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Specifications el\ 7,bk - ct s1/44; akp-- Sheet 1 Butler Job No. 156-0911-10 Project Murdock Alder Plan Date 4/8/13 Consultin , Inc. Client Sage Built Homes Subject Foundations By MEB Rev Description By Date A Patio Cover, Header MEB 5/19/16 SUPPLEMENTAL STRUCTURAL CALCULATIONS Murdock Parcel 1rVdoc 23 VA SW Murdock Street NIA Ro Washington County, Oregon C�^(v C)�-r1 v for Sage �v��o���►o� Sage Built Homes, LLC BCI Job No. 156-0911-10 S�RUCTUR�L #5p PROFESS 49 14855 fit 2041A-- OREGON 9 /o� 1 4, �� 6� EXPIRES 12-31-2017 May 19, 2016 These Supplemental Structural Calculations are submitted in response to some field revisions made to the approved plans. The patio cover was switched from the east to the west side of the rear nook due to fit better with the site grade. Relocating the patio cover will have no appreciable impact on the lateral loading on the structure. In addition the garage door header was switched to a 4x10 instead of the 4x12 called out on the plans. Contents: Configuration Sheet 2 Roof Framing Sheet 3 Footings Sheet 9 i Sheet 2 Butler Job No.156-0911-10 Project Murdock Alder Plan Date 3/09/16 Consulting, Inc. Client Sage Built Homes, LLC Subject Configuration By MEB Rev Description By Date A Move patio cover MEB 5/19/16 T T © ® 4 2 ? .. „ , , , „ , „ _ A _. _. _.__.._.1 _ _ _ I ILl � I O 1 III I tit I I I 1 1 I I I I 1 11 I I - � II - - I I I I I I I I I M I 61 6 + $II I 1 I I 1 I 1 1 1 1 I 1 1 1 1 1 1 1 I I I I 111 1 I - - il 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - - x 1 1 1 1 1 I, 1 1 1 L,_+_i—i_1j1 1 1 1 —___ I 11 1 1 1 1 1 1 1 ! <iii— —i,1 1 --_ 1 - 11 I- - - - _ 11 1 —I I 't 1 1 1 1 1 1 1 1 j — � -- - -- - ~ - - 1 1 ! I 1 1 1 1 1 1 I I I = _ - - - = --y--- - - - -- - II - - • 1i -_-_-- - - - I I � 1 1 II' I I I I - Ir - - - - 1 1 1 1 1 1 I 1' I"I�" 1 1 ; j - -1 - - - - • s - 3 _ _ — —L k;., _ _ i. i_ li, __ . _IA I 1, , ; _ 4 r ' 1 i----7.—,,-- ---'---if I A 0 ---4A --tet- -- -- -(-"N--- -- -- 41 -- 1 -- L- - -- 1--- F. �+ F.L Li 1 L J � _J • -"€::.:::1:.:,:.:.:.].:.].:..]::1:::1:::1:!..]!..:!..!!!!..:.!..:*!..i!..:*!..]!..ii•.!.:.iiii..ii..:.i...:.ilii....:1.ii.:ii.:::::.:::::.i.i.i..:.i.::.:]:::1::::iiii-:::::::..:::.:::::::::1 II III- =iiy-I 1 .— — I.JiL - -�=1III III. J 1 -- 111111 L, 5 J 5J Sheet 3 Butler Job No. 156-091 1-10 Project Murdock Alder Plan Date 3/9/16 Consulting, Inc. Client Sage Built Homes Subject Roof Framing By MEB Rev Description By Date Roof Framing A Patio Cover, Hdr MEB 5/19/16 Use Premanufactured Roof Trusses See engineering by truss manufacturer Girder Truss Reactions Truss GT1 GT2 Span 9.92 ft 16.67 ft Roof Trib1 22.33 ft 22.33 ft Reaction 4,650 lb 7,817 lb Beam HDR1 HDR2 Span (ft) 6.50 6.50 ft Roof Trib (ft) 2.00 23.33 ft Wall Trib (ft) 2.33 2.33 ft Unit Load (plf) 112 1,008 plf Trial Section 4x8 DF#2 4x12 DF#2 = 3w 2 2 D) (psi) 17.5 88.8 psi OK wL2/8 fb = S (psi) 231 865 X 4 Ax = 384 El (in) 0.025 = U1,902 0.061 = U1,393 Use 4x8 DF#2 Use 4x12 DF#2 RB1 w� = (12+25) x7'2/2 = 151 plf w2 = (12+25) x 1' = 37 plf w, w2 Trial Section 6x10 DF#2 I111111IIlI1111111IIIl1C11TTr VMaX = 1411 lb 19'-2" f„ = 40.5 psi OK 1,411 lb 1,141 lb MMaX= 6,592 ft-lb fb = 956.2 psi OK AX = 0.854 in = L/269 OK Use 6x10 DF#2 3rd Garage Door Header w, = (17+25) x 5.67' + 12 psf x 2' = 263 plf wi wz w2 = (17+25) x 1.75 + 12 psf x 2' = 98 plf Trial Section 4x10 DF#2 VMaX = 884 lb 884 lb 650 lb fv = 41.0 psi OK MMaX= 2,662 ft-lb fb = 640.0 psi OK Ax = 0.0937 in = L/1,089 OK Use 4x10 DF#2 Sheet 9 Butler Job No. 156-0911-10 Project Murdock Alder Plan Date 3/9/16 Consultin , Inc. Client Sage Built Homes Subject Foundation By MEB Rev Description By Date Foundations (Cont.) A Patio Cover, Hdr MEB 5/19/16 Footing Component Trib Unit Ld Total AReq,d Ftg Dimension Reinforcing (ft) (psf) (Ib) F15 _BM17 6,040 4.03 2'-3" x 2'-3" x 8" (2) #4 ea way F16 BM17 8,184 5.46 2'-6" x 2'-6" x 12" (2) #4 ea way F17 BM5 9.25 281 2,598 BM17 2,783 F2 1.50 1,101 1,652 F3 1.50 620 929 Total 7,962 5.31 2'-6" x 2'-6" x 12" (2) #4 ea way F18 BM15 10,018 F6 1.50 631 947 F9 1.50 782 1,173 Total 12,138 8.09 3'-0" x 3'-0" x 12" (3) #4 ea way F19 GT1 4,650 BM10 5,712 BM12 2,834 BM15 10,404 F8 1.50 386 579 Total 24,180 16.12 4'-4" x 4'-4" x 12" (4) #4 ea way F20 BM16 7,993 BM10 10,483 BM14 2,458 F7 2.17 1,010 2,192 Total 23,126 15.42 _ 4'-0" x 4'-0"x 12" (4) #4 ea way F21 GT2 7,817 Fl 1.50 1,010 1,515 F2 1.50 1,101 1,652 Total 10,984 7.32 3'-0" x 3'-0" x 12" (3) #4 ea way _ F22 BM13 3,080 Pier 4.00 156 624 Total 3,704 2.47 24" x 24" x 12" (2) #4ea way F23 BM13 2,206 BM14 1,409 Pier 4.00 156 624 Total 4,239 2.83 24" x 24" x 12" (2) #4ea way F24 BM13 597 Pier 4.00 156 624 Total 1,221 _ 0.81 24" x 24"x 12" (2) #4ea way F25 RB1 1,141 0.76 16" 4)x 12" deep None