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i-1 U <br /> z <br /> UNIT 21 c=il UNIT 20 UNIT 19 UNIT 18 �+ <br /> �I <br /> 1'-BYz" ( 1'•8Yz' 1'-eYi' 1'-BYd' 1'•BYz" 1'-0Yz' <br /> —18'-3" 18'-3" 18'•3" 18'-3" 1'-8" <br /> 3 41SOS - 4/S08 3 4/S06 4/S06 3 4/S06 - 4/SO6 3 41S08 <br /> 807 g PER g S07 g PER g S07 g PER g S07 8 PER BTL <br /> 4Ig5�0�8, 4IS08, 4lSO8, <br /> -- --------- <br /> — —T— -- ........ . . <br /> ---- --------- SIM— ------- <br /> -- ---- — <br /> --- ---_'— " ---------.--.— —————— r-------------- "---•--- J — •.,...,,«« ..we,.r,,, <br /> EXTEND CONIC.— :. "SW' EXTENDCONC. SW — " EXTEND CONIC.' SW = ', T SW <br /> WALLTHRU WALL THRU WALLTHRU I K � T.v^ <br /> DEMISING SPACE . DEMISING SPACE DEMISING SPACE <br /> m ,w <br /> HOLa. <br /> • 0-'WALL- D DOWN SCHEDULE <br /> /.i 8"WALL 8'WALL <br /> I- PLAN SIMPSON DETAIL my <br /> • , " W u? m ,o W W ' CALLOUT HOLDOWN IM BOLT TYPHO REFERENCE/TES R.w.me scneecem <br /> ' L a a a •• ° "• 70 TYPENOTES <br /> a DESCRIPTION T,am <br /> I NO <br /> S R <br /> S 7 CS15x4V' PERMIT BET <br /> a -- U.O.N..I ': I I• I I I I � O STRAP lasoe u o N <br /> mmsrrt sar�aou <br /> aEws ons ttroaoz7 <br /> A&ON-ON SLAB-ON-GRADE SLAB-ON-GRADE SLAB-ON-GRADE a N (2)CS18x48" <br /> iR PLAN NOTE 1 4 PER PLAN NOTE 1 4 PER PLAN NOTE 1 4 PER PLAN NOTE 1 O STRAPS - 14I508 U.O.N. <br /> ELEV.VARIES) S07 (ELEV.VARIES) S07 (ELEV.VARIES) ^ S07 (ELEV.VARIES) 'phI' <br /> O (3)CS18x4v' <br /> 3 STRAP - 141SOB U.O.N. <br /> L <br /> a ., I • � I I I I � O NOT USED <br /> - BEAM TO POST <br /> 3'-10YYi' L, 3-10Y2' 15'-5Yz' 3'-10Yz" STHD14 17/SO7 U O N O <br /> VERTICAL <br /> 8 `s - 8 6 8 :r I Z <br /> :-- � „ r• .-- --- — -- -- — tr—� --- --- ——— --- SB°/a"x24 iBIS07 U.O.N. <br /> Q <br /> Q <br /> .... .. ... = O HDUBSD32 5 Q <br /> � � b br. r x <br /> x <br /> o - -- b ------ o <br /> I. I <br /> I b <br /> S07 _ 13 — —— <br /> ,. .�<. S07 SO <br /> 13 <br /> S070TE 1 I PER PLAN NOTE 1 PER PLAN NOTE 1 :-I --- /- - PER PLAN <br /> LADE ^� 14 - SLA&ON-GRADE 1—-- SLABAN-GRADE 14 I, I - 14 SLA"N-GRADE - I <br /> S07 S07 < \ S07 S07 TE 1 ` <br /> — <br /> NO <br /> O <br /> � I I—_ I _ a ; I g x <br /> so7 ?v N 14 <br /> 11.1Y4', " -2Yi \ 4'-OY4' -, 4'-OY4' 4'-2Yz" 11'-Os/4" <br /> I <br /> q_pz / 4 0',a: •�" � 4'-O)y" / 4'-2Yz' 11'-1Y4' , <br /> < <br /> I—- -— -— —1 � .. <br /> r C <br /> TO 7O TO — '-1 (--- -— 1 .'TO C 0 d <br /> i t s sal so7 so57 so7 t 3 <br /> a a <br /> 8 8 8 <br /> POST POST - POST pl <br /> - — — � -- — -----I <br /> 7 — I <br /> r EM ALL - • _ STEMWALL , —— 1 C <br /> .:• W AND FOOTING 14 7 7 AND FOOTING <br /> — " PER 1/S07 L — —— -—— TO TO — — PER i/S07 •L — —— —r TO > <br /> POST POST (' - - : _ - POST FOUNDATION PLAN NOTES: w <br /> rrrCCC <br /> .._. _ J <br /> ——___ ————_—— — — —————— 1. e-an gre e a e e 4 thick,u.o.n. le s e pouro over vapor a er p ace over re n ng grenu ar per -0 (/) <br /> SLAB-ON-GRADE SLAB-ON-GRADE ONC.STAIR CONIC.STAIR f `� CONIC.STAIR Geatechn wl Report One or more of the following should be considered(but are not requirod)to control slab cracking: <br /> J— SLAB-ON-GRADE SLAB-ON-GRADE LLI <br /> PORCH PORCH PER 19/S07 PER 19/S07 PER 19/S07 <br /> PORCH PORCH Fibrous atlmlx1ure <br /> STEP TOP OF STEP TOP OF STEP TOP OF 64 Wi 4xW1 4 WWM at canter V) <br /> CONC.STAIR STEMWALL TO STEMWALL TO STEMWALL TO Control joints L <br /> PER 19119O7 FOLLOW STAIRS FOLLOW STAIRS FOLLOW STAIRS Q <br /> PER ARCH'L PER ARCH'L PER ARCH'L See Architectural Drawings for slab depression and slope requirements <br /> 2. Provide Construction/Control Joint in Slab per Architectural Drawings.Areas shall be approximamly square and 400-sf or lase. <br /> Cz <br /> 3. Bottom of Footings shall be won competent,properly compacted Bearing Soil below Frost Depth. <br /> 5. Anchor Bolts for Exterior Stud Wells shall be in accordance with P1-6 of the Shear Well Schedule of 1/SO6,u.o.n. <br /> LEGEND �jSAGC hOMPS <br /> DETAIL CALL-OUT 1Saga Hams.Northeast <br /> 950519th Ave BE <br /> Sul <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 E—ft,WA198208 <br /> .aagehamesnw.com <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> FOUNDATION WALL AND FOOTING JOB NO.: <br /> T-11" T-11" 11'-5" 11'•5" 7'-11" 7•11" 11'4Yz" ————J 22-447-02 <br /> ( 0 BEARING OR SHEAR WALL ABOVE <br /> PLOT DATE <br /> 7� <br /> =I O FOOTING CALL-OUT SEE 2/S07 09102/2022 <br /> SW STEP STEM WALL DATE: 09/02/2022 <br /> t SCALE: Y4'=1'-0" <br /> DRAWN: BDS <br /> HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br /> CHCKD: RMH <br /> SHEET NO.: <br /> 1/4'=I-0 g Ib S02b <br />