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FREIHEIT <br /> ARCHITECTURE <br /> (E)%x 18 <br /> GLB <br /> (E)CONT. (E)5/gx18 <br /> GLB ©2022 <br /> All rights reserved.No part of this document may be <br /> repm I many tone or by any means,without <br /> ermissionmmo i pn wnfing from Shutter Consulting Engineers,Inc. <br /> �-� SHUTLER <br /> CONSULTING <br /> ENGINEERS Inc. <br /> 1 o (E)ROOF 12503 Bel-Red Road,Suite too <br /> A B C ~ K Bellevue,Washington 98005 <br /> Q (425)4504075 FAX:(425)450-4076 <br /> 10'-0" 10,_O•• <br /> 2'-10" w <br /> I <br /> 0 <br /> J <br /> (N)5Yex21 (E) (E) (E)5/exl2 (E)%x12 Q w <br /> CMSTC 16 GLB HDR HDR GLB GLB 7 Q <br /> <19,-1" TRAP 19'-1„> Z) 0 <br /> '�' FRAMING <br /> x } <br /> 1 FRAMING n a II � <br /> 4x12 w (E)2ND FLOOR o = W Q <br /> HEADER [17,_8„ III —_� �——JJ -------, w s >> cM <br /> o Z <br /> (N)5Yyx16Yz Z LLJ N <br /> STRAP <br /> H-5.0 <br /> <19'-1" CMSTC 16<19'-1" o -5.0 GLB E W12x30 �_____ (E)5/Bx15 (E)%x15 n (E)%x 15 _� O O � Q <br /> SHEAR WALL J GLB GLB GLB ——————— <br /> z 1T-O"] 412 I 0N <br /> q � <br /> 4x12 H <br /> HEADER ADER <br /> x m E ROOF w o °O (E)3)'axl 17A�s Ld_ [J,J � <br /> O J N PSL O <br /> o z -------T I ~® - W W <br /> 12'-0" 3'll4" 12'-0" W3'-" 12'-6" o w O Oi�j w <br /> aSHEAR WALL o 2,-6„ o' = O <br /> BELOW w <br /> w r '^ <br /> A-5.1 CMST14x34'-0" (E)HDR (E)5Yex12 (E)5Yex12 0 (N)SYex15 N w J vJ II W <br /> - - (E)CONT. 63/ax16Yz BOTH SIDES LOW v ——— LB r� GLB GLB <br /> GLE VERIFY D 5.0 <br /> C-5 ( )SYex1 2 GLB (N)% 162 LB B 5�0 (N) x16Yz GLB I(N)%16�GLB (E)HOR <br /> 19' 10"] ro (N) x16Yz GLB - - - - - - <br /> o x m E-5.0 21'-1"> - <br /> G-5.0 [19' 10" [19' 10„ [19' 10" [19'-10" 19_g] o <br /> (N)DOUBLE 26" TRUSS ® 48"o.c� 4' -10 1'- " <br /> 0 6'-2" 15'-4" 1 '-4" 14' 2" 11'-0" <br /> 'D (SLOPE TOP CHORD) - 0 2' 0" 2' 0" w <br /> x 0 <br /> � a s <br /> 3/a„ T&G 'x m 7F1, <br /> PLYWOODT& a= 1"> <br /> p LYW00 K-5.0 <br /> J2R <br /> %x 12GLBL-5. L 5 c, gaDynedl by John <br /> �"1Ik yesHeadland <br /> 51�J S EAR ALL LL' a U Date: <br /> B LOW m�n rvo <br /> 78 v � 2022.09.09 <br /> soxu cM° 10:55:13 <br /> 4 4x12 HDR 9' 0"] 9'-0"] 9'- "] 19'-0] z 9'-0"] '-0"] 9-O"] 9-0] [19' 0"n <19'-1" CMSTC16 -OT00� <br /> 5 M STRAP I SYex1 Yz GL ( )5¢x1 z GLB (N%06 GLB N)SYax 6Y GLB d 5.0 N)Yax16Y GLB N)SYe 16Y G B (N)Yax16Y GLB ( )S— jy2r A 5.0C I <br /> io 16'-11"> J-5.0 16'-11"> <br /> REVISION LIST <br /> - A—SHEAR WALL I <br /> 75%DD SET 2- 2022 <br /> BELOW PERMIT SET 3-31-31-2022 <br /> <21-1 21'-1"> SLDG.REVISION 0 9-14-2022 <br /> <19' 1" <br /> 2'-10" 10'-0" 5'-10" 10'-0" 2'-10" <br /> I I I I I I I I <br /> 31'-6" 15'-9" 15'-6" 15'-6" 15'-0" 15'-6" 15'-6" 12'-3" 15'-0" 17'-6" <br /> A C D E F © H I J K <br /> 4 PARTIAL LOW ROOF/2ND FLOOR FRAMING PLAN <br /> NOTES: 1) VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD. NOTIFY ARCHITECT AND ENGINEER OF DIFFERENCES. <br /> 2) ELEVATIONS SHOWN THUS: [_ '-_ "] INDICATE TOP OF FRAMING (BOTTOM OF SHEATHING) ABOVE REFERENCE DATUM. <br /> 14 <br /> 3) ELEVATIONS SHOWN THUS: <_ '-_ "> INDICATE TOP OF PARAPET ELEVATIONS ABOVE REFERENCE DATUM. <br /> 4) NAIL ROOF SHEATHING 10d COMMON (0.1480x24" MIN.) @ 6"o.c. SUPPORTED EDGES AND 6"o.c. M <br /> o EXISTING ROOF <br /> m FRAMING PLAN <br /> 0 <br /> SQL.1 5 OF <br /> Xy <br /> x3 <br />