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PAVING OR 2" 6" 6" 2" FREIHEIT <br /> GRADE PER <br /> CIVIL CONCRETE ARCHITECTURE <br /> SLAB PER <br /> PLAN 0' 0" <br /> - •8 <br /> I F 8 • � o co <br /> o4F"f�O I N <br /> 2-#4 171 , <br /> COLUMNPER PLAN w/8-PAB6H <br /> (EMBED 18") <br /> FRAMING <br /> PER ARCH <br /> PAVING OR CONCRETE SLAB <br /> SECTION A— .� GRADE PER PER PLAN <br /> CIVIL <br /> SCALE: 3/4" 1'-0" 1" LEVELING <br /> GROUT 0'-0" <br /> HOLDDOWN SCHEDULE <br /> ©2022 <br /> ts reserved No part o/t s doc h umentmey be <br /> MARK HOLDDOWN ANCHOR EMBED Allngh• 'u R "` II • epmd.«,,,nyr°gym°rby,,y,,,nswith°,t <br /> a I O Z n N K w perm ss on n wdb,g hum Shutler Consult ng Engineers,Inc. <br /> II II' II w U <br /> HOT HDU4 PABSH 12" ° m�i" lis �:a ^m a� <br /> °«I •Ir< w z� �-� SHUTLER <br /> �_�_�_ CONSULTING <br /> H02 HDU 11 PAB1 1 H 15" "'� �� __� ENGINEERS Inc. <br /> °• •. •• <br /> 12503 Bel-Red Road,Suite l00 <br /> HD3 HSS5x5xY4 2—PAB6H 181, Bellevue,Washington 98005 <br /> #6 @ 12"o.c. E W (425)4504075 FAX:(425)450-4076 <br /> TOP AND BOTTOM <br /> SIZE AND REINFORCING <br /> PER FOOTING SCHEDULE <br /> FOOTING SCHEDULE r� <br /> MARK SIZE REINFORCEMENT SECTION B-1 .2 p w <br /> SCALE: 3/4"=l'-O" Z Q <br /> F3.0 3'-O%3'-0"x1'-O" 3-#5 E.W., BOTTOM `T) O <br /> F6.0 6'-0"x6'-0"x2'-0" 6-#6 BOTTOM P AND T w <br /> 5-#6 L.W., TOP & BOTTOM Z � O <br /> FA 5'-6"x23'-0"x2'-0" #4 S.W., TOP & BOTTOM O Z N <br /> LU � <br /> FB 5'-6"xl8'-C"x2'-0" 5-#6 L.W., TOP & BOTTOM <br /> #4 S.W., TOP & BOTTOM Z O Q <br /> FC 5'-6"x18'-0"x2'-0" 5-#6 L.W., TOP & BOTTOM 2 On/ <br /> O LL <br /> #4 S.W., TOP & BOTTOM LLI <br /> NOTE: SOME FOOTINGS IN SCHEDULE MAY NOT BE USED. LLI W <br /> w O 0w <br /> = C, <br /> S.W. (TRANSVERSE) J �/J'^ II W <br /> TOP REINF. IS 2" CLEAR <br /> L.W. (LONGITUDINAL) BOTTOM REINF. IS 3" CLEAR <br /> E.W. (EACH WAY) TIE TRANSVERSE REINF. <br /> TO TOP OF BOTTOM REINF. <br /> & BOTTOM TO TOP REINF. <br /> TYPICAL <br /> REINFORCEMENT PLACEMENT <br /> SHEAR WALL SCHEDULE PERRARCH. 4�EAp ssiigned by John <br /> MARK SHEATHING EDGE NAILING SILL R 6" C.I.P. WALL o Hof usN,`>Z Headland <br /> BLKG ATTACHMENT Date: <br /> 1s A LOCATION <br /> SPHALT TTEPAVING PER OR TFOUNDATION �Oe "" 40`� 2022.09.09 <br /> O1 STRUCTURAL I 2x 10d ®6"o.a 2x PLATE w/ "0 ,1- - PER ARCH. Y2"6x3'-O" SMOOTH PLAN FSS, �LM�r <br /> ONE SIDE SCREW ANCHOR ®48"o.a. I <br /> DOWEL 0 24"o.c., N.1t <br /> dJ o 1Z CUT BOTH ENDS -07'00' <br /> o�'3 WITHOUT FLARE & CONCRETE <br /> 3 GREASE ONE END O2 STRUCTURAL 2x 10d ®4"o.a 2x PLATE w/%"O #512 o c 1Y„_ITI—� I_ o o SLAB PER <br /> ONE SIDE SCREW ANCHOR ®32"o.c. <br /> CLR. x PLAN <br /> I%2„ #4 HORIZ. ° <br /> O3 STRUCTURAL 2x 10d ®3"o.a 2x PLATE w/ "0 16o.c. 1'-6" FREE- - ° - REVISION LIST <br /> ONE SIDE SCREW ANCHOR ®24"o.c. - DRAINING <br /> _ ra_ 76%DD SET 2-28-2022 <br /> IS/2„ a @ 48'o.c. BACKFILL PER ISOILOS RAIN 4APG0 R BARRIER o4 6x6-W1.4/W1.4 <br /> /3 0 2'0 WEEP HOLE 4 <br /> NG <br /> a ���-�I—��. W.W.F. STOP W.W.F. PERMIT SET 3-31-2022 <br /> 3x PLATE 0 CONTINUAT JOINT BLDG.REVISION 0 0-14-2022 <br /> ® STRUCTURAL 3x 10d ®4"o.c. w/ <br /> BOTH SIDES SCREW ANCHOR ®24 °oi- C 0 N STR U CTI 0 N JOINT (C.J. <br /> CONCRETE OR ENGINEER <br /> ASPHALT PAVING <br /> PER ARCH. <br /> g• o o JOINT LOCATION <br /> o O p PER FOUNDATION <br /> _, PLAN <br /> SHEAR WALL SCHEDULE NOTES: a o 1"xYe" <br /> - 1) NAILING APPLIES TO ALL PLYWOOD EDGES & ALL HOLDOWN FRAMING SAWN JOINT CONCRETE <br /> MEMBERS. SPACE NAILS @ 12"o.c., ALONG INTERMEDIATE FRAMING _I 3 SLAB PER <br /> MEMBERS. o o O PLAN <br /> 2) NAILS TO BE 10d COMMON (0.148"Ox2" MIN. LENGTH). <br /> 3) EMBED SCREW ANCHORS 5". (SPECIAL INSPECTION REQUIRED). 0 ITI ,II#4 18"o.c. 0 44` <br /> 4) FOR MARK®PANEL JOINTS ON EITHER SIDE SHALL BE OFFSET SO <br /> 6-#4 CONT. <br /> VAPOR BARRIER 1�,111 III IIT <br /> AS TO FALL ON DIFFERENT FRAMING MEMBERS. 1Yi'x3Y2" KEY 4" GRAVEL BASE <br /> 5) NO PLYWOOD JOINT PERMITTED AT TOP OF WALL. NOTE: CONTROL JOINT (S.J.) <br /> MAY BE USED IN PLACE OF M <br /> n 4'-6" CONSTRUCTION JOINT (C.J.). N <br /> o FOUNDATION SECTIONS <br /> SITE RETAINING WALL CONTROL JOINT (S.J.) o s SCALE: 3/,'=1,-O" <br /> C V_ . <br /> Y 3 OF 7 <br /> Xy <br /> x3 <br />