 2 minimum roof live load applied where required E-signed by Kevin Freeman 4)Roof design snow load has been reduced to account for slope 5)Unbalanced snow loads have been considered for this design. - 6)All plates are MT20 plates unless othervnse indicated. of N E h,,. 7)See HINGE PLATE DETAILS for plate placement . 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation .`P w, i^R 9)All additional member connections shall be provided by others for forces as indicated. C, FFA_ 10)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads ;41 11)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 380 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10 Opsf 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 Ib uplift at joint 1,1941b uplift atjoint 14, r 1631b uplift at joint 16 and 196 lb uplift at joint 10. _. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/rPI 1 14)Attic room checked for L/360 deflection. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B) o 16)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. O>8 663•N 17)The field-installed members are an Integral part of the truss design Retain a design professional to specify final field connections and temporary supports All field-installed members must be properly fastened prior to applying any loading to the truss This design anticipates the final set position The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, �FESSIP not necessanly the current state building code The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 5/11/2017 ® WARNING - Verify design parameters and READ NOTES Universal Forest Products,Inc 2801 EAST BELTLINE RD,NE Truss shall not be cut or modthed without approval of the truss design engineer. PHONE(616)4644161 FAX(616)-3654060 GRAND RAPIDS,MI49525 This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design.Builder responsibilities are defined underTPlt.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability dunng construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of Amens and Truss Plate Institute Recommendation available , from WrCA,6300 Enterprise LN,Madison,WI 53719 J lsupportlMitekSuppltemplateslufp.tpe ' Job Truss Truss Type Qty PtySimplex 212 87496 CCC17205 KINGPOST 1 1 Project#16-1018 Universal ForestProducts Inc.,Grand Rapids,MI 49525,Mike Patten 8.030 a Oct 52016 MiTek Industries,Inc.Thu Apr20 11 16 02 2017 Copyright 2017 Universal Forest Products,Inc.All Rights Reserved 8-10-14 4- 0-10 4-10-10 8-10-14 10x10 �h 4 0 ra` 3.5x5// 3.5x5\\ 3 5x5// 3 5x5\\ 10 T 4 11 3.5x5// 3.5x5\\ 12.00 12 3 5 3.5x5 3.5x5\\ o T 05 o� SMH18D ^b SMH18D 2 6 Cq 1T 17Icq ED 2 d 9 8 d 6x6= 6x6= 1-2-9 7-8-14 0i", 4-6-2 ,4-6-2416-2 0-1487-8-14 1-2 Q 27-7-0 Plate Offsets(X,Y)-It 0-2-100-3-14 3 0-2-0.0-0-01, 3 0-2-0.0-1-121, 4 0-5-8,04-01,4 0-0-0,0-0-01, 4 0-0-0,0-0-01.15 0-2-0,0-0-01. 5 0-2-0,0-1-121. 0-1-100,3-14 LOADING(psf) SPACING- 14-0 CSI. DEFL. in Qoc) Udefi Ud PLATES GRIP TCLL 148 Plate Gnp DOL 1.15 TC 045 Vert(LL) -0 00 8 >999 240 MT20 1971144 (Ground Snow 25 0) Lumber DOL 115 BC 0.14 Vert(CT) -000 8 >999 180 MT18HS 1971144 TCLL 15 0 BCDL 10 Rep Stress Incr YES WB 000 HOrz(CT) 047 7 n/a n/a BCDL 0.00• Code IBC2015/TP12014 Matnx-R Weight 141 Ib FT=O% LUMBER- BRACING- TOP CHORD 2x6 SPF No 2*Except' TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc pudins. (P) T1.2x8 SPF No 2 BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. BOT CHORD 1-120-3/4 SPF No 2 REACTIONS. Ob/size) 1=33/03-8 (min.0-1-8),9=2461Mechanical,7=33/0-3-8(min.0.1-8),8=246/Mechanical,3=342104-8(min.0-1-8),5=342/04-8(min.0-1.8) Max Horz 1=395(LC 7) Max Upliftl=-327(LC 7),9=-372(LC 9),7=33(LC 1),8=417(LC 10),3=353(LC 8),5=54(LC 9) MaxGrav1=367(LC 8),9=246(LC 1),7=78(LC 10),8=246(LC 1),3=406(LC 7),5=364(LC 15) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-415/515,2-3=-379/553,3-10=-136/384,4-10=-84/399,4-11=36/350,5-11=-136/335,5.6=23285,6-7=130/229 BOT CHORD 1-9=0/0,7-8=0/0 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)l Maximum Tension(Ib)/Maximum Shear(Ib)/Maximum Moment(Ib-in) 3--304/422J248/0,5--9/323/183/0 NOTES- i)Wind ASCE 7-10,Vult=135mph(3-second gust)Vasd=107mph,TCDL=6 Opsf,BCDL=6 Opsf,h=30ft,Cat.11,Exp C,enclosed,MWFRS(envelope)gable end zone and=Extenor(2)zone,C-C for members and farces&MWFRS for reactions shown,Lumber DOL=1.60 plate gnp DOL=1.60 2)TCLL ASCE 7-10;Pg=25 0 psf(ground snow),Ps=14 8 psf(roof snow),Category ll,Exp C,Partially Exp,Ct=1 1 3)Roof design snow load has been reduced to account for slope 4)Unbalanced snow loads have been considered for this design 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 2x4 MT20 unless otherwise indicated. E-signed by Kevin Freeman 7)See HINGE PLATE DETAILS for plate placement. 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 9)All additional member connections shall be provided by others forforces as indicated. ��O N y 10)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the botto chord and any other members. O 11)Beanng atjoint(s)3,5 considers parallel to grain value using ANSI/rPI 1 angle to grain formula Budding designer should venfy capacity of beanng surface A, 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 327 lb uplift at joint 1,372 lb uplift at joint 9,33 lb uplift at joint 7 C7 4N17 lb uplift at joint 8,353 Ib uplift at joint 3 and 54 lb uplift at joint 5. 13) A 14)This truss is designed in accordance with the 2015 international Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15)Ahic room checked for U360 deflection T 16)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into serwce. 17)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary supports (u All field-installed members must be property fastened prior to applying any loading to the truss This design anticipates the final set position 18)Reference UFP Engineering Bulletin 06-06 for information on re-grading ripped lumber ° The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, AR�F�SSI��PV not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the budding official or designated appointee 5/11/2017 ® WARNI NG -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer PHONE(616)-36416161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing.Construction and lilting forces have not been considered The builder is responsible IF om III for lifting methods and system design Builder responsibilities are defined underTPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the budding designer.Forgeneral guidance regarding fabncation,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J\support\MitekSupp\templates\ufp tpe Job Truss Truss Type Qty Ply Simplex 212 87496 CCC17206 HINGED ATTIC 1 1 Project#16-1018 Universal Forest ProActs Inc,Grand Rapids,MI 49525,Mike Patten 8 030 a Oct 5 2016 MiTek Industnes,Inc Wed Apr26 08 12 34 2017 Page 1 of 2 Copyrigh 2017 Universal Forest Produ s,Inc.All Rights Reserved 13-9-8 0-10 13-9-8 7 i 7-4-5 i 4I3-15L 6 8 9 2x4 11 2x4 11 5 3 i 11-4-4 i 4 10 Collar Detail y SMH18K 16 17 2x4 3 b^O 2x4 II 2x4 11 q 2x4// 4 5x5\\ 12 00 12 2x4 d 2x4// 5:1 1 6-7-0 40 psf BCL 2x4 2 /i SM SMH18D 2 11 , m px = 1 m 12T� m d B1 B2 5x10// 20 15 14 13 4x8\\ d Seems P -&9-8 6-7-0 12-4-8 1-8-81 Seems to 1 27-7-0 Plate Offsets(YY)- [10-7-10,0-2-61, 3 0-0-0.0-1-01.[11:5-8-11,0-2-4]. 12 0-0-2.0-1-12], 16 0-14,0-1-0]. 17 0-14,0-1-0 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. In (loc) I/defl L/d PLATES GRIP TOLL 148 Plate Grip DOL 115 TO 027 Vert(LL) 020 15 >804 240 MT20 1971144 (Ground Snow=25 0) Lumber DOL 115 BC 0.32 Vert(CT) -0.19 15 >824 180 MT18HS 1971144 TCDL 100 Rep Stress Incr YES WS 029 Horz(CT) -0.00 14 n/a n1a BOLL 00 ' BCDL 100 Code IBC2015fTP12014 Matrix-R Weight 124 Ib FT=0 LUMBER- BRACING- TOP CHORD 2x8 SPF No 2*Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc,purlins [P] T2,T4.2x6 SPF No 2,T3,2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x10 SPF No 2*Except' JOINTS 1 Brace at Jt(s).16,17 B2 1-1/2x7.3/4 SPF No 2 WEBS 2x4 SPF Stud*Except* W2,W4.2x6 SPF No 2 REACTIONS. (Ib/size) 1=584/0-3-8(min 0-1-8),12=417/0-3-8 (min.0-1-8),14=83/Mechanical,13=150/Mechanical Max Horz1=363(LC 1),12=-363(LC 1) Max Upkft1=-264(LC 10),12=153(LC 9),14=108(1-C 8),13=-193(LC 10) MaxGmvl=631(LC 2),12=418(LC 16),14=328(LC14),13=157(LC 16) FORCES. (ib)-Maximum Compresslon/Mammum Tension TOP CHORD 1-2=-603/413,2-3=-506/437,3-4=-053/400,4-5=-195/51,5-6=-166/81,6-18=-152166,7-18=-103!18,7-1 9=1 0 511 0 0,8-19=-168/87,8-9=-1651114,9-10=-196/64,10-11=-5131354, 11-12=-630/298 BOT CHORD i-20=-1/1,15-20=111,14-15=0/0,12-13=010 WEBS 3-15=-222/263,4-16=-372/556,16.17=-296/449,10-17=-3391376,6-16=-271/229,8-17=-2461324 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(Ib-in) 4=372/556172/0,5=173/78/229/0,6=271/229/31/0,7=73/102/101/0,8=246/324/10810,9=173/113/225/0,10=339/376/111/0,15=222/28310/0 NOTES- 1)Wind ASCE 7-10,Vult=135mph(3-second gust)Vasd=107mph,TCDL=6 Opsf,BCDL=6 Opsf,h=30It,CaL ll,Exp C;enclosed,MWFRS(envelope)gable end zone,Lumber DOL=160 plate gnp DOL=1.60 2)C-C wind load user defined E-signed red b Kevin Freeman 3)TCLL•ASCE 7-10,Pg=25 O psf(ground snow),Ps=14 8 psf(roof snow),Category Il,Exp C,Partially Exp,Ct=1 1 9 y 4)Roof design snow load has been reduced to account for slope 5)Unbalanced snow loads have been considered for this design. 6)Al plates are MT20 plates unless otherwise indicated Q N E h/ 7)See HINGE PLATE DETAILS for plate placement '(� �O 8)Provisions must be made to prevent lateral movement of hinged members)during transportation w, FRF n9 9)All additional member connections shall be provided by others for forces as indicated F 10)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 11)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the botto 2 chord and any other members,with BCDL=IO.Opsf. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 264 lb uplift at joint 1,153 lb uplift at joint 12, 108 ib uprdt at Joint 14 and 193 Ib uplift at joint 13 17- 13) 13)Provide support to resist horizontal reactions of 363 lbs at joint 1 and 12 fitfi 14)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/rPI 1. 15)Attic room checked for 1-1360 deflection. o 16)In the LOAD CASE(S)secbon,loads applied to the face of the truss are noted as front(F)or back(B) O>8663 17)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. Q, _ The professional engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this document, AROFESSIQ not necessarily the current state building code.The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest valh the building official or designated appointee 5/11/2017 ® WARNI NG -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or muddied without approval of the truss design engineer. PHONE(616)-064-0161 FAX(616)-065-0060 GRAND RAPIDS,MI 49525 This component has only been designed forthe loads noted on this dravnng Construction and lifting forces have not been considered.The builder Is responsible for lifting methods and system design Budder responsibilities are defined underTPlt.This design is based only upon parameters shown,and Is for an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss Council of Amenca and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J NsupportWitekSuppttemplateslufp tpe Job Truss Truss Type City Ply Simplex 212 87496 CCC17206 HINGED ATTIC 1 1 Project#16-1018 Universal Frresl Pro els Inc,Grand Rapids,MI 49525,Mike Patten 8 030 a Oct 5 2016 MiTek Industries,Inc.Wed Apr26 08 12 34 2017 Page 2 of 2 Copyright 2017 Universal Forest Products,Inc.All Rights Reserved 18)The field-Installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary supports. All field-Installed members must be properly fastened poor to applying any loading to the truss.This design anbupates the final set position. 19)Reference UFP Engineering Bulletin 06.06 for information on re-grading ripped lumber The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, not necessarily the current slate budding code.The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adapted building code rest with the building official or designated appointee ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD;NE PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 Truss shall not be cut ormodifled without approval of the truss design engineer. This component has only been designed forthe loads noted on this drawing Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design Builder responsibilities are defined underTPll.This design Is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of Amenca and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J\supportWitekSuppllemplates\ufp.tpe Job Truss Truss Type Qty Ply Simplex 212 87496 CCC17207 ROOF TRUSS 1 1 Project#16-1018 Universal Forest PrAyr�ucts Inc,Grand Rapids,MI 49525,Mike Patten 8 030 a Oct 5 2016 MTek Industries,Inc Wed Apr26 09 05 36 2017 Copyright 112017 Universal Forest Products,Inc.All Rights Reserved 6-11-0 6-10-8 0-0 5.8-2 7 Cut truss for 5-0-0(max) 15 i 74-5 rough dormer opening X4-3-6 Standard truss- CCC17206 4�r 16 3 Girder truss: CCC17208 5 6 e 9 �> 2x4 I I 2x4 I I i 11-4-4 i 4 10 Collar Detail 14 13 12 00 12 ^ti L SM318 ^� 2x4 11 2x4 I I v t+ See Note 1 o � � 1 05 b� SMH18D 6-7-0(40 psf BCLL) a 2 c dy Bt See Note 13 5x10// 17 12 11 ~'10-1,-8 6-9-8 6-7-0 5-11-10 19-5-10 Plate Offsets X Y—F1 0-7-10,0-2-61, 3 0-0-0,0-1-01. 13 0-14.0-1-01, 14 G-140-1-01 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 14.8 Plate Grip DOL 115 TC 0 26 Vert(LL) 009 12 >999 240 MT20 197/144 (Ground Snow--25 0) Lumber DOL 115 BC 020 Vert(CT) -0.10 11-12 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 017 Horz(CT) -0.00 11 n/a n/a BCLL 00• Code IBC20151rP12014 MaIn-R Weight 77 Ib FT=0 BCDL 100 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] TI:2x8 SPF No 2,T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x10 SPF No 2 JOINTS 1 Brace at Jt(s) 13,14 WEBS 2x4 SPF Stud*Except' W2,W5 2x6 SPF No 2 REACTIONS. (Ib/size) 1=604/0-3-8 (min.0-1-8),10=19810-7-8(min.011-15),11=80/Mechanical Max Harz 1=453(LC 2),10=-453(LC 2) Max Upliftl=254(LC 9),10=-106(LC 10),11=-30(LC 9) Max Gravl=706(LC 2),10=219(LC 15),11=267(LC 16) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-727/275,2-3=-631/278,3-4=505/384,4-5=160/56,5.6=-142!18,6.15=-116!72,7-15=-76182,7-16=-102/102,8-16=-165/89,8-9=-164!18,9-10=-200!75 BOT CHORD I-17=-0/0,i2-i7=-0/0.11-12=0/0 WEBS 4-14=4711466,13-14=-3921436,10-13=-359/365,3-12=5!206,8-13=-87/149.6-14=-49/121 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/Maximum Tension Ob)/Maximum Shear(lb)/Maximum Moment Qb-m) 4=471/466/25/0,5=149176/141/0,6=49/121/18/0,7=65/104/103/0,8=109/157/910,9=174(/8/41/0,10=288/2831225/0,12=5120610/0 NOTES- 1)Wind ASCE 7-10,Vult=135mph(3-second gust)Vasd=107mph;TCDL=6 Opsf,BCDL=6 Opsf,h=30ft,Cat Il,Exp C,enclosed,MWFRS(envelope)gable end zone and C-C Extenor(2)zone,C-C for members and farces&MWFRS for reactions shown;Lumber DOL=1 60 plate gnp DOL=1.60 2)TCLL•ASCE 7-10,Pg=25.0 psf(ground snow),Ps=14 8 psf(roof snow);Category II,Exp C,Partially Exp,Ct=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. E-signed by Kevin Freeman 5)All plates are MT20 plates unless otherwise Indicated. 6)See HINGE PLATE DETAILS for plate placement. 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation G 0 N�'� 8)All additional member connections shall be provided by others for forces as indicated v l-V y 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O�� 10)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the botto w• R chord and any other members,with BCDL=10 Opsf. 11)Beanng atjoint(s)10 considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should verify capacity of bearing surface �J 12)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 254 lb uplift at joint 1,106 lb uplift at joint 10 and * 2 30 lb uplift at joint 11. 13)Provide support to resist horizontal reaction of 453 Ib at joint 1 and 10 14)This truss is designed in accordance with the 2015 International Building Code section 23061 and referenced standard ANSI/rPI 1 r 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B) (C/ 16)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service o Z 17)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary supports All field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position O L�086631'� ��10 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, A,r�F�SSIONA� not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee 5/11/2017 ® WARNING - Verify design parameters and READ NOTES Universal Forest Products,Inc, 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)5645161 FAX(616)565-0060 GRAND RAPIDS,MI49525 This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for rifting methods and system design.Builder responsibilities are defined underTPl1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibirity of the building designer For general guidance regarding ' fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of Amenca and Truss Plate Institute Recommendation available from WrCA,6300 Enterpnse LN,Madison,WI 53719 J tsupport%MitekSupp\templateslufp tpe a Job Truss Truss Type Oty Ply Simplex 212 87496 CCC HINGED ATTIC 1 2 Project#16-1018 Universal Forest Pro ucts Inc,Grand Rapids,MI 49525,Mike Patten 8.030 a Oct 5 2016 MiTek Industries,Inc.Wed Apr 26 09 43 05 2017 Page 1 of 2 Copyright LV2017 Universal Forest Products,Inc.All Rights Reserved 13-9-8 0-3-0 13-9-8 i 7-4-5 l 2 h� Girder truss for 5-0-0(max) 7 4-MN \, rough dormer opening Standard truss- CCC17206 0 18 T 19 2x4 11 2x4 I I Cuttruss CCC17207 See 6 8 Note i 11-4-4 i 5 9 16 Collar Detail(each face) 4 10 NXN SMHiBK 16 17 ,v'� 3 �A 2x4 I I 2x4 11 5 5 O 12 00 12 \ 2x4/i 1 2x4// 22 d � 3 1 2x4// 6-7.0 24 SMH18 2x4// SM 18D 2 11 1 m 2x4 mq 12 B1 B2 19 5x10/i d = 13 d See Note 14 25 15 14 4x8\\ See Note 14 0-}-8 6-9-8 i 6-4-0 Or8,8 2-5-0 i 9.8-0 i 1-8.8 i '41, 27-7-0 Plate Offsets 1 0-7-100-2-0 3 0-0-0.0-1-01. 11 0-2-8.0-2-41, 12 0-0-2.0-1-121, 16 0-1-4,0-1-01. 17 0-1-4.0-1-01 LOADING(psf) SPACING- 14-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 14.8 plate Gnp DOL 1.15 TC 0.32 Vert(LL) 015 15 >999 240 MT20 197/144 (Ground Snow 25 0) Lumber DOL 1.15 BC 026 Vert(CT) 016 15 >999 180 MT18HS 197/144 BCDL 10 0 Rep Stress Incr NO WB 0.19 Horz(CT) -0 00 14 n/a n1a BCLL 00' BCDL 10.0 Code I BC201SITP12014 Matnx-R Weight 249 lb FT=O% LUMBER- BRACING- TOP CHORD 2x8 SPF No 2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins [P] T2,T4 2x6 SPF No 2,T3.2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing BOT CHORD 2x10 SPF No 2'Except' JOINTS 1 Brace at Jt(s) 16,17 B2 1-1/2x7-314 SPF No 2 WEBS 2x4 SPF Stud*Except* W2,W4 2x6 SPF No 2 REACTIONS. (Ib/size) 1=590/038 (min 0-1-8),12=1219/0-3-8(min.0.1-8),14=75/Mechanical,13=440/Mechanical Max Herz 1=618(LC 7),12=955(1-C 1) Max Upliftl=-278(LC 20),12=-652(LC 8),14=229(LC 7),13=-261(LC 9) Max Grav1=630(LC 2),12=1221(LC 15),14=339(LC 13),13=447(LC 15) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-705/444,2-3=730/468,3-4=-459/420,45=197/77,5-0=-170/80,6.18=-153/92,7-18=-106/105,7-19=108/94,8-19=-169/81,8-9=-174/210,9-10=197/63,10-20=-4301322, 20-21=-1111!189,21-22=-1237/822,22-23=-1351/848,23-24=-1451/884,11-24=-15771923,11-12=1696/938 BOT CHORD 1-25=.I/I,15-25=-1/1,14-15=0/0,12-13=0/0 WEBS 3-15=-248/506,4-16=-634/594,16-17=305/441.1047=-3601370,6-16=-3021488,8-17=5321360 REQUIRED FIELD JOINT CONNECTIONS -Mawmum Compression(lb)/Maximum Tension Ob)/Mawmum Shear Qb)/Mawmum Moment(Ib-in) 4=634/594/13910,5=176/82/372/0,6=302/488/53/0,7=75/10711 O6/0,8=532/360/209/0,9=1761208/454/0,10=361/370/173/0.15=2481506/0/0 NOTES- 1)2-ply truss to be connected together with IOd(0131"xTJ nails as follows Top chords connected as follows 2x8-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc Bottom chords connected as follows 2x10-2 rows staggered at 0-9-0 oc,1-1/20-3/4-2 rows staggered at 0-9-0 oc. E-signed by Kevin Freeman Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. O F N Y 3)Wind ASCE 7-10,Vult=135mph(3-second gust)Vasd=107mph,TCDL=6 Opsf,BCDL=6.Opsf,h=30ft;Cat ll,Exp C,enclosed,MWFRS(envelope)gable end zone,Lumber DOL=1 60 plate grip DOL=1 60 4)TCLL ASCE 7-10,Pg=25 0 psf(ground snow),Ps=14 8 psf(roof snow),Category ll;Exp C,Partially Exp.;Ct=1 1 5)Roof design snow load has been reduced to account for slope. 6)Unbalanced snow loads have been considered for this design. 7)All plates are MT20 plates unless otherwise indicated. * 2 8)See HINGE PLATE DETAILS for plate placement 9)Provisions must be made to prevent lateral movement of hinged member(s)during transportation f- a: 10)All additional member connections shall be provided by others for forces as indicated. r 11)This truss has been designed for a 10 0 psf bottom chard live load nonconcurrent with any other live loads �1L/ 12)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the botto u chord and any other members,with BCDL=10 Opsf 13)Provide mechanical connection(by others)of truss to bearing plate capable otwnthstanding 2781b uplift at/Dint 1,6521b uplift at joint 12, Q $663" 229 lb uplift at joint 14 and 261 ib uplift atjoint 13 p V The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, RIFE$StQNP not necessanly the current state building code.The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 5/11/2017- ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)5645161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design Builder responsibilities are defined underTPl1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown,is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss Council of Amenca and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J IsupportlMitekSuppllemplateslufp.tpe r Job Truss Truss Type Qty Ply 87496 CCC17208 HINGED ATTIC 1 2 Pro ect#16-1018 sirr Universal Forest P ucls Inc.,Grand Rapids,MI 49525,Mike Patten 8 030 a Oct 5 2016 MiTek Industries,Inc Wed Apr26 09.43 06 2017 Page 2 of 2 CopyrightkV2017 Universal Forest Products,Inc.All Rights Reserved 14)Provide support to resist horizontal reactions of 618 lbs at joint 1 and 955 Itis at joint 12 15)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIrrPI i. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)329 lb down and 167 Ib up and 768 lb left and 581 Ib right at 19-5-10,138 lb down and 75 lb up at 20-9.10,138 lb down and 75 Ib up at 22-1-10,138 lb down and 75 lb up at 235-10,138 lb down and 75 lb up at 24-9-10,and 138 Ib down and 75 Ib up at 26-1-10,and 143 Ib down and 71 Ib up at 27-5.4 on top chord The design/selection of such connection device(s)Is the responsibility of others. 17)Attic room checked for L1360 defiection. 18)Take precaution to keep the chords In plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 19)The field-Installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary supports. All field-Installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position 20)Reference UFP Engineering Bulletin 06-06 for information on re-grading ripped lumber. The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, not necessanly the current state building code.The engineering seal Is not an approval to use in a specific state The final determination on whether a truss design Is acceptable under the locally adopted building code rest with the building offiaal or designated appointee. ® WARNING - Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cul or modified wnthaut approval of the truss design engineer. PHONE(616)-36"161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed forthe loads noted on this drawng.Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design.Budder responsibilities are defined under TP11.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of budding designer-not truss designer.Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J LtupportWlitekSupp\templateslufp tpe a Job Truss Truss Type Oly Ply Simplex 212 87496 CCC17209 ROOF TRUSS 1 1 #16-1018 Universal ForestpQducts Inc,Grand Rapids,MI 49525,Mike Patten 8 030 a Apr 8 2017 Mr rek Industries,Inc.Mon May of 10 28 24 2017 Copyright 12)2017 Universal Forest Products,Inc.All Rights Reserved 6.10-15 7-9-8 13-9-8 4 36 FIT 1x4 11 1562 1 'p 1x4 II 16 � 4 2 T 17 p 2x6 II vvJ 8 56 1 14 yj 7 Collar Detail -71 B1 3x410 13 0 2x4' 1x4 11 18 12 1x4 1( 11 12x6 11 3x4 /�'� 12 00 12 14-9-0 3x4// m 3x4// d 3x4// o6 SMH18D 8 9 10 6x6= 1015 6-0-0�7-10-1 0-3"6 4-1-0 , &2-15 ,1-2-0,15 6-0-0 , 7-10-1 � 4-1-0 , 6-2-15 ,1-2-0, 28-5-15 Plate Offsets(X.Y)—IS 5-8-11.0-2-41, 0-14.0-3-81, 15 0-1-8.0-1-01 LOADING(psf) SPACING- 14-0 CSI. DEFL. In Qoc) Udefl L/d PLATES GRIP TCLL 19.6" plate Gnp DOL 1.15 TC 0.65 Vert(LL) 0.59 12-13 >275 240 MT20 197/144 (Ground Snow 25 O) Lumber DOL 1.15 BC 077 Vert(CT) -0 77 12-13 >213 180 MT18HS 197/144 TC DL 10 0 Rep Stress Incr YES WB 0 72 Horz(CT) 0.51 14 n/a n/a BCL_ 0.0' Code IBC2015/TPI2014 Matrix-R Weight 111 ib FT=0% BCDL 100 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2*Except* TOP CHORD Structural wood sheathing directly applied or 6.0.0 cc purlins. [P] T4 2x8 SPF No 2 BOT CHORD Rigid ceiling directly applied or 8-1-8 cc bracing. BOT CHORD 2x6 SPF No 2*Except* B2 1-1/2x7-3/4 SPF No 2 WEBS 2x4 SPF Stud*Except W5,W3:2x6 SPF No.2 REACTIONS. Qb/size) 9=-2010-3-8 (min 0.1-8),11=325/Mechanical,10=364/Mechanical,14=332/Mechanical,1=360/038 (min.0-1-8) Max Hoe 9=-425(LC 10) Max Uplift9=176(LC 8),10=-460(LC 10),14=-500(LC 10),1=-194(LC 7) Max Grav9=395(LC 10),11=387(LC 13),10=370(LC 14),14=355(LC 14),1=370(LC 13) FORCES. Ob)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-70!77,2-16=-221164,3-1 6=011 74,3-4=11118,4-1 7=-1 1 813 4 5,5-17=147/329,5.6=168/267,6-7=-176/303,7-8=-213/272,8-9=-279/238 BOT CHORD 1-13=010,13-18=0/0,12-18=0/0,11-12=0/0,9-10=0/0 WEBS 3-12=-251/0,14-15=010,7-15=-774/526,2-13=-114/216,5.15=760/1118 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression Ob)/Maximum Tension(Ib)/Maximum Shear(Ib)1 Maximum Moment Ob-in) 4=24/347132810,5=77011128/333/0,6=169/308/903/0,7=774/5251323/0 NOTES- 1)Wind ASCE 7-10,Vult=135mph(3-second gust)Vasd=107mph;TCDL=6 Opsf,BCDL=6 Opsf,h=30ft,Cat Il,Exp C,enclosed,MWFRS(envelope)gable i end zone,cantilever left and right exposed,Lumber DOL=1.60 plate gnp DOL=1.60 2)C-C wind load user defined. 3)'•TCLL ASCE 7-10,Pg=25.0 psf(ground snow);Ps=vanes(min roof snovr-19 6 psf)see load cases,Category ll;Exp C,Partially Exp,Ct=1.1;IBC 1607.112 minimum roof rive load applied where required. 4)Roof design snow load has been reduced to account for slope E-signed by Kevin Freeman 5)Unbalanced snow loads have been considered for this design. 6)All plates are MT20 plates unless otherwise indicated 7)See HINGE PLATE DETAILS for plate placement. 0 F N 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 9)All additional member connections shall be provided by others for forces as indicated 10)This truss has been designed fora 10 0 psf bottom chard rive load nonconcument with any other live loads 11)•This truss has been designed fora live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the botte J 2J chord and any other members,with BCDL=10 Opsf 12)Provide mechanical connecbon(by others)of truss to bearing plate capable of withstanding 176 Ib uplift at joint 9,460Ib uplift at joint 10,500 Ib uplift atjoir 14 and 194 Ib uplift at joint 1 13)This truss is designed in accordance with the 2015 Intemabonal Building Code section 2306 1 and referenced standard ANSI/TPI 1. r- 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B) 15)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service 16)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary supports. o All field-installed members must be properly fastened paorlo applying any loading to the truss This design anticipates the final set position. 0"8663 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, OA�C'F�SS1oNP�' not necessarily the current state building code The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 5/11/2017 ® WARNI NG -Verify design parameters and READ NOTES Universal Forest Products,Inc, 2801 EAST BELTLINE RD,NE Truss shall not be cut or modifled without approval of the truss design engineer PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,M149525 This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design.Builder responsibilities are defined underTPlt.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WfCA,6300 Enterprise LN,Madison,W153719 J\support\MilekSupp\templates\ufp tpe Job Trues Truss Type Ory Py Simplex 212 87496 CCC17210 KINGPOST 1 1 Project#16-1018 Universal Forest Products Inc,Grand Rapids,Mi 49525,Mike Patten 8 030 a Apr 8 2017 MiTek Industnes,Inc Wed May 10 11.15.15 2017 Copyright 02017 Universal Forest Products,Inc.All Rights Reserved i 8-10.14 0-8-0 -10 14-10-10 8-10-14 10x10\\ �h 4 3 5x5// 3 5x5\\ 3 5x5// 4 10 3 5x5\\ 3 5x5// 13 5x5\\ 3 5 12.00 F12 4 3 5x5/i 3 5x5\\ T m ,ry SMH18D SMH18D 2 6 .+ 1 1 4 I _ 7I �j„ m y �, 6x6= gx6= ?-2-q 7-8-14 �j 4-6-227-7-0 2�4-6-2 �j8 7-8-14 1- Plate Offsets 10.2-100-3-12 3 0-2-0.0-0-01, 3 0-2-0,0-1-121. 4 Ed a 0.5-12 4 0-0-0,0-0-01. 4 0-0-0,0-0-01,15 0-2-0,0-0.01, 5 0-2-00,1-12 0-1-100-3-12 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 14.8 Plate Grip DOL 1.15 TC 045 Vert(LL) -0 00 1 >999 240 MT20 197/144 (Ground Snow--25 0) Lumber DOL 115 BC 019 Vert(CT) -0 00 1 >999 180 MT18HS 197/144 TCDL 15.0 Rep Stress Inor YES WB 000 Horz(CT) 0 47 7 n/a n/a BCLL 00' Code IBC2015/rP12014 Matnx-R Weight 140 Ib FT=O% BCDL 100 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2`Except' TOP CHORD Structural wood sheathing directly applied or 5-8-13 oc purlins IF T1 2x8 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. BOT CHORD 1-1/2x6-114 SPF No 2 REACTIONS. (Ib/size) 1=33/038 (min 0-1-8),9=246/Mechaniral,7=-33/0.3-8 (min 0-1-8),8=246/Mechanical,3=342/04-8 (min 0-1-8),5=342/04-8 (min.0-1-8) Max Holz 1=393(LC 7) Max Upliftl=-298(LC 7),9=356(1-C 9),7=-33(LC 1),8=417(LC 10),3=353(1-C 8),5=-55(LC 9) Max Gravl=339(LC 8),9=246(LC 1),7=80(LC 10),8=246(LC 1),3=405(LC 7),5=364(LC 15) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-417/512,2-3=379/550,3-10=-1361382,4-10=84/398,4.11=-361349,5-11=-136/333,5-0=22/282,6-7=126/220 BOT CHORD 1-9=0/0,7-8=010 -- - I REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment Ob-in) 3=3031421/246/0,5=9/322/183/0 NOTES- 1)Wind ASCE 7-10,Vult=135mph(3-second gust)Vasd=107mph,TCDL=6 Opsf,BCDL=6 Opsf h=30ft,Cat II,Exp C,enclosed,MWFRS(envelope)gable end zone and 6C Extenor(2)zone,C-C for members and forces&MWFRS far reactions shown,Lumber DOL=1.60 plate grip DOL=160 2)TOLL ASCE 7-10,Pg=25 0 psf(ground snow),Ps=14 8 psf(roof snow),Category Il,Exp C,Partially Exp.,Ct=1.1 3)Roof design snow load has been reduced to account for slope 4)Unbalanced snow loads have been considered for this design 5)All plates are MT20 plates unless otherwise indicated 6)All plates are 2x4 MT20 unless otherwise indicated 7)See HINGE PLATE DETAILS for plate placement. 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation 9)All additional member connections shall be provided by others forforces as Indicated E-signed ned b Kevin Freeman 10)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom 9 Y chord and any other members 11)Bearing at joint(s)3,5 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface 12)Provide 13)33 lb uplift at)o nit 7,417 lb uplift at to nt 8,cal connection(by )of 353 lbs to upliftt to nt 31ate capable of and 55 Ib uplift atlo nt 6 withstanding 296 Ib uplift at joint 1,3561b uplift at joint 9, �` 0 F N k NA *. FRF 14)This truss is designed in accordance with the 2015 International Building Code section 23061 and referenced standard ANSI/rPI 1 �C "p 15)Attic room checked for U360 deflection J 2J 16)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 17)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary supports. All field-installed members must be properly fastened prior to applying any loading to the truss This design anticipates the final set position 18)Reference UFP Engineering Bulletin 06.06 for information on re-grading nipped lumber. r - r LG °?sss3,N The professional engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this document, O AR� �S'S10' ' not necessarily the current state building code.The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 5/11/2017 ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-3643161 FAX(616)365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design Builder responsibilities are defined underTPl1 This design is based only upon parameters shown,and Is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer,Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction Is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabneation,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of Amenca and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J lsupportWitekSuppllemplateslufp tpe DESIGN CRITERIA NEW YORK 4- Model Number or Name:16-1018 O Occupancy:SINGLE FAMILY BUILDER ADDRESS SITE ADDRESS � Building Area:855 SQ. FT. COLVA BEACH DEV. 1670 STARS ROAD Construction T e:W00D FRAME °' �' co yp 1 81 SANDY HOLLOW ROAD EAST MARION NY 11939 0• ° No, of Stories Above Grade: � Mean Roof Height-24'-1 1 3/4,FT. PORT WASHINGTON, NY 11050 SUFFOLK COUNTY Min. Distance to Lot Line:S -0 FT. o� so=� Exterior Wall Rating:0 HR. HEATING SYSTEM INFORMATION SYSTEM TYPE: SUPPLIED AND INSTALLED ONSITE BY BUILDER. Z o �W 9): wH Ground Snow Load P 30 PSF 9 �0- \ cm ` ( 19.6 PSF EQUIPMENT INSTALLATION INFORMATION APPLIANCE INSTALLATION INFORMATION TO BE SHIPPED INSIDE THE UNIT c Roof Snow Load (Pf): En Minimum Roof Live Load:19.6 PSF w o Roof Dead Load:40 PSF DRAWING SCHEDULE NEW YORK NOTE: THESE PLANS AND SPECIFICATIONS OF THEw Floor Live Load. PERMIT SET ARE DERIVED FROM AND ARE CONSISTENT WITH THE ¢ N Floor Dead Load:10 PSF PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS APPROVAL ON U) N Stair Load:40 PSF No. D RAW I N G FILE WITH THE DIVISION AND THIS CONDITIONAL APPROVAL LETTER. -Q (SEE ATTACHED COPY) FMH APPLICATION NO. 13-005 FMH APPROVAL N Balcony Load:N/A PSF 1 p COVER SHEET NO. NY 0186 FMH EXPIRATION'DATE: MAY 31, 2017 +O+ p Wind Speed:135 MPH ®Vu t L3V 41 � cQ Wind Exposure:0 as 1.1 NOTES SHEEP F � Seismic Design Category:B W Electrical Service Panel Size:200 AMP AMPS 1.2 SCHEDULES METHOD OF VENTILATION - 0 Permissible Gas Type:N/A 2.0 BUILDING ELEVATIONS >� MECHANICAL �� COMBINATION : '�o Q NATURAL Design Codes: 2.1 BUILDING ELEVATIONS Attioyentiiation: I i C Zy d Vent Area: I 1806.49 1 sq.ft.per 150 sq.ft. U W STATE: NEW YORK 2.2 BUILDING ELEVATIONS Roo_9_Ceiling: 1806.49 I.sq,ff:or j 12_04 I free area z_ W �+�+ RESIDENTIAL CODE OF NEW YORK STATE, 2010 EDITION (EFFECTIVE 12/28/2010) W Required Provided_Free Area: 4.68 s_q-ft:@ y- I�._ 2.3 BUILDING ELEVATIONS ; w o - --------- t - --- - � eaves+_. ...I__.._105_ is9_,ft•_@�a9e------- -- 3.0 1 ST FLOOR PLAN Total= I 12.6s ;sq.ft - I I o U Ui C'") �^ 3.1 1ST FLOOR STRUCTURAL PLAN Co ::D V, PROPERTY LOCATION 3.2 2ND FLOOR PLAN O- 3.3 2ND FLOOR STRUCTURAL PLAN Ld J 4.0 ELECTRICAL NOTES _ 4.1 1ST FLOOR ELECTRICAL PLAN 1670 Starscn E O Q Thermal Climate Zone:4 W U Degree Days:5572 5.0 1ST FLOOR PLAN BRACED WALL LINES v O�' W 4- Minimum Furnace Output:50,797 BTU 5.1 2ND FLOOR PLAN 'BRACED WALL LINES x Thermal Transmittance Values: Ld Floor*R-38 6.0 SUGGESTED FOUNDATION PLAN w � J Wall*R-21 7.0 CROSS SECTION DETAIL N•C_ o W C) Roof R-19 ADDITIONAL SPECIAL CONDITIONS AND/OR LIMITATIONS AND/OR ITEMS 7.1 CROSS SECTION_ DETAIL - `� o SUBJECT TO LOCAL INSPECTION: O L U a ro 7.2 CROSS SECTION DETAIL >, � 1. PLUMBING INTER-UNIT CONNECTIONS AND BASEMENT AREA °0 s= � 2. INTERIOR MODULE TO MODULE OPENING FINISHES 7.3 CROSS SECTION DETAIL G 3.ATTACHMENT OF CEILING DRYWALL AT CEILING ACCESSES ¢ �(.i` 3N�rJ N OL N w o m m ry 4. FINISHING OF SHINGLES 7.4 CROSS SECTION DETAIL THIRD PARTY AGENCY'S STAMP �Q` N� Q L Q .1 5.APPLICATION OF SHIP LOOSE EXTERIOR FINISHES(SIDING, - w '�� O �� L v `O m cli � ° EXTERIOR LIGHTING, SOFFIT AND FASCIA 7.5 TRUSS CONNECTION DETAILS' J r 2 O 0O X o En 0 6. HEATING SYSTEM t- z Q �' �' _ C0 o 7.6 TRUSS CONNECTION DETAILS' 7.SHIP LOOSE FLOOR COVERINGS w ti. °^ rn II v 8. SITE BUILT GARAGES g 0 PLUMB. SCHEMATIC = O2 o a,�-� W U 9.0 TYP. CRICKET DETAIL - bOy Q n Q � � Q •� m 10 0 TYP. DORMER DETAIL w �S* ENs� J w m o �- �Cn o rn o a- d� WHERE ASTERISKS ARE SHOWN : BUILDER INFORMATION: 0 o � cn 1 . ITEMS NOTED WITH A SINGLE ASTERISK (*) SHALL -o � • BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND 1 . IT IS THE BUILDERS RESPONSIBILITY TO INFORM SIMPLEX INDUSTRIES, INC. OF ANY LOCAL CODE o 4 W ISSUES OR SITE RELATED REQUIREMENTS THAT MAY AFFECT THE STRUCTURAL INTEGRITY OF THE n c �w INSTALLED DURING THE SET BY SET CREW AT THE 0 THE SITE MODULES TO BE ERECTED ON . JOB SITE, PER LOCAL CODES. o = a 2. FLOOR PLAN CHANGES MAY BE REQUIRED PENDING FURTHER STRUCTURAL AND CODE REVIEW. o� sa 3. ADDITIONAL ENGINEERING FEES NOT INCLUDED IN THE ORIGINAL QUOTE MAY BE REQUIRED TO BE -o ' 20H. �W 2. ITEMS NOTED WITH A DOUBLE ASTERISK (**) SHALL CHARGED FOR PENDING FURTHER STRUCTURAL AND CODE REVIEW. �Q BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND o INSTALLED BY THE BUILDER AT THE JOB SITE, PER FOUNDATION DESIGN: LOCAL CODES. °'- 0 3. ITEMS NOTED WITH A TRIPLE ASTERISK (***) SHALL THE MEASUREMENTS ON THE FOUNDATION PLAN ARE SUBJECT TO CHANGE — REFER TO THE CONFIRMING ORDER � BE PROVIDED AND INSTALLED BY THE BUILDER AT AND PRINT. Q THE JOB SITE, PER LOCAL CODES. THE FOUNDATION DESIGN IS BASED ON ASSUMED SOIL BEARING CAPACITY AND IS ONLY SUGGESTED AND SHALL o Q NOT BE USED FOR EXECUTION. THE FOUNDATION DESIGN SHALLED BE BASED ON SITE SPECIFIC SOIL CONDITIONS c w 4. ITEMS NOTED WITH FOUR ASTERISK (****) SHALL BE AT THE LOCATION SITE. THE FOUNDATION SHALL BE DESIGNED BY A LICENSED ENGINEER OR ARCHITECT IF o Z PROVIDED AND INSTALLED BY THE SET CREW AT THE REQUIRED BY REGULATIONS OF THE PARTICIPATING STATE IN WHICH THE BUILDING IS INTENDED TO BE LOCATED. n O Z JOB SITE, PER LOCAL CODES. � o z �-- c S_z w W 5. ELEVATIONS AS SHOWN HERE MAY VARY AND/OR .20—- W L' W BE TYPICAL OF CONSTRUCTION ONLY, IN ALL CASES WALL AND CEILING FINISHES (R302.9) : o o Lu o = REFER TO HOUSE ORDER AND FLOOR PLAN(S) FOR U�— ACTUAL QUANTITY AND LOCATION OF DOOR(S) AND WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200. o�o WINDOWS, AND ACTUAL WIDTH AND LENGTH OF HOME. WALL AND CEILING FINISHES SHALL HAVE A SMOKE—DEVELOPED INDEX OF NOT GREATER THAN 450. :-o z > (f) 6. IT IS THE BUILDER RESPONSIBILITY TO ENSURE ° � Q W ALL WORK TO BE DONE ON—SITE BY THE BUILDER, F NE o � _ AND/ OR HIS AGENTS, IS TO BE DONE IN A WORKMAN P��o FAUt rp L �U' Q 0 LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE co �o� sti��� -Doo w Z BUILDING CODES AND REGULATIONS. * -� �� * o c m _ o Q w �'� 2 z __j J oO 019151 c V (n L O w R0�ES S1 NP'1/2017 0"- STANDARD ELECTRICAL SYMBOLS: ou ® DATA PANEL LOCATION SINGLE POLE SWITCH p DIMMER SWITCH QT ' THERMOSTAT (WIRE ONLY) Q)-0 o 0U)+'Q) Z3 Wo ® STATE LABEL LOCATION $3 THREE WAY SWITCH -* RECESS LIGHT FIXTURE ® WHOLE HOUSE FAN Q= a. •, a ® WIRE, BOX 8c SWITCH FOR CEILING FAN L U Y QJ oo as N FOUR WAY SWITCH GROUND FAULT INTERRUPT �� o x s N 4 CEILING LIGHT FIXTURE GFI DUPLEX RECEPTACLE �— FAN LIGHT wP WEATHER PROOF •�' a� � M c DUPLEX RECEPTACLE SPLIT SWITCHED SD SMOKE DETECTOR II'� W c AC/DC PANEL BOX LOCATION o RANGE DRYER Pow W / BASEBOARD ELEC. HEATING ELEMENT SMOKE/CARBON J W m o co MONOXIDE DETECTOR 0 3 o w y ® ATTIC ACCESS 22 1/2"x 30" HOTWATER BASEBOARD AC/DCcn o N o ,:� o EXTERIOR DOOR 8c WINDOW SCHEDULE ROUGH OPENING TYPE LIGHT VENT MATERIAL MANUFACTURER �' SUPPLIED REQUIRE ***AIR 0- SIZE (W x H) SQ Fr. SQ Fr. FIOOR D **U/R DP RATE DP RATE VALUE INFILTRATE OAREA TW24210-2 62"x37 1/4" DOUBLE L ° / HUNG 8.92 5.16 VINYL ANDERSEN 129 REF PLN REF PLN .30 .03 s W U -04- ss �6 TW3046-2 77"x57 1/4" DOUBLE 20.62 11.46 VINYL ANDERSEN 286.5 REP PLN REF PLN .30 .03 C)o �lw DOUBLE FWT6011 72 1/2"x13 1/2 HUNG 1.84 0 VINYL ANDERSEN 0 REF PLN REF PLN .30 .03 o a Q E FWT2911 33 1/2"x13 1/2" DHUNGE .64 0 VINYL ANDERSEN Q REF PLN REF PLN 30 03 8 - TW24210 30 1/2" x 37 1/2" DOUBLE 4.46 2.58 VINYL ANDERSEN 64.5 REF PLN REF PLN .30 .03 N O uI 38 1/2" x 57 1/2" DOUBLE 10.31 5.73 VINYL ANDERSEN 143 REF PLN REF PLN .30 .03 +' Q. TW3046 HUNG O Q VJ Cn L W 2-g 34 1/2"x 82 1/2" SWING 6.06 18.61 VINYL PLASTPRO 465 REF PLN REF PLN .25 .03 4-++�' z 3-0 38 1/2"x 81 SWING 0.00 21 VINYL PLASTPRO 525 .31 .03 a T Q REF PLN REF PLN O Z FWH6068 72 1/2"x81" SWING 21.92 16.11 VINYL ANDERSEN 402 REF PLN REF PLN .30 .03 C5 w z W U) O - u- +' w LIGHT AND VENT SCHEDULE 0 `E � -j O U)I- U Q ROOM NAME FLOOR GLASS 8% OF VENT 4% OF Q o AREA AREA FLOOR AREA FLOOR :3 O z > UJ BEDROOM #1 260.27 34.07 20.82 21 .84 10.41 Q J O DINING ROOM 198.59 34.07 15.89 21 .84 7.94 0 0: U co GREAT ROOM 458.56 61 .86 36.69 34.38 18.34 E W KITCHEN 198.59 25.08 15.89 14.04 7.94 BORROWED LIGHT -� m BEDROOM #2 235.13 20.62 18.81 11 .46 9.41 FROM GREAT ROOM. X'�a Q w c 0- > BEDROOM #3 256.72 20.62 20.54 11 .46 10.27 -a-j LE w"co JO Wind Speed -> ;<`= 140' _ Vultmph Project"#.° ' 16-1018; Code = 01`5 IRC"IiV dS eeQlWebsite: http�%/wndspeedatcounctl'ocg/ � N o W V Py _ ' P -_ 4 �+- � SL,:.,wr,.n «�Y i�J` ..,.k .•&� s:., ^s;:�...,..d. .w€e.-.»..... �i�6'ts. `-. C:,�R.-tr.-,�ka.w::;,. '�a3=�.n'.::�rx � .i' � a> gr L;�.p-ru_- t ."_z s e.rnL e r -r- b-.' l�' - `""Y�_"-"= nom,.. O Mean Roof HT _ =25 W or D tag-> 24210 X3046 3046 3046=2 = 242 I'0-2 '"d601 ? 29111? X6068 J&, 2868 3068; L- m .c,. 4s ,... ?'5 _..�- r`�cw vs .n. 4y ..a•..,rae.:tce- �;.,.% 1 ' .,_, '` -fid$" �.ss.a.r.;'rr: tti - h ._ - X47 _ x 15193 v' 6;5 � zr2 97 40.5' 1936 21 >,4-- O m Roof Pitch 12 /12 a-Alf" 17 5-04��-1�_ �a'04 ,,30L - a: _ �,� QOM, c m_ W Exposure .G' 0 10 10 20 10 0 0 20 10 20 a� 0 ; n G s 10 20 20 50 20 10 10 50 20 50 O Q) Luo `° m m Highest DP rating listed a 36.44 0 22 28 22 22 0 0 26 22 22 OF NEW Y Q a U SQ FOOTAGE j22 22 26 20 22 28 28 23 22 20 �P �.( PAUL S O'Q O 0-0 x o N ''- ClearAll; - c EFFECTED WIND AREA _ 10 10� 10 30 10 101 10 N 30 101 --- _30 *��`r0 yo* ' ' _ o o EFFECTED WIND AREA --_- - 7 71 5.04 5.04 10.471 5.93 6.5 2.97 - 20.5 9.361 1.37 a o ------ --- -- --- ---� -- ---- ---- --- ---- r- BASIC WIND SPEED 0.77 0.50. 0.50 0 35 0.59 0.651 0.30 0.68 0.94, _ 0.05 BASIC WIND SPEED 22 0 2 2 0 28s 28� -3 0 -2 ❑ --- -- I--------1------ - ---------- - �- - - - --------- Using Risk Category II &ASCE 7-10 1694 01 -1.008 _-0.698 __Oi _ 18_21- -8_316 _ -2.05 _ 01 -0.0913333 �O 09619 �� n OX t W __ --�----_- 16.94---22.00_ 26 99 -- 21.301- 22.00; 18.20; _ 8.32(- 23.95T-- - 22.00 _ 21.91 'O,qOp �P�- -o -J w m o N Exp. Factor 1.35 - -- 1.351 1.351 1.35( 1.351 1.35 1.35 _ 1.35j 1.35 1.35) 1.35 ESSI 1/2017 cn-� a y 1 DP Rating-> 22.87 29.70 36441 28.76 29.70 24.57 11.23 32.33 29.70 29.58 �- � o m o a r O N Q) \ w r� •dc o� , o— ��o o foo 1 �N KY� +� \ Son W i m _0 C) 0 m -Q c O N 26'-0" Q E SHINGLE OVER 0)'L SHINGLE OVER RIDGE VENT (') O RIDGE VENT (') N-p 0) +OEn ' O _ O_ 12 12 o Q (n U) 12D 12D � �. 0 _ z S/L CW125 S/L CW125 .� -- ATTIC FLOOR 12 4.1 O O CEILING LINE ,� z 12D +' 06 W c L-z w o o / 0 LL 4� Ir- uj CIO M o O w 7 i ATTIC FLOOR FIN. ', I A U L A v N -- FLOOR LINEEXTERIOR LIGHT FlXTURE (") , O p :3 0 Z W FIRST FLOOR p O / CEILING LINE -p O X WLLJ O n c co 00 — 0 Q Q O Lj ,, �i L-4-' W -p 0 m J l FIRST 11LORX p O / -- - FIN. FLOOR LINE BY SIMPLEX w o �.� � J M BY 13UILDERa O W�1 p � ccU v� L0W FRONT ELEVATION 0 BUILDER INFORMATION: o m 1. IT IS THE BUILDER'S RESPONSIBILITY TO INFORM SIMPLEX C c 00 INDUSTRIES,INC.OF ANY LOCAL CODE ISSUES OR SITE Q a _� G RELATED REQUIREMENTS THAT MAY AFFECT THE STRUCTURAL o U) (D a o `O m ry OF NEW y INTEGRITY OF THE MODULES TO BE ERECTED ON THE SITE. n Q b o x PAUL S O,A 2. FLOOR PLAN CHANGES MAY BE REQUIRED PENDING FURTHER o n o � o V) Q w Z� yG '� STRUCTURAL AND CODE REVIEW. _ U- o ,� c -�= cq I r * �p * 3. ADDITIONAL ENGINEERING FEES NOT INCLUDED IN THE Ln p � � * o ORIGINAL QUOTE MAY BE REQUIRED TO BE CHARGED FOR c m z PENDING FURTHER STRUCTURAL AND CODE REVIEW. c.c a 2 o o O X N w ��o X96191 v� p J W m M o 0 c ROFESSI �P U)p 0 `a °' m m C 1/2017 g o 0 0 (n o` En 0 a �w 0 0 a c 209 0— U N 4 O 1 7N¢yK w 36'-0°SHINGLE OVER N x U� m RIDGE VENT (*) SHINGLE OVER RIDGE VENT (*) O O d E -4- N N'p N +0' O ATTIC FLOOR C Q- U CEILING LINE 12 _ W \\ \\ 41 Z 12 � Z c— c: zoo 0 C-3 0�DI I kil I I # L-Z: W O 0— ATTIC BOOR FIN. �'`�- ILL cn w FLOOR LINELLJ J ,n EXTERIOR LIGHT FIXTURE ** 0 O E -- - EXTERIOR LIGHT FIXTURE,(**) UI-- vui FIRST FLOOR (A CEILING LINE C ti O rr nn -p ox 0(D LLJ V Go C OO O %f OO / -�• y i O.O: Z 'y1 FlRSi BOOR -p E+0-+ W FIN. FLOOR LINEBV MPLEX p 4--4, m J BY Tp. co X Z3N J•�4) J REAR ELEVATION °-c L O m BUILDER INFORMATION: E c ,2 U 1. IT IS THE BUILDER'S RESPaNS1BILITY TO INFORM SIMPLEX Cf) 0-5 Q-5 9 INDUSTRIES,INC.OF ANY LGA CODE ISSUES OR SITE o m RELATED REQUIREMENTS TWT MAY AFFECT THE STRUCTURAL T o E INTEGRITY OF THE MODULES TO BE ERECTED ON THE SITE. � c � 2. FLOOR PLAN CHANGES MAYBE REQUIRED PENDING FURTHER a-o 6 STRUCTURAL AND CODE REVIEW. 0 � ry 3. ADDITIONAL ENGINEERING FEES NOT INCLUDED IN THE ��OF NEW Y o ¢ ° �P �.I PAU( s Ot o a ORIGINAL QUOTE MAY BE REQUIRED TO BE CHARGED FOR 0 0 _ o En V PENDING FURTHER STRUCTURAL AND CODE REVIEW. ,>� �'r I m Z w�� o w c � _ C3 F 096191 �� Q O X uC3i is n w AR°FEss► NPS - v � Ld m o N 1/2017 U)p 0— 0 3 " m o _w F— 3::U) o cn o° a o U) 0°3 w 0— o�w o ooh (1) � a O� s;;- T i MT KY¢ V 4- \ Cp yaW Q] J U� 'm O 0 0-E 28'-0" QJ•L• SHINGLE OVER N RIDGE VENT (*) Q) 12 O 4.750 w V3 LLI = D L- W W ? � � w1 z � � � _ � F- wo � +'o Z -- ATnC FLOOR cn � W z z z C9 Q O T -f-- CEILING LINE 12 � O F=- O z o = w -� z D zpwFow -D �U 12 z � LL � o C) mo `z w LJL o W Ui o ¢ LLuo w Q 0 W O \ � � _" � m � z �� 0 � W O m Q o w W W = U U m ATTIC FLOOR FIN Z 0 O F—L3 LU - re F- OR o �� � M FLOOR LINE CK LuZZoU) pwEI � :-Oz \ W --� ------ W w < w O w O w > c j m+ 4 w � CDUw ¢ FIRST FLOOR = OOwwZOZLu � a OX QW ♦11 COLING LINE J LU CU = Z (D 2 +J v LU Zm ovjwOZ � -j � D 0.- m w = >- :5 < Lu U- — V LOH ~ � UZ E Q i0 � o Lp � wW -i--+ QOW QJ W Q) FlRST FLOOR N C6 W C'0- / FlN. FLOOR LINE BY SIMPLEX ) L O W Y BUILDER E c U V) L O w � Qo LEFT ELEVATION o Q0� I n O 0 W p fO mco ry sof N8 LL ao Y � L 0 U ro 2 0 u C- P. �P� �� PAUL S, 0, o� p � � � g13 � �o tiG C= o m LG C I O X u�i `I n 096191 ��i O J W m o a 12 N R�FESS1 NP 1/2017 CO ::E0 o o w ii I - �U) o cn o a° o U) W 0— o�w O'— x Z U c?o� (3) � a No�azi ++ d O S.*�gZQ 1 =fn KY �W Yam U w 4 U m 28'-0" Q F SHINGLE OVER RIDGE VENT (') 0)-p 0) O 0 J W O C] C Q VJ �^ U U) O Qw Lu Z U5 = C7 I- Lu ` 4-1 ATTIC FLOOR to W LLJ U z Z Z O u i .—-+— Z CEILING LINE Z �p O O z 0 U � O T z O Oz0wU ; ' � Wo -4� 0 Qfo ¢Go w � , f- 0 ooZ W OF ¢ � OWWW - J � LWO ATTIC FLOOR FIN z z U0 =0 F— w �m w LL- LU � 0 � v cy W _-" FLOOR UNE — 0 H � W Z W � L J -- FIRST FLOOR uj U) O� w (W7 OCU W Q-N W CEILING LINE ED = Q 0 Z W W O— WU F = cZI S OX Q V LLJ -, ZOOZJJ0U CEJ c� cr M W �' � � Q JLL. p O� = 7 2 � W Q' Q' U O Z z 0 — = -1-1� U � ao F-. U) �' F- O U7 / O W H O O Z E zLLU~i ¢ OQ -o O +O� W m .J _FlRST FLOOR 04 ri U FIN. FLOOR LINE BY SIMPLEX Lx 0- o —j!E (D J M � � � O W RIGHT ELEVATION c/) :3 9 O m W co s CDL ole I n 6 0�� Wo `° gym sof NEW �- Q o Y PAU O � � v `D ma ° C sy ,p a� O � 0 X s w U oo � Z �� 0 c •�' n 09619� Qo O W .i U) w N nN;9 (L) NP 1/2017 o� 0 o S M O o I— U) o cn a Of NEbyY O PAUL c�i) 0 32'-6" REPLACE DBL TOP PLATE 1" 27'-7" Q)-Q) w m 13'-9"(MODULE 'C") 1" 13'-9'(MODULE "D7 0- D QR a�� 0­ 0 1 o 2 8'-10 3/4" 19'-g 1/4" -10" 6'-11" 6'-10" 6'-9 1/2" 6'-11 1/2" U ( ��= a 09619 ��Z 16'-9 1/2" 4 1/2" 6._O. 6 1/2" 7-11 /2" 4 " EXT TO4'12'-11" 4 " 6 O F 5°> 12'-11" VENT TO 3'-6" C FWT6011 O 1 a R,N N ESS FWYT6011 FWT2911 FILLER ALLOW FOR E TRANSOM +' \ �9 `J 1/2017 TRANSOM �• TRANSOM iW24210 CROWN N s ,o FWH6068 2-8 FWH6068 U p m FRENCH fT--- 00 9- N 3015 a W2142 W3642 FRENCH • -------- N I I I ¢ I Rlr `U- B12 0" RANGE B15 19 SPACE B36 O wo I I I o vai I `� SPACE Q -J `i GAS DATA, (I BC. v� 6'-0 1/2" . N I R---1 ( ) ) / N W.I.C. I I If a] 1 „' �.. (2) PFS,_#)`r o . , O) REPLACE DBL TOP PLATE `j o I 111 m all N. � 3'-11" 4,) 1g 1g REPLACE DBL TOP PLATE � O Q m W/ (2) 2X8 SPF#2 AS `� i I :I i L3 J 1 1 CAB TO CAB W/ DOOR HEADER AS N DOOR HEADER i u_=_J L O 4-0 r o I �CHASFi F. w 3'1$ 3/4' B18 B24 B36 p ° 0_ # I ---5'-0"--- R T � �, DINING ROOM �� o BEDROOM 1 -------- �,x�\ 3 W_N , 1s . 1s 4 198.5937 S Ft C) C Q (n ^ .� 260.2708 SgFt -_ 4___- i9 _; • Z g , 2 R— ¢ _s w KK ccHHEE PANEL BACKER a U) L. 3 co m o 198: 93SNSgFt11" D/H \ I y © +� z � ,- a RAISE CABS. ^ O Q Z d FOR ON -� 34 z 16'-9 1/2" N 5'-0" `L IBC. (1) �' 3 m ?9 FLOORING 19 R "' I Q FLUSH CEILING (a) __DROP HDR__ PFS, 1 m ro 1 19,�, Q C3 W - - - - - - Z-6 --- m XR C L Z —_---�--_ ^ r N -__ 9'-5' ^ 0 v0- � I..L. 4'-0' - --------- -- a - -- 5'-0" 3 m L W o rPHlo C ---------------- ---------------- O— .r 3'-0 1 2' 2-D FLAT CEILING LINE ABOVE FLAT CEILING LINE ABOVE n O fes-• v Yt•RBto Z�•�r810 �' ---/- O �+ V36 lVDB181 V36 o O -- I I 1 U, Ik PFS, (1) M OPEN TO ABOVE i i I 11 I 11 o Q z 4J © I� I I I Q O— > O PROFLOW #6036 DROP IN z I I c� o ao 3'-6 1/2" 1 I z 1 I -0 O X W J o N wo WHIRLPOOL TUB. ACCESS z I + cm BATH #2INSTALL$" DURAROCK ON PANEL o ' FOYER 1 I o c _j Q co TOP OF PLATFORM & ON = z b FRONT OF PLATFORM. z N I o 1 I 11 R 11 R O.2 \ to 4_1 2-0 — -- I\ o i i 31 458.5625 REAT I ROOM\ � ; o Q+, Q �s E AKER-SP3260 I I f I c�3 F 0 O W �// LINEN �I I^ VAULTED CLG. o ------ I I 6-PANEL O �z OPEN TO ABOVE I ^ ?I�� ^ ^ o v r TEE P S IM 500 `✓ oho oma 3-o rnw W ¢ I ¢ �I_j in X r- P BCX TW24210-2 4. 4. J !_ 0 J »PiE 5'-0 1/2" 6._Z° B 4'-10" 14'-6' �IJ 11 R I 71 R �I� 0 L_ O v C — 4 1/2' 4 1/2" 4 1/2" 4 I U) Q W U Q= TRIPLE 2x10 (SPF#2) i' may!' HEADERS 9'-0" 16'-1" 7'-5" 11 1 R 4- °� INSULATED w/1" RIGID I 1 I © o m ' FOAM O Q) m w d BO= DOUBLE�1EOS(SPF#2) GENERAL NOTES: - C� 1 L o I I @TW3046-2 TW3046-2© I I � Q O+, _ � T� 6 @ = SINGLE 2x10 8'-6" CEILING HEIGHT 26'-7" l l o � °' � o ry (SPF#2) HEADERS O- Q o s V w/ F.G. INSULATION WINDOWS HEADER HEIGHT @ -10 1/4" UNLESS NOTED OTHERWISE 6 .. L o o '° 6' a a @ = SINGLE 2x8 ANDERSON 400 SERIES DBL HUNG WINDOWS x s'-s" 4'-D" 4'-0" s'-s" O o x N (SPF#2) HEADERS -�_ U) w/ F.G. INSULATION V7 Q O d a° ED = DOUBLE 2x8 O U M rn•I i (SPF #2) HEADERS Q of g w/ F.G. INSULATION - Q .� "c C3 OX vi io n w _0 J W m^moo M o Ki 00 3 d 5i to v a w F- 3::(/) NEWS' 0 PAUL S D,g c cin co tiG • 0- _ 8 Lu O• m z 0 2� c- 0-+- Nd "moo X96199 R�FESSI �P 1/2017 — a -0 C o Q) I II I N I II I I u---i I fT�==�1 Z III i IIF-- ili III o o 5 j 'uL=J� Q I z O =5 '^ r \� IlNllii Q vJ J uj ___--____J /X\ ________W I \ q w i co_L W----� I z I N OUECTOR(2,3360: II w'°.IIIII (2)2x4 SPF#2 STUDS O (1)SIMPSON CMST14 STRAP o° EACH SIDE OF MATELINE -� ACROSS DBL CLO JOIST AT _ STRAP BEAN (l COLUMN&COLUMN Z (2)2x6 SPF f2 EACH SIDE OF (3)2x4 SPF#2 EACH SIDE OF MATEUNE-SEE DETAIL (2)2x4 SPF#2 STUDS I I TO FLOOR w/(1)SIMPSON LSTA18 EACH SIDE OF MATELINE �s STRAP EACH SIDE OF MATEIJNE 4- MA - 0 MATEUNE STRAP BEAM TO MATEUNE. STRAP BEAM TO 0 �J� COLUMN&COLUMN TO FLOOR COLUMN&COLUMN TO FLOOR (3)2x6 SPF J2 i o STUDS STRAP CEILING BEAM TO z IIIII (3)2x4 SPF 12 STUDS zED ry W/(2)SIMPSON LSTA78 STRAPS w/(2)SIMPSON LSTA18 STRAPS CGI-1:(2)2x10 SPF 12 COLUMN w/(2)SIMPSON CSIB STRAPS S� EACH SIDE OF MATEUNE L' EACH SIDE OF MATEUNE EACH SIDE OF MAl'ELINE CEILING EACH SIDE OF MATEUNE FROM TOP OF BEAM TO COLUMN& STRAP BEAM TO COLUMN&COLUMN (3)2x6 SPF�2 OLL - - - ----= COLUMN TO FLOOR w/(3) TO FLOOR w/(2DESIMPSON lSTA18 STUDS STRAP CEILING BEAM TO {�4- .. •� _____ SIMPSON LSTA18 STRAPS STRAP EACH SI OF MATEUNE COLUMN w/0(2)SIMPSON CSI B STRAPS - � CG1-2:(2)15-x9.25-LVL FROM TOP F BEAM TO COLUMN& L-W O WITH 1/2"STEEL FLTTCH PLATE SIMPSON HUC210-2 ___-_ (2)2x4 SPF#2 STUDS ------- CBI-3:(3)15•x9.25°LV.L CBI-3:(3)1-9'x9.25'LV.L STRAP COLUMN TO FLOOR w/(3) O— EACH SIDE OF MATELINE SIMPSON LSTA78 STRAPS O EACH SIDE OF MATELNE w/MA%.NAILING FROM STRAP BEAM TO CEILING BEAM CEILING BEAM CBI-2 TO CGI-2 ----- COLUMN&COLUMN TO = = = _ _ _ = = - U ~ U --- FLOOR w/(l)TR P EACH L- O O � � jj - -- LSIDE STRAP EACH MUNG FROM VERT w/MAX. SIMPSON HUC21O-2 VERTICAL SIDE OF MATELINE NAILING FROM VERTICAL (3)SIMP N lSTA30 NANNG FROM VERTICAL0COLLECTOR(2,33fi�): 'EEL BEAM TO CLG.BEAM ACROSS MA LINE ON FACE HEEL BEAM TO CLG.BEAM Q( FASTEN THRUST BEAM OF CEIU)IG BEAMS FASTEN THRUST BEAM III O \(1)SIMPSON CMST14 STRAP III TOCLG.BEAM w/(3) TO CLG.BEAM w/(3) /ACROSS DBL CLG.JOIST AT MATEUNE-SEE DETAIL 3 I x $IMPSON HGA10 SIMPSON HG41Q I �iI 3 N I (D LL] cl O I IIIA I I III O C �'I'� Yl II I IIIII ; III^ O .1. (2)2z4 SPF#2 I I > o•-4-1_� SIMPSON HUC210-2 w/MAX.NAILING g IIIv N FROM VERTICAL HEEL BEAM TO DBL I I III J 0 U) CLG.PERIMETER. STRAP DBL �7 PERIMETER TO COLUMN&COLUMN TO II III I I N II I% •- O " I I __--- FLOOR w/(2)SIMPSON LSTAIB STRAPS i IIIA I I I ,� ...0 0++ •' U _ SIMPSON HUC210-2 i o I cx III I I c4 0 w/MNG NAILING FROM VERTICAL HER BEAM - VERTICAL HEEL BEAM 1:(2)1.5'x9 25"LKL - I I m II I \ III TO CLG.B = o E2 o = I I d TRUST BEAM 1:(1)15"x14"LVLT I LU 0 (2)15'x7.25•LVL LVL FULL HEIGHT s �n J'- 0 SffE-INSTALLm WINO COLUMN EACH SIDE OF O MATEUNE (2)SIMPSON A34 FROM WIND FASTEN THRUST BEAM FASTEN THRUST BEAM (2)2x6 SPF 12 COLUMN TO FLOOR. ADD SOLID BLOCKING IN �_ E- (2) I FLOOR UNDER COLUMN. ADD 2x10 BLOCK AT I III Lu `J v If _ (2)2x8 SPF 2 TO CLG.BEAM w/(3) TO CLG BEAM w/(IO VIII I STRAP BEAM TO COLUMN& RIDGE EACH SIDE OF AMTEUNE BETWEEN Q W STRAP CLG BEAM TO COLUMN w/(2) SIMPSON HGA10 SIMPSON HGAIO COLUMN TO BOOR w/(1) GABLE TRUSS AND 1ST TRUSS. LAP WINO Q SIMPSON CS16 FROM TOP OF BEAM SIMPSON LSTA18 STRAP COLUMN ONTO SIDE OF RIDGE BLOCK EACH 4-4-- 9 TO COLUMN&STRAP COLUMN TO lid I I = �— a FUR.w/(3)SIMPSON LSTAIS STRAPS BLOCK w/(3 PSON 02�20'zSLU SOWS RIDGE O I III L- DO ?III I I SCREWS EACH SIDE OF MATEUNE I III T� 0 c m I n 6 O W N W o `° m m ENDWALL WIND BEAM:MALE 2x8 WALL ENOWALL WIND BEAM:MAKE 2x8 WALL \ ry (2)lex725"LKL TOP PLATES (2)1 5-x725'LV.L TOP PLATES SWPSON ix D O 0 X v t 0 (2)SIMPSON HGAIO FROM LV l ACROSS M4TE11NE ON (2)SIMPSON HGAIO FROM LKL � 0 _ N V � °' FLITCH PLATE FASTENING FASTEN THRUST BEAM ENOWALL7(2) TOP PLATE TO WIND COLUMN LVA-TOP PLATES TOP PLATE TO WIND COLUMN FASTEN THRUST BEAM ENDWALL -I-, (-- O 1 � cREQUIREMENTS WIND BEAM w/(6)SIMPSON WIND BEAM w/(6)SIMPSON — U) I .d c SDWS 0 220"x8"SCREWS SOWS 0220•x8'SCREWS U) 0 bI•�+ �I•uw p-0• p-0• •im+ NF1'w� 2z8 SPF g2 (2)2x8 SPF II2 Q. (� SIMPSON HUC210-2 w MAX.NAUNG c O y ' Lo ur q�?e.a FROM SIMP ON VERTICAL. HEEL w BEAM TO DELL / � CLC.PEROAETER. STRAP DBL FROM VERTICAL HEEL BEAN TO DBL 0 LJ •I K CLG.PERIMETER. STRAP DBL o PERIMETER TO COLUMN&COLUMN TO PERIMETER TO COLUMN&COLUMN TO 0 xp ,K ., FLOOR w/(2)SIMPSON LSTA18 STRAPS FLOOR w/(2)SIMPSON LSTA18 STRAPS c .C R a.m• 0 O w _0 M s wmv FASTENING REQUIREMENTS: e.n WCL 0 O .n sxeom USE(2) ROWS OF SPACING'BOLTS 0 2ROWSC 0 0 3 0 w rn •o • o U) ac o 60'-2" 0— _ U ��FEN 17'-2" 15'-4" 6'-8 1/2' 14'-4" 6'-7 1/2' N i -f- N a a O O O;NF 3'-6' 8'-4" 3'-6' 7'-2' 7'-2' aO+ `\ w w 8'-0' 5 1/2" W-10 1/2' 6 3 /2° 13'-9' 3 1 2" N x TW3046 TW3046 T3046-2 +' --------------------------------- -- ------ • O 0) II I I L0 n E O-O ' L BATH #3 . = d i i I I w -co CLOSET I I -� Q" owlll N I I I O 1JE=Iii i VDBt21 i i BEDROOM #3 I Q W Elul �--- 1 I �vn l ,T� I�o i ilii i 256.7174 SgFt cr) L 1 m�min 1 � � I t>a 1 I I I I I I � `� °' ❑ -------------------------------- t lL�J I1 12 1 111 L_----------------� 1 Z BEDROOM #2 �� N N i +' 0 v z W 14'-1r , 1 235.1324 SgFt �\ ^ ^ 1 0 0 ON SITE RAIL 4-0 S1 j L u) � Q it a rL- O W IT --J I 1 PLANT SHELF ___________.T 1 1 N O rl� II I \ U C � of c0 ___ ii 1 o OPEN TO BELOW Q�o P , ----------I �----- 7--�+- 1 I I B o z � V I I i II 3'-7 3/8'I O X W I I C II J ❑ r c, M n n O.O Q 1 I I I I zZ I Zlz �a� U II II I I I I wo 1 all cl�SO O� `+-- m I I I I rn w w C I VAULTJD CLG. o'� Q Q TW3046 TW3046 �I OPEN TO BELOW 0 w �'a- nU � E r , 5'-6' 5'-0' 11'-6' 5'-0" I I 1 (/0 s O w U 7 I I I - Qm s` tO I I I A0 k-j 16 TRANSOM dNDOW ABOVE N Q O I n 6 \ 0U) W o tO mco QZ3 " Q I d \ ry TW3046-2 TW3046-2 ' o w 8 C O� 0O x in 0 1» �0F NE 2s'-a' 0 m o F- o i 5 1 2' ++ PAUL S 'A 5 1/2' �= � :3 c O y` * 9'-9' 8'-1" 9'-9 c " (n p U cn I M i o orn > 32'-7" 27'-7° c w �j 0 LU e C,_ 0O X En a w .. 2LLJ�J W m M , 04 �O 09619, �= M wA90FES S� NP 1/2017 Imo—C( o in o 0 of- NEW y F 0 Q� =FW 0— Lu () /�♦♦ ��oo o¢ O �9619O� !�,_ N°>x- �FESSI N 1/2017 m r --------------------------------- --- ----- -------- ----- --- ------------ ------- ----- ----- ------- ------------ o II I I -- (D...Q L Q) Ff�'/� S�II IIII Q I I(011l lI ' II II I i T\� 1 1 1 I I IIII I I •� � n� -------------------------------- CLJI // I -� Ii_ ILII-----------------J I � zL.1. r (2)2x6 SPF 02 STUDS EACH SIE Lji` I p Q 1 OF MATEUNE STRAP BEAM TO COLUMN&COLUMN TO FLOOR �� - 4 w/(3)SIMPSON LSTA18 STRAPS OR I \\ EQUAL EACH SIDE OF MAT EINE j I D U '' ' MAKE WALLz w (2)2x6 SPF 12 STUDS EACH S6DE OF \ CG2-1:(1)1 5'x11 25'LV.L // 00 LL MATELINE STRAP BEAM TO COLUMN& \ EACH SIDE OF MATEUNE /n (3)2x4 SPF�2 COLUMN. STRAP I COLUMN TO FLOOR w/(3)SIMPSON = _ = _ = -.1 \ J-1 BEAM TO COLUMN w/(4)SIMPSON I :�'� LSTA18 STRAPS OR EQUAL-EACH SIDE II LTS18 STRAPS. STRAP COLUMN I W OF MATETINE n-- -------J I TO CEILING BEAM BELOW w/(3) 10 w O SIMPSON LSTA18 STRAPS I 0 iN U ----------� r------------4- I I IIII I IIII I O z \ II I I III w W n n I IIII I IIII I DO C o- ' � ::E _0 0-0 W v J ii ii I �� III I IIIIR.X I y�llll I Illlo� I LxL� C0- / �E a o I IMI IIII I c Q w Uti Q SPF 20 SPF v IIII I III OB BLION m I ROOF BEAM&WINDOW ETWEEN ROOF BEAM& DOW 09 HEADER STRAP BEAM TO COLUMN IIII I IIII HEADER STRAP BEAM TO COLUMN 0 DO W/(4)SIMPSON LTS18. STRAP w/(4)SIMPSON LTS18. STRAP LU LU o COLUMN TO WINDOW HEADER BELOW COLUMN TO WINDOW HEADER BELOW N-0 L p w/(3)SIMPSON LSTA18 STRAPS w/(3)SIMPSON LSTA18 STRAPS I n 0 L- a 0 m ry H2-1:(3)2x10 SPF g2 H2-1:(3)2.10 SPF 82 d Q 0 Y STRAP HEADER TO COLUMN STRAP HEADER TO COLUMN m o m EACH END w/(2)SIMPSON EACH END w/(2)SIMPSON C m N Q LSTA18 STRAPS ISEA18 STRAPSx -� O O V O m ci Q 0-) L5 OI rr c _ a o.Ox w Q7 M O M) (n OC O 3 m m G U O O CIRCUIT SCHEDULE ---�- -----�— -- -� �- — I 1 f-----�---- ---i---J --- ---- - ---- ( -- o Electrical Load Calculation Form: U) CIR. IW.I -- - r - - -- { I I CD W W d �'-� J d C N C I ! { CL CL DESCRIPTION N a m DESCRIPTION ` -- I a_�_--1__L_--��t -- _ ---1_--- - --= �------- - 3�' 'Date:-(5/3/2017 I Performed By_jMEB I -Mfg:(Simplex Industries ---i 40 39 _�-�_._ , __ --- - -- I -.---- - -�- c� I -- -- - - � Project: i16-1018 I-- I - - I Model(CAPE - - a 38 37 -- ----- I r - I o-+_ M° N o 36 -- Air CondSol itioning 35 - ---- 34 33 _j Central Electric_ Space Heating 'l `__- (-_- ' x.65) * - --) 0 �_ __ -_-I________ I I L a� 32 31 ___�--�____�Ll-_-_T ---� ----- - _- _ -_ -_--_-------.___.__ Q E Less Than Four Separately Controlled I -_ _ _ ;_ _ •� 30 29 _ _ Electric Space Heating Units '1_x .65) 28 27 _1.- _ -�. _._ - Four or More Separately Controlled I_--- -._-- _ ° _ U) p Y � -- �------� - o cn 26 25 ?Electric Space Heating Units ( - x .40 * i 0 +1 o 24 CAPE LIGHTING (AFCI) 14-2 15 1 23 -_�_!1-_�L-�1� _.--_____ I I-_ _.______I-_ o T * Use the larger of the air-conditioning or the _ -- - _-_ _ _ Q- U) 22 CAPE LIGHTING (AFCI) 14-2 15 1 1 15 14-2 GENERAL LIGHTING (AFCI) 21 - diversified_ demand of the heating load. _ - _ _ w OOL G (AFCI) 12-2 20 1 - GENERAL LIGHTING (AFCI) 19 _ _ _- _ _-;- _-_ __ _ - _� _ _ nJ�__ -_ +-' z 20 WHIRLPOOL ( Fl) ( ) 1 15 14 2 --�- LLJ - Other Loads: j4_ o Q 18 BATHROOM (GFI'S) 12-2 20 1 1 15 14-2 BEDROOM #3 (AFCI) 17 ' I Watts or -Circuit I --w Wire -T --^M -- z �.�. Vol olt_Amps -- Ampacity Size { - o�j 16 BATH 3 (AFCI) 14-2 15 1 1 15 14-2 BEDROOM #2 (AFCI) 15 ___ _ a� L-,.�L _- �- z - r y # ( ) w General Lighting l( I 27.5 Ix 67 1x 3) 5527.5 1 15 14-2 0 o z W 14 BATH #2 (AFCI) 14-2 15 1 1 15 14-2 BEDRM #1 (AFCI)/SMOKES 13 `` ---- - ------" I-._-___• ___ v Small A liances_ ' 3 'x 1500 I�l� 4500 I 20 c 12-2 +J"- V" o w In 12 BATH #1 (AFCI) 14-215 1 1 15 14-2 GREAT ROOM (AFCI) 11 1 Range(GAS) �; I I 450 - 15 I ' 14-2 I I -a _ -I --�� - _) __-I 20 -T I _ �_ _ � 10 DINING ROOM (AFC() 12-2 20 1 1 20 12-2 EXT. RECEPTS (WP GFl2 Dishwasher 750 1, 12-2) 9 3 Wall Oven _- 1 0 N/A I I N/A I - -----� --- I ----_I --- I-- — - o o 8 KITCHEN GFl) 12-2 20 1 1 20 12-2 LAUNDRY ROOM (AFCI) 7 4 Utility-Room Rece t 2400 20 12-2 :3 0 DISHWASHER 5jWasher-_V ' ° I 1,500 I I 20 I 112-2 I o- 6 KITCHEN (GFl) 12-2 20 1 1 20 12-2 (�ocxae�a oZ)(AFC() 5 rDryer(ELEC)� --- -- � 5,000 i 30 _- 10-3 _0 o W W �� _�-I-__-- _ o 4 1 20 12-2 WASHER (GFI) 3 Fu cam e_ 0 N/A - N/A -- _ J DRYER 10-3 30 2 (_I - ('- _I I a 2 1 20 12-2 RANGE (GAS) 1 Water Heater GAS T -- 1800 15 j -- 1 14-2 Microwave 1,580 ; 20 ! 12-2 E U) VWhirlpool _. _f �_,-_----L I 1,480 I I 20 II 12-2 I L-- W w N011`dDOI �31iV3�8 N111W 11 Garbage Disposal _ __ S ----I o 4-�-`I N/A I N _ _,_, Op J - - ' I-----' I a) Q ROTATE PANEL WHEN SITE INSTALLED 12 _ I<lAdded Circuit lo_ad I II __�_.-______ Subtotal: 24987.5 ' ( x a'= I _I ----- w C - First 10 KW of other loads_100% - 10000 1 J'- --I Remainder of other loads @ 40% ( 14988 x .40) _ 5995 Cn 0 o J a NOTE: ALL 120—VOLT, SINGLE—PHASE, y -_I ------- ____ i Heat or A/C fromAbove: 0 '* — L Q. Pa U� O -__.._ _ -_--_- —_ -_.__-__ o-� 15— AND 20—AMPERE BRANCH CIRCUITS s .p -------_.______________ _ ______ - ---_I — - --;----I----_-___.n__L ,,,�- W o �s �r - I_ _._L . _----- _---- ---- _----- _. �_____ e -C 2 SUPPLYING OUTLETS OR DEVICES INSTALLED �� �� * �-j _ - v Total Calculated Load: _ 115995��- -Y` -- Q � f d - - - - --- -- - - o +' a. : co m _ L_. ___ --( �__-_ I__� __-.__-_ a i 6 IN DWELLING UNIT KITCHENS, FAMILY ROOMS, . "__ � � �_� L °' DINING ROOMS LIVING ROOMS PARLORS m w — _ _ _ Required Service_Size. 15995 240 - a 66.65 !Amps �_ o 0 o — ----- - --- I q ' ' 2 - ( - ---T--Installed Panel Size=---I 0-Amps - I o X o L o P_ LIBRARIES, DENS, BEDROOMS, SUNROOMS, 2 (ADDED-> Installed Panel Size' 0 Amps - +' - ~ o 69619 -_! ___�-- _ -.__.i — _ oA_- -__--- - co RECREATION ROOMS, CLOSETS, HALLWAYS, ARoFESs1 NPS Program Update 4!7/17 1- — j -�- jPanel AMP Check-> ; oIc .� Q M M o LAUNDRY AREAS, OR SIMILAR ROOMS OR 1/2017 UjC AREAS SHALL BE PROTECTED BY ANY OFNOTE: ALL 1253 15 AND 20 AMPERE RECEPTACLES "o o THE MEANS DESCRIBED IN 210.12(A)(1) W THROUGH (6) 2014 NEC ARE TO BE TAMPER—RESISTANT IN ACCORDANCE W '�o WITH SECTION 406. 12 2014 NEC. �' E � �� oU3oa w I-- 3(n 0 0 •�v Q) N \ m 0.- Q) =mow c— an cy O� rO+ \ S 2 9>Y Y aWK2 H GEHOOD wr rwp CIR 1 Wr Q) I I e I ,�-� • I _T_ O 13 ---------1 12j w L .J 17L4ft - 8 B t0 I L__ J 10 O U L J I I I o f �A RY; t 0' RANGE i s SPACE I a t3 I I u___J w C. 1 R���' I I (GAS) I II w% l 21 IL_ .�,�_ I 4)-p 14 RI 13 I Ia;I I 1 ----- ----1 p 79 R B I I 3II L-------- 9--------- Icn I O) 34'AF.F. 1 I 0 O I - r - I n BEDROOM 1 i 13 _—_----__J �Hx'� ________ ,�,a `�� Ti ; $ IP" ; DINING ROOM o Q \� Ktn 1s I 19 r 19 r • Ji I 10noc Q VJ _ - - -----$---T KITCHEN m I I I _ ; I ++ O Q U 13 � �� 21 i 12 ♦�__________191R I ++ O Z UJ -NE ------I-- 8 __ __ L — I 4 R 4 L__L �� J_______J Q O � 1� - -----Al .— a I..L� �-- _ -------- - ara 13 13 --� L r_ W/ USB PORT e � ,o 72� � L-W p ui --�� I ---------------- ----------------- 0 O -------------- 3 1B •I III •OM ---I-- I ; -t1- - --j 11 U i� U III -- -- I I - --� = O ---J I I I I I L I 1 {�• I O � II I I I I I I I 71 R I 11Tp I tt CL-+-O - O 4 I I I I I I I I I O X W 0 J BATH 2 i M' I FOYER i 1 I - I I I 11 R I 11 R I o.0 _ U- -Z� HANGN11T21 ; I I I ; I ; I � p(n V 20 0� ; 41 - I I GREAT ROOM © o 0 r�n _ I 1 �+/10 �PANEL BOX 6 I I LLJ CU- ELEC. DROP WHIRLPOOL 11 e 1 11 R 1 17 d -O O MOTOR TO BSMT. 1 I I •� (n L 00 W V CAPE BEDROOM #2 QJ 15 I I a CAPE BEDROOM #3 ❑� 17 m 11 R I 11 R I U +y 4— U 00 W CAPE BATH #3 QJ 16 tt 11 CAPE LIGHTING ❑J 22 p L o I m QO Z3 I I n 6 CAPE LIGHTING ❑J 24 0 0 W o fO m m ry �pINE(Ny �-� ` Qox � L U U co m o o N PAW O,Q s x o v, V � o v_)p 3: 1 o o 0- U i -Qw c v LU C I 2km � 2 ° w �O 0,9619, � LLJ JLd m M o Rcn opessl �P 1/2017 o 0 3 0 (n o v, o a O 0— -� �j o� K,- so a>� -U RILL NEW BIDOOD U C x ole'ac Am5 Y aaLm[YL PANEL E PULL HEIGHT�Mm nw Rm LENGOI ff - a131W TGE WAS N � PD rn Uat IIALL °RDO�T U Q HDOOiO BEI1FF71 613143'TUE IY35 TOE AT(3)m0.13145 +� O 1R6/RIFlEIS od OL:AOo SAT 810443E CD� IDT RFDUED BRACED WE PANEL -0 N O Tn LIM HOD DOW RUED mm PADO Jour TO wxm ANLL maBPJffD WL PANEL WXED WL PANS .-1--+ O BE AND SAM PER Tm DEM.- TOP PWEVE3)613145 4- 0- NO TABLE 110211 TDE WAS PFR JET O )/'� TRUSS/ReFTER TO BRACED WALL ATTACHMENT Q. V O L SSEISMIC DESIGN CAT.A B.&C ONLY) (4)0.13145 FILE tD35 g)6,3145 FACE WAS (�0.131 MBOONG� uJ e„NLLLOf-ALONG L PANEL 9aL» IKL xiL xIr � z W E w�isD'IF3l1W FACE sm -1--� O A z I- N IAFi HOLD ODNN FEDIfED O �AND WKI ND PER 7Rlsi DESK ,p67R 613143•TOE NAILS FID�II 0imr1131 m 91 PWE FUL NDIM 9Da0ED -+-� 117 AID PD TIRE 60.11 D 6 ac FiDY F103NC EDI Jour m SLL PIAE NOMER ORE=®DE O,e•0.a ALONG D U E F31 ata RAM m NW POLHAM ONLY OCMDWR sEBIC D�E9fi1 EP.rFD WL PNFT. W BRACED INLL PANEL L z 1 1 1 OW WE PAEDOiES Da DI a OP aDEDOiES aA m a D2 FOR SESMIG DESIGN O O L�LI NCV CWTHM R OR SOD 1�7,4- W Qi �®WEEN RAFR S L V) m 2015 INTERNATIONAL RESIDENTIAL CODE FlGURE R602108(1) O 0 o RRACEQ WALL CONNEM WHEN PERPENDICULAR TO FLOOR/CEIUNG FRAMING D U Tn~ U mm moo=To TDP PLAV TOE FurDl mHo 3067 m NVs a e aG 0.NIIN0 IF7G7R TOP FM PAI 031W O�0 ff BRACED WL I'mm TOE RVS PDt JDuf Q-d--�z (ADDITIONAL BLEDABD14 PILL NEW�OOOD O MEMBERO If ac AM TRUSSIWU TO BRACED WALL ATTACHMENT * P BR+®w1 PNtT O ,w Q (SEISMIC DESIGN CAT.A B.&C) C TINumJ 0.131 i5 TOP NUS OR DO JOET BR D•R 1 PA f aO� ..L. (� o. U C 0.13145 TOE NUS froagm N�U.SD FN31613BI11�D m a N Q V E LIM HOD DON RUED BIINEDD UL PANT. IEIw •— _ o BDE AID SPA=PER TRI!§OEM NAFD Po TABLE aD211 E �a��TOE aDNAILS ��� m �, 9iJOPD AAAI PNEL 9tTCFD WL PANEL BP/®WNL Pm Q .. w OR1IM IN OR SOD M c �BOER� W NE E � J C \_I PAU O O (A)0.1314Y FACE RNS Ot 6,31 a F7!£NNS FA1 413143'FACE NUS c / c•L O r , NDON:171=310 ULOO ALONG m tOP 'ZnNl- (4)P N� (4LL 1 OP'A M FAtlI RDOOD INALS -7V v Nus oar ac1=310iE7cD1 3�°F'Sror3 ff WAM WL PANEL TOE NVIS PDE 7 lVS1�� O L m 0.131 W TOE NUS Slid 1.111 N PW FULL IEIOif eDOOD O {ym� 0.13143'IDE WAS W 03 OR&ID jamcalfluJUSTi.. 1 E 1R7 /RAFTER TO BRACED WALL AITACHMEM o e'CA FROM FRxu° Z J (SEISMIC DESIGN CAT.Do.D1 &D2) ITY Dat To Sai RADE IN�T m�RDE BRAW WILL PANEL� °MEDIATION MY ROXW BMW m y� N U' Q O I \ 6 WI I ROUHMOOR�DmDNDmnE ��E SOA .X96191 L--`�CO � L d I q�FEss► NP Q L o o 1/2017 (D .� „ a d 2015 INTERNATIONAL RESIDENRAL CODE FlGURE R6D2108(2) N O x d r o i BRACED WAI I CONNECRON_W_HEN PAReI i E TO /CEILING FRWING _ O o AN EQUAL OR BETTER o,Q--� "' W CONNECTION DEVICE MAY BE SUBSTITUTED FOR ANY a o x o -W CONNECTION DEVICE LISTED. W m o o5� 36a L U O O , En O a- 3 4 5 6 0 . 60•_2• 17-41/z' 15'-21/2' 5'-10 1/2' 15'-3 3/4' W-1 1/2' V-5' 3'-11 1/4 \ • SIMPSO SIMPSON W STHDI4R 5'-1 1/2' STHDI4RJ 800 800# O \\ c�os 711 U -%A//"L- zr oUW wSIMPSON WS21O � M FROM JOIST TO -p 4-1cw EALL F . Ezz OSIMPSON SID STH4a 8001 (1)$I PSON• ITF � (1 I TO D . LS#18 T0� I I I II J01 UNDER O JOIST NDER■ I WALL 800#) j JJ WAL 800 Q E N \ L , ------------ o +' O 3 I 0 Z J N � O' /�\ C Q C/) N 1 1 1 EEEE N N m + OI ----- � /C\ z _____ --------------- ----------------- Q c3 W O O D ----- A c 0 Z LL w (riLd `� U I I oo� • I ' I rJ � � N I I I I I I L(/O U M I • I I 11+_c_-+� W I I I Oz I I ----- I I ' I N O W J W F' 0 n � i I Y 0 CC OO o 2� cl Ln E o W O -004- J \ I \ I I c`--+- m coN I I W � :03- 1 � •`Nv I � ^•� � J W. N 73 o- 9 'CODE--. - -..-- --' -- ,20151RC "� \~ 16R, ,[� �� g'_5 1/2 N--- a I#STO WES - 2---- - 6•-5' 11'-10 3/4' 5'_g 3/4' B•_6 1/2' ��� -rG DO v SEISMIC DESIGN CATEGORY B * * (WIND SPEED(3 SEC GUST) ,less than 140 60'-2' �T,4- ^p 'WIND EXPOSURE - C _ _ _ -Q L... 01 FAVE TO RIDGE HEIGHT ;6 FT__-- "' (L Q 0) 1 n 6 WALL HEIGHT ,8=6" O (o 0 W a. O r0 lD Do #VERTICAL BRACED WALL LINES ;See Charts Below Z AN EQUAL 0 R BETTER L HORIZON BRACED WALL LNES,See Charts Beiow (� - CONNECTION DEVICE MAY BE Q Q c, s ROOF/CEILUIG DEAD LOAD-PSF i15 PSF O 6'96197 �!i s- N U to m e Q -_�--- --- - - -- _ o �,Q� SUBSTITUTED FOR ANY o o x o 0 C11 GYP ON VS OF WALLS ,YES _� SCS-WSP 6d COMMON(0113"x2)NAILS AT6"O C_SPACING(PANEL EDGES)AND @77'O.0 (INTERMEDIATE SUPPORTS) FESS +, = c AOR 16 GA X 1314'STAPLES @ 3"O C SPACING(PANEL EDGES)AND 5"O C SPACING(INTERMEDIATE SUPPORTS)__�� 1/2017 __ Z) o c �_ _ CONNECTION DEVICE LISTED. a EXTERIOR BRACED WALL BRACED WALL TABULATED MIN WIND EXPOSURE RIDGE TO EAVE WALL HEIGHT WALL LINE ADDT'L 800# _ INTERIOR GYPSUM GYPSUM MIN BRACED WALL WALL LENGTH WALL MEETS a 'S = d - WALL LINE SPACING __ METHOD BRACED WALL TOTAL FACTOR HEIGHT FACTOR FACTOR QTY FACTOR _ HOLD DOWN BOARD FINISH BOARD LENGTH REQ•D PROVIDED REQUIREMENT 0-1�-0 Table R602.10.3(1) Table R602.10.3(2) Table R602.10.3(2) Table R602.10.3(2) Table R602.10.3(2) DEVICE (OR EQUIVALENT) FASTENING �_ w v 3 18.00 CS-WSP 9.00 1.30 0.88 0.925 1.45 1.0 1.0 1.0 13.8 17.25 YES '3: O .6 m 'e 4 18.00 CS-WSP 9.00 130 0.88 0.925 1.45 1.0 1.0 1.0 13.8 16.80 YES p X En io n w 5 27.60 CS-WSP 13.00 1.30 0.88 0.925 1.45 1.0 1.0 1-0 19.9 21.42 YES -O W _j a 6 27.60 CS-WSP 13.00 1 30 0.88 0.925 1.45 1.0 1.0 1.0 199 24.16 YES O m o rri B 34.00 CS-WSP 17.00 1.30 0.88 0.925 1.OD 1.0 1.0 1.0 18.0 42.50 YES O� O e o o •w C 34.00 CS-WSP 17.00 1.30 0.88 0.925 1.00 1.0 1.0 1.0 18.0 3700 YES Imo-31 U) 0 1vn o° ti O PAU( s O,� •c U3 c) a Lu401W n c �_ mo Lu " Q_ yogi 1 �O 096191 �i� O SOj ,s-4• Ago �P� n� V4 93� N 5._11/2" FESSI 112017 °' m- x v a -------------------- ------ ------ A +- ,�.� --------- ------- ----- ----- - -------------- o c (L) I I I QE I I I I (D L I L i L�1��� I I I I O C Q U) ILII IIII I I I I U) L-- 0 I •- 0) -------------------------------- l(��JJY �' I �-� V i- itL-----------------J I O Q C5 1.1_ Pw� \ r ■ // I c Z W V O O- LL 00 f C II I U cn() v \ llc� IIC II W II O )- II_ I _ \ -II I < I v ox W I I II I �-+�J O ri r-i I I p 0 d. I I I I 0 :� I I I I I I I cn 0 cn O Q O I I I I I I O_ I I I I I I O-4- m LL O._ U) X rn:3 c c (nL- Ow N �coDE -(2015 IRC -- AN EQUAL OR BETTER , , I Two STORIES CONNECTION�-�2=--- CONNECTION DEVICE MAY BE 2 o (SEISMIC DESIGN CATEGORY B Q.0 -1 1 n Z IWIND SPEED(3 SEC GUST) _ _ fess than 1_40 SUBSTITUTED FOR ANY G ul jWINDEXPOSURE C -�-i 7 0. 1 m °0 ry EAVETORIDGE HEIGHT _ _-_FT CONNECTION DEVICE LISTED. Q < o Y (WALL HEIGHT 0 �#VERTICAL BRACED WALL LINES see_Charts Below p " V) #HORIZONTAL BRACED WALL LINES ,See Charts Below o ROOFICEILING_D_EAD LOAD-PSF 15_PS- O - 0 GYP ON IIS OF WALLS _- jYES T__J _ _ D = o WSP 6-COMMON(0.113"x2")NAILS AT 6"O C SPACING(PANEL EDGES)AND Q12"0 C.(INTERMEDIATE SUPPORTS) - pl�� U M u7 $ !OR 16 GA X 13/4"STAPLES @ 3"O C.SPACING(PANEL EDGES)AND 6"O C.SPACING(I-EDIATE SUPPORTS) EXTERIOR BRACED WALL BRACED WALL _ TAB_ULATm MIN WIND EXPOSURE RIDGE TO EAVE WALL HEIGHT WALL LINE ADDT'L 800!# INTERIOR GYPSUM GYPSUM MIN BRACED WALL WALL LENGTH WALL'MEETS O •0 cn ---- -_. WALL LINE SPACING _ METHOD BRACED WALL TOTAL FACTOR HEIGHT FACTOR FACTOR _ QTY FACTOR HOLD DOWN BOARD FINISH BOARD _ LENGTH REQ'D _ PROVIDED _- REQUIREMENT p x N w Table R602.10.3(1) Table R602.10.3(2) Table R60210.3(2) Table R602.10.3(2) Table R602.10.3(2) DEVICE (OR EQUIVALENT) FASTENING -p O J W m M o ry A 1 15.33 WSP 5.50 1.30 0.76 0.90 1.0 1.0 1.0 1.0 4.9 6.60 YES _ r c ui 2 15.33 WSP 5.50 1.30 0.76 0.90 1.0 1.0 1.0 1.0 4.9 6.60 YE5 O d. � O a 0 rn y w A 13.75 WSP 5.50 1 30 0.76 0.90 1.0 1 0 1.0 1.0 4.9 5.10 YES 1-- � o N o° 0 s0'-2" u 17'-6" SIMPSON SIMPSON LD U BOOJ 2,062# oD14RJ 2,053 Cl- $ r ---------------------------------- ----------------------------- -- ----------------------- ----------------------------, _ 1,165 PLF I h �� \~ II1I III-------------------------------------------------------- I --------------- a ------------------II I U+O, S0c 090 w--------� ----- O I `>H � i� ° -121 ~ 4,106# I I d Concrete Slab. Reinforced W/ I I F-- z,ta0p O U SIMPSON j j I 6 II I STHD14RJ I I Welded Wire Mesh On 4° Gravel I I I I I I Q E 800# I I Bed On Solid 5oil. L---) I _J I I w I I la I I x^4,123# O (n I I I I I I I I I I 3-113/4' 2'-115/8' 2-11 518•4-9 1/2' 5'-9' 5'-9' I Z I I I L-i-J I I 3,671 3,6711_ I I_ 4,256 I 2,180 32'-6y2" 4,43x0 I < I I U W Z1801 1800 I -i----i -iso PLF 1 I 4,a34p 2.1800 o oJoP __i 4, --j z632pL J L_ J L _J L__ Lzs z Q I I I 2.1800 I r�- z I I A I 4.820/ o�l N I i � I I �y \^ I 17'-V/2 21'-3Ya" 26'-7Ya" L-_J w a q W I I LJ rn I I C 0— I I Q.I o\ o W r6 I a�J I I U U L i� -4- W ^�� 4 a^ �Ow O Z r- 4,370# 4,370# I I O O , a O I I UC'� v Q) i i opo UL EL LSI �r� oZ Q) Q) U > Q I I I I I 9820 ~ v I I O X W I I 2,06 1 L________________ ____________ ___________-___________ _ 41 Q) I I O.0 - 11 4,370# 4 3 M I I —4-— r, I 970 PLF Q� U ` --- ------------------------------------------------� I I 'W' I I I L- 0 W �// ----------- 1 I O--- W JJI I L__J 17'-515/6" q 1 2• i I i i — W Q V I I 1 I LLLJ & > n 1,68 2,185 1 I J•- U O v O° Poured Concrete Wall (9' -O° 1-Ilgh) on j j # _-_--___--_-t,fialp_ J I LE L-- 20' 20° x 12° Thick Poured Concrete Footing I -- - --- ------- ----- ------ I Cf)— L t.J I - '4- 13'-9 1/2" 13'-9 1/2" �i O L m 0 32'-7' 27'-7" 1'-3 1 J2' U n-(1) i O W s2 ¢ I i U C) o v Q) o� x ocnv 0 O NOTE: THE MEASUREMENTS ON THIS FOUNDATION NOTE: THE FOUNDATION DESIGN IS BASED ON ASSUMED SOIL BEARINGAN EQUAL OR BETTER �' Q D M i PLAN ARE SUBJECT TO CHANGE - REFER TO CAPACITY AND IS ONLY SUGGESTED AND SHALL NOT BE USED FOR cDn CONNECTION DEVICE MAY BE `o THE CONFIRMING ORDER AND PRINT. EXECUTION. THE FOUNDATION DESIGN SHALLED BE BASED ON SITE SPECIFIC SOIL CONDITIONS AT THE LOCATION SITE. THE FOUNDATION SHALL BE SUBSTITUTED FOR ANYC3 X o �I DESIGNED BY A LICENSED ENGINEER OR ARCHITECT IF REQUIRED BY CONNECTION DEVICE LISTED. OLLJ J n = N REGULATIONS OF THE PARTICIPATING STATE IN WHICH THE BUILDING IS aD JW m M o INTENDED TO BE LOCATED. 05/11/2017 O 0 3 m m ��— :2o cn o Cn 0 0 .�i a� W W n s✓ U O) 13'-9" L t- d o�� o O o> FIBERGLASS SHINGLES F OPEN JOIST 2000 \ TOP Oa \ �9 _ 15# BUILDING FELT �W N� 7/16" OSB ROOF SHEATHING RIDGE VENT (*) eo OF OPEN J01 000 3c x PRE-ENGINEERED ROOF TRUSSES ® 16" O.C. 3" 13'-3" 3" INSTALL 2x4 SiRONGARM Q R-38 INSUL. SEE SHEET 10.0 FOR DORMER CONNECTIONS a) INSULATION BAFFLE EVERY BAY a� o i AIL E- Q c Q U) DRYWALL W 5/8" x 3" O.S.B. COMPRESSION STRIP z I- 2x6 SPF (STUD) GRADE DBL. TOP PLATE �" DRYWALL (***) + Q W EXTERIOR FINISH 2x6 SPF (STUD) GRADE STUDS ® 16" O.C. T z (SEE EXTERIOR ELEVATIONS) N� R-38 INSUL. U Q CEILING BEAM CG2-1: VERTICAL BEAM: z w (1) 1.5" X 11.25" LVL. (2) 1.5" X 9.25" o p "= PER SIDE. (**) LVL. Cf) w 1/2" DRYWALL THRUST BEAM: o W o O DBL. 2x10 (SPF #2) PERIMETER R-21 FIBERGLASS INSULATION (KRAFT BACKED) (1) 1.5" X 14" LVL. N 3/4" OSB DECKING ** s✓ a�� z > U DRYWALL -D" � o— 5/8" x 3" O.S.B. COMPRESSION STRIP SHIEL WATER' -0 o J 2x4 SPF (STUD GRADE DBL. TOP PLATE ^ 2x6 SPF (STUD) GRADE DBL. TOP PLATE V) 2x4 SPF (STUD) GRADE STUDS ® 16" O.C. �U U EXTERIOR FINISH 2x6 SPF (STUD) GRADE STUDS ® 16" O.C. o Q (SEE EXTERIOR ELEVATIONS) �� 1/2" DRYWALL m Z ;, o m ^ .131" X 2.5" TOE NAIL ® 6" O.C. ® 1 8 U X.I Q Q O PERIMETER OF SILL PLATE PER ITEM 21 BUILDING WRAP LLc a- > TABLE R602.3.(1) IRC CODE. (****) R-21 FIBERGLASS INSULATION (KRAFT BACKED) 3'-9 7/e' .j 1E Q J 2x6 SPF (STUD) GRADE BOTTOM PLATE 0- O FIRST COURSE OF SIDING (**) DBL. 200 (SPF #2) PERIMETER 3 4" OSB DECKING ** c c 6� V v SOLID BRIDGING SOLID BRIDGING O Lu� Q9 a 7/16" OSB SHEATHING O m STRIP (**) o 00 o EXT. FINISH STARTER STRIP (**) N-p L o i n Q O Cn W mCO 6 s- O_ of \ 9 QF o E�/(/ Q Q _ s VCo : m N PAULSyO� �� o X oU, V � F 0 i c 0- V M o w 0: m w C L 0O X N o n w OA 09619 v� J w m o 9OFES SI NP 1/2017 m 0 o D o m -c CZ g E u o 0 w I-- 3:V) o yr o a O cf) O'-- L - �j O -f-0 144 ,NY 4-1 \ CWh RIDGE VENT O N Q E SEE SHEET 10.0 FOR DORMER CONNECTIONS R-38 INSUL. (***) R-38 F.G. INSUL. 0 0 FIBERGLASS SHINGLESQ- 15# BUILDING FELT -� 0 Q � a 7/16" OSB ROOF SHEATHING (2) SIMPSON STRONG TIE A34'S „ � PRE-ENGINEERED ROOF TRUSSES ® 16” O.C. W 6 (2) 2x6 SPF 2 HEADER. '•.` - �' z R-21 INSUL. (***) o (2) SIMPSON STRONG TIE A34'S ,``�'�G' a Q W �� R-21 FIBERGLASS INSULATION z C) INSULATION BAFFLE EVERY BAY oto `�'(� c z L�j J HINGED KNEE WALL `sy5' FLASHING (***) O 16d TOE NAILS @ 6 O.C. TYP. DORMER +,� � L- TO FASTEN TOP OF R-19 INSUL. (***) SITTING ON V) OVERHANG TO HOUSE (****) GIRDER TRUSS. O Lv o O 2'-o'ICE & AIR BARRIER (***) '� O !Y WATER SHIELD 3/4" OSB DECKING (**) i ` Uo Q ALUM. DRIP EDGE SOLID BRIDGING SOLID BRIDGING > U ALUM. FASCIA COVER— DRYWALL DRYWALL R-38 FIBERGLASS HD INSULATION ::3o OVER 1x6 SUBFASCIA _0 ox W W ** 5 8 x 3" O.S.B. COMPRESSION STRIP 3/8" x 8" LAG SCREW ® 32" O.C. (*) N-�-�w PERFORATED VINYLE SOFFIT ( ) / " 2x4 SPF (STUD) GRADE DBL. TOP PLATE 5/8" 2" O.S.B. COMPRESSION STRIP a rZ 16d TOE NAILS ® 12" 2x6 SPF (STUD) GRADE DBL. TOP PLATE / r o,o::E _ �+ O.C. TO FASTEN EAVE *0 2x4 SPF (STUD) GRADE STUDS 0 16" O.C. INSTALL 16" LONG CS2O —a— V HOUSE ( ) SIMPSON STRONG TIE STRAP AT o Q 2x6 SPF (STUD) GRADE STUDS ® 16' O.C. EXTERIOR FINISH = BACK OF EACH TRUSS W/ (8) - o (SEE EXTERIOR ELEVATIONS) 1/2" DRYWALL m Z cn 10d NAILS INTO EACH END OF C�4— W W STRAP INSTALLED IN FACTORY Q � m O 7/16" OSB EXT. SHEATHING v N .131" X 2.5" TOE NAIL ® 6" O.C. ® �- > BUILDING WRAP x w PERIMETER OF SILL PLATE PER ITEM 21 2x4 SPF (STUD) GRADE BOTTOM w¢ J.- ,J TABLE R602.3.(1) IRC CODE. (****) R-21 FIBERGLASS INSULATION (KRAFT BACKED) PLATE a�` ) O 2x6 SPF (STUD) GRADE BOTTOM PLATE U FIRST COURSE OF SIDING (**) DBL. 2x10 (SPF #2) PERIMETER 3Z4- OSB DECKING ** N~ (n � o w V SOLID BRIDGING SOLID BRIDGING °r°z 4-vim- Q 2x10 SPF #2) FLOOR JOIST ® 16" O.C. o 7/16" OSB SHEATHING R-19 FIBERGLASS INSULATION (KRAFT BACKED) (*** IN THE BUILDER m.,4-0 m STRIP (**) 3/8" x 8" LAG SCREW ® 32" O.C. (*) Q)-p L o EXT. FINISH STARTER STRIP (**) 0_0 i G 0 w o 'Om co ��pF NELy� L ¢ co L- U U t0 m o u ��P PAUL o n o o b (n b Ei tzyj�� w m Z O F 09619 !�� o w -1 m W C 90FES'Sl NP 1/2017 o yr o a w i— �(n } U) a�_1 \ W 'n.s✓ o� 0• �11ha 0­ 0 NCl Hp CEILING 13'-9" O :50 >�p 1) 1.5"CX 9.25 BEAM:L -0-+, n 2 3�4' O , w`o ( PER SIDE. TOP OF OPEN JOIST 2000 w \ �9 " U U— m FIBERGLASS SHINGLES SIMPSON STRONG TIE °' _0 • BO OF OPEN J01 000 A35 EACH TRUSS TO 15# BUILDING FELT 3S° 13'-3" 3' o RIDGE (**) INSTALL 2x4 STRONGARM 7/16" OSB ROOF SHEATHING •� PRE-ENGINEERED ROOF TRUSSES @ 16" O.C. (2) 2xg', S F. 2 12 (**) 4.750 2x4 DONT. NAILER O INSULATION BAFFLE EVERY BAY2u6 CONT. NAILER 4_j0 ALUM. DRIP EDGE 0 Q ALUM. FASCIA COVER 2x2 CONT. NAILER W OVER 1x6 SUBFASCIA s - z DRYWALL R-38 2FIBERGLASS HD INSULATION PERFORATED VINYLE SOFFIT ** \A-5/8" R-38 FIBERGLASS HD INSULATION ( ) 5 8 x 3" O.S.B. COMPRESSION STRIP SIMPSON STRM(C 16d TOE NAILS @ 12" / TIE WS28 JOIST � �12 � � z W O.C. TO FASTEN EAVE TO 2x6 SPF (STUD) GRADE DBL. TOP PLATE CHANGER. (**) a (****) = R-21 FIBERGLASS ,� Q HOUSE 2x6 SPF STUD GRADE STUDS @ 16" O.C. - w INSULATION (KRAFT c Q z W (STUD) c = AIR BARRIER BACKED). � EXTERIOR FINISH 1/2" DRYWALL z *** ) '_'`'- m LL z / ( ) BUILD OUT Uj w (SEE EXTERIOR ELEVATIONS) BACK KNEEWALL 0 w o 7/16" OSB EXT. SHEATHING 0 FOR R-21 0 0f v BUILDING WRAP HINGED-/ INSULATION 0 U [j D R-21 FIBERGLASS INSULATION (KRAFT BACKED) KNEE<}tIA - ICE &2'-0' (***) �U DBL. 2x10 (SPF #2) PERIMETER 2x6 SPF (STUD) GRADE BOTTOM PLATE WATER O OUQ) TOP OF OPEN JOIST 2000 4384" OSB DECKING SHIELD 2x8 (SPF #2) RAIL a 0 z > U n SOLID BRIDGO D ox 0 W DRYWALL 5/8" x 3" O.S.B. COMPRESSION STRIPo.o:E _ DBL. 2x4 SPF (STUD) GRADE DBL. TOP PLATE 5/8" 2" O.S.B. 1�PRESSION STRIP o V) V 2x6 SPF (STUD) GRADE DBL. TOP PLATE _ Q 2x4 SPF (STUD) GRADE STUDS @ 16" O.C. _ _ L 0 w ♦^ 2x6 SPF (STUD) GRADE STUDS @ 16" O.C. - ,"-, �+, m V J EXTERIOR FINISH 1/2' DRYWALL co = p v) (SEE EXTERIOR ELEVATIONS) z x Q Q O 7/16" OSB EXT. SHEATHINGLL J.E Q) i .131" X 2.5" TOE NAIL @ 6" O.C. @ U o �- L O BUILDING WRAP V PERIMETER OF SILL PLATE PER ITEM 21 2x4 SPF (STUD) GRADE BOTTOM w¢ �'c TABLE R602.3.(1) IRC CODE. (****) R-21 FIBERGLASS INSULATION (KRAFT BACKED) PLATE w (/) � Q 9 2x6 SPF (STUD) GRADE BOTTOM PLATE U_ 4- -- Z a FIRST COURSE OF SIDING (**) DBL. 200 (SPF #2) PERIMETER 3 4m @SS1B DECKING ** ~ 0 m STARTER STRIP g=SOLID BRIDGING SOLID BRIDGING °r°z0 Lu 200 (SPF #2) FLOOR JOIST @ 16" O.C. BY BUILDER N-0 16 IN THE FIELD con-'-' w \-R-19 FIBERGLASS INSULATION (KRAFT BACKED) (***) 3/8" x 8" LAG SCREW @ 32" O.C. (*) o f NEW a Z3 °'- ¢ L O U m m o 0 O� 04 0 x b v, � E * d * (� Q� U - o CJS w W C.0 c: to w 2(P�O,o 096191 �!� N J w m N c �PES SI NP 1/2017 Ln o o a u F- U) 4- 0 �1\ +; 8 o 05-a v c- a s -- o�� o O+' Soil 1 �w KYG \ pW of dm RIDGE VENT (*) -'-' �9 x° U m O 4) LZ E 2x4 CONT. NAILER 2x6 CONT. NAILER 7/16" OSB ROOF SHEATHING o N R-38 FIBERGLASS HD INSULATION o Q 12 FIBERGLASS SHINGLES 0 :• N12 15# BUILDING FELT Q U 2x2 CONT. NAILER Q Q R-21 FIBERGLASS CCB638 D PRE-ENGINEERED ROOF TRUSSES ® 16" O.C. o Q INSULATION (KRAFT AIR BARRIER OUT W BACKED). (*** BACK KNEEWALL Z o FOR R-21 ICE & +J a U BUILD OUT INSULATION WATER c L.-:z W BACK KNEEWALL co (***) SHIELD O — LL FOR R-21 AIR BARRIER 2-0' �' Uj w z INSULATION (***) INSULATION BAFFLE EVERY BAY o Ld o O *** " HINGED O !Y KNEEWALL U vi F 3/4" OSB DECKING (**) ALUM. DRIP EDGE SOLID BRIDGING SOLID BRIDGING :3 o 0 ALUM. FASCIA COVER o z > r , CG1-2: 2 1.5"x9.25" L.V.L. WITH 1 2" SiH DRYWALL-" OVER 1x6 SUBFASCIA v ( ) / R-38 �IBERC�,LASS HD INSULATION .I-W W w STEEL FLITCH PLATE 5/8 x 3 O.S.B. COMPRESSION STRIP PERFORATED VINYLE SOFFIT (**) J '^ EACH SIDE OF MATELINE 2x4 SPF (STUD) GRADE DBL. TOP PLATE 16d TOE NAILS ® 12" o C U) 3/8" x 8" LAG SCREW ® 32" O.C. (*) 2x6 SPF (STUD) GRADE DBL TOP PLATE O.C. TO FASTEN EAVE TO o.o� _ 5 8" 2" O.S.B. COMPRESSION STRIP = 2x4 SPF (STUD) GRADE STUDS 16 O.C. **** 0 UQ ♦^ / _ Lu 2x6 SPF (STUD) GRADE STUDS ® 16" O.C. HOUSE ( ) �,/) EXTERIOR FINISH '- � o z1/2' DRYWALL (SEE EXTERIOR ELEVATIONS) _0 0�_ m 7/16" OSB EXT. SHEATHING - Q O o U BUILDING WRAP 131" X 2.5" TOE NAIL ® 6" O.C. ® LG x PERIMETER OF SILL PLATE PER ITEM 21 J J w¢ 2x4 SPF (STUD) GRADE BOTTOM �w R-21 FIBERGLASS INSULATION (KRAFT BACKED) TABLE R602.3.(1) IRC CODE. (****) a_ " w %" OSB FLOOR SHEATHING PLATE 2x6 SPF (STUD) GRADE BOTTOM PLATE U �F 4 DBL. 2x10 (SPF #2) PERIMETER FIRST COURSE OF SIDING (**) O w U m z SOLID BRIDGING SOLID BRIDGING4-11-Z3 --STARTER STRIP (**) 4 `1- Q 2x10 (SPF #2) FLOOR JOIST ® 16" O.C. O L m BY BUILDER A (D m w IN THE FIELD 3/8" x 8" LAG SCREW ® 32" O.C. (*) R-19 FIBERGLASS INSULATION (KRAFT BACKED) (***) a�-0i ,. o�0 W o co m m a. m o d N PA S�O� o-n o x m > 'p m D co O OCG y o n 096191 �� w m Z o M a 9�FESS► Np'1/2017o o a y F-- U) . w O N i � U W •ac o� U N O So>�� O NN KY .00M.= BLOCKING EACH BAY. x RIDGE VENT (*) U 0 G 12 O �12 FIBERGLASS SHINGLES 15# BUILDING FELT -o O 7/16" OSB ROOF SHEATHING a pF ������ ` MID SPAN BEAM: (3) PRE-ENGINEERED ROOF TRUSSES ® 16" O.C. 0 1.5" X 11.25" LVL Q U) W SIMPSON A35 FRAMING + 0 ANGLE FASTEN w/(6) -o ZQ 8d EACH END INTO -F W TRUSS & INTO PLATES R-38 FIBERGLASS (1) 2X8 SPF #2 (MID INSULATION (KRAFT .� o c3 � Q SPAN BEAMS). ICE & BACKED) c Z W WATER VERTICAL BEAM: 0 0— L1._ SIMPSON H2.5T SHIEL (2) 1.5" X 9.25" w HURRICANE TIE FASTEN z�-�" LVL. Cn m W o w/(5)8d EACH END THRUST BEAM: oc 0 D.,� INTO TRUSS & INTO U i v (2) 1.5" X 14" LVL Cn PLATES JOIST HANGER c 0 7D ------------- ------------- ALUM. DRIP EDGE z TEMP. 2X FRAME __ 4-TEMP_2X FRAM __ :3o— ALUM. FASCIA COVER o X W W R-38 FIBERGLASS INSULATION (KRAFT BACKED) OVER 1x6 SUBFASCIA 0 �W 5/8" x 3" O.S.B. COMPRESSION STRIP PERFORATED VINYLE SOFFIT (**) c -i 0 I _ 16d TOE NAILS ® 12" U, o.o = 2x6 SPF (STUD) GRADE DBL. TOP PLATE O.C . TO FASTEN EAVE TO — 0 2x6 SPF (STUD) GRADE STUDS 16 O.C. HOUSE (****) cn W = 7/16" OSB EXT. SHcm DEATAING EXTERIOR FINISH -v 0��+ BUILDING WRAP (SEE EXTERIOR ELEVATIONS) c m V J R-21 FIBERGLASS INSULATION (KRAFT BACKED) v,c O 2x6 SPF (STUD) GRADE BOTTOM PLATE O o 1' X 2.5" TOE NAIL ® 6 O.C. ® X 7 x v DBL. 2x10 SPF 2 PERIMETER W e v- ( # ) RIMETER OF SILL PLATE PER ITEM 21 J.- J _jii R-38 FIBERGLASS INSULATION (KRAFT BACKED) (***)ACTAELE R602.3.(1) IRC CODE. (****) a w %4" OSB FLOOR SHEATHING c O U } 2x10 (SPF #2) FLOOR JOIST ® 16" O.C. (n a 9 Ing SOLID BRIDGING BY BUILDER 3/8" x 8" LAG SCREW ® 32" O.C. FIRST COURSE OF SIDING (*% *) 0 0-0 0° IN THE FIELD STARTER STRIP (**) ,�_ c m If STEEL BEARING PLATE - VERIFY SIZE -0 o co m co ry REQUIREMENTS w/ LOCAL BUILDING OFFICALS ! F NE Q ¢ •I k V 11,11- vV O U co PAVE S O,p 0 II o x s 0CK '° o -Ci ❑ ,� h �o * U) U c=i M o a rn > �c r- �� W o! w v � 0X Nom ua �O 096197 Qi= W --T A V NJW moo ^ 9�FES S1 NP 1/2017 O o S o 0 m o a w 1- 3:U) CON#1 �- OF NEIN PAU( y0 (2)0.131"X 3"NAILS (1)CS16 STRAP O OP p�� Sy �� CON#2 (2)0.131"X 3"NAILS (EACH TRUSS). 30"LONG •�-I-- CO* ,`•Z ` * (EACH TRUSS)END w/(11)10d NAILS @ �V • a CON#6 GRAIN EACH END OF •a�+; \ W STRAP 0- Lu _z EVERY THIRD o0 o z (P C4 TRUSS(") (2)0.131 X 3 o F� °9619"1 RIDGE BOARD TO NAILS(EACH o syr A90FESS► XA RIDGE BOARD:(2) TRUSS). 17 0.131"X 2.5"NAILS PER BAY. �� • CON#7 DETAIL 1A-16 DETAIL 1C-1D DETAIL 2A O a) CON#4 (RIDGE BOARD TO TRUSS TOP CHORD) (RIDGE BOARD TO RIDGE BOARD) (FLIP BOARD TO TRUSS TOP CHORD) Q E (SET CREW CONNECTION)_ (SET CREW CONNECTION) (2)0.131 x 3" SHEATHING LAP (8)0.131"X 3"NAILS o HINGED MONO - STORAGE TRUSS NAILS PER BAY. ACROSS JOINT,(5).131" EACH SIDE OF -+- o ALL CONNECTIONS BASED ON REACTIONS PROVIDED BY TRUSS X 3"NAILS EACH SIDE, SHEATHING LAP( ) o MANUFACTURERS TRUSS DESIGN. EACH TRUSS Q U) REFER TO INDIVIDUAL TRUSS DRAWING FOR ADDITIONAL MANUFACTURER W �� SPECIFIED CONNECTIONS Z Z . o Q O (2)0.131"x3"NAILS Z LTS12 Simpson STRAP @ FROM RAIL TO STUDLij EACH TRUSS(-)(6) 10d o L Z p NAILS INTO EACH END o LL. +'``- w OF STRAP. W DETAIL 2B DETAIL 2C DETAIL 4 0 0 N (FLIP BOARD TO FLIP BOARD) (CONNECTION ACROSS FLIP JOINT) (TRUSS TO TRUSS ACROSS MATE LINE) v vi 0 z (2)0.131"x3"TOE NAILS c i� �7 FROM RAIL TO JOIST (SET CREW CONNECTION) 11(SET CREW CONNECTION) 11(SET CREW CONNECTION) Q 0 L DETAIL 5A (BUMP-OUT KNEE WALL TO BOTTOM CHORD) -p ox WQ (SET CREW CONNECTION) HURRICANE TIE o w � 1 HURRICANE TIE Q Ca- `•J (1)LSTA12 SIMPSON STRAP @ FASTEN w/(5)8d o.o� Z EACH TRUSS,24"O.C.PER EACH END INTO 0 V) Q v J LTS12 Simpson STRAP @ ATTACHED TRUSS SPACING. RAFTER&INTO - W EACH TRUSS (-)(6)10d 2 0.131"x3"NAILS 0 0-� FROM RAIL TO STUD COLLAR TIE WITH PLATES. o INTO EACH END (6)0.131"X 3"NAILS o.�4- NAILS Q OF STRAP. x 0 (3)0.131"x Y TOE NAILS w C �•E a) J FROM RAIL TO BOTTOM - L co 0 CHORD. �'- V DETAIL 7 DETAIL 7 U o w (EXTERIOR WALL TO TRUSS) (EXTERIOR WALL TO 4-4- =3 0.131"x3"TOE NAILS RAILS TO RAFTER T L-- (2) 0 m FROM RAIL TO JOIST DETAIL 5 DETAIL 6A i BLOCK #8 X 1.25"X 16GA Q a) T\ i G (KNEE WALL TO BOTTOM CHORD) (COLLAR TIE TO TOP CHORD) �� 3"SCREWS& STRAP-USE(11) p � w w b m o0 ry i .131"X 2.5"NAILS @ 0- L ¢ . d (SET CREW CONNECTION) (SET CREW CONNECTION) RAILS TO EXT. EACH END OF L a� o m : w WALL W/(2)#8 X o x o V) U 3"/4"SCREWS. STRAP,EACH � o G MARRIAGE WALL = u) o CALCULATIONS PER SIMPLEXSTU D TO TRUSS •��� M W DETAIL 7 L o E w INDUSTRIES CALCULATION PACKAGE (FLIP OVERHANGE CONNECTION) DETAIL 4 -� o w a n (TRUSS RAIL TO MARRIAGE WALL STUDS) o o m E mrz y (SET CREW CONNECTION) c 0 w F— U) 8` rn o a CON#1 AL PER C CULATIONS .� U) VAULTED TRUSS °_' `v • SIMPLEXINDUSTRIES ALL CONNECTIONS BASED ON REACTIONS PROVIDED Q c \ o s CON#2 BY TRUSS MANUFACTURERS TRUSS DESIGN. O'N c CALCULATION PACKAGE REFER TO INDIVIDUAL TRUSS DRAWING FOR L o O �y o ADDITIONAL MANUFACTURER SPECIFIED 1 'go °>x CONNECTIONS \ W>a U 0 'm O N Q E N N +Oco ' O 4-0 Z3 Q CON#7 w U) Z z 0 O o Q NOTE:IF END GRAIN SEE SHEET 8.0 2 FOR IF END GRAIN FASTENER IS USED z CONNECTION IS USED FORFOR CONNECTION'IX THEN A CONNECTION'1A'AND 8 0 3 FOR CONNECTION'1A'THEN ACONNECIION'19. STRAP MUST BE USED FOR TENSION. �U STRAP MUST BE USED FOR SEE CONNECTION'1D'SHEET 8 0.5 f= Z W TOENECTI N ETIONS. N p TENSION-SEE DETAIL'1D' FOR STRAP REQUIREMENTS O p V CONNECTION OPTIONS. LI_ SIMPSON A35 OR EQUIVALENTv) W w/CAPACITY FOR GRAVITY AND -�J m ' UPLIFT LOADS INDICATED ON 00 O 0.,� V) APPROVED TRUSS DRAWING U I_ V 7 i 0 Z % =3 Oz > O SEE SHEET 8.0.4 FOR 0 O IX W CONNECTION'1C'and SIMPSON A35 OR EQUIVALENT J O U 8.0 5 FOR CONNECTION w/CAPACITY FOR GRAVITY AND p T 1D'REQUIREMENTS UPLIFT LOADS INDICATED ON 0.2::E 2 �/� _ �v^♦ DETAIL 1A-1B DETAIL 1C-1D APPROVED TRUSS DRAWING —0� V VJ DETAIL 2 (RIDGE BOARD TO TRUSS TOP CHORD) (RIDGE BOARD TO RIDGE BOARD) LOWER TOP CHORD AND RAFTER E p -o p�-' W V) m TO MID-SPAN ROOF BEAM o c cn X M73 W J v SIMPSON HANGER OR EQUIVALENT O W/CAPACITY FOR GRAVITY AND UPLIFT LOADS AS INDICATED ON w U APPROVED TRUSS DRAWING SEE SHEET 8.0 8 FOR CONNECTIONSEE SHEET 8 0.13 3 FOR REQUIREMENTS-STRAP AND SHEATHING OVERLAP OPTIONS THE INTERCONNECITON O L m �u �� OF MULTI-PLY LVL p Go 00 0 m (D O 1 6 p cN W o `� m OF NEHm i Qom ,✓ ¢ C) d L p U m o u N SEE SHEET 8 0.13 3 FOR — J ��P�O PAUL syOr pSEE SHEET 8 0 13.2 FOR o o U c THE INTERCONNECTIONREQUIRED CONNECTION * �� O * U Q U M OF MULTI-PLY LVL — DETAIL 2C DETAIL 7 DETAIL 7A-7B �, W .6 TOP CHORD FLIP CONNECTION VERTICAL HEEL BEAM TO SIDEWALL THRUST BEAM TO 2to ON SITE BOTTOM CHORD CONNECTION BOTTOM CHORD CONNECTION �'� _� o x N o w 09819- -0 W -i J a ROFESSI NP 1/2017 p_� w I— 3-1(n v V) v a° x ++ X • SOAKER `2 BIZ SIT TUB p, DW (***) 1 I 1 �� 1 HIGHCn 1/2" �1 J21/2 '� �PS LOOP/AIR 1/2„ -1/2's 1 2„ 71/2's 1 2„ 1/2 �+ � . GAP / / STOP VALVE �� `� / .� 3 4 N o HOSE TO " TYPICAL TYPICAL BOILER TYPICAL KITCHEN TYPICAL LAV/ '� I2 I� ,� IZ WYE �--� y°�.= 1 FITTING OW (***) 1 I c° ¢a¢ O TUB WASHER DRAIN SINK w/ DW KITCHEN SINKTYPICAL TYPICAL TYPICAL TYPICAL KITCHEN KITCHEN -g SUPPLY SUPPLY VALVE SUPPLY SUPPLY TUB DRAIN WASHER LAV. SINK DRAIN / VENT SINK VENT DRAIN VENT DRAIN w DW1 0-. � VENT0 co �F Q C W 1/2» 1/2» 1/2„ —1/211 /2» Cq 2 �, ��� tl/211 T z . � LZ W TYPICAL TYPICAL TYPICAL TUB T �� F S �� u. ,' �' o 0 W.C. SHOWER SHOWER qF</F� / �� S IZ ,, ,, F� Lam; CIS 2 0UJ �E _ SUPPLY SUPPLY SUPPLY ��'F F'�'V/c TYPICAL TYPICAL ��PICAL " �� D F W.C. SHOWER TUB/SHOWER z opo TYPICAL SUPPLY SCHEMATICS DRAIN DRAIN DRAIN TYPICAL MAIN VENT pox W PLUMBING NOTES: VENT VENT VENT / FUTURE VENT °' TYPICAL D.W.V. SCHEMATICS ��- _ 1. All drain lines to be PVC II cn U 2. All factory plumbing for ranch, cape and first floor of two story models are stubbed through the first floor only. Plumbing on the second floor ofN •� E o Q —� two story models are run to a cantral area in the second floor where connections can be made to the first floor stubbs in the ceiling cavity ��F NE -o 04- W through either a ceiling or floor access. The materials to make these connections between floors are to be provided and installed by others on site ,�Q-0�.� PAUL s�,p o � per local/state codes. ,�� r * x M Z Q 3. Plumbing below ranch, cape and first floor of two story models is not provided by the factory. ° ( O 4. * denotes 3 frost free vents where required. m .U' 5. Factory not responsible for on site connections. 2�� _ 0 U 6. All water lines to be copper type V w/ lead free solder or pex. oA 09619' ��, o Z3 7. All fittings for water lines to be bronze or wrought copper or pex. 9C)Fessi NP >-p 8. All plumbing below floor must conform w/ local and state codes. 1/2017 -t-' s 9. All waste and vent lines to be PVC w/ salvent welded joints. D- 6 LEGEND o Q, W o s 10. Tub and/or shower shutoff in basement by builder/dealer. a L a -' Q ry 11. 0--I Facto installed shutoff. COLD WATER SUPPLY PIPING �, � o P' 12. Cold Water. Hot water. HOT WATER SUPPLY PIPING 0 - N W ; o r 13. All vents through roof increase to 3". VENT PIPING o 14. All vent piping connections shall be the responsiblity of the builder/dealer DRAIN/WASTE PIPING �� M W 15. Anti-scold device throughout the house. 4= 16. 1.6 Gallon flush throughout the house. o g e Z, 17. Maximum pressure: the static water pressure shall be not greater then 80 psi. Where the main pressure exceeds 80 psi, an approved pressure o w T reducing valve conforming to ASSE 1003 or B356 shall be installed on the domestic water branch main or riser at the connection to the water o 0 3 y service pipe. !E C-N ° o �, oa w J4 1 1 1 O (n 13'-4 3/4• NOTE: PLEASE MARK THESE PEAK SECTIONS SO SEI CRgf-b s t s' t'-o•t'-o' INSTALL SECTIONS IN CORRECT LOCATIONS rONS DOUBLE 2x6 SPF2 RIDGE BOARD ' a0 7'-4 3/4' s'-o" 5'-0' 6_l 1 e. (CP2-1) (CP2(CP2-1) and (CP2-2) ( P1-1) and (CP1-2) ( P1-1) andCP1-2 -2� o l'-D"t'-o'1'-o"1-o"1-D" s /ts \ s�No t'-o"t'-o"t-o°t'-o•t-o't'-o^t'-o^t'-o^t'-o 1- 1'-0'1'-D 1'-0"1'-0so o 9 o a� a� +0' p Q �, ---------------------------------- ---------------------------------- Z 0 Q ii o 1 NOTE: PLEASE MARK ALL PEAK SECTIONS i u �� -{--' Q NOTE: A 3/4" TOLERANCE IS PROVIDED A S SH 0 WN I N P AR EN TH ESQ S.. NOTE: A 3/4" TOLERANCE IS PROVIDED Z W AT ALL DORMER CRICKET PANELS. AT ALL DORMER CRICKET PANELS. +' a Lj � SHIMMING MAY BE REQUIRED TO HAVE SHIMMING MAY BE REQUIRED TO HAVE c: S_z W CRICKET PANELS IN LINE w/ MAIN ROOF. VARIES CRICKET PANELS IN LINE w/ MAIN ROOF. � LJ.. I -� w o o� tz 0 Oz > U -0 ox W _ 111X c NOTE: PLEASE MARK THESE PEAK � .o ?mss o 2: _ y 71 /e. -fes— SECTIONS SO SET CREWS INSTALL ,, o� Q SECTIONS IN CORRECT LOCATIONS 1�'1 $�I e s� ?9i� , e O W 4'61I� 1�� '9 a B D—O 4- m •� � 6.8 8�T/1 1 6 6 x O)Z3 1X0i$ 3\ gds /g. J!E 0 J cn p FASTEN CRICKET PANELS TO ROOF �'$ e�� '/a• cn s- o W LJ WITH (3) 16d NAILS AT EA TRUSS FASTEN PANELS AT RIDGE WITH #8X3" L- m WOOD SCREWS STAGGERED AT 3" O.C. T 0 FASTEN EACH PANEL TO PANEL WITH E o G #8x3 SCREWS AT 3" O.C. o� w o co ry 2x8 SPE#2 RAFTERS OF NEW y o oco ° d o O BUILD (1) OF EACH �P �.� PAUL S O,A }, Uo USE SPE#2 MATERIAL FOR ALL CONSTRUCTION *c',��° d 2 0 Li px N o n C? i STANDARD CRICKET PANEL DETAILS ��,� �9619� ��� o m y SCALE: 1/4" = 1'-O" 5-26-05 RDL 9�PESS1 NP 1/2017 Fes- o N o a w y, a � O Z O g. O .0o>" �N n. 10'-10 �¢n w 10'-10 7/8'2x8 RIDGE U \ c m x 2'-4' START 16' O.C.THIS END 2X8 RIDGE LSTA18 EVERY RAFTER FASTENED 1 , �; W/ (7) .131"x2.5" NAILS EACH END 1'-0. 12 L- IP 4) aE s LADDER FRAME OVERHANG- 2x6 VERHANG 2x6 RAFTER ins• 6• N FASTEN EACH RAFTER T O 2x6 CEILING JOIST PLATE W/(2) #8X3" H2 5T SCREWS TOED. N r , EACH RAFTER aO+ p Q 7'- 3/8' Lu(2) 2x6 HEADER W/ O Q ui FASCI LIP i 6 1/ Lusts HANGER — O ROOF SHEATHING 6 O 3046 INSTALLED BELOW y\`y '4- p 2x VALLEY BOARD �/'\ O z O 1� � w • U Z w -4' \'`6 O o LL �ow +'4-Uj FASTEN BOTTOM PLAT TO , p W 0 JOIST W/ J8x4" SCR O Qf Ly., ® 6" O.C. (TYP) (sses) U U)N U !` p ui Opp ' 6'-5 3/16' 5'-6' Q O Z SHIM 6'-7 3/16' 3'-5 1/2' -Q ox L11 O-+--'LLJ O c J lo in p C 2x10 HDR o 2:2 = i N � aIca cn Q s ;,'cotD ++ W n 2 1 ' rn �I 16 m \ 4- m Li m 'i L" �`b\ 3046 U) i Lo- a) ss Q r 4 �o 1 -q- �. X 2x6 RAFTERS �, W C 0- 2x6 FASCIA J - J CUT 10 s. °�- c LQ) 0 CUT 1 LEFT 1 RIGHT 10 m 4'-1 1/8' Cn O w 3'-2 1/2' I n Q 9 a 20 DORMER SIDE WALL20` BUILD (2) 10 1/4' 10 1/4' BUILD(Rj ER GABLE WALL A co m m s 2x4 DORMER FRONT WALL BUILD (1) -a L o 0-a) :3 ry 0 � i LU(L o co mT� f EOF NEWCD Y u~) m -0 w Tn i W D 2� LOX o E� F N o n SOA 09619 �li� _0O J W m v o co R0FESSI NQ`1/2017 - o cn o a SURVEY OF PROPERTY a t EAST MARION TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 1000-22-04-16 YACCARINO SCALE: 12=40' 01-03-2017 kk JANUARY 3, 2017 _ ! JANUARY 26, 2017 (REVISIONS) FEBRUARY 22, 2017 (CERTIFICATION) co ` MARCH 21, 2017 (REVISIONS) 1 MARCH 29, 2017 (CERTIFICATION ADDED) 1 RAIN RUNOFF CONTAINMENT LOT 13 ' HOUSE = 1851 sq.ft. pWEL��N� GARAGE = 384 sq.ft. 1 POOL HOUSE = 432 sq.ft. - 2631 sq.ft. 2631 x 1 x 0.17 = 447 cu.ft. 1 PERVIOUS DRIVEWAY = 2760 sq.ft. PIS 0 1 ;o. I2760 x 0.8 x 0.17 = 375 cu.ft. 1 822/42.2 = 19.5 V.F. V ALAN T PROVIDE (4) DRYWELLS 80 x 6' DEEP 1 LO AREA � "a-►- PROPOSED 1 LOT COVERAGE '` �� �g401 0.^� _ �j F HOUSE = 1215 _ - SI "E a 6 '� GAN GARAGE = 384 , N7c�dr2'40 EP VA /� ACCESSORY = 432 �'o•, LOT (P. N/O OWN OF POOL HOUSE = 576 rim _ 50 2607 Z�j !SOO 2607/20032 = 13°70 = 1 u/G E��EGTF/� v1�' GUEA 51.0 A 'PROAcs e�� / OUT Mg! wain y 0.011 A F INVo 7Q Lb)13.3 0 r� 13.3 o WQ v1 '�St.,' ��0 00'-3a. V PROPOSED SEPTIC SYSTEM T rim /' rn P o, V ALAN .� o.� _�s0 i �'rn a — (3 BEDROOM HOUSE WITH) (POOLHOUSE BATHROOM) � dt��?�;:;', -° o�� �� � P►rE 1-PRECAST 1000 GALLON SEPTIC TANK S ` ', q5 1-8' LEACHING POOLS 12' DEEP b 1 W -'- O. PROP�Q E�PPL WITH 3 SAND COLLAR 3 MIN. ABOVE p GROUND WATER O. A2 O W RLLO OP05E PD _ 57' 500 GAN TANK t8 f" f, E� U/G PROPA P M/EU- D LQw RIVE TEST HOLE DATA WIL 50N EOER _ MCDONALD GEOSCIENCE0 - -�- 11/22/2016 _ 1 o BROWN LOAM OL _ BROWN SILTY SAND SM ow i NIOIF OL p15T 2 1 --- 4' SLHO FREE UN\pN BROWN FINE TO COARSE SAND SW GANT LOT 10 1`, /R -Tl(,AOF \) 1 V A � gEPARD WELLING `, \IN REAR /� 1 1 ® 1 NOTE: NO WATER ENCOUNTERED GW 1 � 1 f- 1 CLEAN OUT DETAIL 1 FOR USE W/TH BUILDING EXTENSION/CONNECTION 1 SLATE OR OTHER STOPPER END SUITABL COVER OR PLUG CERTIFIED TO- OLD KEPU[5LIC NATIONAL TITLE IN5URANCE COMPANY F I K5T METKOPOL I TAN A65TKACT CORP-T I TLE NO. A31262-5-1547 ANTHONY C-7ILKOY FERNANDE5 JENNIFER FERNANDE5 SEWER PIPE CITIZEN5 t3ANK, N.A. 15AOA, ATIMA J 30' ELBOW v + G \ n•J NOT TO SCALE 60• WYE .90 ' ELEVA 77ONS ARE REFERENCED TO NA VD 88 � SX- The location of public water, wells and cesspools shown hereon are from field observations and or from data obtained from others. r�Wl. I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL ANDCONSUCRON OF SUBSURFACE SINGLEFAMLY RESIDENCES AND WILAGE ABIDE BOYATHE COND177ONSYSTEMS S SET AREA - 20,032 SQ. FT. FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. = WELL ,.tAl .S. LIC. N0. 49618 ANY ALTERATION OR ADDIT70N TO THIS SURVEY IS A WOLA77ON OF ® = PIPE PECONIC SURVEYORS, P.C. SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS LOT NUMBERS REFER TO "MAP OF SOUNDCREST WOODS SECTION ONE" PER SEC77ON 7209-SUBDIVISION 2. ALL CER71FICA77ONS HEREON = MONUMENT FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE (631) 765-5020 FAX (631) 765-1797 ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP = TEST HOLE ON JUNE 9, 1969 FILE NO. 5315 P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 1230 TRAVELER STREET SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 16-121 SURVEY OF PROPERTY a t EAST MARION TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y, 1000-22-04-16 _ SCALE: 10-40' YAGGARINO 01-03-2017 _-- _" ` _ 111 JANUARY 3, 2017 JANUARY 26, 2017 (REVISIONS) FEBRUARY 22, 2017 (CER TIFI CA TION) SMF MARCH 21, 2017 (REVISIONS) 1 MARCH 29, 2017 (CER TIFI CA TION ADDED) OCTOBER 23, 2017 (FND. LOC.) RAIN RUNOFF CONTAINMENT L pT 13 ' pWEL1��N� 1 HOUSE = 1851 sq.ft. GARAGE = 384 sq.ft. 1 r I,MMI POOL HOUSE = 432 sq.ft. 1 2631 sq.ft. _�-�- OCT 2 4 2017 2631 x 1 x 0.17 = 447 cu.ft. 1 PIPE�� PERVIOUS DRIVEWAY = 2760 sq.ft. F�^�','N TOOF SOUTHOLD 2760 x 0.8 x 0.17 = 375 cu.ft. 822/42.2 = 19.5 V.F. V ALANT LoT -, AREA OF PROVIDE (4) DRYWELLS 80 x 6' DEEP ! WE�� SEPTIC 1 Imo( i1 � pW�LL1Nv A(A: �Q ��- aA, �n PROPOSED 1 b 1� O.AN. PIPE LOT COVERAGE _ ` GHAq�O?F - ? m AN. HOUSE = 1215 _ ,�0,,e " 0 11 ALANT GARAGE = 384 N�QA2 �- LOT gyp. N/O/F ACCESSORY = 432 PROP.�P w0 OLQ 'fOWN OF POOL HOUSE = 576 PIPE 1c1 -o "RAGE'O CSA ii SOU 2607 Z 2607/20032 = 137. 5ED Kh IL1 PROPps 27.6 /160 POp HOUSE 1 � ~' 500 �V Lrn � �< � N O O•�- w 7o O � Oma• Q O G� 'w r• V t/1 m < fE51 C t� rn-c PROPOSED SEP-77C SYSTEM �ALp,NT EI"O m 6� w (3 BEDROOM HOUSE WI7H) < ��D '4 (POOLHOUSE BATHROOM) 1—PRECAST 1000 GALLON SEPTIC TANK 1-8• LEACHING POOLS 12' DEEP WITH 3' SAND COLLAR 3' MIN. ABOVE GROUND WATER :A2 m O' AGM EL�16 i PROPE°AO r � 05 � V AGPNT LMF w DRIVE N/o/FpER , TEST HOLE DATA WILL0 SLHROE "—_ MCDONALD GEOSCIENCE 1 11/22/2016 BROWN LOAM OL ----- 0.5' - -— 1 v N/AG0/F� �15T BROWN SILTY SAND SM SMF , SCHOOL 2 --- 4' ' UN1O1.1 FREE LOT 10 AREA OF BROWN FINE TO COARSE SAND SIN vp,GANT / SEPTIYAR° QWEL�IN� / 1 17' NOTE: NO WA7ER ENCOUNTERED 1 CLEAN OUT DETAIL FOR USE WI7H BUILDING EX7FNS1ON/CONNEC77ON ' SLATE OR OTHER STOPPER END SUITABL COVER OR PLUG CERTIFIED TO } OLD REPUBLIC NATIONAL TITLE IN5UKANCE COMPANY '�•!< F I R5T METROPOLITAN AB5TRACT CORP-TITLE NO. A31262-5-1647 a ANTHONY G I LKOY FERNANDE5 JENNIFER FERNANDE5 C I T I ZEN5 BANK, N.A. 15AOA, AT IMA SEWER PIPE rn 30' ELBOW �! NOT TO SCALE 60• WEE 4 v ELEVA77ONS ARE REFERENCED TO ASSUMED DATUM 4o� V)- The location of public water, wells and cesspools shown hereonf are from field observations and or from data obtained from CSW �` r Fc� others. y1p I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND C0NS7RUC770N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS SET KEY AREA - 20,032 80. FT. FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. ® = WELL �;/ �;;,a�U, �''= S. LIC. NO. 49618 = PIPE ' 6GONtG- URVEYORS, P.C. ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A V70LA77ON OF ® LOT NUMBERS REFER TO "MAP OF SOUNDCREST WOODS SECTION ONE SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS = MONUMENT 631)-7 5-5020 FAX (631) 765-1797 PER SECTION 7209—SUBDIVISION 2. ALL CERRFICATTONS HEREON ® FILED /N THE SUFFOLK COUNTY CLERK'S OFFICE P.O. BOX 909 ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP = TEST HOLE ON JUNE 9, 1969 FILE NO. 5315 OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE 1230 TRAVELER STREET 16-121 SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 N CERTIFIED TO: SURVEY OF PROPERTY OLD P�L REPUI G NATIONAL TITLEC INSURANCE OMPANY F I R5T METROPOL I TAN AE55TRACT CORP -T I TLE NO. A31282 - 5 - 1847 ANTHONY &I LROY FERNANDES JENNIFEat EAST MARION R FERNANDES C I T I ZEN5 f5ANK, N.A. 15AOA, AT I MA SO UTHOLD TOWN OF SUFFOLK COUNTY N. Y. 1000-22-04-16 SCALE. 1 "=30' F CONTAINMENT , LOT 2 (/AREA OF \ JANUARY 3, 2017 RAIN RUNOF WELL SEPTIC 1 JANUARY 26, (REVISIONS)2017 HOUSE = 1841 ! p FEBRUAR Y 22, 2017 CER TIFICA TION GARAGE = 446x 1 i 1 MARCH 21, 2017 (REVISIONS) POOL HOUSE = 397 0.4'N PIPE MARCH 29, 2017 (CERTIFICA TION ADDED) 2690 o cn 1 LINK FENCE EL 20.7 _ 4'N. CHAIN OCTOBER 23, 2017 (FND. LOC.) 2690 x 1 x 0. 17 = 457.3 Cu.ft. � 42+4p"E O N79 QN o TANK �, LOT NOVEMBER 7, 2017 (POOL STAKED) PERVIOUS DRIVEWAY = 27600 sq.ft. Ac EQUIP PAD PICKET �, V AGAN1 2600 x 0.8 x 0. 17 = 353.5 CU.ft. r PIPE ' N CONC 2GAR FEN CP N 1 EL 22 6 DW FR. sT o OF DEC. 20, 2017 (GAR. & POOL HSE. STKD.) 811/42.2 = 19.2 V F. z ELEC METER GF=22.9 'A+X o o p . O �._ E_ �_ Dw ,� ,, + 50.0' �HO�p TOWN JULY 13, 2018 (FINAL) PROVIDE (4) DRYWELLS 80 x 6' DEEP IuP —E_ GATE U FEN. ` 0 N/O/F GRAVEL pRNEWAY — —E _ 'D' 27'6 4 �g 4' AUGUST 7, 2018 (FINAL) SEPTIC LOCATION WELL LOCATION o ! ovER c N 16 FR. Poo' EQUIP• ON SEPTEMBER 10, 2018 (REVISION) V AR80 PORCH D N a POOL -0 HO o3E3 pOW00D PIAT O 0 o TEST STONE �� O L' 3_ PCW O ST 22' 11' 49.2' 90.5' m = WALK N ?�- D OLE 6.4' ,P� CP 32' 13' N EL22.2' 50.0' 10'min W iQn. DW WOOD RET' �V GATE EL. O m WALL 4' FEN' V PICKET FEN --- KE Y DRIVEWAY 'C' 34.0 w OFF PATIO PIPE .. .�– GRAVEL CE ON DECK 5' SUFFOLK CO NvTY DEPARTF�tJ T OF f1EALYii SERVICES 4�•1 O /J f WELE ICKET FEN. ,�9 4.C� J P APPROVAL OF^nNCTR,G"i ED WORKS FOR ® = REBAR 3:1,7*.auo ® = WELL o cM WE 2 40 W � - -o 0 0 9 4 T"-D- -i iB R fitc,. ® _ S7 Ref. 1 17 STAKE NTEST HOLE �Mrd wata�sn �toDRVE G -r T 4v� , a a� I AN _.. :ee andlc�r carG�iSQ oy phis L'ePatttTlC to r -0 � _I 821DROO"`='�S. WILLO NIO IF a� L5f3 � -,rs �f TAL Al M OF ® = PIPE 1 1 = MONUMENT Craig Knepper, P.E., Chief -�- ( nn Office of V`lastewat na n = WETLAND FLAG = UTILITY POLE ® -' _ - WELL OCT 32018. = HYDRANT � . ELEVA TIONS ARE REFERENCED TO ASSUMED DATUM "Q ' ' ' ` . ,D The location of public water, wells and cesspools shown hereon are from field y C p ". observations and or from data obtained from others. �. �U )In LOT NUMBERS REFER TO "MAP OF SOUNDCREST WOODS SECTION ONE" ' � FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 9, 1969 FILE NO. 5315 I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS T! '� .`. ` }'�?�lY. Y S. LIC. NO. 49618 FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS SET FORTH THEREIN AND ON THE PERMIT TO '' ,:,k � VE; pv P.C. CONSTRUCT. PECOAII �`�UR (631) 7 ® X (631) 765- 1797 LAW EXCEPT ALTERATIONANY AS PERADDITION SECTION 0 09-IS SURVEY IS A SUBDI V SION 2. ALL TION OF SECTION CERTIFICATIONS HEREON 0 THE NEW RE VALID FORRTHIST47F EDUCATION MAP AND COPIES - O 032 SO. FT. F P. O. BOX 9 /E AREA 2 , 1230 TRAVELER STREET THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS 16-121 HEREON. `- - - = SOUTHOLD, N. Y. 11971 r, a -� eU — 1 6 f -- C_ - ; -- N8' - 0 1/2" L I 2xro P.T. Joist _ 12 O.C. tip. Le 1 ' 0" ;OOr a.. N 2xro P.T -4x-4 P.T.column5 frame tc�p. painted to match exterior trim CO _1 5/4x4" 1"iahogany Decking ty p. To Arbor Detail T 5 ^ q 3/4 = 1 -0 14 - 11 Deck Plan ?b4 3/8" = 1 '-0 4' - 1 11 2' - 11 3/411 T - 2 1 /2" 31 - 91 /411 0' - 3 1 /2" N \ I I 'T^ Y J 1-1/4x1-1/4 railings 5 o Al 5 ® 5 Ea . spaced and painted to match ext. trim. 4 ® A101 ® d- -4x4 P.T. column T �- painted to match CO LO ® ext. trim. -- ® T I 1 N ® = CO T (V I I 1 O I \ T O 1 I - T 4 Railing Detail Left Front 3/411 = 1 1-0113/811 = 1 1-0113/811 = 11-011 No. Description Date _ ,,,r:.p .n` * g „..�.'".�n sem..�,«w �yu•+..�+rr. �^,eF*+awn..,rr ` \��. �`^..� ,�....� �.'�.:'«s.�,lF."i„ .. y �� r t �ntr Orb or [Detail s b.3�Ys.��e AR'w F yy • �• :'wQ°F" z .� M i.•O..�F xWP,:k Y ♦ .P F \�i - 7 iy^w.......,. '4. eu,.i07 .,. �': ri,Y„i.. .re f jq :�.+�t�J�y.f*.�. +��~ ,�:'#i'•<�� .�1!"'.!t^� (# � ii. gyp. >Y .5. -�� W '.�.,,,.•`..-� •• \a A,t+; 'R 4.11. �d Ta ���"'�• i�, r 3'^F• dr.t. � °Y .�.i' P 11 t •� 1.1 J � •3 . 1pe:. .,..• j.a�..•, i f± s e�,tl.; :.. :; rte,. Y �� . ' �, 't ro P 'ect number yah e a , , 1�0�0 ST,� SOD J 1 -10-1002018 . t Date 10-0�-2018 O LJ r' 4 O Drawn byPLL N e�+y�rc f tea c � y yw ■ �w.�rva,ey.j'ti ng r«..i+1F 'R..a�4�'w«�,+�'w.wiF,«dIF■ ■ Tw,i• Ac:..i1.�14.�4 Ik� d .l�A • a«. ..wl t•�,� �; \����e .. ��.: P=` Checked by WES Scale,45 indicated 4 O } 1 171, { W ui V J 405�� a E 9 Z W r- 2 0 x W 0 .�F-D A. a 9� 03740'5 "�O ARCHITECTURE )ANTHONY PORTILLO , R .A. LEED AP PROJECT: 6 i -.-,...-.. .v- .,:»,•..aJwnee�-..w.aMmnS:.re.. ....o. .. .. f< ... .-. .,->a'.k->.„wx�nw+-�lTwxN'. .. .. ... .::. .�. f ..j ..e� ., v..� a t,r-S«S u:ceT*a"rye� ,pq'.� Ya-1.wN.ti.<<wv.mNw.c:.�n'.W w......'etir.«:Sw-?.u-.rwtu:..���e.._.....aY".. a .. �7,77-77,7_7 - P " ` .a • x ^. • w ' ' '. ' , FERNAN DES r - r EVENRESIDENCE x.234 I NG BAY LAIC 256 4, P LEAGUE CITY, T.X. 77573 BROOKLYN , N .Y. x 1232 1670 STARS ROAD EAST MARION, NY 11939 LLC 0 : 516-214-0160 0 . 7 �6-572-474 :1 DRAWING TITLE: TITLE PAGE PAGE: T-1.00 D OCT 2 7 2017 DATE: 10/17/17 10174 TQC fit'OF SoUTROLD PLACE FOR JOS STICKER DERE CARPENTRY j KE)o0oo : NOTES a Si�EG I F I GST(ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'15) UNLESS PLUMBING ASPHALT ROOFING SHINGLES IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS GONSTRUGTION DOCUMENT BINDER OTHERWISE NOTED. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING jf---`, TOSETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, SYSTEMS TO CONFORM TO 2012 INTERNATIONAL PLUMBING CODE. SHINGLES OR APPROVED EQUAL. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN 8 MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE T- 100.00 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION NOTED. ALSO, CONTRACTORS OPTION TO APPLY CAF-WEATHER-WATCH ICE TITLE PAGE AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"x6" AND AT BASE OF VERTICAL WASTE PIPES. LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. APPLICABLE BUILDING DEPARTMENT. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER 5. PROVIDE FLA5HIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 CAGE METAL JOISTS HANOER5 BY "TECO" OR FOOT. CONSTRUCTION. EQUAL. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S - 1 00,00 GENERAL NOTES STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN :+ SPECIFICATIONS.- DISHWASHER...........................................IY2 (ON SEPARATE TRAP) 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. - KITCHEN SINK.........................................V2" FASTENING SCHEDULE AND AUTHORITIES HAVING JURISDICTION. LAVATORY..............................................1Y4 ,+ 5. NAILING OF ROOFING SHALL BE TO CODE. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - SHOWER.....................................................2" (FOR 5.7 - 12.5 GPM) DWV/ WATER SUPPLY RISER 4. ALL UNNOTED OR NON-VI5I15LE EA5EMENT5 ARE THE RESPONSIBILITY U.O.N. - BATHTUB....................................................I1,2" 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 &AGE STAPLES ARE OF THE OWNER/BUILDER -7. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-I/2 BEARING - TOILET.......................................................(CONSULT FIXTURE STANDARDS) PERMITTED - LAUNDRY ................................................1Y2" 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS - FLOOR DRAIN........................................2" 7. PROVIDE (2J LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR A-200.00 HOLDOWN, ANCHOR BOLT, SHALL BE CLARIFIED WITH THE ARCHITEGT/ENCINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2 AO UNLE55 OTHERWISE NOTED. 2:12 PITCHES TO 4:12 PITCHES STRAPPING & WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" PT THROUGH ROOF. SITE WORK NAILING DETAILS 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE ISTAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR O UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 10. 7. PROVIDE FR05T-PROOF H05E BIB .5 WITH EA51LY ACCE551BLE DRAIN d ALL EXTERIOR SHEATHING SHALL 7 1 NAILED APER FASTENING SCHEDULE DRAIN OCK5 AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW FOUNDATION PLAN 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-I. GENERALLY, SHEATHING IS OF I/2 THIGKNE55 ON WALLS AND GPROTECTION. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, - 00.00 BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS RECEIVE CLARIFICATION FROM ARGHITEOT/EN6INEER PRIOR TO PROCEEDING. DETAILS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. WITH BACK FLOW PROTECTION. 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPIN5 DRIVEWAY AND BUILDING SITE. q. DO NOT SCALE DRAWIN&5, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, 6ENERALLY, TO BE OF 5/4" THIGKNE55 AND OF GDX &RADE. q, THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL STOCKPILE ALL EXCAVATED MATERIALS. NAILING AS PER FASTENING SCHEDULE ON PAGE A-I AND GLUED, U.O.N. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. W 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 4. NEW AND EXI5TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH TYVEK HOU5E WRAP OR 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR W_ APPROVED EQUAL. TO CONGEALMENT OF PLUMBING. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. V 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 11. NOTCHING AND BORING OF STUD5, JOIST5, RAFTERS AS PER BUILDING CODE. W PERMISSION FROM THE ARCHITECT. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED I- U NOR ANY POTENTIAL DAMAGE THEREOF. CODES AND REFERENCE STANDARD: 14. PROVIDE 'X' GRO55 BRAGIN6 AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS = J R THE ARCHITECT D NOT RETAINED FOR SUPERVISION OF THE WORK AND IS I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL V .J EXCEED 8'-O" AND AT EVERY 8'-O". RESPONSIBLE FOR DESIGN INTENT ONLY. ELECTRICAL: BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 155_TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM MAINTENANCE CODE. Q ;, TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY 2 REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL CONSERVATION CODE. TIME5. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN &LASS AND LEAVE WORK NECESSARY. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON CONSTRUCTION MANUAL BY AF d PA. BROOM GLEAN. 17. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAGES A-I COMPLETION OF WORK. 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-5 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: CODE. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES - GENERALLY,VERIFY OR PROVIDE HARD WIRED 15. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB SMOKE DETECTORS w/BATTERY BACK-UP IN: MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE. Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. A. EACH SLEEPING ROOM THE 5U5-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 B. OUTSIDE OF EACH SEPARATE SLEEPING NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. A5 PER PAGE A-I THROUGH A-5. AREA IN THE IMMEDIATE VICINITY OF 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, THE BEDROOMS (GENERALLY THE HALLWAY) ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AGAINST ALL CLAIMS, DAMAGE5, L055ES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD G. EVERY LEVEL OF DWELLING ATTORNEYS FEES ARISING OUT OF OR RESULTING I-ROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER (BA5MENT, FIRST FLOOR, $ SECOND FLOOR, ETC) THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMA6E, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, D15EASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER 57RUG7URAL_ DE51 CSN LOADS ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, WHOLE OR IN PART BY ANY NEOLI&ENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. USE LIVE LOAD DEAD LOAD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACT5 ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST MGMILLIAN I.qE MICROLAM EXTERIOR BALCONIES 60 psf 15 psf PARTY INDEMNIFIED HEREUNDER. B. 6EOR61A PACIFIC, 2.OE 6-P LAM I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES ARADECKS 40 psf 15 psf BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRA. TRU55 JOIST McMiLLIAN 2.0E PARALLAM FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. S OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN TO BE SURE THEY ARE IN ACCORDANCE WITH THE 5>RAWIN65, SPECIFICATIONS, 22 FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ATTICS WITHOUT STORAGE (ROOF BELOW 5 PITCH) 10 psf 15 psf AND SPECIFICATIONS OF THE NOT BE PERMITTED WITHOUT WRITTEN NOTES, AND TABLES ON PA6E5 A-1, A-2, d A-5. THE FASTENING SCHEDULE AUTHORIZATION OF THE ARGHITEGT/EN&INEER. SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf IS psf NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED PERTAINING ARE TO BE FIELD VERIFIED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEG.'s). ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 20. CONTRACTOR TO REMOVE k RELOCATE AS REQUIRED ALL EXISTING WORK 5LEEPING ROOMS 50 psf 15 psf WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 25. COLUMN BEARING AS FOLLOWS: WOOD POSTING TO BE BLOCKED 5OLIC, TO FOUND. WALL w/ END 6RAIN, 21. ALL MATERIALS ARE TO BE INSTALLED AS PER. MANUFACTURER'S TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. STAIRS 40 psf 15 psf SPECIFICATIONS, UNLESS NOTED OTHERWISE. WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS ® GUARDRAILS AND HANDRAILS 200 psf 15 psf 22. PROVIDE FIREBLOCKIN& AS PER TEXAS A00E551BILITY STANDARDS. EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY P05TING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). 12 psf FOR ATTIC UNAUTHORIZED USE UNDER FEDERAL LAW BY THE AtRCHITEOTURAL WORKS (BUTIII) WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR CATH. COPYRIGHT PROTECTION ACT OF mcio (AWGPA), WHICH HAS SEVERE PENALTIES. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ N F- 5TANDARD W 5HEARALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, Z w U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 2 w/6" RI5E d w/ (2) 3/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE&5 2 FOUNDATION, CONCRETE. AND MASONRY SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PA6E5 A-1 THROUGH A-3. V I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN& FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AMID SHALL COORDINATE THE 5UB-GONTRACTOR5 IN SUCH A MANNER TO A55URiE THAT THE CONDITIONS OF GLASS WINDOWS AND DOORS w THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. I- I. ALL GLA55 TO BE INSULATED LOW-E,UNLE55 OTHERWISE SPECIFIED. Q 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDI5TURSED SOIL 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT., U.O.N. CLEARANCES ARE PROVIDED. 5. ALL SLIDING CLASS DOORS, 5KYLIGHTS, AND ANY GLA55 UNIT INSTALLED 4. FOOTINGS TO REST A MIN. OF 4-O BELOW GRADE, UNLESS WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED &LA55, OTHERWISE NOTED UNLE55 OTHERWISE NOTED. 5. WALL5 TO BE POURED CONCRETE OF 51ZE 5HoHN ON DRAWIN65, U.O.N. 4, ALL &LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH b. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALLS MANUFACTURER'S SPECIFICATIONS. UNTIL 151 TIER OF FRAMING IS IN PLACE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE DA 7. FOOTINC75 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. ENERGY CONSERVATION CODE. ♦� �y,( M. a h 5. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 6. PROVIDE FLA5HIN6 PANS UNDER ALL SLIDING &LA55 POOR-5, WINDOWS, OR 50LID WITH CONCRETE. ANY OTHER TYPE OF &LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. * O q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITIH PAGE A-2. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. ,A 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 fl ^l� DAYS OF 4,000 P.5.1., U.O.N. 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 0LA55 SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 11. GONG. 5LA55 TO REST ON MIN. OF 6" FINE GRANVEL OR SAND WITH q, ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH b MIL. POLYETHYLENE VAPOR BARRIER UNDER ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. CONTRACTOR TO VERIFY THAT THE CHARACTER15TICS OF THE WINDOW MATCH PROJECT: THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 15. BRICK VENEER TO BE ANCHORED WITH CORRO510N RE515TANT TIES - CHARACTERI5TI05 ARE AS FOLLOWS, BUT NOT LIMITED TO: DE516N PRESSURE, (1) WALL TIE PER (5) 50. FT. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRE55 FERNAN DES REQUIREMENTS. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE Po EEP HOLES, RESIDENCE TE MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION 'TO THE EXTERIOR. TWINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TEMPERED 6LA55. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH &RADE. 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO GYPSUM WALL BOARD 1670 STARS ROAD CONCRETE SHALL BE PLACED ON FROZEN SURFACES. I. GYP5UM WALL BOARD SY5TEM5 SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. EAST MARION, NY 11939 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY ARCHITECT/ENGINEER. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT(W.R.) AT BATHROOMS AND WHERE I8. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND DEEMED APPLICABLE. DRAWING TITLE: WHERE EVER APPLICABLE. 5. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS GENERAL NOTES let. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTIN65 ARE TO BE A (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET MIN. 10" DEEP PROJECTING b" ON EACH 51ME OF THE FOUNDATION WALL. IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING PLUMBING RISER DIAGRAMS PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CONCRETE 5LAB5 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED 4. FIN15H JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGE5 SHALL BE AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS DEEP 4 V-O" BELOW GRADE. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. PAGE: 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. A-100 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-1. DATE: 10/17/17 2 OF 4 PLACE FOR JOB STICKER HERE CONSTRUCT I ON DETAILS � Jul ND LOAD FATH TYF I GAL< NA I L< I N�/STRAi=i=I NC ROU I R�MENTS FOR NOTE: THIS SCHEDULED ES NO NIG DE NA LINNO FOR METAL FRAMING STRAPS CONI TGT O I�t DETAILS UFJ� FT/ SHEAR/ 4� LATERAL Y�I I slim/ RES I STAI�lG� (SEEP AN ROUGH OP N NO FRAMNO REGUIREMENT-2 FOP, 5TRAPPIN5 AND NAILINO �MENTS, ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERW I5E NOT TO SCALE TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UIPLIFT, SHEAR, 4 LATERAL WIND RESISTANCE DESCRIPTION FASTENER SPEC. FASTENER AND QUANTITY 5PAG I NG FLOOR FRAMING CONNECTION DI s 62 JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-8d COMMON PER JOIST WOOD 1_1015 NALL STUD BOTTOM PLATE BRIDGING TO J015T (TOE-NAIL) 2-ad COMMON EACH END BLOCKING SUB FLOOR '" X AT STUD TO FLOOR ASSEMBLY TO SILL BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END DOUBLE JOIST � PLATE(5) CONNECTION: BLOCKIN6 TO SILL or TOP PLATE (TOE NAIL) 5-16d COMMON EACH BLOCK FOR STRAP - 3 8 d COMMON NAILS ® EA. LEDGER STRIP TO BEAM (FACE-NAIL) 5-16d COMMON EACH J015T WOOD GIRDER END OF STRAP (WRAP STRAP UNDER SILL PL) 0 • FOR EA. PLATE TO STUD ABOVE d OR BELOW - J015T ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER JOIST _2 _16_ d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-16d COMMON PER JOIST ° ALTERNATE CONFIGURATION - ABOVE STUD TO BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON I PER FOOT JOIST FRAMING OYER HOOD GIRDER DOUBLE JOIST FOR NON-BEARI NO WALLS a FLOOR CONNECTION w/ # LPT4 51MP50N (OR EQUAL) ® PLATFORM TO SILL PLATES ixW STANDARD/ALTERNATE FLOOR SHEATHING (5U5FLOOR) U STRUCTURAL PANELS: �W- I" or LE55 8d COMMON 6" EDGE / 12" FIELD v J ANG HO R BO L.T S F E G I F I G A T I O N S GREATER THAN I" IOd COMMON 6" EDGE /b" FIELD a : NALL STUD BOTTOM PLAT SPECIFICATION (WFGM TABLES 5.2A 8 3.28, P. 112) BATHTUB FOR ALL STRUCTURES: DOUBLE JOIST 5/a"O ANCHOR 5OLT5 ® 39" O.G. b"-12" CORNER sa° CONDITION , ry . .. . NOTES: n I. MIN. 7" EMBEDMENT INTO CONCRETE ' W 5" SQUARE WASHERS AND END NUT SETUP; 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL DOUBLE JOIST FOR UNDER A BATHTUB TOP TWO COURSES 50LID 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR END OR REPLACED BY HOLD DOWN5 FOR SHEARWALLS GOND I TI ONl 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 8 12" PLAN;blAGRAM OF ZONE5 FROM ENDS AND CORNERS (TWO ® CORNERS) (SEE DIAGRAM TO LEFT) lel l ND RESISTANT CONSTRUCT I ON CONNECTORS 4. COORDINATE w/ HOLDOWN LOCATIONS CONNECTION LOCATION: PART NUMBER: NOTES: PLATE-TO-NALL STUD 0520 ® 18" APPLY TO EACH NALL STUD SHEAR NALL HOLDDONN ANCHOR SSTB16 APPLY TO EACH SIDENALL END HOLDONN 'D' IST. FLOOR-UNDER-SILL PLATE 0520 NRAP UNDER DOUBLE SILL PLATE FOR NEWLY POURED (USE KITH 3 SQUARE MASHERS) FOUNDATION ® ONE STORY ONLY USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE 14AXIMUM UPLIFT LOAD CAPACITY. (s) 2x FULL FOR WIND RE515TANT CONSTRUCTION CONNECTORS FOR THE REMAINING PORTIONS OF BUILDING REFER TO ENGINEER PLANS; HEIGHT 5TUD THESE SPECIFIED CONNECTORS ARE ONLY FOR FOUNDATION CONNECTIONS, FRAMING CONNECTIONS ARE NOT SPECIFIED ON THESE PLANS N 2-Ibd G N H Z NAILS ® " OZ. w U Lu a 0 "SIMPSON" 5T D14RJ w rr 1/2" MIN. CORNER :{ DA ONE #4 REBAR SPECIFIED ON TYP. FOUND. NOTE 9�. -3T4O �0<t` fiOF N PROJECT: FERNANDES RESIDENCE 1670 STARS ROAD EAST MARION, NY 11939 DRAWING TITLE: HOLDOWN, ANCHOR BOLT, STRAPPING, & NAILING DETAILS PAGE: A-200 DATE: 10/17/1.7 301174 PLACE FOR JOB STICKER HERE 60'- 8.00" 2" Q 70, 4 3/8" H.D.G. LAG O BOLTS (PREDRILLED) 31'-a" 26'-a" FOUNDATION PLAN NOTES — — — — - — — — — — — — — — — — 3 - - - - - - - — 1 — - — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - 3. NO TYPICAL P. GONG. FOOTING 4 WALL 0 l 7 77: 171 0 CONSTRUG _ TION• _ — — — — — — — — — — — 36" HIGH • (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE SHIELD — S4 I ;; IRON RAIL ON . ANCHOR BOLTS A5 PER PAGE A-20076 HIGH CURB a • P. GONG. FOUND. WALL AS PER DETAIL UPON( • P. GONG. FOOTING AS PER DETAIL UPON / 6 4c • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIO Q R \\ -aI : E. O.F OOOTING MIN 3'-0" BELOW GRADE MIN. L w tu rz / 51ON JOINT 0 PERIMETER OF SLAB (WHEN !{1 APPLICABLE) z A-300 I...... .,: .. . .. A-500 O O _ - PROVIDE 4" t j O = j V i ry ® � POURED GONG. p w w I I O INTERIOR BEAM LOCATIONS: — — — — — — — — — — — — — — — ? O SLAB N N ,- w PROVIDE 4" INTERIOR BEAM LOCATIONS SHALL BE " n w iv 3 POURED GONG. COORDINATED w/LOCATION OF EXIST. J0I5T '�/8 THK. PL. yq I� 5/5" THK. H.D. • I ® mQ l I O N SLAB I LAP - PRECISE PIER LOCATIONS SHALL BE w X I DETERMINED IN FIELD (TYP. FOR ALL) 1.50 GAL\/. PL. ry x X N ry – p 4" DRAIN 3 _ " " r2axro, - w CONNECTEDz NEW 2 xl0 F.J. ® Ib O.G. HOLDOWN: ® I6" O.G. O TO MAIN LINE� xI� OHOEDOWN 'D AS PER PAGE 14' II" 4ryz A-200GAP PLATE 'A' 2 j Z{ I O BEAM POCKET (TYP) u 4 2 5 a 6 4 r H- ry I 12x40 A56 STEEL WIDE FLANGE I I 12x40 A56 STEEL WIDE FLANGE I I I I TYP, STL. COL.: V ALIGN WITH (4) 2X10 OIRDER ABOVE ALIGN WITH (4) 2X10 GIRDER ABOVE 12-Ijy2" ( I O SEE NOTED DETAIL AS PER PLAN f— � � 2 STEEL GAP PL. 1DETA I L 0 5 24"x12" DEEP P. GONG. REINFORCED _3 SCALE: 5" = I'-O" c -� •_', I 1{11 !u -{ I I OO SPREAD FTG. AS PER DETAIL (TYPE � t I6 10 LL Q — — I O 42"x42"x24" DEEP P. GONG. REINFORCED I V.I.F. V NEW WOOD STAIR w ar L- ,, 7 TO FIRST I RSTT FLOOR; I =ry 1 I PAD FTG. (TYP) - MIN 42 RAIL HT. i O N O F MIN 36" p ry t�1 8.00" ::. � ry z NEW 2"xl® I6" O.G. 16" O.G. I O 5.00' I1� Q ® L lu LU ry z PROVIDE 4" K i I { UP O POURED GONG. p n SLAB x I �5- O.D. 50H. 40 HOT � � — \ - - _ - - - - - - I I DIPGALV. STL. COL. — - - - - - - - - - - I I O (A5TMA125) A5PER .• % r. ( 3 - Q Q PLAN WELDED TO PL. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - g zl I I -ry II) b"xVX5/5" THK. 5TL. BASE PL. -O O (4) 1/2" HOOKED ANCHOR in I I I I BOLTS EMBEDDED INTO 1 1 b FOOTING MIN. 4" w/ OVERSIZED WASHER AND END NUT SETUP L - - - - 3-O - - 4 - - 3-07777 — - - � O FOU`NrI )ATICN PLAN 3 - - - - - - - - - - - - - - - - - - - - - - - - - s BASS PLATS 'A' SCALE: 1/4" = 1'-0" .41 4 STEEL BASE PL. DETAIL _3 SCALE: 5" = I'-0" RAILING w/ REQ. AS PER Z PLAN. RAIL SHALL HAVE CAPACITY TO RESIST 200 L55 OF LATERAL LOAD. 0 ATERIAL5 SHALL BE ONE OF v THE FOLLOWING: HOT. DIPPED GALV., EPDXY PAINTED STL., EPDXY PAINTED WROUGHT w IRON. Q PROVIDE STRAPPING d NAILING AS PER CONNECTION 'D' IN "TYPICAL rA5 _ NAILING/STRAPPING REQUIREMENTS O FOR UPLIFT, SHEAR, d LATERAL FLOOR 5Y5TEM WIND RESISTANCE ON PAGE A-200 A5 NOTED ® EA. STUD NEW F.J. AS PER PLAN (1) 2"x12" P.T. SILL PLATES ATTACHMENT AS PER RAIL ON SILL SEAL UPON I MANU. M ° I COPPER TERMITE SHIELD NOTE: �'��� �N. M. I. IF FIN15H MASONRY USED (SUCH ° 5/8" HOOKED ANCHOR BOLTS ® I' I. AS BLUESTONE) - MASON TO - C> O {i II I • I - GRADE ADJUST HGHT OF LANDING AS k 3a" O.G. w/ 3" SQUARE WASHER +I: 2X10 TREATED PLATE ° •n REO'D TO ACCOUNT FOR FINISH ° ENDNUT;ALSO SEE ANCHOR BOLT BOLTED TO WIDE A 11 I- °• 11 I SECTION ON PAGE A-200 STL. GAP PL. WELDED FLANGE '°` •' pI. MASONRY �37405 ���• II TO COL.;SEE GAP PL. °tl 2. ALL HORZ. SURFACES SHALL BE QF >� (1) #5 REBAR DETAILS {I. GRADE ® 45" O.G. It (2) # 5 REBAR TEEL BEAM PER PLAN •°. II PITCHED m 1:45 AWAY FROM BUILDING REBAR BENT II° CONTINUOUS - ..°li; 2 HOR. #4 REBAR TO SLAB A •�. : •.. :. •° O" 3 N5TAL CO FOR SLABS�ILA5HINC7 FROM I2" SHOWN y`? // // / / Z II°° 10" THK. (MIN.) P. GONG. 5 I/2" O.D. SGH. 40 HOT DIP II ABOVE AND ADJACENT TO SLAB, BED -•�� \ \ \ PROJECT: GRADE BM. (4000 P51) BASE PLATE A WELDED ALL FLA5HIN6 IN ASPHALTIC MASTIC n ;y \ \\ \\ \\ ? . // // / `ry0 GALV. 5TL. COL. (ASTM Ai23) 'l l •.• TO COL.;SEE BASE PO AS PER FOUND. PLAN BY 51M5 ' •. DETAILS FOR BOLTING F E R NA N D ES PITCH GRADE • tp .• '" STEEL (OR EQUAL) 4 REBAR ® b0" O.G. (1) #4 REBAR ® �' °�;' °/ /� // // // // ° I ° I lr EA. STEP;3' CL� .� ' \\�'G: \\ \\ \\ \\ \\ \ \ \ \ \ \ \ GVR ® ENDS ;�i/�i/�i/�i/�i,�i/�i,� RESIDENCE I I ° 30 O DEEP P. GONG. \/ FOOTING (4,000 P51) 3 MIN. / -------- II 6Xb-10X10 W.W.M. BETWEEN (A-5 \ / .', ° CENTER 4 UPPER � OF SLAB • . l l ' IO" �G \/ '{I GOMPAGTEI7 \\\\\\\\\ bXb-10X10 W.W.M. Jl a SECURED IN PLACE DURING POUR GONG. •°• . ° Il '�-(a MIN.) BETWEEN CENTER 4 II ° ° STAIRCASE POURED GONG. WALL ii - — ".• < :�i ��� / / / / / / 1I // /\ /\ \� \FILL / // // // 1670 STARS ROAD ° I I '° -' : .. 'I I 2x4 KEYWAY \\ \\ \\ UPPER I OF SLAB 4 POURED GONG. SLAB SECURED IN PLACE II II (I) #5 SENT ° ° ° la .• x �� \ \/� /� /� /� \ \ \ \ \ \ • REBAR ® EAST MARION NY 11939 �" .II � � ,.,may , f DURING POUR 11 I BAR ® 6 t�IL POLY MOISTURE MI a //\//\//\//\//\//\//\//\// II•.... r i iii. //\ \\j\IO" O.G. (MIN. 3)�� 11 16" O.G. ° \ \ \ \ \ \ \ \ \ \ •° II 4" P. GONG.SLAB : . a �I�;Y . �/ �/ �/ �/ II. II z RETARDER \//\//\//\//\//\//\//\//\//\ JI \\/\\/\\/\\/\\/\\/\\/ 1a 1 - NOTE: / / / / / / / / / II ' w/bxb 10/10 WWM ;y�� / / \/\/\/\/\/\/\/\/\/\/\/\/\/ DRAWING TITLE: I{ i 1 m 1. REFER TO PAGE A-200 ° •` \\\\\\\\\\\\\\\\\\ UPON COMPACTED—\ \//\//\Z, \//\//\//\//\//\//\//\//\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 4" POURED GONG. 16. i. : �" GRAVEL BASE I' ' I NEW FOUNDATION // // // // // // // // // "II . 2) HOR. #4 REBAR FILL it SLAB °1111 (2) #5 REBAR FOR NAILING AND � _= e \/\/\/\/\/\/\/\/\/ �ii� / c /\ /\/\/\/\/\ \/\/\ 9I 11 CONTINUOUS STRAPPING OF ALL UPON GLEAN WALL \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ , II' / // ti// // // // // // NOTE: / // // FOUNDATION PLAN COMPACT FILL .� °:. ': // // // // // // // // // 1I . .°.... ,° \\ \ ;� \ \\ \\ \\ \\ \ ALL P. GONG. \\ \\ \\ b MIL POLY I f I I" COMPONENTS _ \/\/\/\/\/\/\/\/\/ - -- --- ----, J ° I \/\/\ rO Q i/�/j/j/j/j/j \/\/\/ DETAILS MOISTU °< II°II •.' .. :t ;. \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 11 .tI // /�� / / / / / / SHALL BE / / RETARD ER II II ry // // // // // // // // // II II ' \\ \\ v� \\ \\ \\ \\ \\ \\ \ • �a°I _- -r \\\/\/\/\ \\/\\/\ • III 1 //\\ � �/����/��/�\ 4" GRAVEL BASE a ° ° ° .° . j1 MIN A / ///////// / I 3) HOR. #4 REBAR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ UPON GLEAN COMPACT FILL ': IL °• •�'.° { 24 BENT REBAR . L • . 4 (3) #5 REBAR m COMPACTED FILL' . ILL •• to= . d) 10" O.G. (MIN. 3) PAGE: •a °•. L-4:211 z #5 REBAR 3" MIN. (3) #5 REBAR -O" A-300 B"MIN # 5 BENT REBAR ® 32" O.G. DATE: 10/17/17 4 OF 4 OUNI7. DETAIL 2 11�T�izO� FOUND. SUPPORT DETAIL fEXTERIOR STAIR SEGTI ON �. G0NCRETE STAIR SEGTI ON _3 5GALE: 3/4" = 1'-O" -3 50ALE: 5/4" = 1'-0" _3 SCALE: 5/4" = I'-O" _3 5GALE: 5/4" = I'-0" PLACE FOR JOB STICKER HERE I. W U a L —� LA 0 9 77 7 Z - w 0 U Q Lu 9 0-3740 �Q r OF NE`N �M ARCHITECTURE ANTHONY PR .A. LEER PROJECT: e. FERNANDES e F RESIDENCE y ; p 1234 EVEN' I ISG BAY LAN 254 36TH RET U ITE X56 s LEAGUE C 77573 B .Y. 112 3 1670 STARS ROAD EAST MARION, NY 11939 e w LL00 : 716-572-4�74� 1.0 DRAWING TITLE: TITLE PAGE PAGE: LF U ci �F�—— T-1 00 DATE: 06/14/17 1OF 4 PLACE FOR JO STICKER HERE CARPENTRY F A v/�F- I<E)000' :NOTES � SPGIFIGSTIONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 a BETTER (Fb = 875) UNLESS PLUMBING ASPHALT ROOFING SHINGLES IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP TH15 CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) I. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-CLA55-A ASPHALT ROOFING TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, SYSTEMS TO CONFORM TO 2012 INTERNATIONAL PLUMBING CODE. SHINOLES OR APPROVED EQUAL. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2_ ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN 8 MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 2. SHIN6rLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE NOTED.,AL50,CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE T- 100-00 TITLE PAGE GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANOES IN DIRECTION AND WATER BARRIER FROM EDGE OF SAVE TO 24" INSIDE EXTERIOR WALL PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x6" AND AT BASE OF VERTICAL WASTE PIPES. LINE. 4 :24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. APPLICABLE BUILDIN6 DEPARTMENT. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR FOOT. CONSTRUCTION.ALL DIMEN51ON5, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. A/l - O®.®O STRUCTURE/SITE SHALL BE FIELD VERIFIED BY 6ENERAL CONTRACTOR. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS GENERAL NOTES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - DI5HWA5HER...........................................VY (ON SEPARATE TRAP) SPECIFICATIONS. FASTENING SCHEDULE 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. - KITCHEN SINK.........................................1 Y2" AND AUTHORITIES HAVING JURISDICTION. - LAVATORY..............................................V4" 5. NAILIN�6 OF ROOFING SHALL BE TO GODS. DWV WATER SUPPLY RISER b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, P05T5, AND BATH TUBS, - SHOWER.....................................................2' (FOR 5.7 - 12.3 GPM) 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. - BATHTUB....................................................IY2" 6. CORROSION RESISTANT II 6A&E ROOFING NAILS AND I6 GAGE STAPLES ARE OF THE OWNER/BUILDER PERMITTED JJ�� 7. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING _ TOILET.......................................................(CONSULT FIXTURE STANDARDS) j-'�"2OO.00 HOLDOWN, ANCHOR BOLT, LAUNDRY ................................................V2 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS - FLOOR DRAIN........................................2" 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR GHITECT/EN&INEER STRAPPING & SHALL BE CLARIFIED WITH THE AR ;BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2 xIO UNLESS OTHERWISE NOTED. 2:12 PITCCHES TO 4:12 PITCHES WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 6. ALL 5Y5TEM5 TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" NAILING DETAILS THROUGH ROOF. 51TE WOfRK 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE F.T. UNLESS APPROVED BY THE ARCHITECI. STAKEcOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR J� T/EN&INEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 'T. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d t'"i-BOO.00 DRAIN COOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW FOUNDATION PLAN 7. CONTRACTOR TO VERIFY DIMEN51ON5 OF FOUNDATION WITH FLOOR PLANS ON PACE A-I. GENERALLY, SHEATHING IS OF 1/2" THICKNE55 ON WALLS AND PROTECTION2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, . BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS RECEIVE: CLARIFICATION FROM ARCHITEOT/ENCINEER PRIOR TO PROCEEDIN6. DETAILS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. WITH BACK FLOW PROTECTION. 3. EXCNNVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. STOGKPIILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. UB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADEq• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL . STOCKPILE ALL EXCAVATED MATERIALS. LLI i NAILING AS PER FASTENING SCHEDULE ON PAGE A-I AND GLUED, U.O.N. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 10. OWNER/BUILDER ARE R FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR D BY LOCAL JURISDICTION PRIOR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR T APPROVAL CONGEALMENT OF PLUMBING.AL AND INSPECTION IS REQUIRE � GERTIFIGATES, CERT. OF OCCCUPACUPA 18LE OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. BACK HILL MATERIAL SHALL BE REMOVED FROM SITE. V T II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. LLJ AND SHALL NOT BE ALTERED OR BE REPRODUCED WIITHOUT WRITTEN II. NOTGHINO AND BORING OF STUDS, J015T5, RAFTERS AS PER BUILDING CODE. V PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED = J NOR ANY POTENTIAL DAMAOE THEREOF. 12. THE ARCHITECT 15 NOT RETAINED FOR 5UPERV15ION OF THE WORK AND 15 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS CODES,AND REFERENCE STANDARD: V J RESPONSIBLE FOR DE51ON INTENT ONLY. EXCEED 5'-0" AND AT EVERY 5'-0". ELECTRICAL: I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE, 2015 INTERNATIONAL RE5I12ENTIAL CODE, AND 2015 PROPERTY Q ` 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 155_TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM MAINTENIANCE CODE. TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY 2 REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 14. THE T THE COMPLETION SHALL KEEP PREMISES REASONABLY GLEAN AT ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS CONSERVATION CODE. WOOD FIRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK NECESSARY. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON CONSTRUCTION MANUAL BY AF 4 PA. BROOM GLEAN. COMPLETION OF WORK. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 A-1 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING w4. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 3. SMOKE DETECTORS, IN CONFORMANCE WITH NEPA 72: CODE. ; ~ LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES - GENERALLY, VERIFY OR PROVIDE HARD WIRED AND ORDINANCES. I8. AT WET WALL' PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. SMOKE DETECTORS w/ BATTERY BACK-UP IN: 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MECHANICAL CODE AND 2015 INTERNATIONAL FUEL CAS CODE. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. A. EACH 5LEEPIN6 ROOM THE UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, COMPLETION OF PROJECT. Iq. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 NFPA "O AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. AS PER PAGE A-1 THROUGH A-3. AREA IN THE IMMEDIATE VICINITY OF 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, THE BEDROOMS (GENERALLY THE HALLWAY) ARCHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. 'P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN A6AIN5T ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD G. EVERY LEVEL OF DWELLING ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER W COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD IS ATTRIBUTABLE T BODILY INJURY, 510KIBLE PROPERTY DISEASE HE DEATH HE O A55OR55 NO CONTRACTOR 1�5 TO NSTALLORE. AL50, HARDWARERTEUSED HAT 5 SPECIFIED BY P.T.LUMBER, LUMBER STRUCTURAL DESION LO,�DS INJURY IN OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER 5 THAN THE WORK MANUFACTURER SUCH A5: HANGERS, NAILS,SCREWS, FLASHING, ANCHOR BOLTS, ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION,WHOLE C TOR, ANY IN PART UU ANY NEGLIGENTBGONTRAGTOR, ANYONE ACT OR OMISSION OF THENE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. USE LI\/E LOAD DEAD LOAD CONTRACTOR, EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E° ACT5 ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST McMILLIAN I.qE MIGROLAM EXTERIOR BAL:GONIE°S 60 psf 15 psf PARTY INDEMNIFIED HEREUNDER. B. 6EOR61A PACIFIC 2.OE 6-P LAM 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES DECKS 40 p5f 15 p5f BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGIN& A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PA55AN6ER VEHICLE GARAGES 50 psf A5 PER PLAN TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22 FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ATTICS WITHOUT' STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf AUTHORIZATION OF THE ARCHITEOT/EN6INEER. NOTES, AND TABLES ON PAGES A-1, A-2, d A-3. THE FASTENING SCHEDULE SPECIFIES THE REO'D NAILING FOR THE:SHEATHING (ANY NAILING ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf lat. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED PERTAINING ARE TO BE FIELD VERIFIED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'s). ROOMS OTHER THAN SLEEPING ROOMS 40 p5f 15 p5f HOLDOWN LOCATIONS ARE SPECIFIED ON THE: FOUND./FLOOR PLANS. 20. CONTRACTOR TO REMOVE 6 RELOCATE AS REQUIRED ALL EXISTING WORK 5LEEPIN6 ROOMS 30 psf 15 psf WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/ END &RAIN, 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. STAIRS 40 psf 15 psf SPECIFICATIONS, UNLESS NOTED OTHERWISE. WALL w/ STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® &UARDRAILS AND HANDRAILS 200 psf 15 psf 22. PROVIDE FIREBLOCKIN& AS PER TEXAS ACCE55151LITY STANDARDS. EXIST. WALLS b 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED RE " REINFORCING (® MIN. 16 12 sf FOR ATTIC WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). P UNAUTHORIZED USE LAW BY FEDERAL LABY THE ARCHITECTURAL WORKS (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR OATH. GOPYRI6HT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ w STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, U.O.N. WITH TOP CAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG W 6" RISE 4 w/(2) g/4"(D BOLTS THROUGH CENTER LINE OF VERTICAL LE65 O FOUNDATION, CONCRETE, AND MASONRY SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGES A-I THROUGH A-3. U I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE UB-CONTRACTORS IN UwGH A MANNER TO ASSURE THAT THE CONDITIONS OF a THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GLA55 WINDOWS AND DOORS I. ALL GLA55 TO BE INSULATED LOW-E,UNLE55 OTHERWISE SPECIFIED. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. CLEARANCES ARE PROVIDED. w 4. FOOTIN65 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED OTHERWISE NOTED WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, UNLE55 OTHERWISE NOTED. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. ?,V-D fit""` 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ,+C� 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS MANUFACTURER'S SPECIFICATIONS. UNTIL 151 TIER OF FRAMING 15 IN PLACE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE , 7. FOOTIN65 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. ENERGY CONSERVATION GORE. 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR SOLID WITH CONCRETE. ANY OTHER TYPE OF 6,LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 74tits �(}� SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 4$' .y F td . 10. ALL F 4,000TE T., HAVE AN ULTIMATE COMPRESSIVEd STRENGTH AT 2B &. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 DAYS OF 4,000 P.5.1., U.O.N. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH q, ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE PROJECT: 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE FERNAN DES 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES U - CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESRE, (1) WALL TIE PER (3) 50. FT. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS RESIDENCE MAX. REQUIREMENTS.FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 10. WINDOWS IN TUB/SHOWER ENGLO5URE5 AND WITHIN STAIRWAYS SHALL BE M 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. TEMPERED GLA55. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES 1670 STARS ROAD OF 40-F AND CONCRETE SHALL BINO, UNLE55 APPROVED BY ARCH TEGT/EN6INEER. NO 1 E PLACED ON FROZEN 5UUR ACES &YP UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT EAST MARION, NY 11939 COMPOUND METHOD. 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY ARCHITECT/ ENGINEER. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLE55 DRAWING TITLE: OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND DEEMED APPLICABLE. WHERE EVER APPLICABLE. GENERAL NOTES 3. 5/8", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON GEILIN6 AND WALLS Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET PLUMBING RISER DIAGRAMS MIN. IO" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING.'ALL 4" THICK EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE AS IN SOLID s SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS PAGE: DEEP 4 3'-0" BELOW GRADE. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 5. METAL CORNER BEAD TO BE USED ON ALL OUT5I1;)E CORNERS AND AROUND ALL OPENINGS. A-1 00 6. FASTEN 6YP5UM BOARD A5 PER FASTENING SCHEDULE ON PAGE A-I. DATE: 06/14/17 2 OF 4 PLACE FOR JOB STICKER HERE FASTEN I NC SCHEDULE A GONSTRUOT I ON DETAILS Jul ND LOAD FATH TYI= I OAL NA I Le NC/STRAFF I NO REOU I REMENTS FOR NOTE: TH15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 OONNEGT ON DETAILS UFL� I FTS SHEAR, 4 LATERAL Y�4I ND RES( STANCE (SEEP AND ROUGH OPEN NO FRAM NG REG2UIREMENTREMENT5, ALL NAILING 15 A GENERAL 5PECIFICATION, IT APPLIES UNLESS NOTED OTHERWI5E NOT TO 5r-,ALE TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, SHEAR, 4 LATERAL WIND RESISTANCE DESCRIPTION FASTENER SPEC. FASTENER AND QUANTITY SPACING FLOOR FRAMING CONNECTION DI D2 JOIST TO SILL, TOP PLATE or &RDER (TOE-NAIL) 4-5d COMMON PER JOIST WOOD JO I S WALL STUD BOTTOM PLAT BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END BLOCKING SUB FLOOR w--"" AT STUD TO FLOOR ASSEMBLY TO SILL BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH ENO DOUBLE JOIST -- � • PLATES) CONNECTION: BLOCKING To SILL or 3-I6d COMMON EACH BLOCK TOP PLATE (TOE-NAIL) FOR STRAP - 3 8 d COMMON NAILS ® EA. LEDGER STRIP TO BEAM (FACE-NAIL) 3-16d COMMON EACH JOIST WOOD C�I RDER o END OF STRAP (WRAP STRAP UNDER SILL PL) D( fl FOR EA. PLATE TO STUD ABOVE a OR BELOW - JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER JOIST _2 _16_ d COMMON NAILS ° BAND JOIST TO J015T (END-NAIL) s-Ibd COMMON PER JOIST ALTERNATE CONFIGURATION - ABOVE STUD TO JOIST FRAM I NC OVER. WOOD O I RDER 4 . DOUBLE JOIST FOR NON-BEAR I NCC WALLS 4 a FLOOR CONNECTION w/ # LPT4 SIMPSON (OR BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON I PER FOOT w EQUAL) a PLATFORM TO SILL PLATES STANDARD/ALTERNATE FLOOR SHEATH I NC (SUBFLOOR) F- 0 STRUCTURAL PANELS: w I" or LE55 8d COMMON 6" EDGE / 12" FIELD F— U GREATER THAN I" IOd COMMON 6" EDGE /6" FIELD J ANCHOR BOLT SFE I F I GATT ONS a WALL STUD BOTTOM PLAT SPECIFICATION (WFGM TABLES 3.24 a 3.28, P. 112) BATHTUB FOR ALL STRUCTURES: DOUBLE JOIST %"-P ANCHOR BOLTS ® 3a" O.G. b"-12" CORNER sa° R CONDITION NOTES: iv I. MIN. 7" EMBEDMENT INTO CONCRETE ' r W 5" SQUARE WASHERS AND END NUT SETUP; 0 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL DOUBLE JOIST FOR UNDER A BATHTUB TOP TWO COURSES SOLID • 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LJ END OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 CONDITION! n 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" PLAN"S)IAGRAM OF ZONES FROM ENDS AND CORNERS (TWO ® CORNERS) (5EE DIAGRAM TO LEFT) Jul ND RESISTANT GONSTRUGTI ON CONNECTORS 4. COORDINATE w/ HOLDOWN LOCATIONS CONNECTION LOCATION: PART NUMBER: NOTES: PLATE—TO—WALL STUD G520 ® 18" APPLY TO EACH WALL STUD SHEAR WALL HOLDIDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END HOLDOWN V WRAP UNDER DOUBLE SILL PLATE IST. FLOOR—UNDER—SILL PLATE 6520 (USE WITH 3 SQUARE WASHERS) FOUNDATION ® ONE STORY ONLY USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. (5) 2x FULL FOR WIND RESISTANT CONSTRUCTION CONNECTORS FOR THE REMAINING PORTIONS OF BUILDING REFER TO ENGINEER PLANS; HEIGHT STUD THESE 5PEGIFIED GONNECTO>RS ARE ONLY FOR FOUNDATION CONNECTIONS, FRAMING CONNECTIONS ARE NOT SPECIFIED ON THESE PLANS 2-Ibd G N N Z NAILS ® " O. w U LU Q "SIMPSON" ST 14RJ w ,;MIN. CORNER ONE #4 REBAR 7 r SPECIFIED ON `Z TYP. FOUND. NOTE 13740$ O F0F �W d PROJECT: FERNANDES RESIDENCE 1670 STARS ROAD EAST MARION, NY 11939 DRAWING TITLE: HOLDOWN, ANCHOR BOLT, STRAPPING, & NAILING DETAILS PAGE: A-2 ®® DATE: 06/14/17 3 OF 4 PLACE FOR J03 STICKER MERE 8.00" (4) 5/8" H.D.G. LAG O BOLTS (PREDRILLED) FOUNDATION PLAN NOTES — — — — — — — — — — — — — — — — — 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - -•— ' —, - - - - - - - - - - - - - - - - - - - -- - Na TYPICAI_ P. GONG. FOOTIN6B WALL O CONSTRUCTION: — — — — — — — — — — — — — — — — — — — — — — — — — — — — 9 36" HIGH 2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD I- - — - - - - - -� � _ ,.. + IRON RAIL ON 4 SILL SEAL / \\ • ANCHOR BOLTS AS PER PAGE A-200 I { b" HIGH CURB P. GONG. FOUND. WALL AS PER DETAIL UPON I F b I F • P. GONG. FOOTING AS PER DETAIL UPON Q Q ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR \ Q •: �? u IB.O. FOOTINO ( 1//2" EXPANS ON JOINT 0 PERIMETER OF SLAB (WHEN O all B _ B APPLICABLE) O _� � — Q A-300 • •• A-300 ® �j PROVIDE 4" w 0 Q =r} POURED CONC. -(v uu-- w I I INTERIOR BEAM LOCATIONS, — — — — — O SLAB 0 N w PROVIDE 4" I I O2 INTERIOR BEAM LOCATIONS SHALL BE = A 5/8 THK. PL. I I POURED GONG. COORDINATED w/LOCATION OF EXIST. JOIST �� t X u )14. 5/8 THK. H.D. ® 41 I w O iv SLAB I DETERMINEDISN FIELDE PIER L(TYPTFOR Al IONS LLL BE 1.50" GALV. PL. ry m n I 4" DRAIN x 2xbII XOL ICONNECTED NW 2'x10 F.J. ® Ib O. . HOLDOWN: Ip TO MAIN LINE ® Ib O.G. Q HOLDOWN D AS PER PAGE tu A-too 14'-II" CAP PLATE 'A' — - - -� j pzj ( Lu BEAM POCKET(TYP) ry m 12x40 A56 STEEL WIDE FLANGE I I 12x40 A36 STEEL WIDE FLANGE I 1 TYP. 5TL. COL.: V ALIGN WITH (4) 2X110 GIRDER ABOVE — — ALIGN WITH (4) 2X10 GIRDER ABOVE — — 2 — — 12'-Ijy2" I O SEE NOTED DETAIL AS PER PLAN STEEL CAP PL. DETAIL 2 .J 4"x12" DEEP P. GONG. REINFORCED —3 SCALE: 5" = P-O" V z I ? 7 I I I O kA SPREAD FT6. AS PER DETAIL (TYP) t Ib'-10" I I I m a V.I.F. v NEW WOOD STAIR 42"x42"x24" DEEP P. GONG. REINFORCED p TO FIRST FLOOR; p l �pp — — I I OO PAD FT6. (TYP) = - GUARD RAIL HT. fY - +' MIN 42" RAIL HT, i O w I I I 8.00" 4I ry ® v MIN 36" O N w > O (xv p $ NEW 2"x10" F.J. ® Ib" O.G. I - rL 0 to � zz Q p 5.00 1.50„ � ® 41v ® Ib" O.G. I I �, m x l, luI II y " Z PROVIDE 4" up � POUREDCONC. Lu 4 b 3 I SLAB N n l I I 5-1/2” O.D. 50H. 40 HOT DIP GALV. STL. COL. I L- - - - - - - - - - - - - - - - - - - - - - - - - - - Q � (ASTMA125) ASPER f, I I I Q Q PLAN WELDED TO PL. 3 - - - - - - - - - - - - - - - - - - - - - - . - - - - - - x � I I I =ry 8"x8"x5/8" THK. STL. BA5E PL. O OO O (4) 1/2" HOOKED ANCHOR BOLTS EMBEDDED INTO FOOTING MIN. 4" w/ OVERSIZED 4 WASHER AND END NUT SETUP - - - - - - - - - - - - - - - J O I O,, FOUNDATION FLAB - - - - - - - - - - - - - - - - - - - - - - - - - - ��s� PLATE '�,' 3 3 13'-lVY SCALE: 1/4" = 1'-0" 2'f'-"I" 4 STEEL BASE FL. DETAIL -3 SCALE: 5" = 1'-0" RAILING w/ REQ. A5 PER Z PLAN. RAIL SHALL HAVE w CAPACITY TO RE515T 200 L55 OF LATERAL LOAD. MATERIALS SHALL BE ONE OF V THE FOLLOWING: HOT. DIPPED GALV., EPDXY PAINTED STL., EPDXY PAINTED WROUGHT w Q IRON. Q PROVIDE STRAPPING 4 NAILING AS PER CONNECTION 'D' IN "TYPICAL rA _ NAILING/STRAPPING REQUIREMENTS O FOR UPLIFT, SHEAR, 4 LATERAL FLOOR SYSTEM WIND RESISTANCE" ON PAGE A-200 AS NOTED �p AR NEW F.J. AS PER ® EA. STUD ��(z c PLANop (2) 2"x12" P.T. SILL PLATES ATTACHMENT As PER RAIL � M• pORi 1 PON SILL SEAL UPON O I I COPPER TERMITE SHIELD MANU. NOTE:FINISH MASONRY USED (SUCH �_ 11° 5/8" Q' HOOKED ANCHOR BOLTS ® 4 i', i • = AS BLUESTONE) - MASON TO °IIS) ° 3q" O•G. w/ 3" SQUARE WASHER 4 2X10 TREATED PLATE e 1 GRADE ADJUST HGHT OF LANDING AS to I \ ,,'u REO'D TO ACCOUNT FOR FIN15H I �, �j ENDNUT;AL50 SEE ANCHOR BOLT BOLTED TO WIDE II MASONRY 11 q 0374 -1 °•°�� I SECTION ON PAGE A-200 STL. GAP PL. WELDED FLANGE •° •' a 'I• (TYPJ TF 0 ,�� (U #5 REBAR 11 TO COL.;SEE GAP PL. F }I, . 2. ALL HORZ. SURFACES SHALL BE (2) # 5 REBAR DETAILS TEEL BEAM PER PLAN .° II PITCHED m 1:4b AWAY FROM BUILDING REBAR BENT GRADE ® 48" O.G. . 11° ° °Ii, 2) HOR. #4 REBAR TO SLAB A . .r O' CONTINUOUS II , 3. FOR SLABS ABUTTING FRAMING, SHOWN a II INSTALL COPPER FLASHING FROM 12" 'y a / \//\\//\\/ z 10 THK. (MIN.) P. GONG. 5 I/2" O.D. SGH. 40 HOT DIP II ABOVE AND ADJACENT To SLAB, BED / BASE PLATE A WELDED \ \\\\\\\\\ PROJECT: GRADE BM. (4000 P51) ALL FLA5HIN6 IN ASPHALTIC MA5TIC e ;� .. •. GALV. 5TL. COL. (A5TM SIM 'II • / / �\\ \\ \\ TO COL.;SEE BASE PL. / / A5 PER FOUND. PLAN BY SIMS it , , , " F E R N A N D ES I PITCH GRADE STEEL (OR EQUAL) '. IP „ �, °,��: / s, DETAILS FOR BOLTING 4 REBAR ® 60 O.G. (1) #4 REBAR ® \\/\\/\\/\\/\\ EA. STEP; 3 L�ti /\/\/\/\/\/ 30 X18" DEEP P. GONG. Ila / / / / FOOTING (4,000 PSI) ° 3" MIN.— N® ENDS \\�\\\���\\\�\�\\\�\\�\\ RESIDENCE I1 a 6Xb-10X10 W.W.M. BETWEEN rA— I . ° •: �, . ��// \\//\\ ° I , ii 11° ° CENTER 4 UPPER � OF SLAB I I " 6X6-10X10 W.W.M. a JI. SECURED IN PLACE DURING POUR GONG. ° °• , .., •II •1O ��/ \ \ ���\/\/\/\ �..'.4' ° Il (Q MIN.) o� .•.'...i, /\/\/\\/ COMPACTED. /\\/\\/\\/ BETWEEN CENTER 4 II STAIRCASE i1 POURED GONG. WALL _'I�— ,.�� i // // // FILL / / / / 1670 STARS ROAD UPPER � OF SLAB II ° ° ° " \ \ \ \ \� \ \ \ \ \ \ /� \��������/\/\ \/\ EAST MARION, NY 11939 I I 4" POURED GONG. SLAB " ,• °• � '11 2'x4 KEYWAY �X 4• ` ,'i.. . � � � SECURED IN PLACE II II (I) #5 BENT •rya:,. /\//\ #4 REBAR ® , DURING POUR III EBAR ® II•. iii. \ �l0' O.G. (MIN. 5)� \\ \\ \\ \\ \\ \\ a '/ '/ II I 16,10.0. _ b MIL POLYRE RETARDER •,• \� \\ \\�\�\�\�\�\�\�\ II 4 P. GONG. SLAB % � \/\ /\/\/\/\/\/\/\/\/\/\/\ ° II II z / .� / / / / / / / °JI w/bxb IO/IO WWM yiiii NOTE: // // // // // // // // // ' 11 / /\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ DRAWING TITLE: \ \ \ \ \ \ \ \ \ i\\//\\ \\// //\//\//\//\//\//\//\/ / 4" POURED GONG. I I I1 m� I. REFER TO PAGE A-200 �' ° '' ° . \\/\�/\\/\\/\\/\\/\\/\\/\\/\\ . I I _ UPON COMPACTED °✓,,�a , SLAB < 111 (2) #5 REBAR FOR NAILING AND 4" GRAVEL BASE _ ' ' ' _• NEW FOUNDATION / / / / / / / / "II . 2) HOR. #4 REBAR FILL �i�i \ \ \ \ \ \/-\ \ \ \ \ \ b MIL POLY l II° . CONTINUOUS STRAPPING OF ALL UPON GLEAN ° . WALL \�/\\/\\/\\/\\/\\/\\/\\/\\/\\ , 1� . . //\//\/ / FOUNDATION PLAN COMPACT FILL °• // // // // // // // // // ------ --, \ \ /\/\/\/\/\/\ ALL P. GONG. DETAILS \ \ \ \ \ \ \ \ \ .11 \ \ii:� � If I COMPONENTS ° ' \ \ \ \ \ \ \ \ \ Mo1sTu ° n°11 •. . . , �t •: 1 \ \ ' P \ \ \ \ \ RETARDER °• ISI \/\/\/\// I1 I I. I \ \\ /\\/\\/\\j\\/\\/\\/\\ 4,00o 4" GRAVEL BASE • I I 5'MIN _—4r�°��r; ° /\/\/\ // // // // UPON GLEAN ° m ° ,a �,•° / /////////// / / / 3) HOR. #4 REBAR \\ #4 BENT REBAR COMPACT FILL • LL � i • • a . 4 (3) #5 REBAR COMPACTED FILL °L •• dJ 10" O.G. (MIN. 3) PAGE: . v ;j. ,°. in :2 (3) #5 REBAR (3) #5 REBAR 3" MIN. 2'-0.. mA-300 6"MIN # 5 BENT REBAR DATE: 06/14/17 40174 I FOU`Nr1 ). DETAIL 2 I NTER I Oil FOUND. SUFFORT DETAIL fEX7ER I OR STAIR SECTION 4 GONCoRETE STAIR SECT 101 -3 SCALE: 5/4" = 1'-0" -3 _ -3 _ -3 SCALE: 5/4 - 1'-0" SCALE: 3/4 - I -O 5GALE: 5/4" = I'-0" PLACE FOR JOB STICKER DERE