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PROVIDE BLKG AT FLOOR -TJI JOIST SEE HLDN ENGR SYSTEM FOR REQ'D t, <br /> PACKAGE PER HLDN ENGR PER PLAN ..-'< <br /> SYSTEM. o o,,r TAKE-UP SYSTEM. 3 ® FOSSATTI PAWLAK <br /> TYP EDGE NAILING, SEE S1.2 <br /> (8) 16d NAILS EA SIDE OF SPLICE SIMPSON ST2215 ..•n• - /a MIN TO EDGE OF PLYWOOD STRUCTURAL ENGINEERS <br /> (NO BOT SPLICE IN THIS AREA / TOP © EACH END . — La I-1 LJ LJ LJ LJ La FLUSH HEADER OR BEAM PER PLAN SHEET & SUPPORT 1735 Westlake Ave N,Ste 205 <br /> Seattle,WA 1 1 1 --: 1 } FLOOR JOIST Phone:206.456.3071 <br /> 4'-0' MIN / 4-0 MIN / 1.1 j' SIMPSON ST2215 PER PLAN Fax:206 4 6 98109076 <br /> „ „ � ( www.fossatti.com <br /> 1 STAGGER, <br /> c 16d ® 12 oc /� V/ <br /> STAGGER, TYP /.,2 MIN STAGGER, TYP HEADER OR BEAM INNER BAY OF STUDS PER HLDN — -\_ -- 1 <br /> TYP PER PLAN / ENGR SYSTEM FACE GRAIN TO BE <br /> 9 0 PERPENDICULAR <br /> �, • 1 MI V <br /> (3) 2x TOP PCs @ 2x4� OUTER BAY OF STUDS PER HLDN I TO JOISTS <br /> STUD BEARING WALLS h -- _ ENGR SYSTEM <br /> — -, cnncznn <br /> STAGGER PLYWOOD s� �'�� <br /> NOTE: (2) 16d EA SIDE OF (2) 2x TOP PL s @ 2x6 (4) 10d TOENAILS, TYP - - — - — - JOINTS SEE PLANS yy P P <br /> USE ® ALL EXTERIOR WALLS BOTTOM PL SPLICE ____4--- I " <br /> WALLS2x4 OR 2x6 STUDS, SPCG PER `'' OF WAsy, �f". <br /> AND INTERIOR WALLS IN LINE --- II ` -- Q �' "' <br /> PLAN HEADER PER PLAN PLANS `, ,P co 7 t <br /> W/ SHEAR WALLS SOLID BLOCKING ® W/ (3) 16d EA END II _ I �HIi1�►• �'�i , <br /> MID-HEIGHT, WHERE )16K <br /> TOP PL SPLICE BOTTOM PL SPLICE WALL HEIGHT WHERE NO 16d ® 12 oc TYP ® BUILT UP I N� r� ;� <br /> HOLDOWN <br /> COLUMNS MIN, SEE ENGR HLDN I ��0�\' 23024 �� <v �� <br /> AT STUD CL, TYP AT STUD CL, TYP � EXCEEDS 8-0 AT BUILT-UP COLUMN, (2) �-- COMPRESSION & TENSION STUDS.lIITTTTTTTTT11TIIT1TT1TT1 1 LT 1 ,7LDT <br /> STUDS MIN W/ (1) FULL I �_��,�� <br /> (2) 10d EA END /6„ / HEIGHT STUD <br /> i PROJECT <br /> ANCHOR BOLTS PER SEE HLDN ENGR SYSTEM FOR REQ'D <br /> 3rd PL WHERE REQ'D (4) 10d TOENAILS, TYP 1 SHEAR WALL SCHED li THREADED ROD. I TYP HELD NAILING <br /> ,� PER S1.2 <br /> ELEVATION it it it 11 <br /> ACING PER )/2 SW AB/ <br /> W SCHEDULE SPACING TO HD <br /> —. ._ . - . . - —. . - -- . . . . . . - - —— . . . >, <br /> CO <br /> Q <br /> a <br /> TYP WALL TOP PLATE SPLICE 10 TYPICAL STUD FRAMING DETAIL 4 TYPICAL FLOOR SHEATHING 1 0 .1—; <br /> Cr) a�}' <br /> z ) <br /> o <br /> N W <br /> CD <br /> , ---- CL SPLICE (NO SPLICE WHERE <br /> BEAM IS CONTINUOUS OVER <br /> COLUMN) <br /> 1 <br /> BEAM PER PLANS BEAM PER PLANS <br /> /--- _Air BEAM OPP SIDE <br /> IF NOTED <br /> BEAM PER PLAN SECTION > / d / PERP PLANSD _ _ __ PREVISIONS <br /> M1 NON-STRUCTURAL <br /> STUD WALL RAMSET 1524SDP 3" x .145"Y NO. DATE <br /> • • • • • 72) A PER SPPROVEDTUD SPACE WHEN EQUAL (CONTACTSTUD FP) <br /> • •. 16 GA WASHER ® 16"oc. <br /> 7/01/19 PERMIT REVISIONS <br /> I_ ECCQ COLUMN CAP Ii <br /> I CCQ COLUMN CAPSPACING EXCEEDS 16oc <br /> I- _� ! TJI, TYP 9/17/19 PERMIT REVISIONS <br /> �_ � � � SIMPSON IUT <br /> IF BEAM EA SIDE SECTION OR MIT HANGER PER PLANS <br /> USE SIMPSON BEAM PER PLANS 111111 <br /> GLS HANGERS HANGER AND WEB <br /> IF d -<5Y�", USE SIMPSON GLT HANGER STIFFENER BY III=III=III=III <br /> POST PER PLANS POST PER PLANS IF d > 5,1", USE SIMPSON HGLT HANGER SUPPLIER, TYP =11-1 I i-1I1-11' <br /> CONCRETE SLAB <br /> PER PLAN <br /> TYP BEAM TO WOOD POST 11 TYPICAL BEAM TO BEAM CONNECTION 8 TYP BEAM / TJI CONNECTION 5 TYP NON-STRUCTURAL STUD WALL ATTACHMENT 2 <br /> 5/28/19 19-042 <br /> DATE JOB# <br /> CROSS SHEARWALL TCB FPP <br /> CHORD PER PLAN DESIGN CHECKED <br /> AND SCHED BDS AS NOTED <br /> DRAWN SCALE <br /> " STAIR SHAPE EN.\ \• 7,,Y PER ARCH, y <br /> - \ <br /> �� I PERT ARCH PE <br /> < o BEAM PER PLAN SHEARWALL CHORDCROSS WALL <br /> J <br /> N Pill (3) 16d CROSS SHEARWALL PER PLAN & SCHED x J <br /> I <br /> KING STUDI 2x TREADS <br /> INI EA SIDE PER PLAN & SCHED %C* X <br /> OMIT SHEATHING ► SHEARWALL PER 2x TREADS- (---T4RJOPILSIN11 .4111 <br /> Y R I �� PLAN AND SCHED EN xSHEARWALL PER WHERE ONL EQU RED <br /> S `� PLAN & SCHED AT ONE FACE II�.' 6'= x <br /> CASE 1 CASE 2 x " x TJI BLKG <br /> •• <br /> I: <br /> SHEARWALL PER 1 L__ ��� x �, 4' 0" oc SHEET TITLE <br /> KING STUD PLAN AND SCHED NOTCHED 2x12 DF#2 STRINGERS X � BEAM PER PLAN <br /> , WHERE WALL IS- SIMPSON ACE OMIT SHEATHING II,I�° \ ® 12 oc W/ 2x6 DF#2 X <br /> BUILT-UP PARALLEL TO BEAM. POST CAP EA SIDEar.r._-_----=T01----F---.:-_-1-2— WHERE ONLY REQ 1►-.� TJI JOIST REINFORCEMENT ATTACHED W/POST PER SEE HD SCHED FOR AT ONE FACE I, PER PLAN LUS26 (2) 10d NAILS AT 12 oc LSSU28TYP WOOD <br /> � ' IPLAN LARGER POST SIZE - HANGER SECTIONS <br /> BUILT-UP POST CROSS SHEARWALL lI <br /> SECTION PER PLAN CHORD PER PLAN I <br /> I) I� SW PER PLAN NOTCHED 2x12 DF#2 STRINGERS <br /> OMIT SHEATHING I AND SCHED TJI BLKG @ & DETAILS <br /> WHERE ONLY REQ II ' & SCHED 4-0 oc 12 oc W/ 2x6 DF#2 <br /> I REINFORCEMENT ATTACHED W/ <br /> PERPENDICULAR PARALLEL AT ONE FACE 11 I / ` 2 lOd NAILS AT 12" oc <br /> 1 I BEAM PER PLAN ( ) <br /> SHEARWALL SHEARWALL PER <br /> CHORD PER PLAN 11110 <br /> PLAN AND SCHED _ = II_ <br /> SHEET NO. <br /> AND SCHED <br /> SHEARWALL PER <br /> CASE 3 CASE 4 PLAN AND SCHED <br /> S4 . 1 <br /> TYPICAL WALL TO BEAM CONNECTION 12 TYPICAL SHEAR WALL INTERSECTION 9 TYPICAL STAIR LANDING 3 <br />