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FOSSATTI PAWLAK <br /> CL COL mi. STRUCTURAL ENGINEERS <br /> 1735 Westlake Ave N,Ste 205 <br /> Ya , Seattle,WA 98109 <br /> I 2" y" Phone:206.456.3071 <br /> 6.456.30 <br /> I TYP Fwww.fossati com <br /> ^� _ EDGE OF CONCRETE PIT <br /> L COL <br /> BASE PL 34" TYP PL 3/8"x8"xl'-6" W/ _ inrnnnn�s <br /> W/ (2) 34"0 A-BOLTS, (6) %`"0 HEADED STUDS + + + tiy� P P�"��, <br /> 4" EMBED W/ MIN 4" EMBED; cc'T,`F,�F waSNI'6. K."*r <br /> PLATE DIMENSIONS MAY + + + £H ,P o - ,;, <br /> HSS COL PER ELEVATOR MFR • 4-- <br /> VARY <br /> cC Nam, fig, ■�� <br /> TYP *�T�(L 2302 49 4 <br /> 4/RA L ;1 <br /> I A, <br /> 3/4" GROUT, CONC PT SLAB r� � �s <br /> MA <br /> 1111 NOTE: <br /> PROJECT <br /> 1. VERIFY PL W/ ELEVATOR MFR. <br /> CCS <br /> C6 > <br /> . 10 7 TYP HSS COLUMN BASE PL 1"=1'-0" 4 TYP ELEVATOR EMBED 1"=1'-0" 1 0 }; <br /> J, <br /> • • co a6 <br /> 2`-0" z a) <br /> #4 ® 15"oc O w <br /> TYP ALL SIDES N <br /> ' o ° 0 0 0 • 0 0 0 0 boo 1 <br /> 7 D / 2x "H" / oo Roo Oo0 O oo no0 O O 00 00 0° °° CQ�°° °o <br /> 00. <br /> CONCRETE WALL 1°°I 111-111=°11E 000 / 11I 111-1I-01°l IE <br /> -11 I-111-11 I-11' =11 I-11 I-111-11' <br /> CL COL HSS COL PER PLAN STAIR SHAPE H x#4 @ 16""oc HORIZ, x <br /> PER ARCH TYP • <br /> ' <br /> ADD (1) #5 #5 ® 12"`oc / "' <br /> ELEVATOR PIT PREVISIONS <br /> y / �, 2x TREADS [WALLONAL INVERT, TYP VERIFY SIZE & DEPTH <br /> \ N. <br /> / 6 /"0 AB, o TYP W/ARCH DRAWINGS NO. DATE <br /> BASE PL 4" EMBED L3x3& x O'-6" W/ (2) Y2"`0 • <br /> 411 EXP ANCHORS (3" EMBED x \ IT III=II-ITT=-' <br /> MIN MIN) & (2) Y°0x1Y LAG �, x III-III- -11' ti" _ .` '. • oI <br /> 7/01/19 PERMIT REVISIONS <br /> BOLTS TO STRINGER NORMAL FOOTING <br /> °000•°0000 0�' o° #4 CONT x) _ NOTCHED 2x12 DF#2 STRINGERS REINFORCING, PER <br /> Ooo�Ooo�°O° °o PT CONC @ 12" oc W/ 2x6 DF#2 0 /� 9/17/19 PERMIT REVISIONS <br /> O 2" x PLANS AND SCHED <br /> i11111II111-111, ,III SLAB- lawn r + + REINFORCEMENT ATTACHED WI <br /> =III=III= 1= 01 `v `` <br /> (2) 10d NAILS AT 12" oc _111=111-111=11' IN I <br /> /\ A ADD BARS TO <br /> MATCH NORMAL (6) #5 CONT, <br /> ly" REINFORCING 4 N. <br /> / <br /> TYP \ /• • _ •1. T&B <br /> NOTE: LINE OF EXCAVATION J <br /> ilk 11=M= \ 111-11 I-1 I-1 1= 1— 11 I-11 I-111-11 h <br /> SEE 3/S3.4 & 4/S3.4 FOR INFO NOT CALLED OUT -111-III-III-I i' '�; - - - <br /> NORMAL FOOTING #4 ® 12""oc III-11I-111-1 -1 I I-I 11-111=1 i' <br /> REINFORCING, PER SUMP PER PLAN NOTE: <br /> PLANS AND SCHED W\ 6" CON WALL 4 CONSULT WITH ELEVATOR <br /> & (3) #411 EW MFR FOR MISC MATERIALS. <br /> NOTES: <br /> 1. SEE ARCH FOR LOCATION OF SUMP ON PLAN <br /> 2. COORDINATE LOCATION OF SUMP WI ELEVATOR MFR <br /> DETAIL 11 TYPICAL BASE OF STAIRS 8 TYPICAL STEPPED FOOTING 5 ELEVATOR PIT 1"=1'-o" 2 <br /> 5/28/19 19-042 <br /> DATE JOB# <br /> 34-" TCB FPP <br /> DESIGN CHECKED <br /> BDS AS NOTED <br /> SW CHORD 4. - -HDU/ROD c. SW CHORD Q DRAWN SCALE <br /> POST @ HOEDOWN <br /> SEE SCHED 1`-6"#4 I1,-0„ 18"oc <br /> PRE-ENGINEERED <br /> HOLDOWN PER SCHEDULE 0" MIN; SEE SECTION A-A SEE PLAN FOR <br /> SHEAR WALL ¢ > SEE PLANS FOR LOCATION EDGE CONDITION OTHERWISE (2) #4 <br /> SEE SHEAR WALL ¢ SLAB THICKNESS <br /> SCHED FOR ANCHOR AND REINF TYP CONT <br /> EXTERIOR GRADE <br /> BOLT REQUIREMENTS 4" <br /> 4" \ HOOK <br /> SILL PLATE 2 4 4" (2)#4/\ . TO BOT MAT OR 2 4 <br /> TIP# `�' ® 4 3 s 5 TYP FOR ALL BENT PROVIDE #4x4'-0" EW,#TYP x x x x <br /> 5 RODS, SEE SW SCHED CENTERED ON AB, TYP ° o° ° o° ° o' ° G SHEET TITLE <br /> uu <br /> 1Y" �' %C 000�000000° 2 L 6 <br /> I I 4 I • 4" <br /> i l l l IITI I I ITi I I I, 1 <br /> MAX _�x 115," MAX rill! X CONCRETE <br /> 1., o , R %X3"SQ +� EXT - ('I 1.' o PLASTIC VAPOR BARRIER & <br /> 1 HD'S, WELDED ES TO I <br /> 1 COMPACTED GRANULAR FILL SECTION <br /> �-. - PER PLAN <br /> • • • • \ BENT ANCHOR ROD 1 6y"` • it ` #4 ® 18°oc <br /> PT SLAB / / / '� PT SLAB PT SLAB / CHUBBY NUT FOOTING SIZE & REINF ALT HOOKS & DETAILS <br /> HOOK BOT MAT CHUBBY NUT <br /> (� INTERIOR HD'S PER PLAN <br /> H UL <br /> / <br /> @ INTERIOR HD'S, 4„ #5 ® 18"`oc, #5 ® 18 oc, <br /> TO OR #5 @ 18 oc, <br /> PL PER SW SCHED TYP BOT MAT (2)#4 TYP BOT MAT TYP BOT MAT SHEET NO. <br /> PROVIDE #4x4 AB, © EXT HD'S © 4„ SECTION A-A, EDGE CONDITION SECTION A-A, INTERIOR CONDITION <br /> CENTERED ON TYP <br /> NOTE: ALL SLAB REINF AND PT TENDONS NOT SHOWN FOR CLARITY S 3 . L' A' <br /> TYPICAL HOEDOWN ANCHORAGE INTO PT SLAB 1"=1'-0" 6 TYPICAL THICKENED SLAB EDGE 1"=1'-0" 3 <br />