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HomeMy WebLinkAbout2159 MAIN STREETro,,s7 /l?ajn &i, o i ...........„,,,,, .: ,oy s \ . i ,. n+e Bar Town ofBarnstable U11 1 g t post ThisiCardSo That it is Visible-From the Street` Approved Plans Must be Retained'on JO-Wand this Card Must be Kept,. Al epee. Posted Until Final Inspection HasBeen Made. A !� z b Where a Certificate of Occupancy is'Required,such Buildingall Not be Occupied until a Final Inspection has been made. A Permit No. B-20-9 Applicant Name: William McCluskey Approvals Date Issued: 01/02/2020 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 07/02/2020 Foundation: Location: 2159 MAIN ST./RTE 6A(BARN.), BARNSTABLE Map/Lot: 237-040 Zoning District: RF Sheathing: Owner on Record: PETERS,WILLIAM B&NATALIE M Contractor Name: .,William J McCluskley Framing: 1 Address: 2159 MAIN STREET Contractor License: 102776 2 WEST BARNSTABLE,MA 02668 "`""' "^ Est. Project Cost: $5,000.00 Chimney: Description: Add R-19 cellulose to the attic.Add R-19 fiberglass to the basement. Permit Fee: $85.00 Air seal the attic plane and basement with expanding foam.General Insulation: Fee Paid: $85.00 weatherization ,,'` Date: / 1/2/2020 Final. Project Review Req: E. �' 0 �j� 1�,y Plumbing/Gas Rough Plumbing: . '' 1,,. Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterissuance. All work authorized by this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws riC:1 codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. 1 -,` Electrical Minimum of Five Call Inspections Required for All Construction Work: M are provided on thisEermit. Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officialsp 1.Foundation or Footing 1 -' ' Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 1.5 11/4--L. SCr-)'T j �d Cape Save Inc. 7-D Huntington Avenue yC) co South Yarmouth, MA 02664 'o Tel: 508-398-0398 Fax: 508-398-0399 o) 2 \> �o 1/20/20 Brian Florence CBO Town of Barnstable Building Division 200 Main St. Hyannis,MA 02601 RE: Insulation Permit B-20-9 Dear Mr. Florence: This affidavit is to certify that all work completed for 2159 Main St,3012t Barnstable has been inspected by a third party Certified Building Performance Institute(BPI)Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, \\\\*- / William McCluskey ✓�. ---\\ Town of : arnstable R CE�PT 41 ! t BA ; 200 Main Street, Hyannis MA 02601 508-862-4038 a =;9:4(zig. Application for Building Permit 7,0 Application No: TB-17-3655 Date Recieved: 10/20/2017 Job Location: 2159 MAIN ST./RTE 6A(BARN.), BARNSTABLE Permit For: Building-Siding/Windows/Roof/Doors Contractor's Name: George H Ryan State Lic. No: CS-009622 Address: , Mashpee, MA 02649 Applicant Phone: (508) 509-5210 (Home)Owner's Name: QUINN,THOMAS Phone: (508)726-2600 (Home)Owner's Address: 28 QUINNS WAY, MASHPEE, MA 02649 Work Description: Remove existing asphalt roof, install ice and water shield three foot at eves and valleys, install 15 lb felt paper in field, new pipe flanges,install 30 year arch. shingles with hurricane nailing pattern.complete labor and material Total Value Of Work To Be Performed: $5,500.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued, it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: George Ryan 10/20/2017 (508)509-5210 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $5,500.00 Date Paid , Amount Paid Check#or CC# Pay Type Total Permit Fee: $35.00 10/20/2017 1 $35.00 XXXX-XXXX-XXXX-, Credit Card I 0618 ... Total Permit Fee Paid: $35.00 01 TI I$. JS N? b.. A FERI IT , . r,R-d , Of l SEA&B Engineering P.O. Box 688 , 44,*\\, Eastham MA 02642-0688 /�@��� % (508) 240-3987 February 6, 2016 ,,,,.."-se.,--u`al v- i Mr. Joseph Botelho ��.;i i P.O. Box 285 -�/� West Barnstable,MA 02668 - '/C Reference: Lot 2-2159 Main St.,West Barnstable,MA Dear Joe, The additions and renovations for this home have been evaluated according to your drawings and the requirements of the 8th edition of the building code for wind exposure B, and the WFCM guide (wood framing construction manual). The following is a listing of steel and LVL beams with letter designations for the steel beams and numer designations preceeded by "L"s for the LVL beams that relate to those shown on the drawings. Beams LVLs A: W10x22 L 1: 5 1/4 x 9 1/2 B: W10x22 L2: 31/2x91/4 C: W10x30 L3: 13/4x91/2 D: W 10x26 L 4: 3 1/2 x 9 1/4 E: W10x30 L 5: 1 3/4 x 11 7/8 F: W10x22 L 6: 3 1/2 x 11 7/8 G: W 10x33 L 7: 3 1/2 x 11 7/8 H: W10x33 L 8: 1 3/4 x 11 7/8 I: W12x45 L 9 : 3 1/2 x 11 7/8 \ J: W12x45 L 10: 1 3/4 x 11 7/8 K: W10x30 L 11: 5 1/4 x 11 7/8 L: W10x26 L12: 3 1/2 x 11 7/8 M: W10x30 L 13: 1 3/4 x 11 7/8 ,—- L 14: 5 1/4 x 11 7/8 L15: 3 1/2 x 11 7/8 General o All of the steel beams are to have their own column supports at each end. On the foundation plan, sheet 3 of the drawings, beams E and D each have column supports landing on Footing 4, and beams D and C each have column supports landing on Footing 3. The ends of beams E and D over Footing 4 are to be spaced apart by 1/4 to 1/4 inches. The ends of beams D and C over Footing 3 are to be spaced apart by 1/4 to 1/2 inches. e All steel beams are to be supported, stiffened and connected as shown in Sheets 102 to 108. o Steel beam support columns that rest on foundation walls are to rest on steel base plates on the walls, 8 in. x 12 in. x Y2 in. thick. The base plates are to be secured with two '/4 in. dia. 7 in. long Hilti bolts into the concrete with one centered on each side of each column in the directions of the walls. The columns are to be welded to the base plates with 1/8 in. fillet welds, all around. The base plates may be embedded into the walls for flush surfaces if desired. o Steel beams E and D with columns that rest on footing#4, and beams D and C with columns that rest on footing#3 are to rest on steel base plates 14 in. x 14 in. x %2 in. thick centered on footings that are both 46 in.min. x 46 in. min. x 23 in. min deep with five#4 bars both ways,top and bottom. The base plates are to be secured with 1/4 in. dia., 7 in. long Hilti bolts into each corner with 1 '/2 in. edge distance from each side at the corners. The columns are to be welded to the base plates with 1/8 in. fillet welds, all around. The base plates may be embedded into the footings for flush surfaces if desired. o The column supporting the other end of beam C that rests on footing#2 is to rest on a steel base plate 12 in. x 12 in. x %2 in. thick centered on a footing 40 in. min. x 40 in. min. x 20 in. min deep with five#4 bars both ways at the bottom. The base plate is to be secured with '/4 in. dia., 7 in. long Hilti bolts into each corner with 1 Y2 in. edge distance from each side at the corners. The column is to be welded to the base plate with a 1/8 in. fillet weld, all around. The base plate may be embedded into the footing for a flush surface if desired. o The column supporting the other end of beam B that rests on footing#1 is to rest on a steel base plate 10 in. x 10 in. x '/2 in. thick centered on a footing 32 in. min.x 32 in. min. x 16 in. min deep with no rebar. The base plate is to be secured with%in. dia., 7 in. long Hilti bolts into each corner with 1 '/2 in. edge distance from each side at the corners. The column is to be welded to the base plate with a 1/8 in. fillet weld, all around. The base plate ma*be embedded into the footing for a flush surface if desired. o The outer end of beam J is to rest on header beam M. The lower flange edges of beam J are to be welded to the upper flange surface of beam M with 1/8 in. fillet welds. o The drawings require TJI 230 x 9 1/2 and TJI 360 x 11 7/8 floor joists for the first and second floors. With the TJI joists, squash plates are required for all concentrated loads from above and web stiffeners are required for all support locations from below. These and other TJI connection requirements are to be as shown in sheets 115 and 116. o The LVLs indicated in the drawing that are 5 1/4 x 9 '/2 and 3 '/2 x 9 '/2 may be made up of multiple members as shown in sheet 117. The 5 1/4 width members may be connected as shown in Assembly B of sheet 117. The 3 Y2 width members may be connected as shown in Assembly A of sheet 117. In both cases,two rows of/2 in. dia. through bolts at 16 in. o.c.,washers on each side are required. Torque each to 24 ft. lbs.,then re torque each again. • Analysis Wind load selection is based on based on roof pitch,wall and roof surface area, and area section location. The roof angle for sections A, C and E is 33.69 degrees. Maximum horizontal wind load for this angle is 21.8 psf. This resolves to a vertical wind loading of 10.06 psf. The roof angle for section B is also 33.69 degrees. Maximum horizontal wind load for this angle is 21.8 psf. This resolves to a vertical wind loading of 10.06 psf. The lower projection of section B is 29.1 degrees. Maximum horizontal wind load for this angle is 29.1 psf. This resolves to a vertical wind loading of 11.64 psf. The roof angle for section D is also 33.69 degrees. Maximum horizontal wind load for this angle is 21.8 psf. This resolves to a vertical wind loading of 10.06 psf. The lower projection of section D on the right is 45 degrees. Maximum horizontal wind load for this angle is 21.8 psf. This resolves to a vertical wind loading of 10.9 psf The lower projection of section D on the left is 33.69 degrees. Maximum horizontal wind load for this angle is 21.8 psf. This resolves to a vertical wind loading of 10.06 psf. The horizontal wind load for external walls is 22.6 psf. Total vertical loading on the roof consists of snow plus 1/2 vertical wind and material weight. Internal floor live loads are 40 psf. All material weight is evaluated and combined in by the computer. Analytical Sheets o Sheets 1 to 55 show the section model,vertical and wind shear loading illustrations, node identifications,member identifications, maximum node deflections, maximum member stresses, and support reactions for the section models. e Sheets 56 to 101 are the analytical sizing sheets for the steel and LVLbeams. e Sheets 102 to 108 show the steel beam stiffening and support column to beam connection requirements. o Sheets 109 to 114 are the analytical sizing sheets for the column footings. o Sheets 115 and 116 showthe connection and support requirements for the TJIs. e Sheet 117 shows the connection requirements for multi memberlYLs. Please let me know if you have questions. 417 Regards, AtilIDOZSON1'r{. 9 4:34.-ada2.4-4.01-<— Richard P. Anderson /41 . �/4 /'� SEA&B Engineering. P.O.Box 688 Eastham, MA 02642-0688 (508)240-3987 February 5,2016 Mr. Joseph Botelho P.O. Box 285 West Barnstable,MA 0266.8 Reference: Lot 2-2159 Main St.,West Barnstable,MA Joc_ I Jere is a list of the footings: 1: 32 in. min_x 32 in.min x 16 in. min. deep with no rebar 2: 40 in. min. x 40 in. min x 20 in.min. deep with five#4 bars both ways at the bottom. • 3: 46 in. min.. x 46 in. min. x 23 in.min. deep with five#4 bars both ways,top and bottom. 4: 46 in. min_ x 46 in. min_ x 23 in:min.deep with five#4 bars both ways;top and bottom. 1•r '•• Job No Sheet No Rev Software licensed to Microsoft Part Job Title Ref u-P`CA9 b,7 g 4b By Dick A Date31-Jan-16 Chd Client jjj`�����, _ File Lot 2-2159,Sect.,A.std Date/rme 31-Jan-2016 15:25 r ,0000111011.16 \c-X I - ii % Load 1 Print Time/Date:31/01/2016 15:41 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 lr Jab No Sheet No Rev 02 0..„7/1 Software licensed to Microsoft Part Job Title jam" /- Ref -rer4 -Cr"a/ /d 1/Z✓/i _th ;7 m/7 By Dick A Datc31-Jan-16 CM Fite Lot 2-2159,Sect.,A.std Date/Time 31-Jan-2016 15:25 f,`IIIIIII k01114 mil... /1/1 ,- 0.00:0000,0,,, /// 1011011- , ,piszovi11i I ppj 1011 ILLIIII/ Z 11011.°66111 001 011° 0 l0000.ug Load 2 Print Time/Date:31/01/2016 15:41 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 ill!'-. ! 1 Job No Sheet No •Rev jam Cr3 • I i . • Software licensed to Microsoft Part Job Title / C Ai Ref / ✓,� / 4 fie Pi ?Zr_"' a a By Dick A Date31-Jan-16 Chd Client Fite Lot 2-2159,Sect.,A.std Date/Time 31-Jan-2016 15:25 •5----, ''6 \'7 . B r 13'11 ''' � 9 r---10 ---, Load 2 1 Print Time/Date:31/01/2016 15:42 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 1►. ' A Job No Sheet No Rev 7::**'. 4 Software licensed to Microsoft Part Job Title /, / Ref fr'P M 4�r f�'Ah 'A,t _L�0 y9 By Dick A Date31-Jan-16 Chd Client ` f T' -7 Fite Lot 2-2159,Sect.,A.std Bate/Time 31-Jan-2016 15:25 6\ 3 11 10 178 %T 2 -''13 1 8 X 1 15' j2 14' Load 2 55 Print Time/Date:31/01/2016 15:42 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 i► '-e! Job No Sheet No Rev ice: .�rs� Part Software licensed to Microsoft Job Title Ref ,hel, 1/�E3 1� � f. <y 4'.0P . By Dick A Date31-Jan-16 Chd Client File Lot 2-2159,Sect.,A.std Date/Time 31-Jan-2016 15:25 Node L/C X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 6 3 -0.108 -0.074 .0.000 0.131 0.000 0.000 -0.002 6 2 -0.099 -0.067 0.000 0.119 0.000 0.000 -0.002 4 3 -0.101 -0.036 0.000 0.107 0.000 0.000 -0.000 5 3 -0.092 -0.049 0.000 0.104 0.000 0.000 -0.001 12 3 -0.096 -0.036 0.000 0.102 0.000 0.000 -0.002 3 3 -0.099 -0.024 0.000 0.102 0.000 0.000 -0.001 4 2 -0.093 -0.032 0.000 0.098 0.000 0.000 -0.000 5 2 -0.084 -0.044 0.000 0.095 0.000 0.000 -0.001 7 3 -0.089 -0.031 0.000 0.095 0.000 0.000 0.004 12 2 -0.088 -0.033 0.000 0.094 0.000 0.000 -0.001 3 2 -0.091 -0.021 0.000 0.093 0.000 0.000 -0.001 7 2 -0.082 -0.028 0.000 0.087 0.000 0.000 0.004 8 3 0.000 -0.018 0.000 0.018 0.000 0.000 0.001 13 3 -0.000 -0.017 0.000 0.017 0.000 0.000 0.001 8 2 0.000 -0.016 0.000 0.016 0.000 0.000 0.001 13 2 -0.000 -0.015 0.000 0.015 0.000 0.000 0.001 2 3 -0.000 -0.014 0.000 0.014 0.000 0.000 -0.001 2 2 -0.000 -0.012 0.000 0.012 0.000 0.000 -0.001 6 1 -0.009 -0.007 0.000 0.011 0.000 0.000 -0.000 4 1 -0.008 -0.004 0.000 0.009 0.000 0.000 0.000 5 1 -0.008 -0.005 0.000 0.009 0.000 0.000 -0.000 3 1 -0.008 -0.003 0.000 0.009 0.000 0.000 -0.000 12 1 -0.008 -0.003 0.000 0.009 0.000 0.000 -0.000 7 1 -0.007 -0.003 0.000 0.008 • 0.000 0.000 0.000 8 1 0.000 -0.002 0.000 0.002 0.000 0.000 0.000 2 1 -0.000 -0.002 0.000 0.002 0.000 0.000 -0.000 13 1 -0.000 -0.002 0.000 0.002 0.000 0.000 0.000 10 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date:31/01/2016 15:43 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 r Job No Sheet No Rev f Part Software licensed to Microsoft Job Title - Ref 4-eirf 4.k.r , ,p S 3 A/q By Dick A Date31-Jan-16 Chd Client / I'�/ File Lot 2-2159,Sect.,A.std Date/Time 31-Jan-2016 15:25 • Beam L/C Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) (psi) (psi) (psi) (psi) 7 3 0.000 137.606 0.000 -388.116 525.723 5.696 0.000 7 2 0.000 125.358 0.000 -355.570 480.928 5.223 0.000 7 3 0.083 137.829 0.000 -337.232 475.062 5.696 0.000 7 2 0.083 125.358 0.000 -308.916 434.274 5.223 0.000 6 3 0.583 56.355 0.000 370.071 426.426 0.401 0.000 7 3 0.167 138.052 0.000 -286.348 424.401 5.696 0.000 6 3 0.667 58.372 0.000 359.573 417.945 -3.165 0.000 6 3 0.500 54.338 0.000 353.474 407.811 3.967 0.000 3 3 1.000 43.858 0.000 -355.566 399.424 -22.494 -0.000 6 2 0.583 51.004 0.000 338.059 389.063 0.399 0.000 7 2 0.167 125.358 0.000 -262.262 387.621 5.223 0.000 6 3 0.750 60.389 0.000 321.977 382.366 -6.731 0.000 6 2 0.667 52.840 0.000 328.761 381.601 -2.846 0.000 18 3 0.000 201.510 0.000 176.241 377.752 -1.569 0.000 7 3 0.250 138.275 0.000 -235.464 373.739 5.696 0.000 6 2 0.500 49.168 0.000 322.698 371.866 3.644 0.000 3 2 1.000 39.642 0.000 -324.336 363.978 -20.485 -0.000 7 3 1.000 140.282 0.000 222.493 362.775 5.696 -0.000 6 3 0.417 52.320 0.000 309.779 362.099 7.533 0.000 6 3 0.000 42.234 0.000 -315.149 357.383 25.364 0.000 2 3 0.000 103.302 0.000 253.341 356.643 -4.698 0.000 18 3 0.083 201.733 0.000 154.218 355.951 -1.569 0.000 2 3 1.000 100.626 0.000 -250.246 350.873 -4.698 -0.000 6 2 0.750 54.675 0.000 294.805 349.481 -6.091 0.000 18 2 0.000 184.676 0.000 161.982 346.658 -1.444 0.000 7 2 0.250 125.358 0.000 -215.609 340.967 5.223 0.000 18 3 0.167 201.956 0.000 132.195 334.151 -1.569 0.000 6 2 0.417 47.333 0.000 282.678 330.011 6.889 0.000 7 2 1.000 125.358 0.000 204.274 329.632 5.223 -0.000 18 2 0.083 184.676 0.000 141.716 326.392 -1.444 0.000 6 2 0.000 38.154 0.000 -287.298 325.452 23.115 0.000 2 2 0.000 91.468 0.000 232.226 323.694 -4.304 0.000 3 3 0.000 68.064 0.000 -255.485 323.549 20.299 0.000 7 3 0.333 138.498 0.000 -184.580 323.078 5.696 0.000 2 2 1.000 91.468 0.000 -229.131 320.599 -4.304 -0.000 6 3 0.833 62.406 0.000 257.284 319.691 -10.297 0.000 2 3 0.083 103.079 0.000 211.375 314.455 -4.698 0.000 18 3 0.250 202.179 0.000 110.172 312.351 -1.569 0.000 7 3 0.917 140.059 0.000 171.609 311.668 5.696 0.000 2 3 0.917 100.849 0.000 -208.281 309.130 -4.698 0.000 8 3 0.000 183.321 0.000 -124.988 308.309 1.716 0.000 18 2 0.167 184.676 0.000 121.449 306.125 -1.444 0.000 15 3 0.500 0.000 0.000 297.609 297.609 0.000 0.000 7 2 0.333 125.358 0.000 -168.955 294.313 5.223 0.000 3 2 0.000 61.670 0.000 -231.854 293.524 18.457 0.000 8 3 0.083 183.548 0.000 -109.382 292.930 1.716 0.000 Print Time/Date:31/01/2016 15:43 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 15 t 7 Job No Sheet No Rev 4 7 Software licensed to Microsoft Part Job Title Ref 7/r2��I id.w e 0 el r By Dick A Date31-Jan-16 Chd Client !ll��� File Lot 2-2159,Sect.,A.std Date/rme 31-Jan-2016 15:25 Node L/C Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) 9 3 -0.012 1.979 0.000 0.000 0.000 -13.290 ' 11 3 0.005 1.975 0.000 0.000 0.000 -10.954 11 2 0.005 1.799 0.000 0.000 0.000 -9.779 9 2 -0.011 1.773 0.000 0.000 0.000 -12.354 1 3 0.007 1.532 0.000 0.000 0.000 7.607 1 2 0.006 1.362 0.000 0.000 0.000 7.072 10 3 0.000 0.781 0.000 0.000 0.000 : 5.880 : 10 2 0.000 0.725 0.000 0.000 0.000 ' 5.464 ' 9 1 -0.001 0.206 0.000 0.000 0.000 -0.936 11 1 0.000 0.176 0.000 0.000 0.000 -1.175 1 1 0.001 0.170 0.000 0.000 0.000 0.535 10 1 0.000 0.055 0.000 0.000 0.000 0.416 • Print Time/Date:31/01/2016 15:44 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 -dovre •' _7 Job No Sheet No Rev Software licensed to Microsoft Part Job Title Ref J/�I ,e g r+�/l 1= 4 a 4 c y4 By DickA Date31-Jan-16 Chd Client SIX II 7 '` File Lot 2-2159,Sect.A,wind Daternme 31-Jan-2016 15:38 /2 i OD'_ - -I /Ow- . polo op11 1111001111 1 NW III ill II 1111,140,10 i . 01110000 ,,, 11111111.1111 '� Load 2 Print Time/Date:31/01/2016 15:39 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 Pr ' -""! Job No Sheet No Rev . Software licensed to Microsoft Part Job Title Ref A 4 , J` /p �.0 At 5- By Dick A Da1e31-Jan-16 Chd Client Y File Lot 2-2159,Sect.A,wind DateMme 31-Jan-2016 15:34 Node LIC X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 6 3 -0.843 -0.055 0.000 0.844 0.000 0.000 -0.002 4 3 -0.840 0.019 0.000 0.840 0.000 0.000 -0.001 6 2 -0.833 -0.048 0.000 0.835 0.000 0.000 -0.002 4 2 -0.832 0.022 0.000 0.832 0.000 0.000 -0.001 5 3 -0.817 -0.016 0.000 0.817 0.000 0.000 -0.002 12 3 -0.816 -0.031 0.000 0.817 0.000 0.000 -0.002 3 3 -0.817 -0.013 0.000 0.817 0.000 0.000 0.001 7 3 -0.816 -0.015 0.000 0.817 0.000 0.000 0.004 5 2 -0.810 -0.011 0.000 0.810 0.000 0.000 -0.002 7 2 -0.809 -0.011 0.000 0.809 0.000 0.000 0.004 12 2 -0.808 -0.028 0.000 0.809 0.000 0.000 -0.002 3 2 -0.808 -0.011 0.000 0.808 0.000 0.000 0.001 13 3 -0.000 -0.014 0.000 0.014 0.000 0.000 0.001 13 2 -0.000 -0.012 0.000 0.012 0.000 0.000 0.001 6 1 -0.009 -0.007 0.000 0.011 0.000 0.000 -0.000 8 3 -0.001 -0.009 0.000 0.009 0.000 0.000 0.002 4 1 -0.008 -0.004 0.000 0.009 0.000 0.000 0.000 2 3 -0.001 -0.009 0.000 0.009 0.000 0.000 -0.000 5 1 -0.008 -0.005 0.000 0.009 0.000 0.000 -0.000 3 1 -0.008 -0.003 0.000 0.009 0.000 0.000 -0.000 12 1 -0.008 -0.003 0.000 0.009 0.000 0.000 -0.000 7 1 -0.007 -0.003 0.000 0.008 0.000 0.000 0.000 2 2 -0.001 -0.008 0.000 0.008 0.000 0.000 -0.000 8 2 -0.001 -0.007 0.000 0.008 0.000 0.000 0.002 8 1 0.000 -0.002 0.000 0.002 0.000 0.000 0.000 2 1 -0.000 -0.002 0.000 0.002 0.000 0.000 -0.000 13 1 . -0.000 -0.002 0.000 0.002 0.000 0.000 0.000 10 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date:31/01/2016 15:35 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 i�'" .4 Job No Sheet No Rev s:. 4`lO Software licensed to Microsoft 21 Part Job Title Ref I,l,,,Q 4441 c' 3--4 it r ` lv�/ By Dick A Date31-Jan-16 Chd Client / I File Lot 2-2159,Sect.A,wind Date/Time 31-Jan-2016 15:34 Beam LJC Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) (psi) (psi) (psi) (psi) 2 3 0.000 44.174 0.000 1.16E+3 1.21E+3 -21.035 0.000 2 2 0.000 32.339 0.000 1.14E+3 1.17E+3 -20.641 0.000 2 3 1.000 41.498 0.000 -1.09E+3 1.14E+3 -21.035 -0.000 2 2 1.000 32.339 0.000 -1.07E+3 1.11E+3 -20.641 -0.000 18 3 0.000 176.203 0.000 887.464 1.06E+3 -9.955 0.000 18 2 0.000 159.369 0.000 873.205 1.03E+3 -9.830 0.000 2 3 0.083 43.951 0.000 973.000 1.02E+3 -21.035 0.000 2 2 0.083 32.339 0.000 955.404 987.744 -20.641 0.000 18 3 1.000 178.879 0.000 -789.468 968.347 -9.955 -0.000 7 2 1.000 42.082 0.000 -919.177 961.258 -22.187 -0.000 7 3 1.000 57.006 0.000 -900.958 957.963 -21.714 -0.000 2 3 0.917 41.721 0.000 -906.019 947.740 -21.035 0.000 18 2 1.000 159.369 0.000 -782.649 942.018 -9.830 -0.000 18 3 0.083 176.426 0.000 747.720 924.146 -9.955 0.000 2 2 0.917 32.339 0.000 -888.423 920.762 -20.641 0.000 18 2 0.083 159.369 0.000 735.217 894.586 -9.830 0.000 2 3 0.167 43.728 0.000 785.098 828.825 -21.035 0.000 18 3 0.917 178.656 0.000 -649.724 828.380 -9.955 0.000 18 2 0.917 159.369 0.000 -644.662 804.030 -9.830 0.000 2 2 0.167 32.339 0.000 771.021 803.361 -20.641 0.000 18 3 0.167 176.649 0.000 607.975 784.624 -9.955 0.000 7 3 0.917 56.783 0.000 -713.928 770.710 -20.162 0.000 7 2 0.917 42.082 0.000 -727.916 769.998 -20.635 0.000 2 3 0.833 41.944 0.000 -718.117 760.061 -21.035 0.000 18 2 0.167 159.369 0.000 597.229 756.598 -9.830 0.000 2 2 0.833 32.339 0.000 -704.040 736.379 -20.641 0.000 13 3 0.000 14.050 0.000 -685.444 699.494 41.108 0.000 18 3 0.833 178.433 0.000 -509.979 688.412 -9.955 0.000 18 2 0.833 159.369 0.000 -506.674 666.042 -9.830 0.000 13 2 0.000 14.190 0.000 -636.135 650.325 38.039 0.000 18 3 0.250 176.872 0.000 468.231 645.103 -9.955 0.000 2 • 3 0.250 43.505 0.000 597.196 640.701 -21.035 0.000 ' 2 2 0.250 32.339 0.000 586.639 618.978 -20.641 0.000 18 2 0.250 159.369 0.000 459.241 618.610 -9.830 0.000 7 3 0.833 56.560 0.000 -540.761 597.321 -18.610 0.000 7 2 0.833 42.082 0.000 -550.519 592.601 -19.083 0.000 2 3 0.750 42.167 0.000 -530.215 572.382 -21.035 0.000 2 2 0.750 32.339 0.000 -519.657 551.997 -20.641 0.000 18 3 0.750 178.210 0.000 -370.235 548.445 -9.955 0.000 11 3 0.000 0.525 0.000 -544.076 544.601 39.297 0.000 18 2 0.750 159.369 0.000 -368.686 528.054 -9.830 0.000 18 3 0.333 177.095 0.000 328.487 505.582 -9.955 0.000 7 2 0.000 42.082 0.000 460.924 503.006 -3.563 0.000 11 2 0.000 4.013 0.000 -494.832 498.845 36.002 0.000 11 3 0.583 0.525 0.000 491.850 492.375 -1.131 0.000 7 3 0.000 54.330 0.000 428.378 482.707 -3.089 0.000 Print Time/Date:31/01/2016 15:35 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 15 i► ' ," Job No Sheet No Rev 1 r Part Software licensed to Microsoft Job Title Ref (/ ,5�•+/- ie- t g c B#7 S By Dick A Date31-Jan-16 Chd Client /( File Lot 2-2159,Sect.A,wind Date/Time 31 Jan 2016 15:34 Node LJC Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) 11 3 0.429 1.821 0.000 0.000 0.000 -3.293 11 2 0.429 1.645 0.000 0.000 • 0.000 -2.118 9 3 0.046 1.241 ' 0.000 0.000 0.000 -14.273 1 3 0.002 1.117 0.000 0.000 0.000 7.809 9 2 0.047 1.035 0.000 0.000 0.000 -13.337 1 2 0.001 0.946 0.000 0.000 0.000 7.274 10 3 0.000 0.781 0.000 0.000 0.000 5.880 10 2 0.000 0.725 0.000 0.000 0.000 5.464 9 1 -0.001 0.206 0.000 0.000 0.000 -0.936 11 1 0.000 0.176 0.000 0.000 0.000 -1.175 1 1 0.001 0.170 0.000 0.000 0.000 0.535 10 1 0.000 0.055 0.000 0.000 0.000 0.416 Print Time/Date:31/01/2016 15:36 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 NiJob No Part Sheet No Rev __ f Software licensed to Microsoft Job Title Ref C7"4 6 ei 0 41155 J / By DickA Date30-Jan-16 Chd Client File Lot 2-215,9 Sect.B.std Date/Time 04-Feb-2016 14:26 \c-X i;rV 1 I i /i Load 1 Print Time/Date:04/02/2016 14:27 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 Job No Sheet No Rev 4?„ N---:-- Part Software licensed to Microsoft Job liitlee Ref V PT A cal Load J//L s 74 *.4 O I? By Dick A Dafe30-Jan-16 Chd Client File Lot 2-215,9 Sect.B.std Date/Tme 04-Feb-2016 14:28 , , /yL,' ,,,irs10000010016 1 Of /4011111 1'''/ 1 \c"X : IIIIIIIIIIIIIIIII ' 1 10101610#1...3A 0 ' ia Load 2 i Print Time/Date:04/02/2016 14:28 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 I► _ "-'1 Job No Sheet No Rev Software licensed to Microsoft Part Job Title Ref // e,4®, 1;54 pi r a td, By Dick A Date30-Jan-16 Chd Client R >H File Lot 2-215,9 Sect.B.std Datemme 04-Feb-2016 14:28 5'`'—7�.6\ 9�. yi 10 16 / 14 '15 if T 4 12 17 22 '"-1 �_ 13—"I Z 2 25 20 23 24 Load 2 1— Print Time/Date:04/02/2016 14:29 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 I►- "'.1 Job No Sheet No Rev c s Software licensed to Microsoft Part Job Title l Ref j��10 A4 4V.�,✓4" 4PV0/1•0.1 By Dick A Date30-Jan-16 Chd Client VVV File Lot 2-215,9 Sect.B.std Date/Time 04-Feb-2016 14:28 5'206:.i\• 17�. _221 2 2 9 i 36 19 113 24• •j.— 23 // • —�15-_— 1 14�,"1I 34 g 32 � 30 12 -"i v 1_/26,_',4—27 L, 35 1 40.. 1 39 29 i I _/38 ii 1 37 is Load 2 i.6 Print Time/Date:04/02/2016 14:29 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 1► Job No Sheet No Rev ii.... .] Software licensed to Microsoft Part Job Title -/ Ref �7 '4/%0 D1r 'd a frf s Al O BY Dick A Date30-Jan-16 Chd Client / �/' File Lot 2-215,9 Sect.B.std Date/Time 04-Feb-2016 14:28 Node UC X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 9 3 -0.133 -0.173 0.000 0.218 0.000 0.000 0.002 4 3 -0.208 -0.010 0.000 0.208 0.000 0.000 -0.001 15 3 -0.205 -0.029 0.000 0.207 0.000 0.000 -0.001 14 3 -0.206 -0.014 0.000 0.206 0.000 0.000 0.000 5 3 -0.105 -0.174 0.000 0.203 0.000 0.000 0.001 8 3 -0.121 -0.162 0.000 0.202 0.000 0.000 -0.001 6 3 -0.116 -0.158 0.000 0.196 0.000 0.000 0.001 9 2 -0.117 -0.153 0.000 0.193 0.000 0.000 0.002 16 3 -0.140 -0.129 0.000 0.190 0.000 0.000 -0.002 7 3 -0.109 -0.148 0.000 0.184 0.000 0.000 0.000 4 2 -0.183 -0.009 0.000 0.183 0.000 0.000 -0.001 15 2 -0.180 -0.025 0.000 0.182 0.000 0.000 -0.001 14 2 -0.181 -0.013 0.000 0.181 0.000 0.000 0.000 5 2 -0.092 -0.155 0.000 0.180 0.000 0.000 0.001 8 2 -0.106 -0.143 0.000 0.177 0.000 0.000 -0.001 6 2 -0.102 -0.140 0.000 0.173 0.000 0.000 0.001 16 2 -0.123 -0.112 0.000 0.166 0.000 0.000 -0.002 7 2 -0.095 -0.130 0.000 0.161 0.000 0.000 0.000 10 3 -0.026 -0.009 0.000 0.027 0.000 0.000 0.005 15 1 -0.025 -0.004 0.000 0.025 0.000 0.000 -0.000 9 1 -0.016 -0.019 0.000 0.025 0.000 0.000 0.000 4 1 -0.025 -0.001 0.000 0.025 0.000 0.000 -0.000 14 1 -0.025 -0.001 0.000 0.025 0.000 0.000 -0.000 8 1 -0.015 -0.019 0.000 0.025 0.000 0.000 -0.000 10 2 -0.022 -0.008 0.000 0.024 0.000 0.000 0.004 16 1 -0.016 -0.017 0.000 0.024 0.000 0.000 -0.000 5 1 -0.014 -0.019 0.000 0.023 0.000 0.000 0.000 6 1 -0.014 -0.018 0.000 0.023 0.000 0.000 0.000 7 1 -0.014 -0.018 0.000 0.023 0.000 0.000 -0.000 17 3 -0.000 -0.018 0.000 0.018 0.000 0.000 -0.001 17 2 -0.000 -0.015 0.000 0.015 0.000 0.000 -0.001 21 3 -0.000 -0.008 0.000 0.008 0.000 0.000 0.000 21 2 -0.000 -0.007 0.000 0.007 0.000 0.000 0.000 11 3 0.002 -0.004 0.000 0.005 0.000 0.000 -0.001 12 3 0.001 -0.004 0.000 0.004 0.000 0.000 0.001 11 2 0.002 -0.003 0.000 0.004 0.000 0.000 -0.001 12 2 0.001 -0.004 0.000 0.004 0.000 0.000 0.001 10 1 -0.004 -0.001 0.000 0.004 0.000 0.000 0.001 17 1 -0.000 -0.003 0.000 0.003 0.000 0.000 -0.000 2 3 0.000 -0.002 0.000 0.002 0.000 0.000 -0.000 2 2 0.000 -0.001 0.000 0.001 0.000 0.000 -0.000 21 1 -0.000 -0.001 0.000 0.001 0.000 0.000 0.000 11 1 0.000 -0.000 0.000 0.001 0.000 0.000 -0.000 12 1 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 2 1 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 3 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date:04/02/2016 14:31 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 2 i► .� Job No Sheet No Rev I _. */7 _ Software licensed to Microsoft Part Job Title Ref Ale isf 64,gyp r 3. e tr Al By Dick A Date30-Jan-16 Chd Client I File Lot 2-215,9 Sect.B.std Datemme 04-Feb-2016 14:28 Beam LJC Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) (psi) (psi) (psi) (psi) 9 3 0.000 27.780 0.000 846.857 874.638 -36.688 0.000 9 3 0.083 28.336 0.000 769.127 797.463 -37.669 0.000 9 2 0.000 24.704 0.000 756.619 781.323 -32.650 0.000 13 3 0.000 92.194 0.000 -660.162 752.357 11.869 0.000 17 3 1.000 84.773 0.000 650.782 735.555 19.160 -0.000 9 3 0.167 28.891 0.000 689.346 718.237 -38.650 0.000 9 2 0.083 25.209 0.000 687.425 712.634 -33.543 0.000 13 3 0.083 92.334 0.000 -593.667 686.001 11.869 0.000 17 3 0.917 84.016 0.000 593.829 677.846 20.512 0.000 13 2 0.000 82.446 0.000 -587.463 669.909 10.531 0.000 17 2 1.000 75.384 0.000 578.830 654.214 16.871 -0.000 9 2 0.167 25.715 0.000 616.363 642.078 -34.435 0.000 9 3 0.250 29.446 0.000 607.514 636.961 -39.631 0.000 13 3 0.167 92.474 0.000 -527.171 619.645 11.869 0.000 17 3 0.833 83.260 0.000 532.995 616.255 21.864 0.000 13 2 0.083 82.446 0.000 -528.463 610.909 10.531 0.000 17 2 0.917 74.696 0.000 528.623 603.319 18.101 0.000 3 3 1.000 97.901 0.000 -472.589 570.490 -8.035 -0.000 9 2 0.250 26.220 0.000 543.436 569.656 -35.328 0.000 9 3 0.333 30.001 0.000 523.631 553.632 -40.612 0.000 13 3 0.250 92.614 0.000 -460.675 553.289 11.869 0.000 13 2 0.167 82.446 0.000 -469.463 551.909 10.531 0.000 17 3 0.750 82.503 0.000 468.280 550.783 23.215 0.000 17 2 0.833 74.007 0.000 474.884 548.891 19.332 0.000 21 3 0.000 45.303 0.000 486.405 531.708 -20.122 0.000 3 2 1.000 89.184 0.000 -422.784 511.967 -7.168 -0.000 3 3 0.917 98.124 0.000 -400.815 498.939 -8.035 0.000 9 2 0.333 26.725 0.000 468.642 495.367 -36.221 0.000 13 2 0.250 82.446 0.000 -410.463 492.909 10.531 0.000 17 2 0.750 73.318 0.000 417.613 490.932 20.562 0.000 3 3 0.000 100.577 0.000 388.707 489.285 -8.035 0.000 13 3 0.333 92.754 0.000 -394.180 486.934 11.869 0.000 17 3 0.667 81.746 0.000 399.684 481.430 24.567 0.000 21 3 0.083 45.235 0.000 428.152 473.387 -20.245 0.000 9 3 0.417 30.557 0.000 437.697 468.254 -41.593 0.000 21 2 0.000 39.495 0.000 427.976 467.471 -18.243 0.000 36 3 1.000 53.184 0.000 -413.694 466.879 -25.055 -0.000 3 2 0.917 89.184 0.000 -358.755 447.938 -7.168 0.000 32 3 1.000 115.094 0.000 -331.722 446.816 -3.938 -0.000 32 3 0.000 112.418 0.000 331.558 443.977 -3.938 0.000 3 2 0.000 89.184 0.000 345.565 434.748 -7.168 0.000 13 2 0.333 82.446 0.000 -351.463 433.909 10.531 0.000 17 2 0.667 72.630 0.000 356.811 429.440 21.792 0.000 3 3 0.833 98.347 0.000 -329.040 427.387 -8.035 0.000 13 3 0.417 92.894 0.000 -327.684 420.578 11.869 0.000 36 2 1.000 48.060 0.000 -372.019 420.079 -22.738 -0.000 Print Time/Date:04/02/2016 14:31 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 28 lr -4 Job No Sheet No Rev 0 ...., :l Software licensed to Microsoft Part Job Title Ref \rC1 dr4 /eP 1 f�0 r-lei nBy Dick A Date30-Jan-16 Chd Client ✓ File Lot 2-215,9 Sect.B.std Date/rime 04-Feb-2016 14:28 Node LJC Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) 18 3 -0.060 1.608 0.000 0.000 0.000 -18.571 18 2 -0.053 1.441 0.000 0.000 0.000 -17.040 19 3 0.004 1.409 0.000 0.000 0.000 13.689 19 2 0.003 1.234 0.000 0.000 0.000 12.722 3 3 0.055 1.167 0.000 0.000 0.000 -3.610 3 2 0.048 1.054 0.000 0.000 0.000 -3.303 25 3 0.000 0.648 0.000 0.000 0.000 -10.957 25 2 0.000 0.603 0.000 0.000 0.000 -10.183 13 3 -0.009 0.565 0.000 0.000 0.000 -2.513 20 3 -0.000 0.549 0.000 0.000 0.000 -0.883 13 2 -0.008 0.500 0.000 0.000 0.000 -2.338 20 2 -0.000 0.487 0.000 0.000 0.000 -0.820 22 3 0.010 0.318 0.000 0.000 0.000 1.181 22 2 0.008 0.295 0.000 0.000 0.000 1.101 23 3 0.000 0.264 0.000 0.000 0.000 -0.677 24 3 0.000 0.263 0.000 0.000 0.000 0.696 1 3 0.002 0.259 0.000 0.000 0.000 0.808 23 2 0.000 0.245 0.000 0.000 0.000 -0.630 24 2 0.000 0.244 0.000 0.000 0.000 0.647 1 2 0.002 0.225 0.000 0.000 0.000 0.747 19 1 0.000 0.175 0.000 0.000 0.000 0.967 • 18 1 -0.007 0.167 0.000 0.000 0.000 -1.530 3 1 0.006 0.113 0.000 0.000 0.000 -0.308 13 1 -0.001 0.065 0.000 0.000 0.000 -0.175 20 1 -0.000 0.062 0.000 0.000 0.000 -0.063 25 1 0.000 0.046 0.000 11000 0.000 -0.775 1 1 0.000 0.035 0.000 0.000 0.000 0.061 22 1 0.001 0.023 0.000 0.000 0.000 0.080 23 1 0.000 0.019 0.000 0.000 0.000 -0.048 24 1 0.000 0.019 0.000 0.000 0.000 0.049 • Print Time/Date:04/02/2016 14:31 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 r ' Job No Sheet No Rev Software licensed to Microsoft Part Job Title/ f Ref LC/rii J '54ev r- I//U,3-7 /,a By Dick A Date30-Jan-16 Chd Client File Lot 2-2159,Sect.B,wind Date/Time 04-Feb-2016 14:19 dam441.4,,A /;;�, ,r wil _ -- __ fripoz, I a,.- _---------- 'cX - . - bI1I a i i i Load 2 Print Time/Date:04/02/2016 14:20 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 it 7 Job No Sheet No Rev Sr Software licensed to Microsoft Part Job Title /`~ Ref AA`f `P /7 /p c`4 O At $• By Dick A Date30-Jan-16 Chd Client File Lot 2-2159,Sect.B,wind DateTme 04-Feb-2016 14:15 Node L/C X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 15 3 -0.604 -0.022 0.000 0.605 0.000 0.000 -0.001 14 3 -0.604 -0.015 0.000 0.604 0.000 0.000 0.000 4 , 3 -0.604 -0.004 0.000 0.604 0.000 0.000 -0.000 9 3 -0.571 -0.111 0.000 0.582 0.000 0.000 0.001 15 2 -0.580 -0.018 0.000 0.580 0.000 0.000 -0.000 14 2 -0.579 -0.013 0.000 0.580 0.000 0.000 0.000 4 2 -0.579 -0.003 0.000 0.579 0.000 0.000 -0.000 • 16 3 -0.573 -0.072 0.000 0.578 0.000 0.000 -0.001 8 3 -0.560 -0.095 0.000 0.568 0.000 0.000 -0.000 9 2 -0.556 -0.091 0.000 0.563 0.000 0.000 0.001 7 3 -0.555 -0.087 0.000 0.562 0.000 0.000 -0.000 5 3 -0.555 -0.078 0.000 0.561 0.000 0.000 -0.000 16 2 -0.557 -0.055 0.000 0.559 0.000 0.000 -0.001 6 3 -0.552 -0.083 0.000 0.558 0.000 0.000 -0.000 8 2 -0.545 -0.075 0.000 0.550 0.000 0.000 -0.000 7 2 -0.541 -0.069 0.000 0.546 0.000 0.000 -0.000 5 2 -0.542 -0.059 0.000 0.545 0.000 0.000 -0.000 6 2 -0.538 -0.065 0.000 0.542 0.000 0.000 -0.000 10 3 -0.499 -0.002 0.000 0.499 0.000 0.000 0.004 10 2 -0.495 -0.001 0.000 0.495 0.000 0.000 0.004 15 1 -0.025 -0.004 0.000 0.025 0.000 0.000 -0.000 9 1 -0.016 -0.019 0.000 0.025 0.000 0.000 0.000 4 1 -0.025 -0.001 0.000 0.025 0.000 0.000 -0.000 14 1 -0.025 -0.001 0.000 0.025 0.000 0.000 -0.000 8 1 -0.015 -0.019 0.000 0.025 0.000 0.000 -0.000 16 1 -0.016 -0.017 0.000 0.024 0.000 0.000 -0.000 5 1 -0.014 -0.019 0.000 0.023 0.000 0.000 0.000 6 1 -0.014 -0.018 0.000 0.023 0.000 0.000 0.000 7 1 -0.014 -0.018 0.000 0.023 0.000 0.000 -0.000 17 3 -0.000 -0.015 0.000 0.015 0.000 0.000 -0.001 17 2 -0.000 -0.012 0.000 0.012 0.000 0.000 -0.001 ' 11 2 -0.011 -0.001 0.000 0.011 0.000 0.000 0.002 11 3 -0.011 -0.002 0.000 0.011 0.000 0.000 0.002 21 3 -0.000 -0.008 0.000 0.008 0.000 0.000 0.000 21 2 -0.000 -0.007 0.000 0.007 0.000 0.000 0.000 12 2 -0.004 0.002 0.000 0.005 0.000 0.000 -0.000 12 3 -0.004 0.002 0.000 0.005 0.000 0.000 -0.000 10 1 -0.004 -0.001 0.000 0.004 0.000 0.000 0.001 17 1 -0.000 -0.003 0.000 0.003 0.000 0.000 -0.000 2 3 0.000 -0.002 0.000 0.002 0.000 0.000 -0.000 2 2 0.000 -0.001 0.000 0.001 0.000 0.000 -0.000 21 1 -0.000 -0.001 0.000 0.001 0.000 0.000 0.000 11 1 0.000 -0.000 0.000 0.001 0.000 0.000 -0.000 12 1 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 2 1 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 3 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date:04/02/2016 14:16 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 2 l►' Job No Sheet No Rev Software licensed to Microsoft Part Job Title Ref 4147Ay ZPr e sue' ISIV✓1 By Dick A Date30-Jan-16 Chd Client /` File Lot 2-2159,Sect.B,wind Date/me 04-Feb-2016 14:15 Beam LJC Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) (psi) (psi) (psi) (psi) 13 3 1.000 10.704 0.000 -1.19E+3 1.2E+3 -38.546 -0.000 13 3 0.917 10.564 0.000 -978.312 988.875 -36.999 0.000 3 3 1.000 42.053 0.000 -909.502 951.555 -16.870 -0.000 3 3 0.000 44.729 0.000 898.844 943.572 -16.870 0.000 3 2 1.000 33.335 0.000 -859.697 893.032 -16.003 -0.000 3 2 0.000 33.335 0.000 855.701 889.036 -16.003 0.000 3 3 0.917 42.276 0.000 -758.807 801.082 -16.870 0.000 3 3 0.083 44.506 0.000 748.148 792.654 -16.870 0.000 13 3 0.000 9.025 0.000 777.635 786.661 -19.989 0.000 13 3 0.833 10.424 0.000 -775.363 785.787 -35.453 0.000 32 3 1.000 80.242 0.000 -674.817 755.059 -7.877 -0.000 3 2 0.917 33.335 0.000 -716.747 750.082 -16.003 0.000 3 2 0.083 33.335 0.000 712.751 746.086 -16.003 0.000 32 3 0.000 77.566 0.000 652.076 729.642 -7.877 0.000 32 2 1.000 60.918 0.000 -638.163 699.081 -7.421 -0.000 32 2 0.000 60.918 0.000 611.902 672.820 -7.421 0.000 13 3 0.083 9.165 0.000 661.321 670.486 -21.535 0.000 3 3 0.833 42.499 0.000 -608.111 650.610 -16.870 0.000 32 3 0.917 80.019 0.000 -564.242 644.262 -7.877 0.000 3 3 0.167 44.283 0.000 597.453 641.735 -16.870 0.000 31 3 0.500 0.000 0.000 633.792 633.792 -0.000 0.000 32 3 0.083 77.789 0.000 541.501 619.291 -7.877 0.000 34 3 0.000 67.847 0.000 548.448 616.295 -6.443 0.000 34 3 1.00070.523 0.000 -536.914 607.437 -6.443 -0.000 3 2 0.833 33.335 0.000 -573.797 607.132 -16.003 0.000 3 2 0.167 33.335 0.000 569.801 603.136 -16.003 0.000 32 2 0.917 60.918 0.000 -533.991 594.909 -7.421 0.000 13 3 0.750 10.284 0.000 -581.078 591.362 -33.906 0.000 31 2 0.500 0.000 0.000 588.988 588.988 0.000 0.000 34 2 0.000 63.411 0.000 524.075 587.485 -6.160 0.000 31 3 0.417 0.000 0.000 580.976 580.976 8.706 0.000 31 3 0.583 0.000 0.000 580.975 580.975 -8.706 0.000 34 2 1.000 63.411 0.000 -513.484 576.895 -6.160 -0.000 32 2 0.083 60.918 0.000 507.730 568.648 -7.421 0.000 13 3 0.167 9.305 0.000 536.343 545.648 -23.082 0.000 31 2 0.417 0.000 0.000 539.906 539.906 8.091 0.000 31 2 0.583 0.000 0.000 539.906 539.906 -8.091 0.000 32 3 0.833 79.796 0.000 -453.668 533.464 -7.877 0.000 14 2 0.000 39.081 0.000 -487.727 526.808 16.628 0.000 34 3 0.083 68.070 0.000 458.001 526.072 -6.443 0.000 34 3 0.917 70.300 0.000 -446.467 516.767 -6.443 0.000 14 3 0.000 50.984 0.000 -465.132 516.116 15.821 0.000 32 3 0.167 78.012 0.000 430.927 508.939 -7.877 0.000 34 2 0.083 53.411 0.000 437.612 501.022 -6.160 0.000 3 3 0.750 42.722 0.000 -457.416 500.137 -16.870 0.000 3 3 0.250 44.060 0.000 446.757 490.817 -16.870 0.000 Print Time/Date:04/02/2016 14:17 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 26 jer ""I Job No Sheet No Rev i s 217 Software licensed to Microsoft....,i1 Part Job Title Ref �V / G j"1' i?.v rb44D, s By Dick A Date30-Jan-16 Chd Client TT File Lot 2-2159,Sect.B,wind Daterfime 04-Feb-2016 14:15 Node UC Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip in) (kip-in) (kip-in) 19 3 0.003 1.438 0.000 0.000 0.000 29.175 19 2 0.003 1.248 0.000 0.000 0.000 27.114 18 3 0.614 1.091 0.000 0.000 0.000 -17.626 18 2 0.620 0.924 '0.000 0.000 0.000 -16.096 3 3 0.116 0.706 0.000 0.000 0.000 -7.468 3 2 0.110 0.593 0.000 0.000 0.000 -7.160 20 3 -0.001 0.542 0.000 0.000 0.000 -0.857 13 3 0.109 0.506 0.000 0.000 0.000 -31.519 20 2 -0.001 0.480 0.000 0.000 0.000 -0.794 13 2 0.110 0.410 0.000 0.000 0.000 -29.475 1 3 0.002 0.410 0.000 0.000 0.000 4.741 23 3 0.000 0.376 0.000 0.000 0.000 -3.913 1 2 0.002 0.364 0.000 0.000 0.000 4.402 23 2 0.000 0.350 0.000 0.000 0.000 -3.637 22 3 0.030 0.347 0.000 0.000 0.000 1.677 22 2 0.029 0.324 0.000 0.000 0.000 1.597 19 1 0.000 0.190 0.000 0.000 0.000 2.062 18 1 -0.007 0.167 0.000 0.000 0.000 -1.530 3 1 0.006 0.113 0.000 0.000 0.000 -0.308 13 1 -0.001 0.096 0.000 0.000 0.000 -2.044 20 1 -0.000 0.062 0.000 0.000 0.000 -0.063 1 1 0.000 0.045 0.000 0.000 0.000 0.339 23 1 0.000 0.027 0.000 0.000 0.000 -0.277 22 1 0.001 0.023 0.000 0.000 0.000 0.080 24 2 0.000 0.000 0.000 0.000 0.000 0.000 24 3 0.000 0.000 0.000 0.000 0.000 0.000 25 1 0.000 0.000 0.000 0.000. 0.000 0.000 25 2 0.000 0.000 0.000 0.000 0.000 0.000 25 3 0.000 0.000 0.000 0.000 0.000 0.000 24 1 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date:04/02/2016 14:17 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 j► '—'1 Job No Sheet No Rev 1 Software licensed to Microsoft Part Job Title Ref eh 0 C" 4143 h 1 By Dick A Date31-Jan-16 Chd Client File Lot 2-2159,Sect.,C.std Date/Time 31-Jan-2016 14:51 . '7 ,' .._ICI‘c X :A VA -- Load 1 i Print Time/Date:31/01/2016 15:08 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 (r _ _"'1 Job No Sheet No Rev • ilS....QH Software licensed to Microsoft Part 42 Job Tiitlle� f / / -�p�. •C,/�,E 0 L9 .f/!o.11 1 L'o n RefBy Dick A Date31 Jan-16 chd Client Jam' 1!"""�� File Lot 2-2159,Sect.,C.std Daterrme 31-Jan-2016 14:51 :/leir *" ;II j1iIl1l . 1 1 111- 1111111.1111 Ill I,, � 'I ;'' Load 2 Print Time/Date:31/01/2016 15:08 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 Ir.'. " Job No Sheet No Rev Software licensed to Microsoft Part Job Title Ref Ate le1',1-0 d 14r CztA a By Dick A Date31-Jan-16 Chd Client File Lot 2-2159,Sect.,C.std Datenlme 31-Jan-2016 14:51 5� 4 \ r! 1-2 3 ' c X 72- i 111 ! I __/ 10 /, �' Load 2 1 Print Time/Date:31/01/2016 15:09 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 Jr.. - Job No Sheet No r Rev 0 .iiSoftware licensed to Microsoft Part Job Title Ref 1Wto slier 1.49 4 hfte4id n By Dick A Date31-Jan-16 Chd Client File Lot 2-2159,Sect.,C.std Date/Time 31-Jan-2016 14:51 • s\• 3 11 7 _ _ -- __10 16 • J 2 = 13 1 • 8 Z 1 1 `15 i 14 Load 2 i Print Time/Date:31/01/2016 15:09 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 1 jy ''t Job No Sheet No Rev i 427 Part Software licensed to Microsoft Job Title Ref /V3 I DI/40 4 o 4 r By Dick A Date31-Jan-16 Chd Client File Lot 2-2159,Sect.,C.std Date/1 me 31-Jan-2016 14:51 Node L/C X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 6 3 -0.066 -0.064 0.000 0.092 0.000 0.000 -0.001 6 2 -0.061 -0.058 0.000 0.084 0.000 0.000 -0.001 5 3 -0.057 -0.048 0.000 0.074 0.000 0.000 -0.000 4 3 -0.059 =0.045 0.000 0.074 0.000 0.000 0.000 3 3 -0.063 -0.026 0.000 0.068 0.000 0.000 -0.001 5 2 -0.052 -0.044 0.000 0.068 0.000 0.000 -0.000 4 2 -0.054 -0.040 0.000 0.068 0.000 0.000 0.000 3 2 -0.057 -0.023 0.000 0.062 0.000 0.000 -0.001 12 3 -0.058 =0.019 0.000 0.061 0.000 0.000 -0.001 7 3 -0.053 -0.030 0.000 0.061 0.000 0.000 0.003 12 2 -0.054 -0.017 0.000 0.056 0.000 0.000 -0.001 7 2 -0.049 -0.027 0.000 0.055 0.000 0.000 0.003 8 3 0.000 -0.017 0.000 0.017 0.000 0.000 0.001 8 2 0.000 -0.015 0.000 0.015 0.000 0.000 0.001 2 3 -0.000 -0.015 0.000 0.015 0.000 0.000 -0.000 2 2 -0.000 =0.013 0.000 0.013 0.000 0.000 -0.000 6 1 -0.006 =0.006 0.000 0.008 0.000 0.000 -0.000 5 1 -0.005 -0.005 0.000 0.007 0.000 0.000 -0.000 4 1 -0.005 -0.005 0.000 0.007 0.000 0.000 0.000 3 1 -0.005 -0.003 0.000 0.006 0.000 0.000 -0.000 7 1 -0.004 -0.003 0.000 0.005 0.000 0.000 0.000 12 1 -0.005 -0.002 0.000 0.005 0.000 0.000 -0.000 8 1 0.000 -0.002 0.000 0.002 0.000 0.000 0.000 2 1 -0.000 -0.002 0.000 0.002 0.000 0.000 -0.000 9 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date:31/01/2016 15:10 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 {► 7 Job No Sheet No Rev ii„...„/1 Software licensed to Microsoft Part Job Title Ref AeieZ.er 554 , x% ByDickA Date31-Jan-16 Chd Client , File Lot 2-2159,Sect.,C.std Date/Time 31-Jan-2016 14:51 Beam LJC Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) (psi) (psi) (psi) (psi) 7 3 0.000 129.918 0.000 -318.830 448.749 4.989 0.000 7 2 0.000 118.315 0.000 -292.155 410.469 4.576 0.000 7 3 0.083 130.141 0.000 -274.268 404.410 4.989 0.000 3 3 1.000 42.900 0.000 -334.253 377.153 -22.782 -0.000 7 2 0.083 118.315 0.000 -251.283 369.597 4.576 0.000 6 3 0.583 56.211 0.000 309.889 366.100 -0.750 0.000 2 3 1.000 112.646 0.000 -252.475 365.121 -4.252 -0.000 7 3 0.167 130.364 0.000 -229.707 360.071 4.989 0.000 6 3 0.500 54.193 0.000 302.038 356.232 2.816 0.000 6 3 0.000 42.090 0.000 -314.102 356.192 24.213 0.000 6 3 0.667 58.228 0.000 290.644 348.871 -4.316 0.000 7 3 1.000 132.594 0.000 215.913 348.508 4.989 -0.000 3 2 1.000 38.764 0.000 -304.815 343.579 -20.749 -0.000 2 2 1.000 102.486 0.000 -231.321 333.807 -3.900 -0.000 6 2 0.583 50.872 0.000 282.917 333.789 -0.656 0.000 7 2 0.167 118.315 0.000 -210.411 328.725 4.576 0.000 2 3 0.917 112.869 0.000 -214.492 327.361 -4.252 0.000 6 2 0.500 49.037 0.000 275.569 324.605 2.590 0.000 6 2 0.000 38.023 0.000 -286.349 324.371 22.061 0.000 6 3 0.417 52.176 0.000 267.090 319.267 6.382 0.000 2 3 0.000 115.322 0.000 203.320 318.641 -4.252 0.000 6 2 0.667 52.708 0.000 265.606 318.314 -3.901 0.000 7 2 1.000 118.315 0.000 198.309 316.624 4.576 -0.000 7 3 0.250 130.587 0.000 -185.145 315.732 4.989 0.000 16 3 0.000 194.704 0.000 111.677 306.381 -1.157 0.000 6 3 0.750 60.245 0.000 244.301 304.546 -7.882 0.000 7 3 0.917 132.371 0.000 171.351 303.723 4.989 0.000 8 3 0.000 175.611 0.000 -126.142 301.753 1.732 0.000 2 2 0.917 102.486 0.000 -196.485 298.971 -3.900 0.000 15 3 0.500 0.000 0.000 297.609 297.609 0.000 0.000 6 2 0.417 47.201 0.000 243.562 290.763 5.835 0.000 16 3 0.083 194.927 0.000 95.431 290.358 -1.157 0.000 2 3 0.833 113.092 0.000 -176.509 289.601 -4.252 0.000 2 2 0.000 102.486 0.000 186.713 289.199 -3.900 0.000 7 2 0.250 118.315 0.000 -169.539 287.853 4.576 0.000 8 3 0.083 175.838 0.000 -110.393 286.231 1.732 0.000 16 2 0.000 178.431 0.000 102.477 280.908 -1.062 0.000 16 3 1.000 197.379 0.000 -83.278 280.658 -1.157 -0.000 2 3 0.083 115.099 0.000 165.337 280.436 -4.252 0.000 6 2 0.750 54.544 0.000 223.637 278.181 -7.146 0.000 9 3 0.000 189.792 0.000 -88.151 277.942 0.738 0.000 15 2 0.500 0.000 0.000 276.571 276.571 0.000 0.000 7 2 0.917 118.315 0.000 157.437 275.752 4.576 0.000 3 3 0.000 67.106 0.000 -207.925 275.031 20.011 0.000 16 3 0.167 195.149 0.000 79.185 274.334 -1.157 0.000 9 3 0.083 189.792 0.000 -84.498 274.290 0.639 0.000 Print Time/Date:31/01/201615:10 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 14 j r "-'1 Job No Sheet No Rev fir--�� az, 5� Software licensed to Microsoft Part Job Title Ref L7�►-4 e t�iiii-et 1 S By Dick A Date31-Jan-16 Chd Client TT'' File Lot 2-2159,Sect.,C.std Date/rme 31-Jan-2016 14:51 Node LJC Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) 11 3 0.008 1.992 0.000 0.000 0.000 8.000 9 3 -0.012 1.916 0.000 0.000 0.000 -13.286 • 11 2 0.008 1.814 0.000 0.000 0.000 7.361 9 2 -0.011 1.715 0.000 0.000 0.000 -12.350 1 3 0.004 1.579 0.000 0.000 0.000 7.726 1 2 0.004 1.405 0.000 0.000 0.000 7.179 10 3 0.000 0.781 0.000 0.000 0.000 5.880 10 2 0.000 0.725 0.000 0.000 0.000 5.464 9 1 -0.001 0.200 0.000 0.000 0.000 -0.935 11 1 0.001 0.178 0.000 0.000 0.000 0.639 1 1 0.000 0.174 0.000 0.000 0.000 0.546 10 1 0.000 0.055 0.000 0.000 0.000 0.416 • • Print Time/Date:31/01/2016 15:11 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 j► '1 Job No Sheet No Rev 1- 1, �' Software licensed to Microsoft Part Job Title ) l Ref 4•V f/T I Z'P�r f//LJ •74a 4 / O q By DickA Date31-Jan-16 Chd Client File Lot 2-2159,Sect.C,wind Datefine 31-Jan-2016 14:55 j • 10' ° w , i 1 II•ill --: 010 Il101 - 1 000000k, '� Load 2 Print Time/Date:31/01/2016 14:56 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 • I. __- Job No Sheet No Rev iiiie-JP'' `e ei j Software licensed to Microsoft Part Job Title Ref A// 1.E 9 41,241,0 C•d 0 Pi r By Dick A Date31-Jan-16 Chd Client File Lot 2-2159,Sect.C,wind Date/Tme 31-Jan-2016 14:59 Node LIC X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) iin) (in) (in) (rad) (rad) (rad) 6 3 -0.891 -0.048 0.000 0.892 0.000 0.000 -0.002 4 3 -0.889 0.013 0.000 0.889 0.000 0.000 -0.001 6 2 -0.886 -0.042 0.000 0.886 0.000 0.000 -0.001 4 2 -0.884 0.018 0.000 0.884 0.000 0.000 -0.001 5 3 -0.870 -0.015 0.000 0.870 0.000 0.000 -0.001 7 3 -0.868 -0.013 0.000 0.868 0.000 0.000 0.003 3 3 -0.868 -0.015 0.000 0.868 0.000 0.000 0.001 . 12 3 -0.868 -0.017 0.000 0.868 0.000 0.000 -0.001 5 2 -0.865 -0.011 0.000 0.865 0.000 0.000 -0.001 7 2 -0.864 -0.010 0.000 0.864 0.000 0.000 0.003 12 2 -0.863 -0.015 0.000 0.863 0.000 0.000 -0.001 3 2 -0.863 -0.012 0.000 0.863 0.000 0.000 0.001 2 3 -0.001 -0.010 0.000 0.010 0.000 0.000 0.000 8 3 -0.001 -0.008 0.000 0.009 0.000 0.000 0.002 6 1 -0.006 -0.006 0.000 0.008 0.000 0.000 -0.000 2 2 -0.001 -0.008 0.000 0.008 0.000 0.000 0.000 5 1 -0.005 : -0.005 0.000 0.007 0.000 0.000 -0.000 4 1 -0.005 -0.005 0.000 0.007 0.000 0.000 0.000 8 2 -0.001 -0.007 0.000 0.007 0.000 0.000 0.002 3 1 -0.005 -0.003 0.000 0.006 0.000 0.000 -0.000 7 1 -0.004 -0.003 0.000 0.005 0.000 0.000 0.000 12 1 -0.005 -0.002 0.000 0.005 0.000 0.000 -0.000 8 1 0.000 -0.002 0.000 0.002 0.000 0.000 0.000 2 1 -0.000 -0.002 0.000 0.002 0.000 0.000 -0.000 9 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date:31/01/2016 15:05 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 it _ '� Job No Sheet No Rev Software licensed to Microsoft Part Job Title Ref /W�Ably AxeP. J 4,10 3 4iv)e. By Dick A Date31-Jan-16 Chd Client File Lot 2-2159,Sect.C,wind Date/lime 31-Jan-2016 14:59 Beam LJC Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) (psi) (psi) (psi) (psi) 2 3 0.000 54.640 0.000 1.22E+3 1.27E+3 -22.412 0.000 2 2 0.000 41.804 0.000 1.2E+3 1.24E+3 -22.060 0.000 2 3 1.000 51.964 ' 0.000 -1.19E+3 1.24E+3 -22.412 -0.000 2 2 1.000 41.804 0.000 -1.17E+3 1.21E+3 -22.060 -0.000 7 2 1.000 34.065 0.000 -1.05E+3 1.09E+3 -25.874 -0.000 7 3 1.000 48.345 0.000 -1.04E+3 1.08E+3 -25.461 -0.000 16 3 0.000 173.365 0.000 904.116 1.08E+3 -10.473 0.000 2 3 0.083 54.417 0.000 1.02E+3 1.07E+3 -22.412 0.000 16 2 0.000 157.092 0.000 894.916 1.05E+3 -10.377 0.000 2 2 0.083 41.804 0.000 1E+3 1.04E+3 -22.060 0.000 2 3 0.917 52.187 0.000 -986.805 1.04E+3 -22.412 0.000 16 3 1.000 176.041 0.000 -859.968 1.04E+3 -10.473 -0.000 2 2 0.917 41.804 0.000 -968.797 1.01E+3 -22.060 0.000 16 2 1.000 157.092 0.000 -853.070 1.01E+3 -10.377 -0.000 16 3 0.083 173.588 0.000 757.109 930.698 -10.473 0.000 16 2 0.083 157.092 0.000 749.251 906.343 -10.377 0.000 16 3 0.917 175.818 0.000 -712.961 888.779 -10.473 0.000 2 3 0.167 54.194 0.000 815.021 869.215 -22.412 0.000 16 2 0.917 157.092 0.000 -707.405 864.497 -10.377 0.000 7 3 0.917 48.122 0.000 -816.213 864.335 -23.736 0.000 7 2 0.917 34.065 0.000 -830.128 864.193 -24.149 0.000 2 2 0.167 41.804 0.000 804.708 846.512 -22.060 0.000 '2 3 0.833 52.410 0.000 -786.602 839.012 -22.412 0.000 2 2 0.833 41.804 0.000 -771.741 813.546 -22.060 0.000 16 3 0.167 173.811 0.000 610.102 783.913 -10.473 0.000 16 2 0.167 157.092 0.000 603.585 760.677 -10.377 0.000 16 3 0.833 175.595 0.000 -565.954 741.549 -10.473 0.000 16 2 0.833 157.092 0.000 -561.739 718.831 -10.377 0.000 13 3 0.000 16.087 0.000 -696.160 712.247 41.539 0.000 2 3 0.250 53.971 0.000 614.818 668.790 -22.412 0.000 13 2 0.000 16.201 0.000 -646.862 663.063 38.468 0.000 7 3 0.833 47.899 0.000 -611.887 659.786 -22.012 0.000 7 2 0.833 34.065 0.000 -622.112 656.177 -22.425 0.000 2 2 0.250 41.804 0.000 607.652 649.456 -22.060 0.000 7 2 0.000 34.065 0.000 610.824 644.889 -5.180 0.000 2 3 0.750 52.633 0.000 -586.399 639.032 -22.412 0.000 16 3 0.250 174.034 0.000 463.095 637.130 -10.473 0.000 7 3 0.000 45.669 0.000 584.148 629.817 -4.767 0.000 2 2 0.750 41.804 0.000 -574.685 616.490 -22.060 0.000 16 2 0.250 157.092 0.000 457.920 615.012 -10.377 0.000 16 3 0.750 175.372 0.000 -418.947 594.319 -10.473 0.000 7 2 0.083 34.065 0.000 556.849 590.914 -6.905 0.000 7 3 0.083 45.892 0.000 533.863 579.755 -6.492 0.000 16 2 0.750 157.092 0.000 -416.073 573.166 -10.377 0.000 7 2 0.167 34.065 0.000 487.469 521.535 -8.629 0.000 7 3 0.167 46.115 0.000 468.173 514.288 -8.216 0.000 Print Time/Date:31/01/2016 15:06 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 14 fr '� Job No Sheet No Rev Software licensed to Microsoft Part Job Tale Ref '5""*� c i-� /��S7 e 4 b i s By Dick A Date31-Jan-16 Chd Client /� File Lot 2-2159,Sect.C,wind Datemme 31-Jan-2016 14:59 Node LJC Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) 11 3 0.480 1.858 0.000 0.000 0.000 12.759 11 2 0.479 1.681 0.000 0.000 0.000 12.120 9 3 0.052 1.164 0.000 0.000 0.000 -14.379 1 3 -0.002 1.157 0.000 0.000 0.000 7.955 1 2 -0.002 0.983 0.000 0.000 0.000 7.409 9 2 0.053 0.963 0.000 0.000 0.000 -13.443 10 3 0.000 0.781 0.000 0.000 0.000 5.880 10 2 0.000 0.725 0.000 0.000 0.000 5.464 9 1 -0.001 0.200 0.000 0.000 0.000 -0.935 11 1 0.001 0.178 0.000 0.000 0.000 0.639 1 1 0.000 0.174 0.000 0.000 0.000 . 0.546 10 1 0.000 0.055 0.000 0.000 0.000 0.416 Print Time/Date:31/01/2016 15:06 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 i► Job No Sheet No Rev r Part Software licensed to Microsoft Job Title Ref ,J.l7r eh o v /7 ; tie/ By Dick A Dafe31-Jan-16 Chd . Client File Lot 2-2159,Sect.D.std Date/rime 31-Jan-2016 19:15 u rli L ®Ns 1 i c X /d' __am_ i� , i" Load 1 Print Time/Date:03/02/2016 12:11 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 Job No Sheet No Rev Imo: ac "D' Part Software licensed to Microsoft Job-Mile /' Ref Y`e1r//'CV)1 L'� V 11!�l/l U 1'74 140 `j By Dick A Date31-Jan-16 Chd Client File Lot 2-2159,Sect.D.std Datemme 31-Jan-2016 19:15 I1I11II1111111I 1 V HO /1/ 4'.; i11111L00-1 I I 01.1426 lorli y u .4011,4 Y 1., ,m „ 'I'. i Load 4 • Print Time/Date:03/02/2016 12:12 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 (r- " --4 Job No Sheet No Rev 021 Software licensed to Microsoft Part Job Title Ref Y iS 10 1 4./7„4 .it V/4 O By DickA Date31-Jan-16 Chd Client File Lot 2-2159,Sect.D.std Daternme 31-Jan-2016 17:26 s 'i 7 ' I 1 I 1 j1A, _- '18 15 1 1 '16 �7 ' 3 13 /=`14 1 Print Time/Date:31/01/2016 17:27 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 'r _ ...II Job No Sheet No Rev el 1P7 t'C-D Software licensed to Microsoft... .jPart Job TTTyyy Title��////JJ / Ref • A -e�A,�r•,��•0rl�Id tr _1`opt By DickA Date31-Jan-16 Chd Client // File Lot 2-2159,Sect.D.std Datemme 31-Jan-2016 17:26 • 's_ » �,_ . ` . 1s 8\\\ 6 '� i—�17 ' /' 16 9 I19 j . �G�14 111 4 18 I '• 112 \c---"X , i _3"3�0/i2 i //,' 1 ---22 1 2 1 Print Time/Date:31/01/2016 17:27 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 Job No Sheet No Rev FIZ;;H: 1, Part Software licensed to Microsoft Job Title k JRef tv 14/eP �0 �„"r. �/ /y/g By Dick A Date31-Jan-16 Chd Client ` ' File Lot 2-2159,Sect.D.std Date/rme 31-Jan-2016 19:15 Node L/C X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 6 4 0.089 -0.057 0.000 0.105 0.000 0.000 0.001 6 2 0.083 -0.052 0.000 0.098 0.000 0.000 0.001 8 4 0.082 -0.010 0.000 0.083 0.000 0.000 0.000 8 2 0.077 -0.008 0.000 0.078 0.000 0.000 0.000 9 4 0.077 -0.007 0.000 0.077 0.000 0.000 0.000 7 4 0.070 -0.028 0.000 0.076 0.000 0.000 0.001 17 4 0.073 -0.017 0.000 0.075 0.000 0.000 0.002 9 2 0.072 -0.007 0.000 0.072 0.000 0.000 0.000 7 2 0.066 -0.025 0.000 0.071 0.000 0.000 0.001 17 2 0.069 -0.016 0.000 0.070 0.000 0.000 0.002 5 4 0.065 -0.012 0.000 0.066 0.000 0.000 -0.004 5 2 0.061 -0.011 0.000 0.062 0.000 0.000 -0.003 6 1 0.005 -0.005 0.000 0.007 0.000 0.000 0.000 8 1 0.005 -0.002 0.000 0.005 0.000 0.000 0.000 7 1 0.004 -0.003 0.000 0.005 0.000 0.000 0.000 9 1 0.005 -0.001 0.000 0.005 0.000 0.000 0.000 17 1 0.004 -0.001 0.000 0.005 0.000 0.000 0.000 5 1 0.004 -0.001 0.000 0.004 0.000 0.000 -0.000 4 4 0.001 -0.002 0.000 0.003 0.000 0.000 0.000 4 2 0.001 -0.002 0.000 0.002 0.000 0.000 0.000 10 4 -0.000 -0.001 0.000 0.001 0.000 0.000 -0.000 10 2 -0.000 -0.001 0.000 0.001 0.000 0.000 -0.000 2 4 -0.000 -0.001 0.000 0.001 0.000 0.000 0.000 11 4 0.000 -0.001 0.000 0.001 0.000 0.000 -0.000 2 2 -0.000 -0.001 0.000 0.001 0.000 0.000 0.000 11 2 0.000 -0.001 0.000 0.001 0.000 0.000 -0.000 24 4 0.000 -0.001 0.000 0.001 0.000 0.000 0.000 23 4 0.000 -0.001 0.000 0.001 0.000 0.000 -0.000 25 4 0.000 -0.001 0.000 0.001 0.000 0.000 0.000 24 3 0.000 -0.001 0.000 0.001 0.000 0.000 0.000 25 3 0.000 -0.001 0.000 0.001 0.000 0.000 0.000 23 3 0.000 -0.001 0.000 0.001 0.000 0.000 -0.000 22 4 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 26 4 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 4 1 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 22 3 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 26 3 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 2 1 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 20 4 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 10 1 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 20 3 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 11 1 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 24 1 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 19 4 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 23 1 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 25 1 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date:03/02/2016 12:12 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 3 - •-'I Job No Sheet No Rev Software licensed to Microsoft Part Job Title Ref AlA"f isr 4 9/• �� ,+�. 3+ .i yl_ By Dick A Date31-Jan-16 Chd Client / /" File Lot 2-2159,Sect.D.std Date/rme 31-Jan-2016 19:15 Cont... Beam LIC Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) (psi) (psi) (psi) (psi) 22 2 0.000 0.000 0.000 -186.466 -186.466 19.315 0.000 17 2 0.417 -45.964 0.000 -141.050 -187.014 22.497 0.000 7 4 0.833 -3.385 0.000 -194.634 -198.019 -14.840 0.000 17 4 0.417 -50.755 0.000 -148.571 -199.326 24.079 0.000 22 4 0.000 0.000 0.000 -200.650 -200.650 20.784 0.000 22 4 1.000 -0.000 0.000 -200.650 -200.650 -20.784 -0.000 7 2 0.917 -3.025 0.000 -200.986 -204.011 -14.422 0.000 16 2 0.750 -45.241 0.000 174.291 -219.533 -26.219 0.000 7 4 0.917 -3.014 0.000 -216.588 -219.602 -15.528 0.000 7 2 1.000 -2.688 0.000 -222.291 -224.978 -15.048 -0.000 16 2 0.167 -45.241 0.000 184.106 -229.348 25.832 0.000 16 4 0.750 -49.989 0.000 183.833 -233.822 -27.873 0.000 7 4 1.000 -2.644 0.000 -239.537 -242.181 -16.217 -0.000 16 4 0.167 -49.989 0.000 198.472 -248.460 27.296 0.000 17 2 0.333 -45.964 0.000 -215.731 -261.695 25.675 0.000 17 4 0.333 -50.755 0.000 -228.454 -279.209 27.448 0.000 16 2 0.000 -45.241 0.000 -298.585 -343.826 40.704 0.000 17 2 0.250 -45.964 0.000 -300.267 -346.231 28.853 0.000 16 2 0.917 -45.241 0.000 -314.008 -359.249 -41.090 0.000 16 4 0.000 -49.989 0.000 -311.927 -361.916 43.059 0.000 17 4 0.250 -50.755 0.000 -318.781 -369.536 30.816 0.000 16 2 0.667 -45.241 0.000 337.525 -382.767 -18.783 0.000 16 4 0.917 -49.989 0.000 -334.930 -384.919 -43.636 0.000 16 2 0.250 -45.241 0.000 344.536 -389.777 18.396 0.000 16 4 0.667 -49.989 0.000 357.452 -407.440 -19.992 0.000 16 4 0.250 -49.989 0.000 367.907 -417.896 19.415 0.000 17 2 0.167 -45.964 0.000 -394.657 -440.620 32.031 0.000 17 4 0.167 -50.755 0.000 -419.553 -470.309 34.185 0.000 16 2 0.583 -45.241 0.000 446.815 -492.056 -11.347 0.000 16 2 0.333 -45.241 0.000 451.021 -496.263 10.961 0.000 16 4 0.583 -49.989 0.000 473.894 -523.883 -12.110 0.000 16 4 0.333 -49.989 0.000 480.168 -530.157 11.534 0.000 17 2 0.083 -45.964 0.000 -498.901 -544.864 35.209 0.000 16 2 0.500 -45.241 0.000 502.161 -547.402 -3.911 0.000 16 2 0.417 -45.241 0.000 503.563 -548.804 3.525 0.000 • 17 4 0.083 -50.755 0.000 -530.770 -581.525 37.553 0.000 16 4 0.500 -49.989 0.000 533.161 -583.150 -4.229 0.000 16 4 0.417 -49.989 0.000 535.252 -585.241 3.652 0.000 17 2 0.000 -45.964 0.000 -612.999 -658.963 38.387 0.000 16 2 1.000 -45.241 0.000 -639.073 -684.315 -48.526 -0.000 17 4 0.000 -50.755 0.000 -652.432 -703.187 40.922 0.000 16 4 1.000 -49.989 0.000 -680.076 -730.065 -51.517 -0.000 Print Time/Date.03/02/2016 12:13 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 34 of 34 Job No Sheet No Rev '.. 4dgt ' Part i' Software licensed to Microsoft , Job Title y� ,(� Ref ��p o/ • +>I d� C 4 By Dick A Date31 Jan 16 Chd Client ✓ f File Lot 2-2159,Sect.D.std Date/time 31-Jan-2016 19:15 Node LIC Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip-in) (kip in) (kip-in) 3 4 0.038 1.163 0.000 0.000 0.000 -0.987 15 4 -0.009 0.992 0.000 0.000 0.000 1.583 3 2 0.036 0.992 0.000 0.000 0.000 -1.202 15 2 -0.008 0.850 0.000 0.000 0.000 0.386 18 4 -0.030 0.808 0.000 0.000 0.000 0.791 18 2 -0.028 0.634 0.000 0.000 0.000 1.627 12 4 0.000 0.350 0.000 0.000 0.000 -4.649 1 4 -0.000 0.332 0.000 0.000 0.000 3.425 12 2 0.000 0.307 0.000 0.000 0.000 -4.319 1 2 -0.000 0.286 0.000 0.000 0.000 3.181 13 4 0.000 0.258 0.000 0.000 0.000 4.639 13 2 0.000 0.240 0.000 0.000 0.000 4.311 14 4 0.000 0.221 0.000 0.000 0.000 -3.420 14 2 0.000 0.206 0.000 0.000 0.000 -3.178 3 1 0.003 0.133 0.000 0.000 0.000 -0.203 18 1 -0.002 0.116 0.000 0.000 0.000 0.107 15 1 -0.001 0.085 0.000 0.000 0.000 0.255 18 3 0.000 0.058 0.000 0.000 0.000 -0.943 15 3 0.000 0.058 , 0.000 0.000 0.000 0.943 1 1 -0.000 0.046 0.000 0.000 0.000 0.244 12 1 0.000 0.043 0.000 0.000 0.000 -0.330 16 4 0.000 0.042 0.000 0.000 0.000 -0.498 3 3 0.000 0.038 0.000 0.000 0.000 0.418 16 3 0.000 0.031 0.000 0.000 0.000 -0.385 13 1 0.000 0.018 0.000 0.000 0.000 0.328 14 1 0.000 0.016 0.000 0.000 0.000 -0.242 16 1 0.000 0.012 0.000 0.000 0.000 -0.113 12 3 0.000 0.000 0.000 0.000 0.000 0.000 13 3 0.000 0.000 0.000 0.000 0.000 0.000 1 3 0.000 0.000 0.000 0.000 0.000 0.000 14 3 0.000 0.000 0.000 0.000 0.000 0.000 16 2 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date:03/02/2016 12:14 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 .-9.1 Job No Sheet No Rev (' Software licensed to Microsoft Part Job Title Ref Js'4 d ,90�J//,i /-0.4 dPl By Dick A Date31-Jan-16 Chd Client YYY "/// File Lot 2-2159,Sect.D,wind DateTme 03-Feb-2016 12:07 z. /7 i \c"-X 4 ✓ k Z 1110111111 - // Load 4 %/ Print Time/Date:03/02/2016 12:08 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 '.• _ ""t Job No Sheet No Rev Part Software licensed to Microsoft Job Title Ref Air 44' .00P /�/�p er 4 is sf �^a e. By Dick A oate31-Jan-16 Chd Client �^' File Lot 2-2159,Sect.D,wind Date/Time 03-Feb-2016 12:04 Node L/C X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 8 2 -0.488 -0.011 0.000 0.489 0.000 0.000 -0.000 6 2 -0.487 0.003 0.000 0.487 0.000 0.000 0.000 8 4 -0.484 -0.013 0.000 0.484 0.000 0.000 -0.000 7 2 -0.483 -0.002 0.000 0.483 0.000 0.000 -0.000 6 4 -0.481 -0.001 0.000 0.481 0.000 0.000 0.000 9 2 -0.481 -0.001 0.000 0.481 0.000 0.000 0.001 17 2 -0.481 -0.015 0.000 0.481 0.000 0.000 0.001 5 2 -0.480 -0.005 0.000 0.480 0.000 0.000 -0.001 7 4 -0.479 -0.005 0.000 0.479 0.000 0.000 -0.000 17 4 -0.476 -0.016 0.000 0.477 0.000 0.000 0.001 9 4 -0.477 -0.002 0.000 0.477 0.000 0.000 0.001 5 4 -0.476 -0.006 0.000 0.476 0.000 0.000 -0.001 6 1 0.005 -0.005 0.000 0.007 0.000 0.000 0.000 10 4 -0.007 -0.002 0.000 0.007 0.000 0.000 0.001 10 2 -0.007 -0.001 0.000 0.007 0.000 0.000 0.001 8 1 0.005 -0.002 0.000 0.005 0.000 0.000 0.000 7 1 0.004 -0.003 0.000 0.005 0.000 0.000 0.000 9 1 0.005 -0.001 0.000 0.005 0.000 0.000 0.000 17 1 0.004 -0.001 0.000 0.005 0.000 0.000 0.000 4 4 -0.004 -0.000 0.000 0.004 0.000 0.000 0.001 4 2 -0.004 -0.000 0.000 0.004 0.000 0.000 0.001 5 1 0.004 -0.001 0.000 0.004 0.000 0.000 -0.000 2 4 -0.000 -0.003 0.000 0.003 0.000 0.000 0.000 2 2 -0.000 -0.003 0.000 0.003 0.000 0.000 0.000 11 2 -0.000 0.003 0.000 0.003 0.000 0.000 0.000 11 4 -0.000 0.003 0.000 0.003 0.000 0.000 0.000 24 4 0.000 -0.001 0.000 0.001 0.000 0.000 0.000 23 4 0.000 -0.001 0.000 0.001 0.000 0.000 -0.000 25 4 0.000 -0.001 0.000 0.001 0.000 0.000 0.000 24 3 0.000 -0.001 0.000 0.001 0.000 0.000 0.000 25 3 0.000 -0.001 0.000 0.001 0.000 0.000 0.000 23 3 0.000 -0.001 0.000 0.001 0.000 0.000 -0.000 22 4 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 26 4 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 4 1 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 22 3 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 26 3 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 2 1 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 20 4 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 10 1 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 20 3 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 11 1 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 24 1 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 19 4 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 23 1 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 25 1 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date:03/02/2016 12:05 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 3 1e .-si Job No Sheet No Rev Software licensed to Microsoft Part Job Tale Ref �e,W 'fP *S717 re W r i /j� �/V By Dick A Date31-Jan-16 Chd Client -/ �` File Lot 2-2159,Sect.D,wind Date/Time 03-Feb-2016 12:04 Beam L/C Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) (psi) (psi) (psi) (psi) 4 4 1.000 67.777 0.000 -1.23E+3 1.3E+3 -27.258 -0.000 4 2 1.000 58.057 0.000 -1.21E+3 1.26E+3 -26.888 -0.000 4 4 0.000 69.900 0.000 1.09E+3 1.16E+3 -27.258 0.000 4 2 0.000 58.057 0.000 1.08E+3 1.14E+3 -26.888 0.000 4 4 0.917 67.954 0.000 -1.04E+3 1.1E+3 -27.258 0.000 9 4 1.000 1.395 0.000 -1.09E+3 1.09E+3 -33.155 -0.000 4 2 0.917 58.057 0.000 -1.01E+3 1.07E+3 -26.888 0.000 4 4 0.083 69.723 0.000 894.872 964.595 -27.258 0.000 4 2 0.083 58.057 0.000 890.253 948.310 -26.888 0.000 4 4 0.833 68.131 0.000 -843.462 911.593 -27.258 0.000 4 2 0.833 58.057 0.000 -824.456 882.514 -26.888 0.000 9 4 0.917 1.219 0.000 -858.553 859.772 -31.256 0.000 4 4 0.167 69.546 0.000 701.724 771.270 -27.258 0.000 4 2 0.167 58.057 0.000 699.730 757.787 -26.888 0.000 4 4 0.750 68.308 0.000 -650.314 718.621 -27.258 0.000 4 2 0.750 58.057 0.000 -633.933 691.990 -26.888 0.000 9 4 0.833 1.042 0.000 -644.035 645.077 -29.357 0.000 17 4 0.000 1.563 0.000 -612.793 614.356 43.803 0.000 16 2 0.000 4.600 0.000 -606.472 611.072 45.565 0.000 17 2 0.000 6.354 0.000 -573.360 579.714 41.268 0.000 4 4 0.250 69.369 0.000 508.576 577.945 -27.258 0.000 19 4 0.000 171.101 0.000 396.861 567.962 -4.408 0.000 4 2 0.250 58.057 0.000 509.206 567.263 -26.888 0.000 19 2 0.000 158.138 0.000 404.574 562.712 -4.520 0.000 16 2 1.000 4.600 0.000 -523.775 528.375 -43.665 -0.000 4 4 0.667 68.484 0.000 -457.166 525.650 -27.258 0.000 19 2 1.000 158.138 0.000 -356.879 515.017 -4.520 -0.000 19 4 1.000 168.425 0.000 -345.584 514.009 -4.408 -0.000 19 4 0.083 170.878 0.000 334.991 505.869 -4.408 0.000 4 2 0.667 58.057 0.000 -443.410 501.467 -26.888 0.000 19 2 0.083 158.138 0.000 341.120 499.258 -4.520 0.000 17 4 0.083 1.563 0.000 -482.199 483.761 40.434 0.000 17 2 0.083 6.354 0.000 -450.329 456.683 38.090 0.000 19 4 0.917 168.648 0.000 -283.713 452.361 -4.408 0.000 19 2 0.917 158.138 0.000 -293.425 451.563 -4.520 0.000 9 4 0.750 0.865 0.000 -442.958 443.823 -27.459 0.000 19 4 0.167 170.655 0.000 273.120 443.775 -4.408 0.000 19 2 0.167 158.138 0.000 277.665 435.803 -4.520 0.000 16 2 0.500 4.600 0.000 405.866 410.466 0.950 0.000 19 4 0.833 168.871 0.000 -221.843 390.714 -4.408 0.000 16 2 0.583 4.600 0.000 385.786 390.385 -6.486 0.000 19 2 0.833 158.138 0.000 -229.970 388.108 -4.520 0.000 4 4 0.333 69.192 0.000 315.427 384.619 -27.258 0.000 19 4 0.250 170.432 0.000 211.250 381.682 -4.408 0.000 4 2 0.333 58.057 0.000 318.683 376.740 -26.888 0.000 16 2 0.417 4.600 0.000 372.003 376.602 8.386 0.000 Print Time/Date:03/02/201612.06 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 34 i►: '- Job No Sheet No Rev i' Software licensed to Microsoft Part Job Title Ref U�d (5r4 .0 e�a yl -r By Dick A Date31-Jan-16 Chd Client y X7� File Lot 2-2159,Sect.D,wind Date/rime 03-Feb-2016 12:04 Node L/C Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip-in) (kip-in) (kip'in) 15 4 0.020 0.973 0.000 0.000 0.000 -0.042 15 2 0.020 0.830 0.000 0.000 0.000 -1.239 1 4 -0.001 0.514 0.000 0.000 0.000 3.445 1 2 -0.001 0.468 0.000 0.000 0.000 3.201 3 4 0.192 0.389 0.000 0.000 0.000 -3.482 18 4 0.393 0.360 0.000 0.000 0.000 -7.355 13 4 0.000 0.258 0.000 0.000 0.000 4.639 13 2 0.000 0.240 0.000 0.000 0.000 4.311 14 4 0.000 0.221 0.000 0.000 0.000 -3.420 3 2 0.189 0.217 0.000 0.000 0.000 -3.698 14 2 0.000 0.206 0.000 0.000 0.000 -3.178 18 2 0.395 0.187 0.000 0.000 0.000 -6.519 3 1 0.003 0.133 0.000 0.000 0.000 -0.203 18 1 -0.002 0.116 0.000 0.000 0.000 0.107 15 1 -0.001 0.085 0.000 0.000 0.000 0.255 18 3 0.000 0.058 0.000 0.000 0.000 -0.943 15 3 0.000 0.058 0.000 0.000 0.000 0.943 1 1 -0.000 0.046 0.000 0.000 0.000 0.244 12 1 0.000 0.043 0.000 0.000 0.000 -0.330 16 4 0.000 0.042 0.000 0.000 0.000 -0.498 3 3 0.000 0.038 0.000 0.000 0.000 0.418 12 4 0.102 0.032 0.000 0.000 0.000 -6.621 16 3 0.000 0.031 0.000 0.000 0.000 -0.385 13 1 0.000 0.018 0.000 0.000 0.000 0.328 . 14 1 0.000 0.016 0.000 0.000 0.000 -0.242 16 1 0.000 0.012 0.000 0.000 0.000 -0.113 12 3 0.000 0.000 0.000 0.000 0.000 0.000 13 3 0.000 0.000 0.000 0.000 0.000 0.000 1 3 0.000 0.000 0.000 0.000 0.000 0.000 16 2 0.000 0.000 0.000 0.000 0.000 0.000 14 3 0.000 0.000 0.000 0.000 0.000 0.000 12 2 0.102 -0.011 0.000 0.000 0.000 -6.291 • Print Time/Date:03/02/2016 12:06 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 ill":' -"' Job No Sheet No Rev j Software licensed to Microsoft Part Job Title Ref ,Q c h 0 h 0. / /tSP li0/ By Dick A Date03-Feb-16 Chd Client File DateTme Lot 2-2159,Sect.E.std 03-Feb-2016 16:37 K /% j 1 \c-X rm— °' wqg 0 00001-000T vim . Load 1 Print Time/Date:03/02/2016 17:58 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 1►. ` '1 Job No Sheet No �// Rev � Software licensed to Microsoft Part Job Title Ref 1 rh e v/L•19 - ®1 Z//so s14-o .d#1 BY Dick A Date03-Feb-16 Chd Client File Lot 2-2159,Sect.E.std Date/Time 03-Feb-2016 16:37 04400011110° 1 '/,/,..1 110 _IIII, _ _, _. ., . _ 1----_-111:,...1:. ,1,,111, l----X ii001A 411/400,, 000 Load 4 Print Time/Date:03/02/2016 17:58 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 j+' ' —.I Job No Sheet No Rev t -. . 4,47 Software licensed to Microsoft Part Job Pt Ref /J® A!,tom le e•�r d '(S✓4/4-G PA By Dick A Date03-Feb-16 Chd Client i( ( File Lot 2-2159,Sect.E.std Date/Time 03-Feb-2016 15:53 4`...,,� _ /' S`, 3 -- �\ i 6 2. — . '9 i 'J ' 10 \c-X i it / 12 11 Print Time/Date:03/02/2016 15:54 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 '-7 Job No Sheet No Rev 8 • -- 1 Software licensed to Microsoft Part Job Title Ref .9 Weer JS' 'n', "0 0, By Dick A Date03-Feb-16 Chd Client 1 File Lot 2-2159,Sect.E.std Date/Time 03-Feb-2016 15:53 3 12 5`,, p ' i 11 �' 6 10 I i 13 �1 i g 7 - V 1 I15 1 I i I i 14 i Print Time/Date:03/02/2016 15:55 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 l► - Job No Sheet No Rev i-i0e Air' 11 r Software licensed to Microsoft Part Job Title / Ref As JPZ71 p /„p- _/`-.B yf S/ Alice r/ By Dick A Date03-Feb-16 Chd i iii"'777 ` -' Client File Lot 2-2159,Sect.E.std paten-me 03-Feb-2016 16:37 Node UC X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 27 4 -0.069 -0.626 0.000 0.629 0.000 0.000 0.001 28 4 -0.069 -0.624 0.000 0.628 0.000 0.000 -0.001 26 4 -0.069 -0.606 0.000 0.610 0.000 0.000 0.002 9 4 -0.031 -0.606 0.000 0.606 0.000 0.000 -0.003 8 4 -0.069 -0.602 0.000 0.606 0.000 0.000 -0.002 25 4 -0.069 -0.567 0.000 0.571 0.000 0.000 0.003 18 4 -0.069 -0.556 0.000 0.560 0.000 0.000 -0.004 24 4 -0.069 -0.511 0.000 0.516 0.000 0.000 0.004 17 4 -0.069 -0.490 0.000 0.495 0.000 0.000 -0.005 23 4 -0.068 -0.441 0.000 0.446 0.000 0.000 0.005 16 4 -0.069 -0.408 0.000 0.414 ' 0.000 0.000 -0.006 28 2 -0.036 -0.407 0.000 0.409 0.000 0.000 -0.000 9 2 -0.009 -0.405 0.000 0.405 0.000 0.000 -0.002 27 2 -0.036 -0.400 0.000 0.402 0.000 0.000 0.001 8 2 -0.036 -0.398 0.000 0.400 0.000 0.000 -0.001 26 2 -0.036 -0.380 0.000 0.381 0.000 0.000 0.002 18 2 -0.036 -0.370 0.000 0.372 0.000 0.000 -0.002 22 4 -0.068 -0.360 0.000 0.366 0.000 0.000 0.005 25 2 -0.036 -0.347 0.000 0.349 0.000 0.000 0.002 17 2 -0.036 -0.327 0.000 0.329 0.000 0.000 -0.003 15 4 -0.069 -0.315 0.000 0.322 0.000 0.000 -0.006 24 2 -0.036 -0.306 0.000 0.308 0.000 0.000 0.003 21 4 -0.068 -0.271 0.000 0.279 0.000 0.000 0.006 16 2 -0.036 -0.272 0.000 0.274 0.000 0.000 -0.004 23 2 -0.036 -0.258 0.000 0.261 0.000 0.000 0.003 14 4 -0.069 -0.215 0.000 0.226 0.000 0.000 -0.006 15 2 -0.036 -0.209 0.000 0.213 0.000 0.000 -0.004 22 2 -0.036 -0.206 0.000 0.209 0.000 0.000 0.003 20 4 -0.068 -0.179 0.000 0.191 0.000 0.000 0.006 21 2 -0.036 -0.152 0.000 0.157 0.000 0.000 0.003 26 3 -0.023 -0.147 0.000 0.149 0.000 0.000 -0.000 14 2 -0.036 -0.143 0.000 0.148 0.000 0.000 -0.004 25 3 -0.023 -0.145 0.000 0.146 0.000 0.000 0.000 27 3 -0.023 -0.144 0.000 0.146 0.000 0.000 -0.000 28 3 -0.023 -0.137 0.000 0.138 0.000 0.000 -0.001 24 3 -0.023 -0.137 0.000 0.138 0.000 0.000 0.001 13 4 -0.069 -0.116 0.000 0.135 0.000 0.000 -0.006 8 3 -0.023 -0.126 0.000 0.128 0.000 0.000 -0.001 23 3 -0.023 -0.123 0.000 0.125 0.000 0.000 0.001 9 3 -0.018 -0.124 0.000 0.125 0.000 0.000 -0.000 18 3 -0.023 -0.115 0.000 0.117 0.000 0.000 -0.001 19 4 -0.068 -0.088 0.000 0.112 0.000 0.000 0.006 22 3 -0.023 -0.104 0.000 0.107 0.000 0.000 0.001 20 2 -0.036 -0.099 0.000 0.105 0.000 0.000 0.003 17 3 -0.023 -0.101 0.000 0.103 0.000 0.000 -0.001 16 3 -0.023 -0.084 0.000 0.087 0.000 0.000 -0.001 Print Time/Date:03/02/2016 17:59 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 3 1► "- Job No Sheet No Rev 4„......ii Software licensed to Microsoft Part Job Title A / 1g , Ref Ali pm 17/t f- S" x, By Dick A Date -Feb-16 Chd Client j l File Lot 2-2159,Sect.E.std Date/Time 03-Feb-2016 16:37 Beam LJC Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) (psi) (psi) (psi) (psi) 6 4 0.000 155.430 0.000 -953.246 1.11E+3 17.793 0.000 6 4 1.000 158.075 0.000 931.550 1.09E+3 17.793 -0.000 1 4 0.000 152.458 0.000 867.397 1.02E+3 -16.035 0.000 1 4 1.000 149.813 0.000 -831.208 981.021 -16.035 -0.000 6 4 0.083 155.651 0.000 -796.179 951.830 17.793 0.000 6 4 0.917 157.855 0.000 774.484 932.338 17.793 0.000 1 4 0.083 152.237 0.000 725.846 878.084 -16.035 0.000 7 4 0.000 200.988 0.000 -657.932 858.921 8.638 0.000 14 4 0.000 200.499 0.000 654.826 855.325 -8.638 0.000 1 4 0.917 150.034 0.000 -689.658 839.691 -16.035 0.000 7 4 0.083 201.046 0.000 -637.747 838.794 8.638 0.000 7 4 0.167 201.105 0.000 -617.562 818.667 8.638 0.000 6 2 0.000 133.300 0.000 -670.572 803.872 11.852 0.000 7 4 0.250 201.163 0.000 -597.377 798.540 8.638 0.000 6 4 0.167 155.871 0.000 -639.113 794.984 17.793 0.000 7 4 0.333 201.221 0.000 -577.192 778.414 8.638 0.000 6 4 0.833 157.634 0.000 617.417 775.051 17.793 0.000 14 4 0.083 200.746 0.000 569.600 770.345 -8.638 0.000 7 4 0.417 201.280 0.000 -557.007 758.287 8.638 0.000 7 4 0.500 201.338 0.000 -536.822 738.160 8.638 0.000 1 4 0.167 152.017 0.000 584.296 736.313 -16.035 0.000 6 2 1.000 133.300 0.000 584.926 718.225 11.852 -0.000 7 4 0.583 201.396 0.000 -516.637 718.034 8.638 0.000 6 2 0.083 133.300 0.000 -565.947 699.247 11.852 0.000 1 4 0.833 150.254 0.000 -548.107 698.361 -16.035 0.000 1 2 0.000 123.335 0.000 574.708 698.043 -10.731 0.000 7 4 0.667 201.455 0.000 -496.452 697.907 8.638 0.000 1 2 1.000 123.335 0.000 -562.073 685.408 -10.731 -0.000 14 4 0.167 200.992 0.000 484.374 685.366 -8.638 0.000 7 4 0.750 201.513 0.000 -476.267 677.780 8.638 0.000 7 4 0.833 201.571 0.000 -456.082 657.653 8.638 0.000 6 4 0.250 156.092 0.000 -482.047 638.138 17.793 0.000 7 4 0.917 201.630 0.000 -435.897 637.527 8.638 0.000 6 4 0.750 157.414 0.000 460.351 617.765 17.793 0.000 7 4 1.000 201.688 0.000 -415.712 617.400 8.638 -0.000 6 2 0.917 133.300 0.000 480.301 613.600 11.852 0.000 1 2 0.083 123.335 0.000 479.976 603.311 -10.731 0.000 14 4 0.250 201.238 0.000 399.148 600.387 -8.638 0.000 6 2 0.167 133.300 0.000 -461.322 594.622 11.852 0.000 1 4 0.250 151.797 0.000 442.745 594.542 -16.035 0.000 1 2 0.917 123.335 0.000 -467.342 590.677 -10.731 0.000 5 4 0.833 65.724 0.000 507.563 573.287 -0.104 0.000 14 4 1.000 203.455 0.000 -367.883 571.338 -8.638 -0.000 14 2 0.000 150.813 0.000 417.472 568.286 -5.468 0.000 5 4 0.917 67.678 0.000 497.610 565.287 -2.977 0.000 5 4 0.750 63.770 0.000 498.948 562.719 2.770 0.000 Print Time/Date:03/02/2016 18:00 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 36 lr" _-4 Job No Sheet No Rev l al:se .' Part Software licensed to Microsoft Job Title Ref .5!V esr v'ch'd 4.r By Dick A Date03-Feb-16 Chd Client y f Fite Lot 2-2159,Sect.E.std Date�me 03-Feb-2016 16:37 Node UC Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) 11 4 0.061 1.679 0.000 0.000 0.000 -2.782 10 4 -0.061 1.670 0.000 0.000 0.000 -3.144 11 2 0.038 1.244 0.000 0.000 0.000 -1.739 10 2 -0.038 1.241 0.000 0.000 0.000 -1.592 11 1 0.008 0.231 0.000 0.000 0.000 -0.366 10 1 -0.008 0.216 0.000 0.000 0.000 -0.452 10 3 -0.014 0.213 0.000 0.000 0.000 -1.100 11 3 0.014 0.203 0.000 0.000 0.000 -0.677 12 4 0.000 0.006 0.000 0.000 0.000 0.000 12 1 0.000 0.006 0.000 0.000 0.000 0.000 12 3 0.000 0.000 0.000 0.000 0.000 0.000 12 2 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date:03/02/2016 18:00 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 ►- —4 Job No Sheet No Rev f. ._ 62 Software licensed to Microsoft Part Job Title Ref elt/, GS�/6.Vr f j/u .yl J ,y BY DickA Date03-Feb-16 Chd Client III File Lot 2-2159,Sect.E,wind Date/Time 03-Feb-2016 17:35 Y Load 4 Print Time/Date:03/02/2016 17:36 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 IP. _ 7 Job No Sheet No Rev Part Software licensed to Microsoft Job Title / y� Ref d e to !"� b 3+. 4#f.��!. By Dick A Date03-Feb-16 Chd Client `��� �{ /' File Lot 2-2159,Sect.E,wind Daterrime 03-Feb-2016 17:48 Node LIC X-Trans Y-Trans Z-Trans Absolute X-Rotari Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 9 4 -0.465 -0.560 0.000 0.728 0.000 0.000 -0.003 27 4 -0.104 -0.595 0.000 0.604 0.000 0.000 0.000 28 4 -0.104 -0.586 0.000 0.595 0.000 0.000 -0.001 26 4 -0.104 -0.584 0.000 0.594 0.000 0.000 0.001 9 2 -0.443 -0.360 0.000 0.571 0.000 0.000 -0.002 8 4 -0.105 -0.557 0.000 0.567 0.000 0.000 -0.002 25 4 -0.104 -0.556 0.000 0.566 0.000 0.000 0.002 24 4 -0.104 -0.510 0.000 0.521 0.000 0.000 0.003 18 4 -0.105 -0.509 0.000 0.520 0.000 0.000 -0.004 5 4 -0.483 -0.036 0.000 0.484 0.000 0.000 -0.001 3 4 -0.478 -0.012 0.000 0.478 0.000 0.000 0.000 4 4 -0.470 -0.020 0.000 0.471 0.000 0.000 -0.000 2 4 -0.466 -0.023 0.000 0.466 0.000 0.000 -0.004 6 4 -0.464 -0.010 0.000 0.464 0.000 0.000 0.005 5 2 -0.460 -0.030 0.000 0.461 0.000 0.000 -0.001 23 4 -0.104 -0.449 0.000 0.460 0.000 0.000 0.004 3 2 -0.457 0.000 0.000 0.457 0.000 0.000 -0.000 17 4 -0.105 -0.443 0.000 0.455 0.000 0.000 -0.005 4 2 -0.446 -0.012 0.000 0.446 0.000 0.000 -0.001 2 2 -0.443 -0.015 0.000 0.443 0.000 0.000 -0.002 6 2 -0.443 -0.007 0.000 0.443 0.000 0.000 0.004 22 4 -0.104 -0.374 0.000 0.388 0.000 0.000 0.005 16 4 -0.105 -0.364 0.000 0.379 0.000 0.000 -0.005 27 2 -0.072 -0.369 0.000 0.376 0.000 0.000 0.000 28 2 -0.072 -0.369 0.000 0.376 0.000 0.000 -0.000 26 2 -0.072 -0.358 0.000 0.365 0.000 0.000 0.001 8 2 -0.072 -0.354 0.000 0.361 0.000 0.000 -0.001 25 2 -0.072 -0.336 0.000 0.344 0.000 0.000 0.002 18 2 -0.072 -0.324 0.000 0.332 0.000 0.000 -0.002 24 2 -0.072 -0.305 0.000 0.313 0.000 0.000 0.002 21 4 -0.104 -0.288 0.000 0.306 0.000 0.000 0.006 15 4 -0.105 -0.276 0.000 0.295 0.000 0.000 -0.006 17 2 -0.072 -0.280 0.000 0.289 0.000 0.000 -0.003 23 2 -0.072 -0.266 0.000 0.275 0.000 0.000 0.003 16 2 -0.072 -0.228 0.000 0.239 0.000 0.000 -0.003 22 2 -0.071 -0.220 0.000 0.231 0.000 0.000 0.003 20 4 -0.104 -0.195 0.000 0.221 0.000 0.000 0.006 14 4 -0.105 -0.184 0.000 0.212 0.000 0.000 -0.006 15 2 -0.072 -0.170 0.000 0.185 0.000 0.000 -0.004 21 2 -0.071 -0.170 0.000 0.184 0.000 0.000 0.003 26 3 -0.023 -0.147 0.000 0.149 0.000 0.000 -0.000 25 3 -0.023 -0.145 0.000 0.146 0.000 0.000 0.000 27 3 -0.023 -0.144 0.000 0.146 0.000 0.000 -0.000 19 4 -0.103 -0.098 0.000 0.143 0.000 0.000 0.006 13 4 -0.105 -0.095 0.000 0.142 0.000 0.000 -0.005 28 3 -0.023 -0.137 0.000 0.138 0.000 0.000 -0.001 Print Time/Date:03/02/2016 17:50 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 3 1► '4 Job No Sheet No Rev i Software licensed to Microsoft Part Job Title Ref V 4IV/Ot d P'P • '�4 Ps J4.� z- � By Dick A oate03-Feb-16 Chd Client / _ �`j� File Lot 2-2159,Sect.E,wind Daterfime 03-Feb-2016 17:56 Beam L/C Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) (psi) (psi) (psi) (psi) 1 4 0.000 86.658 0.000 1.19E+3 1.28E+3 -21.991 0.000 1 4 1.000 84.014 0.000 -1.14E+3 1.22E+3 -21.991 -0.000 1 4 0.083 86.438 0.000 996.374 1.08E+3 -21.991 0.000 1 4 0.917 84.234 0.000 -944.902 1.03E+3 -21.991 0.000 1 2 0.000 57.535 0.000 897.813 955.348 -16.687 0.000 7 4 1.000 118.716 0.000 -823.753 942.469 -15.234 -0.000 1 2 1.000 57.535 0.000 -869.895 927.430 -16.687 -0.000 7 4 0.917 118.657 0.000 -788.370 907.028 -15.050 0.000 1 . 4 0.167 86.217 0.000 802.247 888.464 -21.991 0.000 7 4 0.833 118.599 0.000 -753.417 872.017 -14.866 0.000 7 4 0.750 118.541 0.000 -718.895 837.436 -14.682 0.000 1 4 0.833 84.454 0.000 -750.774 835.228 -21.991 0.000 1 2 0.083 57.535 0.000 750.504 808.039 -16.687 0.000 7 4 0.667 118.482 0.000 -684.802 803.284 -14.498 0.000 1 2 0.917 57.535 0.000 -722.586 780.121 -16.687 0.000 7 4 0.583 118.424 0.000 -651.139 769.563 -14.314 0.000 14 4 0.000 134.719 0.000 603.749 738.469 -8.138 0.000 7 4 0.500 118.366 0.000 -617.907 736.272 -14.130 0.000 7 4 0.417 118.307 0.000 -585.104 703.411 -13.946 0.000 1 4 0.250 85.997 0.000 608.119 694.116 -21.991 0.000 7 2 1.000 67.494 0.000 -618.543 686.037 -18.404 -0.000 7 4 0.333 118.249 0.000 -552.731 670.980 -13.762 0.000 1 2 0.167 57.535 0.000 603.195 660.730 -16.687 0.000 14 4 0.083 134.966 0.000 523.454 658.420 -8.138 0.000 7 2 0.917 67.494 0.000 -575.753 643.247 -18.220 0.000 1 4 0.750 84.675 0.000 -556.646 641.321 -21.991 0.000 7 4 0.250 118.191 0.000 -520.789 638.980 -13.578 0.000 1 2 0.833 57.535 0.000 -575.277 632.812 -16.687 0.000 5 4 1.000 12.808 0.000 615.830 628.637 7.617 -0.000 6 4 0.000 78.457 0.000 -541.445 619.902 13.391 0.000 7 4 0.167 118.132 0.000 -489.276 607.409 -13.394 0.000 7 2 0.833 67.494 0.000 -533.394 600.887 -18.036 0.000 2 4 0.000 19.624 0.000 572.025 591.649 -9.476 0.000 13 4 0.000 30.111 0.000 559.409 589.519 -6.633 0.000 14 4 0.167 135.212 0.000 443.159 578.371 -8.138 0.000 5 4 0.917 12.959 0.000 564.785 577.744 8.180 0.000 13 4 1.000 32.755 0.000 -544.792 577.547 -6.633 -0.000 7 4 0.083 118.074 0.000 -458.194 576.268 -13.210 0.000 7 2 0.750 67.494 0.000 -491.464 558.958 -17.852 0.000 7 4 0.000 118.016 0.000 -427.541 545.557 -13.026 0.000 13 2 0.000 60.761 0.000 481.670 542.430 -5.632 0.000 2 4 0.083 19.450 0.000 509.961 529.411 -9.732 0.000 5 4 0.833 13.111 0.000 510.103 523.214 8.743 0.000 7 2 0.667 67.494 0.000 -449.964 517.458 -17.668 0.000 13 2 1.000 60.761 0.000 -455.910 516.671 -5.632 -0.000 6 4 1.000 81.102 0.000 435.163 516.265 5.048 -0.000 Print Time/Date:03/02/2016 17:56 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 36 jr ' Job No Sheet No Rev ice. 45 L Software licensed to Microsoft 610. t. Part eir Job Title � Ref e.-+U/,�!d r-# �i'#c pt%o By Dick A Date03-Feb-16 Chd Client �/ File Lot 2-2159,Sect.E,wind Date/rme 03-Feb-2016 17:48 Node L/C Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) 11 4 0.057 1.152 0.000 0.000 0.000 -2.743 10 4 0.176 0.969 0.000 0.000 0.000 -6.489 11 2 0.035 0.718 0.000 0.000 0.000 -1.700 10 2 0.198 0.540 0.000 0.000 0.000 -4.937 11 1 0.008 0.231 0.000 0.000 0.000 -0.366 10 1 -0.008 0.216 0.000 0.000 0.000 -0.452 10 3 -0.014 0.213 0.000 0.000 0.000 -1.100 11 3 0.014 0.203 0.000 0.000 0.000 -0.677 12 4 0.031 0.006 0.000 0.000 0.000 -0.500 12 1 0.000 0.006 0.000 0.000 0.000 0.000 12 3 0.000 0.000 0.000 0.000 0.000 0.000 12 2 0.031 0.000 0.000 0.000 0.000 -0.500 • Print Time/Date:03/02/2016 17:51 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 1 2-2159, Beam A, W10x22 Beam Length: 185.76 in Location: 0.0 in - 0.0 in - 0.1917991 Deflection 0.0 I0.1893072 deg -0.1893072 Slope 0.1893072 - 182596.9 lb-in -0.0 Moment 0.0 - 3931.889 lb _ --3931.889 Shear 3931.889 - 7868.689 lb/inz - 7868.689 Bending Stress Tensile:0.0 Compressive:0.0 -605.8381 Ib/inz Average Shear Stress 605.8381 ‘‘.7 ** 2-2159, Beam A, W10x22 ** BEAM LENGTH = 185.76 in MATERIAL PROPERTIES Modulus of elasticity = 29000000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 118.0 in^4 Top height = 5.085 in Bottom height = 5.085 in Area = 6.49 in2 UNIFORMLY DISTRIBUTED FORCES 1.833 lb/in at 0.0 over 185.76 in 40.5 lb/in at 0.0 over 185.76 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-3931.889 lb Simple at 185.76 in Reaction Force =-3931.889 lb MAXIMUM DEFLECTION *** 0.1917991 in at 92.88 in No Limit specified MAXIMUM BENDING MOMENT *** 182596.9 lb-in at 92.88 in MAXIMUM SHEAR FORCE *** 3931.889 lb at 0.0 in -3931.889 lb at 185.76 in MAXIMUM STRESS *** Tensile = 7868.689 lb/in2 No Limit specified Compressive = 7868.689 lb/in2 No Limit specified Shear (Avg) = 605.8381 lb/in2 No Limit specified 'O 2-2159, Beam B, W10x22 ii,, Beam Length: 144.0 in Location: 0.0 in - 0.0 in - 0.1245936 Deflection 0.0 - 0.1586375 deg - -0.1586375 Slope 0.1586375 - 197388.6 lb-in -0.0 Moment 0.0 - 5483.016 lb --5483.016 Shear 5483.016 - :E :: 6.1 Bending Stress Tensile:0.0 Compressive:0.0 - 844.8407 Ib/in2 - 0.0 Average Shear Stress 844.8407 ** 2-2159, Beam B, W10x22 ** BEAM LENGTH = 144.0 in MATERIAL PROPERTIES Modulus of elasticity = 29000000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 118.0 in^4 Top height = 5.085 in Bottom height = 5.085 in Area = 6.49 in2 UNIFORMLY DISTRIBUTED FORCES 1.833 lb/in at 0.0 over 144.0 in 74.32 lb/in at 0.0 over 144.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-5483.016 lb Simple at 144.0 in Reaction Force =-5483.016 lb MAXIMUM DEFLECTION *** 0.1245936 in at 72.0 in No Limit specified MAXIMUM BENDING MOMENT *** 197388.6 lb-in at 72.0 in MAXIMUM SHEAR FORCE *** 5483.016 lb at 0.0 in -5483.016 lb at 144.0 in MAXIMUM STRESS *** Tensile = 8506.109 lb/in2 No Limit specified Compressive = 8506.109 lb/in2 No Limit specified Shear (Avg) = 844.8407 lb/in2 No Limit specified GO 2-2159, Beam C, W10x30 A Beam Length: 247.25 in Location: 0.0 in - 0.0 in - 0.5064776 Deflection 0.0 -0.3755749 deg --0.3755749 Slope 0.3755749 -392108.1 lb-in - 0.0 Moment 0.0 -6343.508 lb --6343.508 Shear 6343.508 - 12074.62 lb/in2 - 12074.62 Bending Stress Tensile:0.0 Compressive:0.0 - 717.5914 lb/in2 - 0.0 Average Shear Stress 717.5914 4/ ** 2-2159, Beam C, W10x30 ** BEAM LENGTH = 247.25 in MATERIAL PROPERTIES Modulus of elasticity = 29000000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 170.0 in^4 Top height = 5.235 in Bottom height = 5.235 in Area = 8.84 in2 UNIFORMLY DISTRIBUTED FORCES 2.5 lb/in at 0.0 over 247.25 in 48.8125 lb/in at 0.0 over 247.25 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-6343.508 lb Simple at 247.25 in Reaction Force =-6343.508 lb MAXIMUM DEFLECTION *** 0.5064776 in at 123.625 in No Limit specified MAXIMUM BENDING MOMENT *** 392108.1 lb-in at 123.625 in MAXIMUM SHEAR FORCE *** 6343.508 lb at 0.0 in -6343.508 lb at 247.25 in MAXIMUM STRESS *** Tensile = 12074.62 lb/in2 No Limit specified Compressive = 12074.62 lb/in2 No Limit specified Shear (Avg) = 717.5914 lb/in2 No Limit specified 2-2159, Beam D, W10x26 A Beam Length: 186.72 in Location: 0.0 in - 0.0 in - 0.3419717 Deflection 0.0 - 0.3357933 deg - -0.3357933 Slope 0.3357933 393224.2 • lb-in - 0.0 Moment 0.0 - 8423.826 lb --8423.826 Shear 8423.826 - 14104.19 Ib/in2 - 14104.19 Bending Stress Tensile:0.0 Compressive:0.0 - 1106.942 Ib/inz - 0.0 Average Shear Stress 1106.942 '3 ** 2-2159, Beam D, W10x26 ** BEAM LENGTH = 186.72 in MATERIAL PROPERTIES Modulus of elasticity = 29000000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 144.0 in^4 Top height = 5.165 in Bottom height = 5.165 in Area = 7.61 in2 UNIFORMLY DISTRIBUTED FORCES 2.167 lb/in at 0.0 over 186.72 in 88.0625 lb/in at 0.0 over 186.72 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-8423.826 lb Simple at 186.72 in Reaction Force =-8423.826 lb MAXIMUM DEFLECTION *** 0.3419717 in at 93.36 in No Limit specified MAXIMUM BENDING MOMENT *** 393224.2 lb-in at 93.36 in MAXIMUM SHEAR FORCE *** 8423.826 lb at 0.0 in -8423.826 lb at 186.72 in MAXIMUM STRESS *** Tensile = 14104.19 lb/in2 No Limit specified Compressive = 14104.19 lb/in2 No Limit specified Shear (Avg) = 1106.942 lb/in2 No Limit specified • 4Se./ 2-2159, Beam E, W10x30 Beam Length: 240.0 in Location: 0.0 in - 0.0 in - 0.4496349 Deflection 0.0 - 0.3434958 deg - -0.3434958 Slope 0.3434958 - 369450.0 lb-in 11 - 0.0 Moment 0.0 -6157.5 lb --6157.5 Shear 6157.5 - 11376.89 Ib/in2 - 11376.89 Bending Stress Tensile:0.0 Compressive:0.0 -696.5497 Ib/in2 - 0.0 Average Shear Stress 696.5497 G.� ** 2-2159, Beam E, W10x30 ** BEAM LENGTH = 240.0 in MATERIAL PROPERTIES Modulus of elasticity = 29000000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 170.0 in^4 Top height = 5.2a5 in Bottom height = 5.235 in Area = 8.84 in2 UNIFORMLY DISTRIBUTED FORCES 2.5 lb/in at 0.0 over 240.0 in 48.8125 lb/in at 0.0 over 240.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-6157.5 lb Simple at 240.0 in Reaction Force =-6157.5 lb MAXIMUM DEFLECTION *** 0.4496349 in at 120.0 in No Limit specified MAXIMUM BENDING MOMENT *** 369450.0 lb-in at 120.0 in MAXIMUM SHEAR FORCE *** 6157.5 'lb at 0.0 in -6157.5 lb at 240.0 in MAXIMUM STRESS *** Tensile = 11376.89 lb/in2 No Limit specified Compressive = 11376.89 lb/in2 No Limit specified Shear (Avg) = 696.5497 lb/in2 No Limit specified a 2-2159, Beam F, W10x22 i, I Al am __ l Beam Length: 185.76 in Location: 0.0 in - 0.0 in - 0.1170422 Deflection 0.0 -0.1155215 deg - -0.1155215 Slope 0.1155215 - 111426.7 lb-in ' - 0.0 Moment 0.0 I2399.369 lb -2399.369 Shear 2399.369 -:: :: .7 Bending Stress Tensile:0.0 Compressive:0.0 - 369.7025 Ib/inz Average Shear'Stress 369.7025 ** 2-2159, Beam F, W10x22 ** BEAM LENGTH = 185.76 in MATERIAL PROPERTIES Modulus of elasticity = 29000000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 118.0 in^4 Top height = 5.0E5 in Bottom height = 5.085 in Area = 6.49 in2 UNIFORMLY DISTRIBUTED FORCES 1.833 lb/in at 0.0 over 185.76 in 24.0 lb/in at 0.0 over 185.76 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-2399.369 lb Simple at 185.76 in Reaction Force =-2399.369 lb MAXIMUM DEFLECTION *** 0.1170422 in at 92.88 in No Limit specified MAXIMUM BENDING MOMENT *** 111426.7 lb-in at 92.88 in MAXIMUM SHEAR FORCE *** 2399.369 lb at 0.0 in -2399.369 lb at 185.76 in MAXIMUM STRESS *** Tensile = 4801.735 lb/in2 No Limit specified Compressive = 4801.735 lb/in2 No Limit specified Shear (Avg) = 369.7025 lb/in2 No Limit specified C8 2-2159, Beams G and H, W10x33 A A • Beam Length: 288.0 in Location: 0.0 in - 0.0 in - 0.7113668 Deflection 0.0 - 0.4528702 deg — --0.4528702 Slope 0.4528702 -405907.2 lb-in - 0.0 Moment 0.0 - 5637.6 lb --5637.6 Shear 5637.6 - 1:1:211 . I - 11616.11 Bending Stress Tensile:0.0 Compressive:0.0 -:E:m 11111111111101 Average Shear Stress 580.5974 ** 2-2159, Beams G and H, W10x33 ** BEAM LENGTH = 288.0 in MATERIAL PROPERTIES Modulus of elasticity = 29000000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 170.0 in^4 Top height = 4.865 in Bottom height = 4.865 in Area = 9.71 in2 UNIFORMLY DISTRIBUTED FORCES 2.75 lb/in at 0.0 over 288.0 in 36.4 lb/in at 0.0 over 288.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-5637.6 lb Simple at 288.0 in Reaction Force =-5637.6 lb MAXIMUM DEFLECTION *** 0.7113668 in at 144.0 in No Limit specified MAXIMUM BENDING MOMENT *** 405907.2 lb-in at 144.0 in MAXIMUM SHEAR FORCE *** 5637.6 lb at 0.0 in -5637.6 lb at 288.0 in MAXIMUM STRESS *** Tensile = 11616.11 lb/in2 No Limit specified Compressive = 11616.11 lb/in2 No Limit specified Shear (Avg) = 580.5974 lb/in2 No Limit specified 7a 2-2159, Beams I and J, W12x45 Beam Length: 240.35 in Location: 0.0 in - 0.0 in - 0.5490433 Deflection 0.0 - 0.4188274 deg --0.4188274 Slope 0.4188274 -926095.2 lb-in - 0.0 Moment 0.0 - 15412.44 lb --15412.44 Shear 15412.44 - 15955.3 Ib/in2 - 15955.3 Bending Stress Tensile:0.0 Compressive:0.0 - 1167.609 Ib/in2 1 -0.0 Average Shear Stress 1167.609 7f ** 2-2159, Beams I and J, W12x45 ** BEAM LENGTH = 240.35 in MATERIAL PROPERTIES Modulus of elasticity = 29000000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 350.0 in^4 Top height = 6.03 in Bottom height = 6.03 in Area = 13.2 in2 UNIFORMLY DISTRIBUTED FORCES 124.5 lb/in at 0.0 over 240.35 in 3.75 lb/in at 0.0 over 240.35 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-15412.44 lb Simple at 240.35 in Reaction Force =-15412.44 lb MAXIMUM DEFLECTION *** 0.5490433 in at 120.175 in No Limit specified MAXIMUM BENDING MOMENT *** 926095.2 lb-in at 120.175 in MAXIMUM SHEAR FORCE *** 15412.44 lb at 0.0 in -15412.44 lb at 240.35 in MAXIMUM STRESS *** Tensile = 15955.3 lb/in2 No Limit specified Compressive = 15955.3 lb/in2 No Limit specified Shear (Avg) = 1167.609 lb/in2 No Limit specified 7 2-2159, Beam K, W10x30 Beam Length: 185.76 in Location: 0.0 in -0.0 in - 0.3239201 Deflection 0.0 I0.3197115 deg -0.3197115 Slope 0.3197115 444274.8 lb-in _ 0.0 Moment 0.0 -9566.64 lb - -9566.64 Shear 9566.64 - 13681.05 Iblin2 - 13681.05 Bending Stress Tensile:0.0 Compressive:0.0 - 1082.199 Ib/inz - 0.0 Average Shear Stress 1082.199 73 ** 2-2159, Beam K, W10x30 ** BEAM LENGTH = 185.76 in • MATERIAL PROPERTIES Modulus of elasticity = 29000000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 170.0 in^4 Top height = 5.235 in Bottom height = 5.235 in Area = 8.84 in2 UNIFORMLY DISTRIBUTED FORCES 100.5 lb/in at 0.0 over 185.76 in 2.5 lb/in at 0.0 over 185.76 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-9566.64 lb Simple at 185.76 in Reaction Force =-9566.64 lb MAXIMUM DEFLECTION *** 0.3239201 in at 92.88 in No Limit specified MAXIMUM BENDING MOMENT *** 444274.8 lb-in at 92.88 in MAXIMUM SHEAR FORCE *** 9566.64 lb at 0.0 in -9566.64 lb at 185.76 in MAXIMUM STRESS *** Tensile = 13'681.05 lb/in2 No Limit specified Compressive = 13681.05 lb/in2 No Limit specified Shear (Avg) = 1032.199 lb/in2 No Limit specified 7'/ 2-2159, Beam L, W10x26 Beam Length: 185.76 in Location: 0.0 in - 0.0 in - 0.2788387 Deflection 0.0 - 0.2752159 deg - -0.2752159 Slope 0.2752159 - 323951.8 lb-in - 0.0 Moment 0.0 I6975.706 lb -6975.706 Shear 6975.706 - 11619.52 Ib/in2 - 11619.52 Bending Stress Tensile:0.0 Compressive:0.0 - 916.6499 Ib/in2 - 0.0 Average Shear Stress 916.6499 7c- ** 2-2159, Beam L, W10x26 ** BEAM LENGTH = 185.76 in MATERIAL PROPERTIES Modulus of elast_city = 29000000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 144.0 in^4 Top height = 5.165 in Bottom height = 5.165 in Area = 7.61 in2 UNIFORMLY DISTRIBUTED FORCES 72.9375 lb/in at 0.0 over 185.76 in 2.167 lb/in at 0.0 over 185.75 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-6975.706 lb Simple at 185.76 in Reaction Force =-6975.706 lb MAXIMUM DEFLECTION *** 0.2788387 in at 92.88 in No Limit specified MAXIMUM BENDING MOMENT *** 323951.8 lb-in at 92.88 in MAXIMUM SHEAR FORCE *** 6975.706 lb at 0.0 in -6975.706 lb at 185.76 in MAXIMUM STRESS *** Tensile = 11619.52 lb/in2 No Limit specified Compressive = 11619.52 lb/in2 No Limit specified Shear (Avg) = 916.6499 lb/in2 No Limit specified 7' 2-2159, Beam M, W10x30 n■■■■■a■■.._i::-■:■■i•UGiu■■■■■■■■■■m■■■■■■■■■■■■iiu illi .■■■■■■■■■■n SNW.SEVERIIIRMIERRETIMEPPT TANTAs ������I�I��I�I�11�1�1�1�1�1�1�1�1�1 I�I�I�I�I�I�I�II�l�lal�!--S'!s�m!�Ill..� A Beam Length: 150.72 in Location: 0.0 in - 0.0 in - 0.2145764 Deflection 0.0 - 0.2772636 deg --0.2286266 Slope 0.2772636 -560050.9 lb-in - 0.0 Moment 0.0 - 11179.87 lb --6250.975 Shear 11179.87 - 17246.27 Iblin2 - 17246.27 Bending Stress Tensile:0.0 Compressive:0.0 - 1264.691 lb/in2 - 0.0 Average Shear Stress 1264.691 77 ** 2-2159, Beam M, W10x30 ** BEAM LENGTH = 150. 2 in MATERIAL PROPERTIES Modulus of elasticity = 29000000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 170.0 in'4 Top height = 5.235 in Bottom height = 5.235 in Area = 8.84 in2 EXTERNAL CONCENTRATED FORCES 15413.0 lb at 5:.36 in UNIFORMLY DISTRIBUTED FORCES 0.0 to 10.5 lb/in at 0.0 over 73.375 in 5.7763 lb/in at 0.0 over 150.72 in 2.5 lb/in at 0.0 over 150.72 in 10.5 to 0.0 lb/in at 73.375 over 73.375 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-11179.87 lb Simple at 150.72 in Reaction Force =-6250.975 lb MAXIMUM DEFLECTION *** 0.2145764 in at 69.48801 in No Limit specified MAXIMUM BENDING MOMENT *** 560050.9 lb-in at 51.36 in MAXIMUM SHEAR FORCE *** 11179.87 lb a_ 0.0 in MAXIMUM STRESS *** Tensile = 17246.27 lb/in2 No Limit specified Compressive = 17246.27 lb/in2 No Limit specified Shear (Avg) = 1264.691 lb/in2 No Limit specified 7. 2-2159, L1, 51-4 x 9 1-2.LVL Beam Length: 186.72 in Location: 0.0 in - 0.0 in - 0.4784575 Deflection 0.0 - 0.4841842 deg - -0.4264459 Slope 0.4841842 IE11.3 Moment 0.0 - 1908.555 lb --1242.429 Shear 1908.555 - 1404.623 Iblin2 - 1404.623 Bending Stress Tensile:0.0 Compressive:0.0 - 38.26676 lb/in2 - 0.0 Average Shear Stress 38.26676 77 ** 2-2159, L1, 5 1-4 x 9 1-2 LVL ** BEAM LENGTH = 186.72 in MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 375.0 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 49.875 in2 EXTERNAL CONCENTRATED FORCES 502.0 lb at 29.28 in 1867.0 lb at 77.28 in UNIFORMLY DISTRIBUTED FORCES 1.3 lb/in at 0.0 over 186.72 in 2.888 lb/in at 0.0 over 186.72 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-1908.555 lb Simple at 186.72 in Reaction Force =-1242.429 lb MAXIMUM DEFLECTION *** 0.4784575 in at 88.78037 in No Limit specified MAXIMUM BENDING MOMENT *** 110891.3 lb-in at 77.28 in MAXIMUM SHEAR FORCE *** 1908.555 lb at 0.0 in MAXIMUM STRESS *** Tensile = 1404.623 lb/in2 No Limit specified Compressive = 1404.623 lb/in2 No Limit specified Shear (Avg) = 38.26676 lb/in2 No Limit specified 2-2159, L2, 3 1-2 x 9 1-2 LVL Beam Length: 143.04 in Location: 0.0 in - 0.0 in ` 0.2340224 Deflection 0.0 - 0.2910317 deg - -0.2880372 Slope 0.2910317 - 89976.29 lb-in - 0.0 Moment 0.0 - 1732.904 lb --1586.783 Shear 1732.904 - 1139.7 Ib/in2 - 1139.7 Bending Stress Tensile:0.0 Compressive:0.0 - 34.74494 lb/in2 - 0.0 Average Shear Stress 34.74494 C/ ** 2-2159, L2, 3 1-2 x 9 1-2 LVL ** BEAM LENGTH = 143.04 in MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 375.0 in^4 Top height = 4.73 in Bottom height = 4.75 in Area = 49.875 in2 EXTERNAL CONCENTRATED FORCES 502.0 lb at 29.28 in 1867.0 lb at 77.28 in UNIFORMLY DISTRIBUTED FORCES 0.87 lb/in at 0.0 over 143.04 in 5.7763 lb/in at 0.0 over 143.04 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-1732.904 lb Simple at 143.04 in Reaction Force =-1586.783 lb MAXIMUM DEFLECTION *** 0.2340224 in at 71.98788 in No Limit specified MAXIMUM BENDING MOMENT *** 89976.29 lb-in at 77.28 in MAXIMUM SHEAR FORCE *** 1732.904 lb at 0.0 in MAXIMUM STRESS *** Tensile = 1139.7 lb/in2 No Limit specified Compressive = 1139.7 lb/in2 No Limit specified Shear (Avg) = 34.74494 lb/in2 No Limit specified jra 2-2159, L3, 1 3-4 x 9 1-2 LVL Beam Length: 134.88 in Location: 0.0 in - 0.0 in - 0.1952077 Deflection 0.0 - 0.2653518 deg --0.2653518 Slope 0.2653518 -24464.52 lb-in I - 0.0 Moment 0.0 - 725.5195 lb --725.5195 Shear 725.5195 - 929.6517 Ib/in2 - 929.6517 Bending Stress Tensile:0.0 Compressive:0.0 -43.64027 Ib/in2 - 0.0 Average Shear Stress 43.64027 ** 2-2159, L3, 1 3-4 x 9 1-2 LVL ** BEAM LENGTH = 134.88 in MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 125.0 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 16.625 in2 UNIFORMLY DISTRIBUTED FORCES 7.43 lb/in at 0.0 over 134.88 in 2.888 lb/in at 0.0 over 134.88 in 0.44 lb/in at 0.0 over 134.88 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-725.5195 lb Simple at 134.88 in Reaction Force =-725.5195 lb MAXIMUM DEFLECTION *** 0.1952077 in at 67.44 in No Limit specified MAXIMUM BENDING MOMENT *** 24464.52 lb-in at 67.44 in MAXIMUM SHEAR FORCE *** 725.5195 lb at 0.0 in -725.5195 lb at 134.88 in MAXIMUM STRESS *** Tensile = 929.6517 lb/in2 No Limit specified Compressive = 929.6517 lb/in2 No Limit specified Shear (Avg) = 43.64027 lb/in2 No Limit specified 2-2159, L4, 3 1-2 x 9 1-2 LVL A Beam Length: 134.88 in Location: 0.0 in - 0.0 in - 0.2851361 Deflection 0.0 - 0.3875941 deg - -0.3875941 Slope 0.3875941 - 71469.69 IIIIlIIIIIIIIIIIh Ib-in i 0.0 Moment 0.0 - 2119.504 lb --2119.504 Shear 2119.504 - 1357.924 Ib/in2 - 1357.924 Bending Stress Tensile:0.0 Compressive:0.0 -63.74449 lb/in2 - 0.0 Average Shear Stress 63.74449 ** 2-2159, L4, 3 1-.2 x 9 1-2 LVL ** BEAM LENGTH = 134.88 in MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 250.0 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 33.25 in2 UNIFORMLY DISTRIBUTED FORCES 27.67 lb/in at 0.0 over 134.88 in 2.888 lb/in at 0.0 over 134.88 in 0.87 lb/in at 0.0 over 134.88 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-2119.504 lb Simple at 134.88 in Reaction Force =-2119.504 lb MAXIMUM DEFLECTION *** 0.2851361 in at 67.44 in No Limit specified MAXIMUM BENDING MOMENT *** 71469.69 lb-in at 67.44 in MAXIMUM SHEAR FORCE *** 2119.504 lb at 0.0 in -2119.504 lb at 134.88 in MAXIMUM STRESS *** Tensile = 1357.924 lb/in2 No Limit specified Compressive = 1357.924 lb/in2 No Limit specified Shear (Avg) = 63.74449 lb/in2 No Limit specified 86 2-2159, L5, 1 3-4 x 9 1-2 LVL Beam Length: 153.6 in Location: 0.0 in -0.0 • in - 0.2673889 Deflection 0.0 - 0.3191719 deg - -0.3191719 Slope 0.3191719 - 51680.38 lb-in - 0.0 Moment 0.0 - 1345.843 lb - -1345.843 Shear 1345.843 - 981.9272 Ib/in2 - 981.9272 Bending Stress Tensile:0.0 Compressive:0.0 -40.47649 Ib/in2 - 0.0 Average Shear Stress 40.47649 �7 ** 2-2159, L5, 1 3-4 x 9 1-2 LVL ** BEAM LENGTH = 153.6 in MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia. = 250.0 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 33.25 in2 UNIFORMLY DISTRIBUTED FORCES 14.196 lb/in at 0.0 over 153.6 in 2.888 lb/in at 0.0 over 153.6 in 0.44 lb/in at 0.0 over 153.6 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-1345.843 lb Simple at 153.6 in Reaction Force =-1345.843 lb MAXIMUM DEFLECTION *** 0.2673889 in at 76.8 in No Limit specified MAXIMUM BENDING MOMENT *** 51680.38 lb-in at 76.8 in MAXIMUM SHEAR FORCE *** 1345.843 lb at 0.0 in -1345.843 lb at 153.6 in MAXIMUM STRESS *** Tensile = 981.9272 lb/in2 No Limit specified Compressive = 981.9272 lb/in2 No Limit specified Shear (Avg) = 40.47649 lb/in2 No Limit specified 2-2159, L6 and L7, 3 1-2 x 9 1-2 LVL . . . . . . . . . ... ... . . . . .. . LAN\ e Beam Length: 177.76 in Location: 0.0 in -0.0 in - 0.3888328 Deflection 0.0 - 0.3918072 deg - -0.4143584 Slope 0.3918072 - 59831.3 lb-in _ - 0.0 Moment 0.0 - 1147.125 i lb --1170.897 Shear 1147.125 - 1136.795 Ib/in2 - 1136.795 Bending Stress Tensile:0.0 Compressive:0.0 - 35.21494 i lb/in2 - 0.0 Average Shear Stress 34.50001 ** 2-2159, L6 and L7, 3 1-2 x 9 1-2 LVL ** BEAM LENGTH = 177.76 in ' MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 250.0 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 33.25 in2 EXTERNAL CONCENTRATED FORCES 559.0 lb at 28.6 in 1091.0 lb at 121.6 in UNIFORMLY DISTRIBUTED FORCES 0.87 lb/in at 0.0 over 177.76 in 2.888 lb/in at 0.0 over 177.76 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-1147.125 lb Simple at 177.76 in Reaction Force =-1170.897 lb MAXIMUM DEFLECTION *** 0.3888328 in at 91.95724 in No Limit specified MAXIMUM BENDING MOMENT *** 59831.3 lb-in at 121.6 in MAXIMUM SHEAR FORCE *** -1170.897 lb a= 177.76 in MAXIMUM STRESS *** Tensile = 1136.795 lb/in2 No Limit specified Compressive = 1136.795 lb/in2 No Limit specified Shear (Avg) = 35.21494 lb/in2 No Limit specified 7d 2-2159, L8 and L 10, 1 3-4 x 9 1-2 LVL \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ Beam Length: 62.4 in Location: 0.0 in - 0.0 in - 0.0140112 Deflection 0.0 - 0.04206782 deg - -0.03721927 Slope 0.04206782 -9907.696 Ib-in Moment 0.0 -452.7567 lb --321.9105 Shear 452.7567 -376.4925 Ib/in2 -376.4925 Bending Stress Tensile:0.0 Compressive:0.0 -278.6195 Ib/inZ - 0.0 Average Shear Stress 278.6195 s/ ** 2-2159, L8 and L 10, 1 3-4 x 9 1-2 LVL ** BEAM LENGTH = 62.4 in MATERIAL PROPERTIES' Modulus of elasticity = 1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 125.0 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 1.625 in2 EXTERNAL CONCENTRATED FORCES 567.0 lb at 24.0 in UNIFORMLY DISTRIBUTED FORCES 2.888 lb/in at 0.0 over 62.4 in 0.44 lb/in at 0.0 over 62.4 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-452.7567 lb Simple at 62.4 in Reaction Force =-321.9105 lb MAXIMUM DEFLECTION *** 0.0140112 in at 29.52133 in No Limit specified MAXIMUM BENDING MOMENT *** 9907.696 lb-in at 24.0 in MAXIMUM SHEAR FORCE *** 452.7567 lb at 0.0 in MAXIMUM STRESS *** Tensile = 376.4925 lb/in2 No Limit specified Compressive = 376.4925 lb/in2 No Limit specified Shear (Avg) = 278.6195 lb/in2 No Limit specified 2-2159, L9, 3 1-2 x 9 1-2 LVL j Beam Length: 186.72 in Location: 0.0 in - 0.0 in - 0.3274716 Deflection 0.0 - 0.3215551 - deg - -0.3215551 Slope 0.3215551 -42830.86 lb-in -0.0 Moment 0.0 - 917.5421 lb . - -917.5421 Shear 917.5421 -813.7864 IllaIIIIIIIIW 'WIC ImAPP .o. lb/in2 - 813.7864 Bending Stress Tensile:0.0 Compressive:0.0 - 27.59525 Iblin2 - 0.0 Average Shear Stress 27.59525 s3 ** 2-2159, L9, 3 1-2 x 9 1-2 LVL ** BEAM LENGTH = 186.72 in MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 250.0 in^4 Top height = 4.75 in Bottom height = .75 in Area = 33.25 in2 UNIFORMLY DISTRIBU^ED FORCES 6.07 lb/in at 0.0 over 186.72 in 2.888 lb/in at 0.0 over 186.72 in 0.87 lb/in at 0.0 over 186.72 in SUPPORT REACTIONS T** Simple at 0.0 in Reaction Force =-917.5421 lb Simple at 186.72 in Reaction Force =-917.5421 lb MAXIMUM DEFLECTION *** 0.3274716 in at 93.36 in No Limit specified MAXIMUM BENDING MOMENT *** 42830.86 lb-in at 93.36 in MAXIMUM SHEAR FORCE *** 917.5421 lb at 0.0 in -917.5421 lb at 186.72 in MAXIMUM STRESS *** Tensile = 813.7864 lb/in2 No Limit specified Compressive = 813.7864 lb/in2 No Limit specified Shear (Avg) = 27.59525 lb/in2 No Limit specified 2-2159, L 11 and 14, 5 1-4 x 91-2 LVL Beam Length: 186.72 in Location: 0.0 in - 0.0 in - 0.477707 Deflection 0.0 0.5261156 deg - -0.4196627 Slope 0.5261156 - 107947.8 lb-in -0.0 Moment 0.0 - 2483.204 lb - --1266.083 Shear 2483.204 - 1367.339 .41 Ib/inz - 1367.339 Bending Stress Tensile:0.0 Compressive:0.0 - 49.78855 Ib/in2 - 0.0 Average Shear Stress 49.78855 ** 2-2159, L 11 and 14, 5 1-4 x 9 1-2 LVL ** BEAM LENGTH = 186.72 in MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 375.0 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 49.875 in2 EXTERNAL CONCENTRATED FORCES 2428.0 lb at 46.56 in UNIFORMLY DISTRIBUTED FORCES 1.3 lb/in at.C.0 over 186.72 in 5.7763 lb/in at 0.0 over 186.72 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-2483.204 lb Simple at 186.72 in Reaction Force =-1266.083 lb MAXIMUM DEFLECTION *** 0.477707 in at 85.97987 in No Limit specified MAXIMUM BENDING MOMENT *** 107947.8 lb-in at 46.56 in MAXIMUM SHEAR FORCE *** 2483.204 lb at 0.0 in MAXIMUM STRESS *** Tensile = 1367.339 lb/in2 No Limit specified Compressive = 1367.339 lb/in2 No Limit specified Shear (Avg) = 49.78855 lb/in2 No Limit specified ,9G 2-2159, L 12, 3 1-2 x 9 1-2 LVL Beam Length: 137.76 in Location: 0.0 in - 0.0 in - 0.3584792 Deflection 0.0 I0.4771044 deg -0.4771044 Slope 0.4771044 - : : ' 6 .5 .0 Moment 0.0 - 2501.033 lb --2501.033 Shear 2501.033 - 1636.576 Ib/in2 - 1636.576 Bending Stress Tensile:0.0 Compressive:0.0 - 75.21903 Ib/in2 - 0.0 Average Shear Stress 75.21903 ** 2-2159, L 12, 3 1-2 x 9 1-2 LVL ** BEAM LENGTH = 137.76 in MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 250.0 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 33.25 in2 UNIFORMLY DISTRIBUTED FORCES 0.87 lb/in at 0.0 over 137.76 in 35.44 lb/in at 0.0 over 137.76 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-2501.033 lb Simple at 137.76 in Reaction Force =-2501.033 lb MAXIMUM DEFLECTION *** 0.3584792 in at 68.88 in No Limit specified MAXIMUM BENDING MOMENT *** 86135.57 lb-in at 68.88 in MAXIMUM SHEAR FORCE *** 2501.033 lb a= 0.0 in -2501.033 lb a7, 137.76 in MAXIMUM STRESS *** Tensile = 1636.576 lb/in2 No Limit specified Compressive = 1636.576 lb/in2 No Limit specified Shear (Avg) = 75.21903 lb/in2 No Limit specified 7B 2-2159, L 13, 1 3-4 x 9 1-2 Beam Length: 90.24 in Location: 0.0 in - 0.0 in - 0.1731982 Deflection 0.0 - 0.351898 deg - -0.351898 Slope 0.351898 -48493.1 lb-in - 0.0 Moment 0.0 -2149.517 lb --2149.517 Shear 2149.517 - 1842.738 Ib/in2 - 1842.738 Bending Stress Tensile:0.0 Compressive:0.0 - 129.2943 Ib/in2 - 0.0 Average Shear Stress 129.2943 7r7 ** 2-2159, L 13, 1 3-4 x 9 1-2 ** BEAM LENGTH = 90.24 in MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 125.0 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 16.625 in2 UNIFORMLY DISTRIBUTED FORCES 47.2 lb/in at 0.0 over 90.24 in 0.44 lb/in at 0.0 over 90.24 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-2149.517 lb Simple at 90.24 in Reaction Force =-2149.517 lb MAXIMUM DEFLECTION *** 0.1731982 in at 45.12 in No Limit specified MAXIMUM BENDING MOMENT *** 48493.1 lb-in at 45.12 in MAXIMUM SHEAR FORCE *** 2149.517 lb at 0.0 in -2149.517 lb at 90.24 in MAXIMUM STRESS *** Tensile = 1842.738 lb/in2 No Limit specified Compressive = 1842.738 lb/in2 No Limit specified Shear (Avg) = 129.2943 lb/in2 No Limit specified 'CO 2-2159, L 15, 3 1-2 x 9 1-2 LVL e Beam Length: 186.72 in Location: 0.0 in - 0.0 in - 0.3761192 Deflection 0.0 I0.3693238 deg -0.3693238 Slope 0.3693238 -49193.61 lb-in - 0.0 Moment 0.0 - 1053.848 lb --1053.848 Shear 1053.848 - :EE: Bending Stress Tensile:0.0 Compressive:0.0 - 31.69467 Ib/in2 • - 0.0 Average Shear Stress 31.69467 'Of ** 2-2159, L 15, 3 1-2 x 9 1-2 LVL ** BEAM LENGTH = 186.72 in MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 250.0 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 33.25 in2 UNIFORMLY DISTRIBUTED FORCES 0.87 lb/in at 0.0 over 186.72 in 2.888 lb/in at 0.0 over 186.72 in 7.53 lb/in at 0.0 over 186.72 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-1053.848 lb Simple at 186.72 in Reaction Force =-1053.848 lb MAXIMUM DEFLECTION *** 0.3761192 in at 93.36 in No Limit specified MAXIMUM BENDING MOMENT *** 49193.61 lb-in at 93.36 in MAXIMUM SHEAR FORCE *** 1053.848 lb at 0.0 in -1053.848 lb at 186.72 in MAXIMUM STRESS *** Tensile = 934.6786 lb/in2 No Limit specified Compressive = 934 .6786 lb/in2 No Limit specified Shear (Avg) = 31.69467 lb/in2 No Limit specified i ` -_- _ ' -ex Ivois over 4 q Ilk 92 je ^ i ~^ ---- ---'-------- ------------------ »�� m ` /O3 Co1a44 ar olfieiffp.44-74 -s-,74,--- b::,74?„,1 eil _ L 7iv La') "Jtax 22_, __ —1-4- el,le' CzWady,i / X gal*'PAW/ 4 I t r- _ _ I: I> fr dirr14 car/- 'ex 4 0,-- .._,,____L B ' Atvie4 ‘,.-.1E4s-- - 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C:0-40Arrof . - 2 Cifigsfit / ( e4A Xite ) ./ 1„. /awl —7.--1 --ta- ' ..404 .„ --ar4v_zianvi , i ...... 1 I '''. ‹...-/". lir`A ell ...m.....4i er je, _ ell ce., dq4 . 4 • - r, ., _ Ii. 474,-744;twAy III 11111‘,.._ --71- 60314 Sit/ex etA - _ __ /6 Cale/4 4 . v Cr7L deefoirefrJ�� __� a /3'rm -/t1 r e-/‘ ���.$)_, i(1/D /30 \, _.e_40w41 ,g )/0 ,ge• 41-101.?-0 9ems . 1 ,3k-idler, / _ 1 p w_ ill r/ $'4 :4.1.074 f3Pas nt(4'" re . /�/per ® � .- - _... - .... .. fO7 Ccri f a iil 4 ,...51... 2 a r/ 4"F.,9 I Li irteste,43r E;915 ef .5%-el ge'virf-S Za_x_3S tri Al (4)/0)(2..? e47-4fAered , is. ,...1Aelefer evyr N. C;i1ffem?al f •_ _ X Shr/wig CatrAt .5;Wili/er.2 ,1 r Vie#el 1-- 4e , „5-4,eirear.lie ,, I I 111111% ..Siletel ef- r-- . •_ _0.. 1 _ 1,..4,_ _,.,,,. '' 4:4:B i < :.?is.1"w/I 4r71._*);if;91:crie ,e•1 i(4 ev..-- __L,____B _ 4 • II-reedy c'ek it. ii.e;93-7,14, vow_ _ ls ii, , 1 44 4 /44-1,, r 4 ,4 ezi4 ‘8(40214 .riefe.cr CerilweA .7•01 N . - U - ' ---- ' / o /b Lot 2-2159,Footing#1 P L 2 in. Input Constants Description Input Constants f P,column load,pounds Sc,soil load capacity,psf P := 10968•lbf fc,compression stress limit for concrete,psi • lbf 2 an.(tip.) ,.J' fs,tensile stress for steel SC := 2000•z a 3 aL reinforcing bars ft a (for 60 ksi rebar,fs=36000 psi) fc := 3000-psi (for 40 ksi rebar,fs=24,000 psi) Ft Ec,modulus of elasticity for fs := 60000 psi Fs concrete(3,122,019 psi for 3000 psi concrete) .00I Ec := 3122019•psi 0.007 Fc=0.003 in./in., concrete compression strain limit Size of footing surface area required Fs=0.004 in./in., steel reinforcing bar tensile strain limit P Sa := — Sc Sa=5.484,ft2 For balanced condition,Fc=Fs Depth of footing required Min. length of side required Ls := Sa°5 Ls Ls =28.102°in b '- — 2 b =14.051 °in Min. base for "Big Foot" or sonos Depth of lower rebar d := b - 0.25•ft B ._ (Ls)2 05.2 B =31.709 oin d =0.921 oft Moment Balance Pressure on soil due to weight of concrete 0.9 flexural resistance factor Wc := b•150.lbf lbf— WC = 175.635 As(fs)((3)d=P(Ls)/4 ft3 ft2 Min. cross sectional area of steel required at bottom unless As< 0.17 Remaining soil capacity after applying footing Ls weight As := P• lbfSc := Sc - Wc Sc = 1.824.103 4 fs•p•d ft2 As =0.129•in2 1 //o Check if upper compression steel is required For balanced condition,Fc=Fs By similar triangles, c/d+ 0.003/0.007 =0.42857 for the balanced condition of Fc=Fs. If c/d> 0.42857,then upper compression controls and upper compression steel requirements must be evaluated. Ls B := - 2•b fs a := As• ([3•B•fc•in) a =2.869°in a c := — c =3.188°in — =0.289 If c/d>0.42857, then upper compression steel is d required unless Acs <0.17 If compression steel is necessary e := b- 2.00004•in from the illustration and depth of footing calculation Ls Acs := P. 4•fs•R•e Acs =0.118°in2 Footing is to be 32 in. min. x 32 in. min. x 16 in. min. deep with no rebar 2 /// Lot 2-2159,Footing#2 P L 2 in. Input Constants Description Input Constants f P,column load,pounds Sc,soil load capacity,psf P := 21757-lbf 1' 9 • fc,compression stress limit for concrete,psi lbf 2 in.ttyp.) a fs,tensile stress for steel SC := 2000•ft2 a4 reinforcing bars a f0.003 (for 60 ksi rebar,fs=36000 psi) fc := 3000-psi (for 40 ksi rebar,fs=24,000 psi) Fc Ec,modulus of elasticity for fs := 60000-psi Fs concrete(3,122,019 psi for 3000 psi concrete) .004 Ec := 3122019•psi 0.007 Fc=0.003 in./in., concrete compression strain limit Size of footing surface area required Fs=0.004 in./in., steel reinforcing bar tensile strain limit P Sa := Sc Sa= 1o.87s,ft2 For balanced condition,Fc=Fs Depth of footing required Min. length of side required Ls := Sa°5 b Ls Ls =39.579 oin — 2 b = 19.79°in Min. base for "Big Foot" or sonos Depth of lower rebar d := b - 0.25•ft BTE 1(Ls) z o.52 B =44.66 oin d = 1.399 oft Moment Balance Pressure on soil due to weight of concrete 0.9 flexural resistance factor lbf lbf We := b•150•— WC =247.369° As(fs)((3)d=P(Ls)/4 ft3 ft2 Min. cross sectional area of steel required at bottom unless As< 0.17 Remaining soil capacity after applying footing Ls weight As := P• lbfSc := Sc - We Sc =1.753.103 4 fs 13•d 1 ft2 As =0.237 0in2 1 1/z Check if upper compression steel is required For balanced condition,Fc=Fs By similar triangles, c/d+ 0.003/0.007=0.42857 for the balanced condition of Fc =Fs. If c/d> 0.42857,then upper compression controls and upper compression steel requirements must be evaluated. Ls B := — 2•b fs a := As• ((3•B•fc•in) a =5.277°in a c := - c =5.863°in — =0.349 If c/d>0.42857, then upper compression steel is d required unless Acs<0.17 If compression steel is necessary e := b- 2.00004•in from the illustration and depth of footing calculation Ls Acs P• 4•fs•(3•e Acs =0.224 0in2 Footing is to be 40 in. min. x 40 in. min. x 20 in. min. deep with five#4 bars both ways at the bottom. 2 • Lot 2-2159,Footings#3 and #4 P L 2 in. Input Constants Description Input Constants b / P,column load,pounds ir—g-0. Sc,soil load capacity,psf P := 30181•lbf .' . fc,compression stress limit for concrete,psi • lbf 2 an.(typ.) 1j, e fs,tensile stress for steel SC := 2000•ft2 a 3 in. reinforcing bars d 1-I, 0.003 (for 60 ksi rebar,fs=36000 psi) fc := 3000•psi "� (for 40 ksi rebar,fs=24,000 psi) Fe Ec,modulus of elasticity for fs := 60000•psi Fs concrete(3,122,019 psi for 3000 psi concrete) .004 Ec := 3122019•psi 0.007 Fc=0.003 in./in., concrete compression strain limit Size of footing surface area required Fs=0.004 in./in., steel reinforcing bar tensile strain limit P Sa := Sc Sa = 15.09,ft2 For balanced condition,Fc=Fs Depth of footing required Min. length of side required Ls := Sa°5 b := Ls Ls =46.616 oin 2 b =23.308 oin Min. base for "Big Foot" or sonos Depth of lower rebar [(Ls)2 d := b - 0.25•ft B ._ 0.52 Tt B =52.6 oin d = 1.692 oft Moment Balance Pressure on soil due to weight of concrete R := 0.9 flexural resistance factor Wclbf := b•150.lbf— WC =291.349 As(fs)(13)d=P(Ls)/4 ft3 ft2 Min. cross sectional area of steel required at bottom unless As <0.17 Remaining soil capacity after applying footing Ls weight As := P• lbfSc := Sc - Wc Sc = 1.709.103 4 fs 13 d t 1 ft2 As =0.321 oin2 1 1141 Check if upper compression steel is required For balanced condition,Fc=Fs By similar triangles, c/d+ 0.003/0.007=0.42857 for the balanced condition of Fc=Fs. If c/d>0.42857,then upper compression controls and upper compression steel requirements must be evaluated. Ls B := - 2•b fs a := As• (13•B•fc•in) a =7.127°in a c := - c =7.919°in — =0.39 If c/d >0.42857, then upper compression steel is d required unless Acs<0.17 If compression steel is necessary e := b- 2.00004•in from the illustration and depth of footing calculation Ls Acs .= P• 4•fs•(3•e Acs =0.306 oin2 Footing is to be 46 in. min. x 46 in. min. x 23 in. min. deep with five#4 bars both ways,top and bottom. 2 SILENT FLOOR® JOIST FRAMING //c*. Joists must be laterally supported at cantilever Silent Floaf®joist framing does not require : �� - and end bearings by blocking boardo panels,i joist or bridging or mid-span blocking �� , direct attachment to a rim or rim joist 0' H2 ��,-\ T 1E2 P /` '',7,,,,,)„..",,, ��� Rim board joint between joists Rom/ / i sm � 1/"Ti�mberS"trand®LSL or®� CS ilevelly rim board,,,,,,_,,,, ,,,4(4'4..2,,N.. ,,,,...L1 4 444 44.,.--- , ,,,,,''z•:.' ,,- .,,',, , t.,,,,, ,,.,,,,,,,,f 1410T,,,,1,4C.ep 1 efr, , ----•- ., ,,,,,,,_. •-•--*70, -, A rt,":„7",",„ -,,, _Adpillo 0 ,<:..4.:<, :t, ‘,---- Zss'z'Cii*p;.--, -4.4 .01 . _,.„,c, 11.,, 410. - NO' *-TIttl,B1 :,-;; 40 ' #fitA*',, *4-11 Qi.ii irgi 4,000. @i,,-,,, -,*:-.... , ...*0 -.,,s._.,-- ...i Fr - ,„,—, *„-_---,, ,B3-v-,-,,..4.----:. . -„, 4%-i-v,,-- --;,,--- ,-,:-- ,' - - 7, 0 „,, -.),,,,,,, , ,r.B.44i'-'tt-;---,'-1,1:00.,,4&. .414,c0 ..4‘.,,;:,,,. ' ,,, ,v..,-","";,/,'-7--- , ' .)--' ,/ ,,,i, _,,,- �, Safety bracing(1x4 minimum)placed at x I 8'on-center(6'on-center for The 110 ) : ac, I ` ,; i• joists)and extended to a braced end i wall.Fasten at each joist with two \�t.- 8d(21/2")nails minimum. Protect untreated wood See Exterior Deck from direct contact with concrete Attachment on WARNING P/z°knockouts page 10 Joists are unstable until at approximately ;H30,....„,, 12"on-center 'iir laterally braced. See Allowable Holes See Warning Notes on a e 5. on page 11 , P g .. TJI®Joist Nailing Requirements at Bearing TM®Joist to Bearing Plate Squash Blocks to Tile Joist Web Stiffener Attachment (Load bearing wall above) 1�/a"TimberStrand®LSL or Gap: iLevel 11/2"rim board i One 10d(3")box nail j 2/"maximum into each flange 1" III Three 8d(2'/z")box nails, One 8d(2yz")box , V II I clinched nail each side Web stiffener each side )Drive nails at an ' x , , angle at least 1�/z" ".. ' .'iia, �,, " T11®11oists:�/e"x 2 "minimum13/a"mmum bearin � 1 The 230 and 360 joists: at end support;31/2"minimum _fit" '/8 x 2�/ic°minimum at intermediate support i/�- Also see detail 02 Tight Shear transfer:Connections equivalent to floor panel �' on page 9 B nailing schedule III®560 Joists Only Gap: Rim to TJI®Joist l 1/2"minimum TA®560 1i/z" *Pill® 23/4"maximum 11/4"TimberStrand®LSL rim floor joist T II Three 16d(31/2°) board,iLevel'"PA"rim board, box nails T ; or TJI®110 rim joist: TJI®560 rim joist: z One lOd(3")box nail � Toenail with �IIII 2x4 web into each flange 10d(3")box nails, 11/2" `i, stiffener1zi 41, ' _ TII®230 and 360 one each side of MI\ — rim joists: TA®joist flange Ma One 16d(31/2")box nail ` Tight -- I I~ into each flange TJI®560 • 13/a"minimum Top View rim gist O (1)PS1 orPS2sheathing,face grain vertical bearing Locate rim board joint between joists (2)Construction grade or better 8 iLevel Trus Joists TJTD Joist Specifier's Guide TJ-4002 April 2007 rwult utlicilLb /1 loM bvaiing or shear wait above i Load bearing wall above Intermediate Bearing— (must stack over wall below) j (must stack over wall below) No Load Bearing Wall Above 111) I' Blocking .. 2x4 minimum 1 panel i' squash blocks 700roto. .,d" ,,•?,4%it .4 ,,.401 ---411141** ija '''' '' -''' %,-,,,,,,, ta. . , : ., , _ , ., ----...„,:,:, ..„,, „,„--„,-- , '„,-,-,.....4t,.. ;,,,,.,Arf.J., , ':F"`'',"1%.'"IN. ------,---,- ,., -- \k".4\.#0?kl''''''‘'; ,..-- „ ' 7- ,!.,4r.' IV, ,itj "� I��1 Web stiffeners required „> Web stiffeners required Web stiffeners required " each side at B3W each side at B1W each side at B2W ve IRC 502.7 requires lateral restraint (blocking)at all intermediate supports Blocking panels may be required Blocking panels may be required Nl� in Seismic Design Categories Do,Di,and 0 awith shear walls above or below— O W� with shear walls above or below— Dz to strengthen the floor diaphragm see detail Bl see detail B 1 Flush bearing plate required. Two 2/°screws for 2x_ Apply subfloar adhesive to all ""` �: y` Maximum 1/a"overhang strapping connections contact surfaces ..e04"),,,Ppermitted at beam. Top flange , �' �\ , e"A hanger ��'•' �• face mount ® ��.'' " �� Two 8d(2%z") hanger " � -,`�A). x nails or 2'/z" g e . ��� , ,,., Directly applied ceiling screws,typical Web stiffeners required if sides of hanger do not laterally support at least 0 1/2"of T11®joist top flange w IC) psi When specified on the layout,one of the above 41140- bracing options is required Backer block:Install tight to top Filler and Backer Block Sizes flange(tight to bottom flange with Backer block face mount hangers).Attach hi® 110 230 or 360 ''560 both sides of with ten 10d(3") r; 1 g 91h"or 91/z"or 14°or 14"or box nails,clinched �� web with single Depth 1 14" 3 11�/s when possible. �/ I�� TJI®joist 11/s" 11/a" 16 16" ®/ / >0,11* Filler Blockm�` 2x6 2x82x6+�/z" 2x8+/z" Two Two ��/�� �1 (Detail H2)'-" sheathing sheathing : 2x6 2x8 " b� Cantilever Filler 2x6 2x10 2x6+i1z° 2x10+1z" N� 4'-0" 6'-0" sheathing sheathing Not applicable Filler block:Nail with ten 10d(3") °� ,(Detail : long long 4'-0"'long 6'-0"long box nails,clinched.Use ten 16d(31/2")box Backer Blockr'r, , nails from each side with TJI®560 joists. (Detail Fl or H2)` Via°or%" 1"net 2x6 2x8 (I)If necessary,increase filler and backer block height for face mount hangers and maintain 1/2"gap at top of joist.See detail W.Filler and backer block dimensions should 0 With top flange hangers,backer block repaired only accommodate required nailing without splitting.The suggested minimum length is 24° for downward loads exceeding 250 lbs or for uplift for filler and 12°for backer blocks. conditions Fastener Spacing and Diaphragm Design Information for Ill® Joists Iv Load from above Closest On-Center Spacing per Roe) Diaphragm Design Informationizi 8d box 10d common, Equivalent Maximum Ill® 8d common, . 12d common, 16d common Nominal Capacity 10d box,12d box 16d box Framing Width. (pit) t\ , 110 4" 4°i3i 6" 2" • f 425 lil 230. 4" 4'l3) 6" 3" 480 q�!'�o4�t 360 and 560` 3" 4"i31 3" 720 (1)One row of fasteners permitted(two at abutting panel edges)for diaphragms.Stagger nails when using 4° F40% ,,,, on-center spacing and maintain 1/2"joist and panel edge distance.For other applications,multiple rows of fasteners are permitted if the rows are offset at least 1"and staggered. 2x4 minimum w yie" (2)To achieve code-tabulated,unblocked diaphragm design values for TJI®110 and 230 joists,use fasteners in IiO combination with an ASTM 03498 non-polyurethane sub-floor adhesive.For nailed-only conditions,use 85%of squash blocks code-tabulated values. (3)Can be reduced to 3"on-center for light gauge steel straps with 10d x 114"nails. - Maximum spacing of nails is 18"on-center. 0 Use 2x4 minimum squash blocks to transfer - 14 ga.staples maybe substituted for 8d(21/2")nails if minimum penetration of 1"is achieved. load around T/10%oisf • Table also applies to the attachment of T11®rim joists and blocking panels to the wall plate. Also see nailing requirements on page 8 iLevel Trus Joist®TJI®Joist Specifier's Guide TJ-4002 April 2007 9 MULTIPLE-MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS ,.,,P! -'4ay.i, 7 <4u Maximum Uniform Load Applied to Either Outside Member (PLF) - Assembly A Assembly B Assembly C Assembly D` Assembly E Assembly F 2 2 2„ a a t .. Connector Pattern 1 1 2" n .,. 2 2 Mo. 13/4" 134" 13/4" 31/2" 13/4° 31/2" 13" 3V2" 11" Connector Number of 31/2" 51/2 51/4" 7" 7" 7" Connector Type Rows. On-Center ,'1,..,,,„ 3 Iy 2...i. 3 l 2- l 4-ply Spacing R y P Y P y P y u '3' 10d(0.128 x3°) 2 12". 370 1 280 280 250 `i Box NailP1. 3 12" 560 I 420 420 370 • g 24" 510 380 520 465 860 340 07 .1-, Through Bolts4z)�4) 2 , 19 2" 640 475 650 580 1,075 425 16" 765 570 780 700 1,290 510 SDS/4°x 31/2 24" 460 345 345 305 orWs35r4? 2 19.2" 575 430 430 380 • is :, 16 690 520 520 460 �.. 24" 305 460 305 SOS/4"x 6" 2. 19.2" 380 575 380 r� .' , or.W66(3)(4) & 16' 460 690 460 ii; ( 33/8„ 24' 525 395 395 350 2" 19 2" 655 495 495 440 r w TrussLokvo 16 790 595 595 525 4 ;", 24 375 410 365 500 365 A 5 2 19 2" TrussLok)� 470 515 455 615 455 . , :-4 4, ., 16` 565 615 550 750 550 63/4" 24° 335 550 335 TrussLok�4) 2 ; 19•2" 420 690 420 16 505 825 505 (1)Nailed connection values may be doubled far 6"on-center or tripled for 4°on-center nail spacing. "1 (2)Washers required.Bolt holes to be lie"maximun. (3)6°SDS or WS screws can be used with Parallam PSL and Microllame LVL,but are not recommended for TimberStrand®LSL. n '44:,1 (4)24"on-center bolted and screwed connection values may be doubled for 12"on-center spacing. r ' Multiple-Member Connection Example , 4 300 PLF, 420 PLF N General Notes ... -.7 ,-4 ■ Connections are based on NDS®2001. ( ■ Use specific gravity of 0.5 when designing lat:l;1Zt:: ■ Values listed are for 100%stress level Incre -loaded roof conditions or 25%for non-snow roof conditions,where code allows. 0,t ibtl � ■ Bold Italic cells indicate Connector Pattern must be installed on both sides. ��, Stagger fasteners on opposite side of beam by 1 the required Connector Spacing. 0 ■ Verify adequacy of beam in allowable load tables on pages 16-33. First,check the allowable load tables on pages 16-33 to verify that 3 °4, • 7"wide beams should be side-loaded only when loads are applied to both sides pieces can carry the total load of 720 plf with proper live load deflection of the members(to minimize rotation). criteria.Maximum load applied to either outside member is 420 plf.For a 3-ply 13/4"assembly,2 rows of 10d(3")nails at 12°on-center is good for Ato:;. * • Minimum end distance for bolts and screws is 6". only 280 plf.Therefore,use 3 rows of 10d(3")nails at 12"on-center(good s ' ' • Beams wider than 7"require special consideration by the design professional. for 420 plf). € Alternates: 2 rows of 1/2"bolts or SDS'"x 31/2"screws at 19.2"on-center. t 38 iLevel Trus Joist®Beam,Header,and Column Specifier's Guide TJ-9000 November 2006 LAW OFFICES OF PAUL REVERE, III 226 River View Lane Centerville, Massachusetts 02632 (508) 237-1620 To: Town of Barnstable Building Department Fr: Paul Revere, III Re: Application of Danute Quinn for Building Permit--Access Da: February 4, 2015 Danute Quinn has applied for a building permit for a lot which bears the street designation of 59 Dillon Lane (the"Property"). Access to the property,however,will not be along the unconstructed Dillon Lane,but, rather,will be along an access easement from an adjacent property known as 2159 Main Street. The easement area is shown on a plan approved by the Planning Board which has been recorded at the Barnstable County Registry of Deeds at Plan Book 660,Page 27, and an easement from the owner of 2159 Main Street has been recorded at Book 29181, Page 182(copies attached). The driveway to be constructed in the easement meets the Barnstable Fire District requirements for adequacy of access. I have written this memorandum explaining the history of the parcel because access will not be along Dillon Lane. Further, a neighbor who claims that he does not want Dillon Lane to be constructed and suggested access via an easement is now desperately doing anything that he can to block Danute Quinn • from accessing her property via an easement. Further,Albert Schulz, his lawyer,has stated that he has been actively lobbying the building department to deny a building permit based upon access issues. The neighbor's motives are unclear as the easement is exactly what his lawyer requested that Danute Quinn use to access the Property. Regardless, the Building Department must issue a permit as the Property has adequate access using the easement. In particular, the Property is located on the southern side Route 6A in Barnstable between the railroad bridge and Route 132 and just to the east of Pilot's Way. The relevant lot was created by a subdivision that was approved by the Planning Board in 1974 and consisted on the division of a long rectangular lot in two developable lots (2159 Main Street and the Property). Dillon Lane as created by the subdivision is 22 feet wide and begins on adjacent property immediately abutting 2159 Main Street to the east and then curves onto 2159 Main Street and the Property. • At the time of the subdivision,2159 Main Street and the Property were owned by Daniel Dillon and the adjacent property to the east was owned by his father John Dillon, Sr.,who was notified of the subdivision. In 1988, John Dillon, Sr.,died, and, in the following year, John Dillon, Jr.,'Conmac Dillon, and Daniel Dillon(i.e.,the sons of John Dillon, Sr.), deeded their father's property to John Dillon,Jr. The deed specifically states that"19,593 square feet is subject to an easement for Dillon Lane as shown on [the plan recorded at Book 462, Page 42]."Book 6994, Page 303. (copy attached). That statement is contained in two subsequent deeds with the property to the east now being owned by John Dillon, Jr., as trustee. In September, 2007, Daniel Dillon dies. His children later deed their father's property to Tom and 1 • Danute Quinn with Tom owning 2159 Main Street and Danute owning the Property. Book 28045, Page 305-309. In 2015,the Quinns applied to the Barnstable Planning Board to reduce the size of Dillon Lane as the size of the approved roadway exceeds that required by current Planning Board requirements using a plan prepared by Down Cape Engineering. Following that application,attorney Schulz contacted me and suggested that, rather than construct Dillon Lane,the Quinns ought to use an easement to access the Property. After appearing before the Planning Board where Mr. Schulz opposed the reduction in roadway width,my client was reviewing options. In early July,Joanne Buntich contacted Daniel Ojala of Down Cape Engineering and suggested that the Quinn's submit an approval not required plan under Section 801-12F of the subdivision regulations providing for access via an easement. Following that suggestion,the Quinns submitted such a plan and,on July 13, 2015,the Planning Board voted 3 to 1 to approve it. The board,however,needed four votes to endorse the plan for recording. When the Board failed to vote to disapprove the plan within 21 days or take any other action, "it shall be deemed to have determined that approval under the subdivision control law is not required,and it shall forthwith make such endorsement on said plan." M.G.I,. ch. 41, Sec. 81P. As such,the revised plan was approved and recorded. Contemporaneously, the easement was recorded. Turning to the applicable law,the determination of whether a building permit should be issued requires that the Department determine whether the lot complies with existing zoning(or is grandfathered). Here,the property complies with all of the requirements of the Barnstable Zoning Ordinance as it has the minimum frontage on a way and meets all other requirements of the zoning ordinance. Further, access is provided by the easement which meets all of the requirements of the Barnstable Fire District. Apparently,Mr. Schulz's position is that the frontage on Dillon Way does not qualify as frontage either because the road has not been constructed or because, in his opinion,the Quinns do not have access rights on the portion of Dillon Lane that is located on his client's property. With respect to the first argument, nothing in the Barnstable Zoning Ordinance requires that access be on the road that is providing frontage. Thus,there is no reason to deny a building permit on that basis. The only provision of the Barnstable requirements that is even remotely close is Section 801-12F which states that access for new subdivisions must be along the road providing frontage. While the Quinns do not believe that a current planning board regulation can serve as the basis to deny a building permit for a lot created in 1974, the Quinns presented a plan to the Planning Board in July, 2015, to approve access via an easement which is specifically allowed under Section 801-12F. The Planning Board voted 3 to 1 to approve such access, constructively endorsed the plan by the failure to disapprove it,and the plan was recorded. As such, the Quinns have every right to obtain a building permit using the easement for access. Finally, I note that the portion of Section 801-12F that requires that an applicant demonstrate rights in a road is only necessary when the applicant uses the road for both access and frontage. The express requirement to demonstrate both when frontage is used for access demonstrates'that, even if the Planning Board requirement applied, it would not be applicable when the applicant does not use the frontage for access. Finally, Mr. Schulz knows that his client has always owned his property subject to the express limitation that it is subject to an easement for Dillon Lane and it is outrageous that he argues against such an easement when the deed into him from he and his brothers specifically addresses the easement.' I Further,it is not the province of the Building Department to make a determination of legal rights in land. 2 • In conclusion, a building permit should be issued to Danute Quinn for the Property as she has demonstrated both adequate access and compliance with zoning. • 3 • • V,,.= BA T • ..•L kigli RO atop'-",---•.," ",yvs` • r�- � L • A..4-0.. ."111 . 4n 1---'""P L r61 MOWI CC LOCUS MAP 1 �.1- �a�st�•e'°G `s `\` `\\ SCALE rum: , �I 0 L . ISSESSIMS AAP 257 PARCEL 40 1 `\` BARNSTABLE PLANNING BOARD KS,9NR16TAac ME DB0ICT yy1� • .wav0VAL WOO?P.'548W08WV 1 ter 81g L ``` cownx WS I NOT LIMD P {', ;-�`L me t `,- ZONING SUMMARY i - Sia mem LRcee=v CRAM. 1 eek"lq 13 2, w.Lor ECM vrm sr. I L.L mur xc Far K; IS `Pro' 302 L. ammo( av - e18 OUSEC 0259l L (S �e A via 10110t E /,S NO OVERCMm>r AM ro DIHa 1.4KE Luc MICMAC HOCNf ACT L l� - - MN Art 11.0.BM�ea �E 6 LPGUln mum PEROL 6< @�/j'/I (/ N!@�DY OF ABM!D4]PZ�t NGIBTW MOAT OISTACT 4. r e - OWNER OF RECORD /8 �� LOT 1L10A5anal v.atlas acr 1 WARM.W ORR II 9 ® _ •�1 LOT 1 LLS WRNS•TAMML I.Ama.P ge MAP 237 PCL 40 �,� 60.451139CS* RAP 737 N]ol 1s REFERENCES • t.34 AC.t $ 89 CAPTAIN CROSBY ROAD S ti. CEUTERVALE CIA 02632 �B uA cam P Z RS NAM WM TSO PAMC AS • - ���' NOTE v d > a6 M.0 RA5 LRD1 KLEPM®RA MR PURPOSE Or �+ ARC TILR P90POLm ocesssS I0161:AIM LCS 2 A. $1'e PULVONr TO 9001-IF.00111 1015 xt-SNARE A oQ is TO COAJOU ACCESS Ai ROJIE DWI 0D MSN u@5 M1I REQUIRED Or THE OM O C01Pa551 P1000 10 1. CNCy0ANCT a'ART T OMAR.CM LA*2-2 xa • 1 MD 1 II ,aN) r 1 v 1z z 1 Nr i a 1 w o to Lao ti i. ❑1 o ie p ym l 1 . 1 MAP 236 PCT.6-1 I CARL FRAOCES 1 YBRSAREN TR PO BOX 5 a WEST 9Aw+STARLE. L1 i•- w MA 02168 $q S..♦� a ' cr 6 O I CTYRY MAI T M RAN MS RAPE M ACCORDANCE L4A AIRM ERROR AAONAR I. C 1VA MO A5 0008W AMA8AAr 7. , z 0 r s a t 9, a tOA11 Mem ex,.ex PLO • 1• R O$1 PLAN OF LAND ,,,,LA OT - #2159 ROUTE 6A BARNSTABLEA MA v1AAAID 7a 's• THOMAS & DANUTE QUM LOT 2 GUM JILT 10.2015 MAP 236 PCL 14 2_ smAT--xc t� v 1.1e. 1 440•Na•YFl 17)R A cot eisi deg*. Y tl AA 777 landDCE#14-021 rw.mvo wrE.'...�Warm (G 3LI 6 (I) K IIgIHXa • Bk 29181 P9182 648334 10-02-2t i15 $ 03 = 59is Easement I, Thomas P. Quinn, whose address is 28 Quinn's Way, Mashpee, Massachusetts 02649, for consideration of One Dollar ($1.00) paid herewith grant to Danute Quinn whose address is 28 Quinn's Way, Mashpee, Massachusetts 02649, the right to use the "driveway easement," as shown on a plan entitled "Plan of Land of #2159 Route 6A, Barnstable, MA Prepared for Thomas & Danute Quinn, July 10, 2015, Downcape Engineering, Yarmouthport, Mass." and recorded with the Barnstable County Registry of Deeds in Plan Book 660, Page 27. Said driveway easement shall be used in common with the Grantor for all purposes for which driveway easements may now or hereafter are customarily used in the Town of Barnstable to access Lot 2 shown on a plan entitled "subdivision of Land in Barnstable, Mass. For Daniel F. and Sharon P. Dillon, April 24, 1974, Scale 1"=40", Edward E. Kelley, Registered Land Surveyor, Cummaquid, Mass." Recorded in the Barnstable Registry of Deeds in Plan Book 290, Page 43 ("Lot 2"), including specifically the right to install utilities within said easement. .. Said easement is appurtenant to Lot 2. For Grantors' title see deed recorded at Barnstable County Registry of Deeds at Book 28045, Page 307. V) Witness my hand and seal this ZN#lay of October, 2015. omas P. Quinn COMMONWEALTH OF MASSACHUSETTS Barnstable, ss On this a day of 0C%AbP� , 2015, before me,the undersigned notary public,personally appeared Thomas P. Quinn, who is personally known to me or proved to me through satisfactory evidence of identification, which was , .,v/itidis bady to be the person whose name is signed on the foregoing instrument, and acknowledged to me that she signed it voluntarily for its stated purpose. o44: ,, . TYir • Notary Public ,� "'S? McCoy Public My Commission Expires: Pe646/a) •' i ! My.Commission Expires • I o �'^ A `" �ti June 25, 2021 4.6 s.4r '),`�1 ,,,.:T,,.. BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register B OK %,994w eJ J cONFIRr'TeRY 64f O '-. ;, • QUITCLAIM DEED / , ram��.r.�#�: KNOW ALL MEN BY THESE PRESENTS that We, DANIEL F. DILLON of 2159 Main Street. ' r,_ :;cct Barnstable, Massachusetts, JOHN J. DILLON, JR. of 89 Cap'n Crosby Road, W00 I Centerville, Massachusetts, and CORMAC J. DILLON of 2701 W.W. 314, Federal ' . Way, Washington 98023 'i in consideration paid of ONE HUNDRED FORTY-FOUR THOUSAND AND NO/100THS � '1 ($144,000.00) DOLLARS grant unto JOHN J. DILLON JR. of 89 Cap'n Crosby Road, Centerville "N ; Massachusetts if t S� ' ,i The land, together with the building thereon situated in the Westerly part '='. d of the East parish of Barnstable (West), Barnstable County, Massachusetts, and ka F t is bounded and described as follows: FOR DESCRLPT:ON SEE ADDENDUM "A" ATTACHED HERETO AND MADE A PART LI HEREOF Ii " 11 'n,:' 1 may: '1 y' i This Confirmatory Deed is recorded to correct the description in Deed g� J as recorded in Book 6692, Page 002.." "i' 'fi`e' r 'j For title see deed of Tidie A. Benttinen to John J. Dillon and Anne M. Dillon ice. jdated July 21, 1949 and recorded at the Barnstable County Registry of Deeds s in Book 725, Pages 277 and 278. : - WITNESS our handstand seals this h day of _ `s` , 1989. / ----� s.:a ' ... 1J19)rt// �Y.G �h>; ILYN dm . .$ .. DANIEL F. DILLON CORMAC J. LON Wi , _I / ,,. s7>_ a 1 JOIN J, DILLON, JP.. STATE OF WASHLNGTON Y^ Lov,v•;,• cF t'IE12�t y 1989 ss Then personally appeared the above-named Cormac J. Dillon/W.acknoiV14ged the foregoing instrument to be his free act and deed, before;me;_ . ,f 7 1 r 1—- My Commission Expires: q-„2t1 c2 ., f n:f�i •'4 . + b ar is YGc • b G COMMONWEALTH OF MASSAf.HUSETTB .� .v� � � • S�w _` ss 73z-c 1'1 1989 u. ' �r r i Then personally appeared the above-named John J. Dillon, Jr. and Daniel F. Dillon and acknowledged the foregoing instrument to be their free acts and `_ deeds, before me, (\� ...,.•'may,. i _ ,Q(,,..,.Notary Public (F\\ " ;€a' My Commission Expires: .. 'fir edx6' 94? I. 304 ADDENDLTt "A" : _.::..,. . NORTHEASTERLY by Route 6A, a distance of TWENTY-THREE and 66/100 feet as shown on hereinafter mentioned plan; 1:: 50b:'HFASTERLY by land of Helen S. Coffey and William D. Knott, distances of THREE HUNDRED SEVENTY-NINE and -,,,,:' .. '..... ." 90/100 (379.90) feet, ONE HUNDRED TWENTY and 00/100 (120.00) feet, ONE HUNDRED SEVENTY-FOUR ,; ..,: and 83/100 (174.83) feet, SEVENTY-THREE and 'f.,. " 76/100 (73.76) feet, NINETY-EIGHT and 62/100 :=„•: ;: = (98-62) feet, and ONE HUNDRED SEVEN and 94/100 a'; ' (107.94) feet, as shown on said plan; SOUTHEASTERLY--"-W-Iand'of Charles F_-Crocker, a distance of_.... . .. ',,I TWO HUNDRED TWELVE and 63/100 (212.63) feet as f '- a:. shown on said plan; SOUTHEASTERLY by land of Charles F. Crocker, a distance of -_ _ TWO HUNDRED TEN and 28/100 (210.28) feet, as J shown on said plan; mow* `:' l-gib.'.- !! NORTHWESTERLY by land of Daniel F. Dillon, distances of ONE „;>.: ;": HUNDRED TWENTY-THREE and 25/100 (123.25) feet, ,''== TWO HUNDRED EIGHTY-FOUR and 61/100 (284.61)feet, . lk ONE HUNDRED FIFTY-SEVEN and 90/lOC (157.90)feet, 1'F',7:ii' • q and SEVENTY-NINE and 67/100 feet as shown on IttgY ii said plan; ,FA' ' NORTHWESTERLY by land of Daniel F. Dillon, distances of •�' i' t',,, ^ _ ' ONE HUNDRED SEVENTEEN and 87/100 (117.87) feet, '=sF:,. w. 4t' . ONE HUNDRED FHZRTY-FOUR and 00/100 (134.00)feet,° �.• ij r,Y � ,.,� - ;; EIGHTY-NINE and 98/100 (89.98) feet, TWO HUND- ti DRED SIXTY-THREE and 74/100 (263.74) feet as i., shown on said plan; :k � li By a curve with a radius of 30.94, a distance of FIFTY and 30/100 ;%a:.,': (50.30) feet; as shown on said plan; and 14NKA,::. tNORTHWESTERLY by Route 6A, -a distance of ONE HUNDRED ELEVEN and 98/100 (111.98) feet. Z V 7 tieeT,_Y '••'. Being that parcel of land as described in "Plan of Land for the t 'i prepared for John J. Dillon" dated ��,� !. i Town of Barnstable, Ma., p h , June 29, 1989, Scale 1" feet, Yankee Survey Consulatants, 143 t'4 Route 149, Marstons Mills, Ma. 02648, as recorded with the Barns- 3: i stable County Registry of Deeds in Plan Book 462, Page 42. Mkr4 Said parcel contains 245,001 square feet, more or less, of which f, 19,593 square feet is subject to an easement for Dillon Lane as t ! `shown on said plan. ':- .T, ;:', . Company,Subject to.a first mortgage to Northern Mortgage Com an Inc. in� r "`':•7:<.;: the original principal amount of $ j�ft},Gvc.o-C, dated re' Q t o115: and recorded with the Barnstable County Registry of Deeds in i'ice. ..`:_;�>::.-:.: Book 669� Page b..' k,r' i�:_4i!UL. sii 39 '_..::: f its.': 474-440.. .r .- Bk 29132 iF`s 30 1 :4 4 0 G CI' 9-11-2101� 03 = 11 oe►+.r+ro was 3 al / Town of Barnstable Growth Management Department www.townlarnstable.rna.us/growthmanagement Jo Anne Miller Buntich Director Memo To: Ann Quirk,Town Clerk • From: Jo Anne Miller Buntich,Growth Management Di ector Date: August 5,2015 Re: Map 237 Parcel 040 Approval Not Required Plan • and for 2159 Rte. 6A, Barnstable MA Thomas and Danute Quinn On June 10,2015 3:12 PM Down Cape Engineering,Inc., Daniel A. Ojala,P.I.S.filed an Approval Not Required Plan application for 2159 Route 6A Barnstable, MA with the Town (%C.,41 Clerk on behalf of Thomas&Danute Quinn. On July 13, 2015 the Barnstable Planning Board reviewed an application for an Approval Not Required endorsement for proposed common access from Route 6A for Lot 1 and Lot 2 as • shown on the plan entitled "Plan of Land of#2159 Route 6A Barnstable, MA prepared for Thomas &Danute Quinn", dated July 10, 2015,prepared by Down Cape Engineering, Inc., Daniel A. Ojala, P.L.S. o At the July 13 meeting,the Planning Board voted 3 to 1 to endorse this ANR plan. However, a majority of the board, i.e. 4 members, must vote to constitute an official action. Therefore, with only 3 positive votes,the Planning Board failed to act on this ANR application. The statutory requirement that the Planning Board act within 21 days of filing expired on July 1, 2015 with no further action by the Board. A TRUE COPY ATTEST ii se—Y14-411-1Ale--- Town Clerk -4 • BARNSTABLEP qie • 61 200 Main Street,Hyannis,MA 02601(o)508-862-4786(f)508-862-4784 x • ,b •• "4• A e 1 367 Main Street,Hyannis,MA 02601(0)508-862-4678(f)508-862-4782 • ,4.60A7`Y� ' BARNSTABLE DEEDS iohn F. Meade REGISTRY, Register Tom Quinn From: revereiii@aol.com Sent: Friday, February 05, 2016 9:58 AM To: Tom Quinn Subject: Fwd: Dillon Lane Sent from my iPhone Begin forwarded message: From: "Daniel A. Ojala PE, PLS" <downcape@downcape.com> Date: February 4, 2016 at 10:07:13 PM EST To: "Paul Revere Ill" <revereiii@aol.com> Subject: Dillon Lane i JoAnne did call me and remind me that an easement was an alternative, when I mentioned this to the Planning Board during the hearing, she was quick to point out that I had brought this exception to her attention a year or two back. (it is an obscure rule, I guess she had not realized it was in the bylaw prior to me pointing it out). Daniel A. Ojala PE, PLS down cape engineering, inc. 939 Main St.Yarmouthport, MA 1-508-362-4541 x108 1-508-362-9880 fax downca pe@downca pe.com This Electronic Message contains information from the engineering firm of down cape engineering, inc., which may be privileged. The information is intended to be for the use of the addressee only. If you are not the addressee, note that any disclosure, copy, distribution or use of the contents of this message is prohibited. 1 Y B = 'AI' ND 'AI _f NTS21 D0 — , _ . gA.06 NT X..E C. END 25,3S RO V ,GKNPY Nissoe•r g& ST PTE 11 --", No- \\ \`YQ L {�� S • I Bp STB END�SE \f. NTZZ R2 7\\ r 11N \ I v---� -C 1 N1m `� K\- %w FOR REGISTRY USE',Is:::,\�1 1yN" Eq5 10 \ \ • LOCUS MAP ail III TNG � gyIEW�NG \\ �\ SCALE 1".2000'S ASSESSORS MAP 237 PARCEL 40 Io \\ BARNSTABLE PLAMNO`1G BOARD KST BARNSTABLE FIRE DISTRICT 8 APPROVAL UNDER THE SUBDIVISION Ism. m.I� \ 1 `\ CONTROL LAW/S NOT REQUIRED \\DE 1 \ Im �� ZONING SUMMARY I ZONING D51fiCT:RF DISTRICT YIN.LOT SIZE MIN. S.F. • Ole I MIN.P5 FRONTAGE Sp' IN.FRONT SETBACK JO' u a'�Q �I$ IN.SIDE SETBACK 15' N.REAR SETBACK 15' T F NO OEIDTIONAAC AS iv COAdvAAYE YAX BUILDING HEIGHT NY REOUI01 ZCW¢A'C PVLMANCE o//l / 'HIM."o nit HAS A601,V .TN MACE DEMENT. SITE IS 0/OD ur INT.RESOURCE Pm" . 4" .% 7 449 OWNER OF RECORD L I. OT GUINN /vi o 28 DUINNS WAY f 1 -I? ASHPEE,MA 026N9 LOT 2: DANUTE QUINN $ �I LOT 1 2B WINKS WAY MASHPEE,MA 028A9 N. MAP 237 PCL 40 e\� 60,451 SF.± MAP 237 PCL 39 1.39 AC.± JOHN J DILLON JR TR REFERENCES 89 CAPTAIN CROSBY ROAD $* CENTERVLLE,MA 02632 DEED EED BBWOK 288005 PAGE w6 LAN BOOR 290 PAGE 03 A \ , .\tJ, m,k \� NOTE PY THIS PLAN HAS BEEN PREPARED FOR THEN PURPOSE OP o5 INDIGONc PROPOSED ACCESS TO LOT 1 D LOT 2 PURSUANT TO*801-1 ZF.BOTH LOTS WILL SHARE A / COMMON ACCESS OFF ROUTE 6A.DRIVEWAY TO BE ° '(�' CONSTRUCTED TO AT LEAST NE MINIMUM STANDARDS n REQUIRED BY THE BUILDING COMMISSIONER PRIOR TO °II OCCUPANCY OF ANY DWELLING ON LOT 2. �1 IH' $, I I r/ I- Z 5 1 I r aN I QED NjV LU Eli 1 1,./a 0 all 1 I I MAP 236 PCL 6-1 1 CARL FRANCES YARTANEN TR I PO BOX 5 1 WEST BARNSTABLE, ] -- MA 02660 T ,�F -u p V- o 4 G .a. CERTIFY THAT nos R PUN WAS DEED M G 1ACCORDANCE MIDI REGISTRY CC DEEDS $G6.UNDNA EFFECTIVE JANUARY 1, Z 1988.1976.AND AS AMENDED JANUMY), I. �✓,..A iDATE DANIIEL AOJALA.P.L.S. NT4 T5 E 09.51 $ „.T' "' -- PLAN OF LAND 0.5 OF #2159 ROUTE 6A BARNSTABLE, MA PREPARED FOR THOMAS & DANUTE QUINN LOT 2 DATE: JULY 10.2015 MAP 236 PCL 14 21 aPL.ems° N:i; iet/., m ae i . landsurveyors6, w eiOCR yI4-021 YARNDPDRTA D ,s Page 2 of 3 Related Business Ideas Snowboards Canoe and Kayak Rentals • Boxing Center Baseball Batting Cage Windsurfing School Sports Memorabilia Golf Instruction Skiing Instruction Archery Range Sports Camps One Question Site Survey IT TAKES ONLY SECONDS TO ANSWER BELOW P. . How favorably do you view Amway? SELECT ONE ANSWER O Very favorable (J Somewhat favorable (' Neutral 0 Somewhat unfavorable 0 Very unfavorable I i VOTE TO SEE RESULTS • POWERED BY VIZU gE :'. .N'1. 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Inc.All rights reserved. http://www.entrepreneur.com/businessideas/golf-instruction 9/27/2013 Home -,Golf Business Page 1 of 1 GOLF BUSINESS GOLF BUSINESS OPPORTUNITIES WITH SOUTHWEST GREENS The small business opportunity that Southwest Greens® is offering gives you the freedom of self-employment. Our golf business opportunity (http://www.bizservicesblog.com/be-your-own-boss-with-southwest- greens/) and golf franchise,opportunity (http://www.golfbusinessopportunity.com/small-business-opportunity.html) is something you cannot pass up. If you enjoy the game and enjoy working with the most unique state-of-the-art products, our putting green franchise business opportunity will be perfect for you. http://golf-franchise.webs.com/ 9/27/2013 BOUDREAU&BOUDREAU,LLP 396 NORTH STREET HYANNIS,MASSACHUSETTS 02601 Telephone:(508)775-1085 Telefax.(508)771-0722 Philip Michael Boudreau Mark H.Boudreau =3 ' ,I s September 27, 2013 . ' 3.0 ' - Tom Perry, Building Commissioner 1 Building Department L ` < Town of Barnstable 200 Main Street Hyannis, MA 02601 to 7 3f(3 RE: 2159 Route 6A, Barnstable Dear Mr. Perry: I represent John Blair, a prospective purchaser of a single family residence located at 2159 Route 6A, Barnstable which is currently owned by the Estate of Daniel F. Dillon. The property is located in an RF residential zoning district. My purpose in writing you is to request a determination that a proposed home occupation, as outlined below, shall be permitted as of right under Chapter 240-46. Home Occupation, of the Town's By-law. Locus consists of a 5-acre parcel of land located on the South side of Route 6A in Barnstable. The property is long and narrow and sinks in the middle before rising sharply in the back. The rear abuttor is Cape Cod Community College. Mr. Blair proposes to install an indoor golf teaching room for hitting lessons in a barn to be built on locus and attached to the existing home with a breezeway. In all likelihood, it would be used on rainy days and outside of his peak business (June- September) at Oyster Harbors. Potentially the lessons could take place up to 3 days a week from the hours of 8 am to 6 pm,with a maximum of 2 students per hour and 8 per day. Lessons are typically 30 to 60 minutes in duration. My client intends to install a chipping area behind the new barn which would include a green and sand trap, approximately seventy-five yards away, down in the low part of this back yard. This would not be visible from the street and would mainly be for the benefit of his two (2) children. However, he would like to use this outide area on occasion for his students as well. The proposal appears to fit within the first twelve (12)requirements. The activity will be carried on by the permanent resident with the indoor golf teaching room being location in an attached garage. Similar to yoga teachings, home tutoring, art classes and the like, this is an activity customarily carried on within a dwelling unit. The use is clearly incidental to the use of the property as a home for the Blair family. The proposed use would occupy no more than 400 square feet of space. The structure would have to be approved by the Old King's Highway Historic District and would be residential in nature with no outside evidence of a non-residential use. The use is recreational in nature and not objectionable or detrimental to the neighborhood and its residential character. The only traffic generated would only be an additional 2 to 4 cars per hour onto the heavily travelled Route 6A. There would be no offensive noise, vibration, smoke, dust, or other particulate matter, odors, electrical disturbance,heat, glare,humidity or other objectionable effects. There will be no storage or use of toxic or hazardous materials, or flammable or explosive materials in excess of normal household quantities. There is an abundance of land (five acres) for parking and there will be no exterior storage of display of materials or equipment. No commercial vehicles whatsoever will be used in this home occupation. My client is fully aware that he will have NO signage reflecting the business. He will be the sole employee. He also realizes that the home occupation is personal to him and may not be transferred to another person or to another location. Kindly sign where indicated below if you concur that John Blair can conduct this home occupation as of right at 2159 Route 6A in Barnstable, subject to the limitation as set forth herein. Thank you for your kind attention to this matter. Sincerely, Mark H. Boudreau MHB AGREED TO: Tom Perry, Building Comm'r Town of Barnstable (. -e-iuc � r c � BOUDREAU &BOUDREAU,LLP 396 NORTH STREET HYANNIS,MASSACHUSETTS 02601 Telephone:(508)775-1085 Telefax:(508)771-0722 Philip Michael Boudreau Mark H.Boudreau September 27, 2013 Tom Perry, Building Commissioner Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: 2159 Route 6A, Barnstable Dear Mr. Perry: I represent John Blair, a prospective purchaser of a single family residence located at 2159 Route 6A, Barnstable which is currently owned by the Estate of Daniel F. Dillon. The property is located in an RF residential zoning district. My purpose in writing you is to request a determination that a proposed home occupation, as outlined below, shall be permitted as of right under Chapter 240-46. Home Occupation, of the Town's By-law. Locus consists of a 5-acre parcel of land located on the South side of Route 6A in Barnstable. The property is long and narrow and sinks in the middle before rising sharply in the back. The rear abuttor is Cape Cod Community College. Mr. Blair proposes to install an indoor golf teaching room for hitting lessons in a barn to be built on locus and attached to the existing home with a breezeway. In all likelihood,it would be used on rainy days and outside of his peak business (June- September) at Oyster Harbors. Potentially the lessons could take place up to 3 days a week from the hours of 8 am to 6 pm,with a maximum of 2 students per hour and 8 per day. Lessons are typically 30 to 60 minutes in duration. My client intends to install a chipping area behind the new barn which would include a green and sand trap, approximately seventy-five yards away, down in the low part of this back yard. This would not be visible from the street and would mainly be for the benefit of his two (2) f ' children. However, he would like to use this outide area on occasion for his students as well. The proposal appears to fit within the first twelve (12)requirements. The activity will be carried on by the permanent resident with the indoor golf teaching room being location in an attached garage. Similar to yoga teachings, home tutoring, art classes and the like, this is an activity customarily carried on within a dwelling unit. The use is clearly incidental to the use of the property as a home for the Blair family. The proposed use would occupy no more than 400 square feet of space. The structure would have to be approved by the Old King's Highway Historic District and would be residential in nature with no outside evidence of a non-residential use. The use is recreational in nature and not objectionable or detrimental to the neighborhood and its residential character. The only traffic generated would only be an additional 2 to 4 cars per hour onto the heavily travelled Route 6A. There would be no offensive noise, vibration, smoke, dust, or other particulate matter, odors, electrical disturbance, heat, glare, humidity or other objectionable effects. There will be no storage or use of toxic or hazardous materials, or flammable or explosive materials in excess of normal household quantities. There is an abundance of land(five acres) for parking and there will be no exterior storage of display of materials or equipment. No commercial vehicles whatsoever will be used in this home occupation. My client is fully aware that he will have NO signage reflecting the business. He will be the sole employee. He also realizes that the home occupation is personal to him and may not be transferred to another person or to another location. Kindly sign where indicated below if you concur that John Blair can conduct this home occupation as of right at 2159 Route 6A in Barnstable, subject to the limitation as set forth herein. Thank you for your kind attention to this matter. Sincerely, Mark H. Boudr au MHB AGREED TO: Tom Perry, Building Comm'r Town of Barnstable Putting Greens of Cape Cod : Low Maintenance Synthetic Putti... Page 1 of 1 1. m. -: h i � . ,.44 1r.NdK. tAa. x z:. .dzru.. 4,441 r - buttng Greens -Z of Cape Cod ,4 3P.-"— -a ri1/4 t y.- . r 41. x1 301 . 40 a K�aiw a ds fir' _~` r✓ --- KerryMcNarnara,Gerttftecf Mealier A 1' a ' .r a.,, 5O8�63-i3S 13 9�#17TS CI4f1 ��` , r ,,,it', „, ` u ' '"pilri ICE i 41li -?''le' >L"� db`'+ " +C PPPfff.) �,y.(Uf+T '�� lNA l+�y^��j . � }rr}p�.:ylr HOME §ate 'f(�V d ,, ,t.�i'i?u•'�`14-4 �.,,,;,m rl.*MA!i**p m;.ba PUTTING GREENS '. '+ ` psm .'», .• `'14'`'' 111 ...m i eN ,.. Y'I" ,- 4 VERSACOURTT" �A .. 41V.. 4.: '' .. • VERSALAWN"" PHOTO GALLERY �' k ; .. ", ' REQUEST INFORMATIONkira '' .' PHOTO GALLERY ,,; 11 installation Portfolio� fillWatch a putting green installation as seen on NECN, (channel 8)' Putting Greens of Cape Cod has helped home owners improve their game and home value with synthetic putting greens, court systems and turf replacement installations. Each synthetic putting green installation is designed to the customer's specifications. Each VersaLawn"^ and VersaCourt`" is low maintenance and worry-free. • cZ417..ri * ''',4,4.t40''''.1.'',t' ;.,:k4k:14' '''' -' & } " L• `• 'a xMr i��.- W C' ' Vfor*, Vit,,,,,W ...', .„0 ,,,,„ ir -'''','_,'''''.. ' ' '‘ '1' r , - ,- , - :..„.„.,„,,,,,,,„,„, L._ ,,.,. .,.......„, „ .„ . ti.,......... ,..,..i . , , ,, .... .„ ,,, ,,..,... r., ...,,,,N14 +1,J ..., ID 1 if i ....•- • rki4.t.k,l'''' A -ri.A. - -,"' - r { S .:� r.-", -..A . .. ,4t5V ,� ` HIV a ,fir .V i .a .T. .4tA., a..,Y C. ,r.. ,., ... "r1i7 - P 4 ^ .yam of � �•, �✓r z _�. ay...-.e:.P. b " - 02 03 C}4'b 05 66 07 a :,„' ': l .'. home . putting greens . versacourt . versalawn . photogallery. request information -" ripz7ISA k x r+�(jJ ►wit 9rr ,�" `C11a Q ,ram 1- h A ' , 0 ,c-qectiv v( C— 4A j c...d r e c c or P 1 ( v r1 t )--teefrx- (1-5 l '. C v http://capecodgreens.com/photogallery.html 9/27/2013 Page 1 of 3 Subscribe I Bookstore I Inspiratior • Startups Run & Grow Money Marketing Technology Franchises The " SPECIAL: Entrepreneur for$1 an issue ® » 1.`� '_ r G NI,'N j 4'""'w 'Pi N_,6xny aw✓ay-"�"^,3>a+T^is«w`fi C '47°14 � EtUSIN ES (�p h * A ..n.pwX. rcii e 19 r'w •+wy 7,yr.w • { 4' s • VZ4k} � ivsT-i„Business Idea Center: Golf Instruction uttAr 4� � � " M R YRIA� YSMi�k` 1 `Golf instruction � ' i N Q � 1 ''74* , Business At A Glance . ar . W ,.� ',' ;�t ' ' �;�,��� ,n � : ,' 7 Startup Costs: $2,000 - $10,000 w '� p' • a ^ Part Time: Can be operate d art-time. (47 i Franchises Available? No a � ' �}' � Online Operation? No 0� K Previous Next k44.4,--;zettie- a ,•�' } Business Overview r , " Golf is one of the most popular sports and recreational pastimes in the United States, and millions of people hit the links on a weekly basis. Utilizing your golf expertise and skills, you can start an instruction business that teaches people to golf, or golf better. Most public and private golf courses have on-staff golf professionals who teach golfing lessons to members and visitors. However, this should not be viewed as a negative for starting your own golfing instruction service. There are a multitude of ways to start the business without being stationed or located within an existing golf course, such as a mobile golf pro who teaches proper golf swing and. ce on an in-home consulting basis. Or, a golf pro can teach golfing techniques broadcasted live over the Internet via a specially designed website that utilizes a web cam for the broadcasts. There are an infinite number of options for a golfing professional to start and operate a business that teaches students to golf. Furthermore, the business can be started on a small capital investment and can be managed from a homebased office. A well-established golfing instructor should have no difficulties earning an income in the $30 to $50 per hour range. Additional revenues for this business can be gained by manufacturing custom golf clubs, as well as repairing golf clubs for clients. http://www.entrepreneur.com/businessideas/golf-instruction 9/27/2013 MUSIC LESSONS - Drums, Bass, Guitar, Voice, Piano .1 Page 1 of 2 V A CL cape cod all services offered lessons & tutoring Reply , xsqfq-4080300443@serv.craigslist.org[21 flag 121 : miscategorized prohibited Spam best of Posted: 2013-09-20, 4:02PM EDT MUSIC LESSONS - Drums, Bass, Guitar, Voice, Piano J (Cape Cod) \ ° ,y/r,' 4,31 • \ '-\\;--A \ / ao" , Ce Jar gl?e Berklee Graduate, Dave Scandur is proficient with Drumset, Guitar, Bass, Voice and beginner piano. y• .r "one-stop-shop" for music lessons! In my studio in West Barn ..• -, or in the comfort of your home! Perfect option for musically-inclined families. Custom lessons. everything from reading, to jamming... rock, blues, metal, jazz, pop, soul, classical, funk, you name it! In the end, music is all about enriching one's life, and having fun doing it! "Scientific research over the years has shown that studying music has many rewards, from improving performance in school to dealing with emotional traumas, but the newest research shows that it can do even more than that. It can fine tune the human brain, biologically and neurologically enhancing its performance and protecting it from some of the ravages of time." dscandurra [at] alumni.berklee.edu • Location: Cape Cod • it's NOT ok to contact this poster with services or other commercial interests Posting ID: 4080300443 Posted: 2013-M51T4:M4 rad email to a friend http://capecod.craigslist.org/lss/4080300443.htm1 9/27/2013 ciJ MUSIC LESSONS - Drums, Bass, Guitar, Voice, Piano .1 Page 2 of 2 © 2013 craigslist help terms privacy safety feedback about cl jobs http://capecod.craigslist.org/1ss/4080300443.html 9/27/2013 How to Become a Golf Instructor 1-2-3 Page 1 of 2 2013 Business tea h Chet 1O Get the BUSINESS CENTER complete How to Become a Golf Instructor 1-2-3 checklist free Follow step-I — — _-— -- -- step ...from choosing yot If you enjoy playing golf,why not take your bringing in cl #2 Golf Distance Killer hobby and turn it into a profitable business? You can become a golf instructor and teach golf • www.RevolutionGolf.coin on a full-time or part-time basis without the Email addres • Take 36 Seconds and Learn How high overhead of other traditional businesses. • to Hit Longer and Straighter First name: 9 9 Whereto Run a Golf Instruction Business Find a Business to Start * (Free)... Business Plans Run your golf instruction business from your Topics you Vn • Business Licenses ` ,.home as an independent instructor.You can about: Business Financing also open a golf school with multiple instructors Marketing Tools teaching golf lessons to a variety of different ages and skill levels. • _ Search Independent Golf Instructors _ We don't span Yes,many golf courses often staff their own golf pros.However,independent instructors have your the advantage of being able to better accommodate the scheduling and location needs of their and we c clients.Independent golf instructors are typically more mobile,allowing them to even provide stance and swing training from students'homes. Branching out on your own also gives you other benefits.For example,when you work Cox Bu: independently,you can build a convenient part-time business or lucrative full-time operation. www Cor corn; In addition,you can choose to work with individuals or groups of any age. Bundle Busi Finding Golf Students $1000 Internet Visa P a P Unless you have a lareg network of friends who want to learn golf,it can be challenging to find new clients when you're getting started.A way to get around this is to hold free workshops or clinics to local organizations or Meetup groups. By doing this,aspiring golfers get to know you.You can demonstrate your golf knowlege and teaching skills and gain exposure for your business all at the same time.Here's why this strategy works... Most new golfers don't know one golf instructor from another.When they are ready to take Golf Sw lessons,many sign up with the first or most convenient resource they find.If they already Tips? know and like you-they are likely to call you first. As with any teaching business,golf instructors can generate lots of customers and income GoDad( through referrals alone.Therefore,once you have started teaching a few clients,you can often Websit€ grow your business through referrals. Builder How to Start a Golf School Aspiring golf teachers can obtain training and certification through the PGTAA(Professional Murray Golf Teachers Association of America),either with their home study course online or their 5- Swim S day on-site program.Training and certification will not only prepare you to teach students,but also give you the right qualifications for teaching jobs at colleges,high schools and golf courses. 20 min • Even if you are a skilled golfer and know how to teach golf,starting your own business can Swing \ seem overwhelming.Although this field can be very rewarding,many pros don't know where to start. Jeff Carreira,Vice President of National Golf Schools has put �. together a business start-up guide for people who are interested in starting their own golf instruction programs.In fact,this guide has been used in PGA education seminars. • • He shows you how to launch your golf instruction business and how 4 • to find students.Jeff also educates you on teaching procedures and policies,how to manage your golf school and how to secure contracts with • golf facilities.This step-by-step guide makes becoming a golf instructor and starting your own business much easier. Start a Golf School:Quick-Start Guide http://www.homebusinesscenter.corn/how_tostart/golf instructo... 9/27/2013 How to Become a Golf Instructor 1-2-3 • Page 2 of 2 Golf Instruction Business Resources: • Get a Business License • Online Teaching Software • Download Business Forms • Sell Your Course in an eBook • Business Accounting Software • Accept Credit Cards Find golf students on Skillshare.This website helps teachers and students connect in a variety of different areas.They let teachers list their classes for free. Opportunities are not limited to just adult golf lessons.You can even start a business teaching kids to play golf.For example,TGA Premier Junior Golf(www.golftga.com)is a franchise that offers after-school golf programs,camps,tournaments,lessons and parties. onto See 13 More Golf Businesses ...need the Home Business Start-up Checklist?Get it free! © Home Business Center, Inc. I Helping Home-Based Entrepreneurs Succeed Since 1997 Home I Home BuHuess Directory I Business Plans I Marketing Tools I About I Contact I Privacy • • http://www.homebusinesscenter.com/how_to_start/golf instructo... 9/27/2013 Cheap Piano/Guitar/Bass Lessons! Page 1 of 1 v A CL cape cod all services offered lessons & tutoring I Reply J jbpbd-4048330938@serv.craigslist.org r2l flag r?l miscategorized prohibited spam best of Posted: 2013-09-05, 3:11PM EDT Cheap Piano/Guitar/Bass Lessons! (Cape Cod) Looking for cheap music lessons for yourself or for your kid?! I am recent music school graduate who is looking for some students! .I give 60 min lessons for $20 on either piano, guitar or bass. Lessons are once a week (less or more according to your preference!). I can teach at my home or at yours! If you are interested please email or call 508-631-3512 and ask for Tony Argo! •. Location: Cape Cod • it's NOT ok to contact this poster with services or other commercial interests Posting ID: 4048330938 Posted: 2013-09-05, 3:11PM EDT email to a friend © 2013 craigslist help terms privacy safety feedback about cl jobs FORMAT: mobile regular http://capecod.craigslist.org/lss/4048330938.html 9/27/2013 MapPage 1 of 1 • • • Town of Barnstable Geographic Information System New Search I Home Help Parcel Viewer Custom Map Abutters Map Size El El Zoom:ut D �In Full ' ;y rrJ „ © _]PG Map: 185 Parcel: 006 Property i ,166D380D2 +Pa+ '; "*186038 InfoY p° 030 '�"'" 11" W ` I's p8a2a Location: 796 SOUTH MAIN STREET188D71, 180036004 - ,*�, p70''" .� �, t88D37. �i: :;;;r:;:: ;::' STR p1I ' j` .188880D3 '" ,.170D _,i��� 168070 e. M,'i�i- p 76 ~» „,rBi. h« ip7. +?;" ..,. Ifi 88084. 3, 3 ,�>t+ s io —I 1 d 18BD73 i 4 '' 5 lirlp ir7 °'4e 1880e2,• g `186068, location 796 SOUTH MAIN STREET -I 1{p35 r .1''$`" +- '.188089081 p', ro ,} p707" �* ` 880680D2 'ix 'r 188004 ,. • ' p46 '" .V I® Acreage 0.72 acres 186074002 ° ' p 55 +� * 'A' p 39� ` ' a'+ P� �'168D88 IBB0B7.. ,i p 59k + 8'd 188080�.y ` °,&mac,,, p33 t p 197 t+ •t r �a-', 8 +.rf'p57 185008'; fir.44' - i10 " �� Current Owner 165'' '', *,185080 J k 780 185010 r '—' -- -- ----------_W.. .�_ pals � Mailin Address KOONCE,CAROLYN S 7R { °" ya 8500 er• ez,.t 4 p780 � 185011 9 y, r '• 18606811, .+r.w CAROLYN S KOONCE REVOCABLE '� �,.185059+ S ' p772 + .1+ p729 LIVING TRUST w,.+ 6.x �'i 8816 + 185008 1 5007 ` m ,E 782 +' 796 SOUTH MAIN STREET ar a • nr \850 ^'"° ■ ' r*` "• w CEN7ERVILLE,MA 02632 185037 a0 /W, 1-" ,�+ 185812001 '�:°+t 1 - moo p820 �a7 , r� ils, 5`t44. ayp749 , t1 — -- ,, * r ,l ^t�JrS)_ '"r'"+185013.fi ,,,, "**"'� Appraised Value(FY 2013) ( 185058,� ir, #773,; r 4" j}",'I8500a } pg32 �` r a� w Extra Features v $56,700 e 500 „�:, g, f,- +, • 44.- 1850ia J �"1ryJ�°':. a.,ye w.y,� ,,,+ +✓' x . ,�. Out Buildings $59,800 ,'d N �, �"lyvd p7sa , ''• +M-:e>a,+' ^T Land $323,800 ;,,t85053« ,.,, p,«. *iwrh'. ' Buildings $232,700 p 0.. ,185'5 ��`a 4 d"p "d' ` 85823 1:1.wFy u°^t', i + �1 ,,., Total Appraised $673,000 +iM"` z p835 g�. a«�� 'r to �•,µ;_'- ta5016 � E~ 185038 LAssessed Value(FY 2013) _� IS' 1`w'rkt f.e pa03 "K I. p0-� ,�. � � � Sa`y 185837.�� Extra Features $56,700 . -crw'.« rv7" � -+-.' Out Buildings $59,800 Land $323,800 Set Scale 1" =•255 I 'July 2009 Coastal I MAP DISCLAIMER Buildings $232,700 V. Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA vl.2.4748 [Production] • COJ✓ 4- 42 liN- y,e6.-•,_ r�•(--e i 1 ir J el C 4 OCC- (7✓ 1) 1 1 j � . Pr J e http://66.203.95.236/arcims/appgeoapp/map.aspx?propertylD=18... 9/27/2013 For your Home Page 1 of 2 • Request Information • Contact Us Full Swing Golf THE WORLD'S FINEST GOLF SIMULATORS For four Ilome - For Your Business - For Your('hibbonse - I'or I,nth'"& Crnining .. • Home • Products» • Technology • Video Gallery • News& Events • About Full Swing» • Service & Support • International February 14, 2012 Wrn r� ��,,, t u f',� s • �:Y. ,fie r+ .„„; 0 0 v •s L a j���li'/nrJ 1 pr ° ., t ". 1.0 '*b" ,,y 'iR wry" U W d'"N 3+m * zz '4+ka..`^, s L m� Ssss .7 IN Wr:rS}Y- ts' ,4 .,, Lai`*'' "*"ice i,, w,„1, a'�. r' :CZ y''' Y' '} t4'"^u. J" : :;: Ykw 1 4,4 2W. ''''. ' I , `l �l ) 0 ,I: #" Rk""' ': +�,, . i. - tl.. w 0 Ivt"c*$'z• > ,d,."� N fiY tgy.""'. .:.fitq�s M �Y w• ,. a P �--�r�' �� a1 .: 8a� .:_.. K. .,r, r,' t; � �',,,,,14,:,:.„,,,.,,,..,,,,,;:: r— am t T, ir►„ ,ems+ . -w a is`Ad, ip. " a' m i1 ) �h t t 9 I.,,, r ir ��i t5, .yb,k` a„t A rmf.�{ Mql7 k,Y `rr..vagw,, % '"w[rw&f`rW+ r " "110 !'e' + .."aL} ",,eLan ._ aa _ - w�+. 1 W cm Product • Champion Simulators • Sportsman Simulator • Swing Catalyst • Swinguru Pro • Courses& Games News & Video • Full Swing Golf News&Events 9/27/2013 http://www.fullswinggolf.com/for-your-home/ For your Home Page 2 of 2 • Watch Full Swing on YouTube • Follow Full Swing on Twitter • Friend Full Swing on Facebook • Sign up for the FSG Newsletter Company • About FSG • Contact • Company • Worldwide Distribution • Founder Community • Follow Online Tournaments • Join the Indoor Golf Club • Get in the Game • Play Online Now • Client Gallery • Member Login • Service& Support Featured Partners Cy— HANK N�NEY y`dyl0I1133det .i. c cclalysl +,Pc"A; ©2013 Full Swing Golf. All rights reserved. http://www.fullswinggolf.com/for-your-home/ 9/27/2013 High Definition Golf'. M - Golf Simulators, Virtual Golf, Indoor ... Page 1 of 1 Language • "The World's Most Amazing Golf Simulator" Home About Us Simulators Integrated Tools Customers Gallery Contact Us. ` ' x , A-,tW4 4q,Cp *, (.�,� u + nb ,-+ td A a -' /t ap r ems. o- 1) r ' pL, w. " d � .., �',.+ y� fry a 4r,,.1 g' ,M.r'S .,"' : � . �Iw !N iiN �" 1 m�`'S `b' " �k ,� i 4 {' 2' Y n 'HAM 4 , fC 1 9 4f .r gi ..,. ,a, ,p . ' is 74 �. sic- y:.ro i+ 5, ; � ....weWFx_»W1YiS uv� wn R} 1T :a ., ra «:yy.. a 'v,if . a,n .—tea .a , ro "7'n'+`yy;` V :. LM wW i""'` Md� d,k" ",i a wry �':' t+ ' Sv}' .a h.•,( .rp�h 7•:. i taw: M: p�'a ''Si:': i�'a, e ms► I " , " 1* ,,,,,,i, .,,A. i2l '°w ,-,4 ie Tt4ae h.{,,' x 8\.. (. j rr'� ' _ „a� ,,r. �iii3'r^ w *t�,Fy, ° ,,,t.._ r '-,.r...4 '_'' ; yA; � �e ;nb : a is-, "�t.' .^.ram nl,. r 1� l}9 '+°r • car your : ome riNAvour�R�aslness` I' F,or Golf Instruc Ion r�Club NEWS & EVENTS PRODUCT UPDATES INSTALLATIONS ` HD Golf at NASCAR HD Golf Launches Skills • Challenge Team owners, drivers and special guests in the VIP tent at Nascar 1 Golfers around the world will soon I Atlanta enjoyed playing and I be putting their swing to the test as I competing in a longest-drive High Definition Golf'"^ introduces tournament on an HD Golf i skills competition software to its golfs simulator this past weekend. ; simulators. "Most golfers have seen 03-09-2013 skills... http://hdgolf.com/ 9/27/2013 Town of Barnstable, MA l' �` g4\l 1 of 14 240-45. Off-street storage -of trailers. �`� �� / § [Amended 2-22-1996 by Order No. 95-1943A mobile home may be stored in a garage or other accessory building or on the rear half of a lot owned or occupied by the owner of the mobile home.The location of the mobile home hall comply with the yard requirements of the zoning district in which it is located. § 240-46. Home occupation. [Added 8-17-1995 by Order No. 95-195] A. Intent. It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single-family dwellings, subject to the provisions of this section, provided that the activity shall not be discernible from outside the dwelling;there shall be no increase in noise or odor; no visible alteration to the premises which would suggest anything other than a residential use; no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. B.After registration 'th the Building Commissioner,a customary horde—occupation-shall-all-be_ } lier permitted of right subject to the following conditions: i The activity is carried on by the permanent resident o single-family residential dwelling unit, located within that dwelling unit. I y��c),)" ,n5 J �6� (2) The activity is a type customarily carried on within a dwelling unit. IA, 6 ..e,.,,,r... . c. z � Such use is clearly incidental to and subordinate to the use of the premises for c a 6 residential purposes. (4) Such use occupies no more than 400 square feet of space.' (5) There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such_ e, i\f)t. JpIlp 6,, (6) The use is no obje tctionable or detrimental to the neighborhood and its residential char c No traffic will be generated in excess of normal residenti lumes. (8) The use does not involve the productio of offensive n ise ' ration,smoke,dust or. other particulate'matter,odors,electric • r ance, heat,glare, humidity or other objectio - effects. 9) T re is no st9.r-age or use of toxic or hazardous materials,or flammable or explosive material ' excess of normal household quantities. ( o) y need for parking generated by such use shall be met on the same lot containing the custom ome occupation,and not within the required front yard. (ii) T re is no exterior storage or display of materials or equipment. hftp://ecode360.com/print/BA2043?guid=6559511&children=true 9/23/2013 . Town of Barnstable, MA Page 12 of 14 (12) T re are no commercial vehicles related to the customary home occupation, other than one van or one pickup truck not to exceed one-ton capacity,and one trailer not to exceed 20 feet in length and not to exceed four tires, parked on the same lot containing the customary home occupation. ) No sign shall be displayed indicating the customary home occupation. . (4) If the customary home occupation is listed or advertised as a business,the street address shall not be included. (15) No person shall be employed in the customary home occupation who is not a permanent resident of the dwelling unit. (16) Customary home occupations shall not include such uses similar to,and including the following: (a) Barber-and beauty shops. (b) Commercial stables or kennels.Editor's Note:See Ch.376,Stables. (c) Real estate or insurance office. (d) The sale of retail or wholesale merchandise from the premises. (e) The sale of antique or secondhand goods. (f) Service or repair of vehicles,and gasoline or diesel powered machinery. (g) Contractors storage yards. (h) Veterinary services. (i) The manufacture of goods using heavy machinery. (j) Medical or dental practice. • (k) Fortune-telling or palm reading. ts- ( (a ;;fr �� C. Home occupation by special permit.A home occupation may be permitted in the 6 and fF Single-Family Zoning Districts, provided that a special permit is first obtained from the oning Board of Appeals subject to the provisions of§24o-125C herein,and subject to the specific standards for such conditional uses as required in this section: (1) All of the requirements of Subsection B(0)through (72) above. �(2) There is no more than one nonilluminated wall sign not exceeding two square feet in Varea, listing only the occupants'name and occupation. (3) Not more than one nonresident of the household is employed. hap://ecode360.com/printBA2043?guid=6559511&children=true 9/23/2013 ,, , Town of Barnstable, MA Page 13 of 14 •k4) Home occupations shall not include the uses listed in Subsection B(16) above. ( e Zoning Board of Appeals may permit the home occupation to be located within an !/ accessory structure located on the same lot as the single-family residential dwelling u . 3 Vc ) Approval of site plan review is obtained. (7) The special permit shall be issued to the applicant only at his or her residence,and shall () not be transferable to another person,or to another location. § 240-47. Shared elderly housing. [Added 4-27-2000]The Zoning Board of Appeals may grant special permits to allow for the use of structures as shared housing to provide care and shelter for persons with special needs due to age or disability. Said special permits shall be issued only with respect to owner- occupied single-family residences to be occupied by not more than six persons not less than 65 years of age or in approved instances persons of lesser age in need of special care, in addition to the family residents in the dwelling,and shall be conditioned upon the maintenance of proper licensed status as a shared residence under the laws of the commonwealth,and upon such other requirements as the Zoning Board of Appeals deems appropriate with respect to safety, parking, screening and other amenities designed to mitigate the impact of the use upon the neighborhood,and may be conditioned as to time and ownership in the discretion of the Board. § 240-47.1. Family apartments. [Added 11-18-2004 by Order No. 2005-026;amended 10-7-2010 by Order No. 2011- oio]The intent of this section is to allow within all residential zoning districts one temporary family apartment unit occupied only by the property owner or a member(s) of the property owner's family as accessory to an owner-occupied single-family residence.A family apartment may be permitted, provided there is compliance with all conditions and procedural requirements herein. A. Conditions.A family apartment shall comply with and be maintained in full compliance with all of the following conditions: (1) The apartment unit shall not exceed 800 square feet or 5o%of the square footage of the existing single-family dwelling,whichever is less. The Zoning Board of Appeals may allow up to 1,200 square feet by a special permit finding. In any case,the apartment shall be limited to no more than two bedrooms; (2) Occupancy of the apartment shall not exceed two family members; (3) The apartment shall be located within a single-family dwelling or connected to the single-family dwelling in such a manner as to allow for internal access between the units. The apartment must comply with all current setback requirements for the zoning district in which it is located. http://ecode360.com/print/BA2043?guid=6559511&children=true 9/23/2013 Town of Barnstable, MA Page 14 of 14 (4) At no time shall the single-family dwelling or the family apartment be sublet or subleased by either the owner or family member(s).The single-family dwelling and family apartment shall only be occupied by those persons listed on the recorded affidavit. (5) When the family apartment is vacated, or upon noncompliance with any condition or representation made including but not limited to occupancy or ownership,the use as an apartment shal' be terminated.A building permit must be applied for to remove all cabinets, countertops, kitchen sinks and appliances from the family apartment,and the water and gas service utilities must be capped and placed behind a finished wall surface. B. Procedural requirements. Prior to the creation of a family apartment,the owner of the property shall make application for a building permit with the Building Commissioner providing any and all information deemed necessary to assure compliance with this section including, but not limited to,scaled plans of any proposed remodeling or addition to accommodate the apartment,signed and recorded affidavits reciting the names and family relationship among the parties,and a signed family apartment accessory use restriction document. (1) Certificate of occupancy. Prior to occupancy of the family apartment,a certificate of occupancy shall be obtained from the Building Commissioner. No certificate of occupancy shall be issued until the Building Commissioner has made a final inspection of the apartment unit and the single-family dwelling for compliance and a copy of the family apartment accessory use restriction document recorded at the Barnstable Registry of Deeds is submitted to the Building Division. (2) Annual affidavit.Annually thereafter,a family apartment affidavit, reciting the names and family relationship among the parties and attesting that the property is the year- round primary residence of the property owner and family member(s),shall be signed and submitted to the Building Division. http://ecode360.com/printBA2043?guid=6559511&children=true 9/23/2013 r tr. . AZAL-0— ~ �� Assessor's map and lot number 37. .,3.? - 6�' s - 7G "�" • SEPTIC SYSTEM MUST:BE ge Permit number ��• INSTALLED IN COMPLIANCE .. ... WITH 'ARTICLE 11 STAI E 4 /Q SANITARY CODE: NO TOWN °F THE T°�ea, r TOWN. O l�: r]l R�# a ) IQX i Ot / i 8911219TAIILE, i ~ 761967, .0 BUMMING , DKSPECT ''�p tlF�pr •- t 1 1, APPLICATION FOR PERMIT TO ' TYPE OF CONSTRUCTION ..... .... a �,D 19.. 6 . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the followin information: /,, . Location ��`�// G�j t_1di � ��` 0 • Proposed Use / Zoning District r 7 g //��e ffjj�� Fire District ' Name of Owner ...f .. .. ` *'1s7} ` Address t' �`d -' legi.....e.u. Name of Builder C y-� t -'' Address ./1/ SP - IV ru--••• Name of Architect Address vv` 414-' °- F^ Number of Rooms 44 Foundation /'22 ✓L•_- Exterior (4404-4-i t i�/�v� Roofing Floors 11 ^"i 41"raid elfitel Interior Heating (441 4 M lih Plumbing i (71 ) Fireplace ,�G ) (7'-`'1^" Approximate Cost . T 4 Definitive Plan Approved by Planning Board 19 / Area "'"'�- of Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH . o(' . Vs .,)% lid. it. 4 st-e • - . , . , - . . . _ . . . . . . . • I hereby agree to conform to all the Rules and Regulations of the T wn of.Barnstable regarding the above • construction. Name . ' • " ' (1 o� Oillon, Daniel add to single No Permit for family dwelling ux1171 Main Street • • ypeZ>Barnstable Owner Type of Construction ffame Plot " Lot Permit Granted October 12 19 76 • Date of Inspection 1 /tfbi 49/r.r 19 Date Completed ./. 7 19 PERMIT REFUSED 19 . • . . Approved • 19