1020 N BROADWAY 2019 Plans 2022-12-06

• D O 0 0 LEGEND MILD REINF TO BE DIST - FOSSATTI PAWLAK W=COLUMN WIDTH WITHIN THIS AREA / DIST TENDONS H=SLAB THICKNESS PER PLAN gm STRUCTURAL ENGINEERS 1.5H / W / 1.5H / 1735 Westlake Ave N,Ste 205 Seattle,WA 98109 MILD REINF L1/6 L2/6 Phone:206.456.3071 PERO PLANW L1/6A Fax:206.456.3076 STAGGERED EW, o j www.fossatti.com TYP BANDED TENDONS CL SUPPORT CL SUPPORT ° ° PER PLAN, GROUP (5) / 1'-0"/ I TENDONS MAX ° ° CONC COL PER PLAN \ \ S S E. Q � 1 PAPS i 0 0 0 0 0 0 0 t o 0 0 0 0 0 o I N a. m Q - - P��pF SyI�lv�` o � a• _ S F�►�- ),,ek--- , i 0 0 0 0 0 0 04. n 0 0 0 0 0 0 1 El = L •1/3 / L 2/3 �0�� ♦ �� _ Cc, 23024 4I 7Ya'" / 3%"/ •/ -- . FN TORa� E `6\• ,,;:,, TYP TYP . ,. 4. �\ \ — — — SIONAL E` - S S 1, 0 0 0 0 0 0 0 s .% 0 0 0 0 0 0 0 I TOP UPPER ROOF o aJ> F/COL ALIGN STUDRAILS PER PLAN L1 L2 L3 TYP / / / / / / PROJECT END SPAN INTERIOR SPAN CANTILEVER SPAN / 4-3Y , -TOP LOWER REINF TYP — PER PLAN NOTES: NOTES: 0 01. MINIMUM OF (2) TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS, IN BOTH DIRECTIONS, UNO. 1. SR1 SHOWN. 2. FOR ADDITIONAL REINFORCING SEE TYPICAL POST-TENSIONED ANCHORAGE DETAILS. 2. SEE 11/S3.3 FOR SRX INFO. , O D O CO Q D O CD TYPICAL STUDRAIL LAYOUT 10 REINFORCING AT INTERIOR COLUMN 7 TYP POST-TENSIONED SLAB PROFILE - MILD REINFORCEMENT 1 0 oo -`a�—' "0 STUDS z O N W CONC COVER SHALL BE PT SLAB PER 0 THE SAME AS NOTED PLAN WHERE NO REINF IS CALLED FOR PROVIDE 2 #5 BARS MIN CONT LAP CL SUPPORT BEAM FOR SLAB REINF /"s" / UPPER REINF TOP BARS EQUAL IN AREA TOYAREA OF ( )T 18"" W/ TOP REINFOR COLUMN PLAN mPER PLAN BOTTOM BARS — [TOP BANDED TENDONS PER PLAN. EXTEND 2"-6""/ " Ya SPAN ""A" A / 1/3 OR"GRATER , 1/3 OR"GRATER / Q PL %x2 STUDRAIL GROUP (5) TENDONS MAX NDfE: IF POSSIBLE SPAN A OR B 1 SPAN A OR B# STUDS / RAIL / / ma- Z STRIP W/ SHEAR „(3) #5 x 8-0 LONG LAP CONT TOP BARS ® MID SPANLFIRST S T o oSTUDSEW BOT OVER COL & LAP CONT BOTTOM BARS / / ® SUPPORT — I., CONC COL 2" CLR UNIFORMLY DIST TENDONS REVISIONSP Tom_ MIN, T PER PLAN ; _ _ o STUDRAIL NOTES: PER PLAN o _ T SLAB 1. STUDRAIL HEIGHT IS DETERMINED BY THE THICKNESS OF THE SLAB ,�\ •• .. .• •• . -.• a �� w NO. DATE PER PLAN z HEIGHT MAY NEED TO BE ADJUSTED WHERE SLABS STEP OR SLOPE. W e A a °' 2. STUDRAILS AT COLUMN CORNERS SHALL BE ALIGNED WITH THE FACE PROVIDE (5) #3 STIRRUPS (MIN) OF COLUMN. INTERMEDIATE STUDRAILS SHALL BE EQUALLY SPACED. \ o co • (� EACH END OF BEAM. SPACE ® CL BEAM A -�- SUPPORT REINF DEPTH MAX FOR BALANCE OF BEAM PROVIDE 7/01/19 PERMIT REVISIONS 3. STUDRAIL SHEAR REINFORCEMENT SHOWN IN THESE DETAILS SHALL w o BY OTHERS #3 STIRRUPS SPACED CO BEAM DEPTH (18"" BE STUDRAILS AS MANUFACTURED BY "DECON". o MAX).zOTTOM BARS EXTEND 50% #4 @ 15 oc MAX EACH SIDE MAX FOR ADD L STIRRUPS SEE SCHEDULE. FOR BEAMS GREATER IN DEPTH 4. STUDRAILS TO MAINTAIN 1" CLEAR COVER TOP & BOTTOM FOR 3HR ¢ z CHAIR BY OTHERS ALL STIRRUPS SHALL BE GRADE 60 UNO. PAST THIS POINT BUT NOT i 9/17/19 PERMIT REVISIONS FIRE RATED SLAB �-= / / LESS THAN (2) BARS THAN 18" 5. STUDRAILS TO BE INSTALLED AT BOTTOM OF DROP CAPS, INCREASED -o I TOP LOWER REINF PROVIDE #3 STIRRUPS ® 6 oc ® BAR SPLICES 6" ,r HEIGHT REQ'D. PER PLAN MAX Y SPAN "A" -COL PER PLAN / NOTES: 2" MAX (2-6 MAX) / MARK 1ST SPACE "S" # STUDS/RAIL SPACE LTOTAL TOTAL # 1. ALTERNATE TENDON AND REINFORCING GROUPS. TO FIRST S"` L STUD RAILS 2. FOR QUANTITY AND LENGTH OF REINFORCING, REFERENCE PLAN. STIRRUP SPAN "A" SPAN "B"3. FOR REINFORCING STAGGER, REFERENCE TYPICAL DETAILS. ....... SR1 3% 7 7Y4 4'-3Ya 10 4. MINIMUM OF (2) TENDONS SHALL BE PLACED DIRECTLY OVER SR2 37/8 12 4Y2 4'-9Ya 10 COLUMNS IN BOTH DIRECTIONS, UNO. SR3 37/8 7 5% 3'-6Y 5 SR4 3) 15 3Y 4'-8" 5 TYPICAL STUDRAIL SECTION 11 SECTION THRU BANDED TENDONS AT SUPPORT 8 TYPICAL CONCRETE BEAM REINFORCING 2 5/28/19 19-042 DATE JOB# TCB FPP GRID DESIGN CHECKED BDS AS NOTED + BANDED TENDONS PER PLAN. WHERE (3) OR MORE SINGLE DRAWN SCALE GROUP (5) TENDONS MAX CONDUIT OCCUR, PROVIDE REINF 1 TOP UPPER REINF NOTES: FOR CONDUIT GROUP PER PLAN 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING PLACEMENT OF CONDUIT IN POST-TENSIONED SLAB (SEE GENERAL STRUCTURAL NOTES). LOCATE CONDUIT IN PT SLAB & REINF BANDED TENDON Q x 2" CLR // UNIFORMLY DIST 2. SEE DIAGRAM ABOVE FOR CONDUIT PLACEMENT RESTRICTIONS. PROVIDE MIDDLE THIRD OF SLAB t/6 0 HOLES (MAX) MIN, TYP TENDONS PER PLAN REINFORCING AS REQUIRED IN DIAGRAM. CONDUIT PLACEMENT NOT MEETING CRITERIA DEPTH PER PLAN PER PLAN Q T SLAB \ w SHOWN IN DIAGRAM SHALL BE SUBMITTED TO ENGINEER FOR REINFORCING DESIGN. #4 ® 12""oc TOP & BOT I a—d -11F PER PLAN c, z¢ 3. DO NOT PLACE CONDUIT WITHIN A DISTANCE EQUAL TO THE SLAB DEPTH FROM T L1 _J a 4. a COLUMN FACE. r: \ * - - 3 CONDUIT MAX IN o m EACH GROUP N CHAIR BY OTHERS 't-, o \ . CDZ SUPPORT REINF ,` BY OTHERSV• • o TOP LOWER REINF 0� m m m m m SHEET TITLE -0 1" PER PLAN \ \ 2 11 / (3) #5 x 8'-O" LONG \ EW BOT OVER COL NOTE: TYPICAL SOFFIT SLOPE IN LIEU OF STEP AT CONTRACTOR'S OPTION. NOTES: COL PER PLAN ��(1) CONDUIT 1. ALTERNATE TENDON AND REINFORCING GROUPS. DIAMETER MIN PT DETAILS 2. FOR QUANTITY AND LENGTH OF REINFORCING, REFERENCE PLAN. (3) CONDUIT / / 77 1 -O" / /(3) CONDUIT 3. FOR REINFORCING STAGGER, REFERENCE TYPICAL DETAILS. DIAMETER MIN DIAMETER MIN 4. MINIMUM OF (2) TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS IN BOTH DIRECTIONS, UNO. SINGLE CONDUIT CONDUIT GROUP SHEET NO. S3 . 3 T TYPICAL SLAB STEP < 0'-4" 12 SECTION THRU DISTRIBUTED TENDONS AT SUPPORT 9 CONDUIT PLACEMENT CRITERIA AT PT SLAB 3