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FREIHEIT <br /> ARCHITECTURE <br /> PER <br /> PLAN FACE OF <br /> STUD WALL SHEATHING & <br /> NAILING PER SHEAR <br /> WALL SCHEDULE STUD WALL <br /> STUD WALL PER PLAN(TYP) <br /> HSS COLUMN BALANCE PER PER PLAN ADDED STUD WALL SILL PLATE & <br /> GLAZING PER PLAN SECTION A-1.1 PER PLAN <br /> PER ARCH. SILL PLATE & ANCHOR PER SHEAR <br /> 2-#4 HORIZ. fl'jax5Y2x0'-11'• SHEATHING & WALL SCHEDULE <br /> CONCRETE w/2-%"0 EXP. NAILING PER SHEAR <br /> ANCHOR PER SHEAR <br /> PAVING E BOLTS EMBED 5'• WALL SCHEDULE WALL SCHEDULE PAVING OR CONCRETE <br /> GRADE PER SLAB PER SLAB PER <br /> PLAN 0'-0" CONCRETE GRADE PER PLAN <br /> CIVIL CONCRETE PAVING E CIVIL <br /> PAVING OR SLAB PER <br /> SLAB PER GRADE PER <br /> .- GRADE PER PLAN 0'-0' • <br /> CIVIL PLAN 0'-0' CIVIL °II °a 111 <br /> ° <br /> a 800 00 <br /> _ o4P 3�° ,it ° ;- a +: _ _ _ o•�43�P <br /> -III PER PLAN A +'�� 8 0 (PER PLAN) <br /> • i <br /> o '�� III Ir (PER PLAN) <br /> o Z - -III (PER PLAN) <br /> I w <br /> o a <br /> U N U I2 <br /> All rights reserved No n of this document me be <br /> 4- 6 CONT. U rePr°ss on wdbnfofrom Shutter Consult nstEnu` <br /> -III—'I F LIPER <br /> —�I I- �� ° Pa Y <br /> m 11 by any <br /> TOP & BOTTOM n perm n g g gne—,I no. <br /> T. <br /> ONT. <br /> OP@AND BOT.SW #4L 18"o.c. TOP &°BOTTOM PLAN #4#® 18No.c a ° -ITI—sir _—_ SHUTLER <br /> TOP & BOTTOM <br /> PER PLAN I� <br /> #6L 18"o.c.(TYP) L #4 C�➢ 18"o.c. CONSULTING <br /> SIZE & REINFORCING t a __� ENGINEERS Inc. <br /> PER FOOTING SCHEDULE <br /> 12503 Bel-Red Road,Suite 100 <br /> Bellevue,Washington 98005 <br /> (425)4504075 FAX:(425)450-4076 <br /> SECTION A-1 .1 SECTION B-1 .1 SECTION C-1 .1 SECTION D-1 .1 <br /> SCALE: 3/a"=1'-O" SCALE: /a"=1'-0" SCALE: 3/a"=1'-O" SCALE: 3/4"=1'-0" <br /> SHEATHING & Q J <br /> NAILING PER SHEAR Q W <br /> a_ WALL SCHEDULE— <br /> CHEDULE STUD WALL <br /> Z PER PLAN <br /> Z ID <br /> SILL PLATE & Z) O <br /> CONCRETE SLAB ANCHOR PER SHEAR >- C } <br /> PER PLAN WALL SCHEDULE T GIN Q <br /> p._0„ y C') <br /> a ED 00c)) <br /> GLAZING HSS COLUMN (PER PLANCOL) V J MN O Q <br /> PER ARCH. PER PLAN J PEERUPLAN Z O <br /> (N)CONC. (E)CONC. PLs/ax5Y2x0'-11" • u ' .° �� wo <br /> w/2-%"0 EXP. Z <br /> BOLTS(EMBED 5") p'_p ° w 2-s/a"0 EXP. <br /> SLAB SLAB �, N O > W <br /> / <br /> 0'-0" f I 0'-0" - a, BOLTS EMBED 5") p'_p" OCD <br /> w <br /> Uj <br /> _ l W = <br /> -Io o <br /> U og 8; <br /> 0�4�0 6" 18"o.c., s ° a•.° • ° • a•.•° -Ti—il- 4�0° oGP"�, J �/J I� LLI <br /> DEPTH PER • DEPTH PER <br /> FTG. SCHEDULE <br /> EPDXY 4" INTO E SLAB - -III - 4I® 12"o.c. - <br /> O •ITI—'u- ¢ d # L FTG. SCHEDULE <br /> PER PLAN m SIZE & REINFORCEMENT SIZE & REINFORCING <br /> 2-#5 CONT. PER FTG. SCHEDULE PER FOOTING SCHEDULE SIZE & REINFORCEMENT <br /> TOP & BOTTOM PER FTG. SCHEDULE <br /> SECTION E-1 .1 SECTION E-1 .1 SECTION G-1 .1 SECTION H-1 .1 SECTION J-1 .1 <br /> SCALE: 3/a"=1'-0" SCALE: %a"=1'-0" SCALE: 3/a"=1'-O" SCALE: 3/4"=1'-0" <br /> SCALE: <br /> PER PER <br /> PLAN PLAN PER PER HOLDDOWN <br /> PLAN PLAN 4x6 PER PLAN Digitally <br /> STUD WALL SHEATHING SHEATHING a i•�s,°,oZ signed by John <br /> PER PLAN PER PLAN STUD WALL PER PLAN o�t� s2 Headland <br /> PER PLAN <br /> COLUMN SHEATHING & COLUMN HOLDDOWN 2022.09.09 <br /> PER PLAN E SLAB WALL / SILL PLATE & ". s r k Q <br /> ( ) NAILING PER SHEAR PER PLAN ANCHOR PER SHEAR <br /> BEYOND WALL SCHEDULE (E)SLAB WALL SHEATHING & WALL SCHEDULE JAPxa++cM� 10:56:34 <br /> BEYOND NAILING PER SHEAR <br /> T%x5Y,xO1-11" CONCRETE WALL SCHEDULE #4L <br /> 0' 0" 18"o.c. -07'00' <br /> BOLT 4"0 EXP. SLAB rL'3/,.%Y O'-„" <br /> CONCRETE w/2-PAB6H PAVING OR 4-#6 CONT. <br /> SLAB CIVIL TOP & BOTTOM <br /> - REVISION LIST <br /> 0 0 <br /> (PER PLAN) <br /> U °�tf4¢o °• ITI—'Ti- a • '� �I d • • - — — ri •ii�., ^•` • w I 80o gw• a g 75%DO SET 2-28.2022 <br /> o ° •o -IT—� I- II ° n. a o-m _ — — �'� ° �'o Iii ° o PERMIT SET 3-31-2022 <br /> 1� m a -ITi—ITI- (PER PLAN) BLDG.REVISION 0, 9-M-2022 <br /> a -Ti—Tr o� a u °ii wco° x� •. 11 w <br /> #40,_6„ <br /> 18"o.c. EPDXY 4" iu> o�_ • v u - rl N <br /> INTO (E)CONCRETE n • �'U - U tO Y <br /> (E)STUD WALL • • • "> <br /> AND FTG a° (E)STUD WALL _I 1I ° • ,i • �- <br /> AND FTG <br /> °• •..m •. °•°.° -III—iT1_ <br /> ANCHOR PER <br /> 71 #4 ® 18"0 <br /> .c., S.W. SCHEDULE <br /> TOP AND BOTTOM <br /> #4x1'-6" C➢ <br /> 8"o. EPDXY <br /> 4" SECTION M-1 .1 3— SECTION P-1 .1 <br /> SECTIONK-1 .1 INTO (E)CONCRETE — <br /> SCALE: /a,-1 0' SECTION L 1 1 SCALE: 3/a••=,•_D" SCALE: 3,a••=,•_°•• <br /> SECTION N-1 .1 <br /> SCALE: 3/a"=1'_p" SCALE: 3/4­1'-O" <br /> m <br /> o FOUNDATION SECTIONS <br /> z <br /> m <br /> O <br /> 5 <br /> S-1 .1 <br /> 2 OF7 <br /> x3 <br />