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GENERAL TILT -UP PANEL NOTES:
<br />1. TOLERANCE ON PANEL THICKNESS SPECIFIED SHALL BE PLUS4" AND MINUS 0". PANEL
<br />THICKNESS IS BASED ON LUMBER FORMS OF 7 4" OR 94". REVEALS SHALL NOT EXCEED
<br />%" DEEP AND SHALL BE PLACED AS SHOWN ON THE ARCH DRAWINGS,
<br />2. THE REINFORCEMENT SHOWN ON THE PANEL ELEVATIONS IS IN ADDITION TO TYPICAL
<br />BARS AT OPENINGS, EDGES, CORNERS, BASE, ETC. OMIT TYPICAL VERTICAL
<br />REINFORCEMENT WHERE MORE CLOSELY SPACED VERTICAL REINFORCEMENT IS
<br />SPECIFIED IN PIERS,
<br />3. PANEL DIMENSIONS ARE TO CENTERLINE OF JOINT OR EDGE OF PANEL OPENING, UNLESS
<br />NOTED OTHERWISE, ALL PANEL CONNECTOR DIMENSIONS SHOWN ARE TO CENTER LINES
<br />OF CONNECTORS UNLESS NOTED OTHERWISE,
<br />4, PROVIDE ADDITIONAL REINFORCING AS REQUIRED FOR LIFTING AND LIFTING INSERTS.
<br />5. VERTICAL REINFORCEMENT SHALL RUN FULL HEIGHT UNLESS NOTED OTHERWISE,
<br />6. VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ARCH DRAWINGS.
<br />7. DO NOT CUT OR DRILL ANY HOLES IN PANELS WITHOUT APPROVAL OF ENGINEER UNLESS
<br />SHOWN OR INDICATED.
<br />8. REINFORCING SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER PRIOR TO
<br />PLACEMENT,
<br />9. DO NOT SCALE PANEL ELEVATIONS. SEE ARCH DWGS FOR BUILDING DIMENSIONS,
<br />10, SLOPE TOP OF PANELS WHERE REQUIRED PER ARCH DRAWINGS,
<br />11. SEE FOUNDATION PLAN FOR LOCATIONS OF PANELS.
<br />12. UNLESS NOTED OTHERWISE, TILT -UP PANEL ELEVATIONS SHOW PANELS VIEWED FROM
<br />INSIDE OF BUILDING LOOKING TOWARDS BUILDING EXTERIOR.
<br />TILT -UP PANEL KEYNOTES:
<br />FOR 7-1/4" THICK PANELS: #6 VERTICAL AT 12" OC AND #5 HORIZONTAL AT 16" OC.
<br />FOR 9-1/4" THICK PANELS: #6 VERTICAL AT 12" OC AND #5 HORIZONTAL AT 12" OC,
<br />CENTER VERTICAL REINFORCING AT CL OF PANEL PER DETAIL 3 / S6.01,
<br />1B #5 VERTICAL EACH FACE AT 11" OC AND #5 HORIZONTAL AT 16" OC STAGGER BETWEEN
<br />INSIDE AND OUTSIDE MAT OF STEEL
<br />1C #5 VERTICAL EACH FACE AT 8" OC AND #5 HORIZONTAL AT 16" OC STAGGER BETWEEN
<br />INSIDE AND OUTSIDE MAT OF STEEL
<br />0 TYPICAL REINF ABOVE AND BELOW OPENINGS: #5 AT 16" OC VERTICAL. AND #5 AT 16" OC
<br />HORIZONTAL, CENTER VERTICAL REINF AT CL OF PANEL PER DETAIL 4 / S6.01. EXTEND
<br />HORIZONTAL REINFORCING FULL WIDTH OF PANEL. HOOK VERTICAL REINF TOP AND
<br />BOTTOM WITH STANDARD 180 DEGREE HOOKS.
<br />0) #5 x 4'-0" DIAGONAL TYPICAL AT OPENING CORNERS. WHERE OPENING IS LOCATED
<br />CLOSER THAN 24" FROM EDGE OF PANEL, BEND BAR TO FOLLOW EDGE OF PANEL.
<br />�_'_/ (2) #5 r
<br />AT 24
<br />BOTTOM CORNER OF PANEL REINFORCED WITH SINGLE MAT OF STEEL
<br />5 (2) 95 TYPICAL AT EDGE OF PANEL MINIMUM
<br />(� (2) #5 TYPICAL AT EDGE OF OPENING OR FUTURE KNOCKOUT MINIMUM. EXTEND
<br />VERTICAL REINFORCING FULL HEIGHT OF PANEL. EXTEND HORIZONTAL REINFORCING
<br />MINIMUM 30" PAST OPENING, HOOK HORIZONTAL REIINFORCING WITH STANDARD HOOK
<br />WHERE OPENING IS LOCATED CLOSER THAN 30" FROM EDGE OF PANEL.
<br />QAT PIERS PROVIDE #3 TIES
<br />AT 6" OC ADJACENT TO
<br />OPENINGS OR FUTURE KNOCK -OUT AND FOR 12" ABOVE AND BELOW OPENING. INCREASE
<br />TIE SPACING TO 48" OC FOR THE REMAINDER OF THE PANEL. SEE PANEL ELEVATION
<br />WHERE TIGHTER TIE SPACING MAY BE SPECIFIED ADJACENT TO OPENING.
<br />G) #5 SLAB DOWELS 12 36
<br />AT 24" OC HOOK
<br />INTO PANEL - (OMIT DOWELS AT FOUNDATION DETAIL 1/52.01)
<br />#5 SLAB DOWELS 12 36
<br />AT 8" OC HOOK
<br />INTO PANEL AT PIERS. - (OMIT DOWELS AT FOUNDATION DE TAIL 1/S2,01)
<br />10 FUTURE KNOCK -OUT PANEL. - EXTEND TYPICAL REINFORCING PER 0OR
<br />THROUGH#6 VERTICAL AT 9" AND #5 HORIZONTAL AT 16" OC
<br />11 #6 VERTICAL AT 9" OC AND #5 HORIZONTAL AT 16" OC
<br />12 TYPICAL REINF IN SPANDREL BEAMS: #3 AT 6" OC VERTICAL AND #5 AT 16" OC
<br />HORIZONTAL. CENTER VERTICAL REINF AT CL OF PANEL PER DETAIL 4 / S6.01. EXTEND
<br />HORIZONTAL REINFORCING FULL WIDTH OF PANEL. HOOK VERTICAL REINF TOP AND
<br />BOTTOM WITH STANDARD 180 DEGREE HOOKS.
<br />13 (3) #5 VERT EA FACE IN PIER, (6) TOTAL EQUALLY SPACED
<br />14 (4) #5 VERT EA FACE IN PIER, (8) TOTAL EQUALLY SPACED
<br />15 (5) #5 VERT EA FACE IN PIER, (10) TOTAL EQUALLY SPACED
<br />16 (6) #5 VERT EA FACE IN PIER, (12) TOTAL EQUALLY SPACED
<br />17 (7) #5 VERT EA FACE IN PIER, (14) TOTAL EQUALLY SPACED
<br />18 (8) #5 VERT EA FACE IN PIER, (16) TOTAL EQUALLY SPACED
<br />19 (9) 95 VERT EA FACE IN PIER, (18) TOTAL EQUALLY SPACED
<br />20 (10) #5 VERT EA FACE IN PIER, (20) TOTAL EQUALLY SPACED
<br />21 (11) #5 VERT EA FACE IN PIER, (22) TOTAL EQUALLY SPACED
<br />22 (12) #5 VERT EA FACE IN PIER, (24) TOTAL EQUALLY SPACED
<br />23 (13) #5 VERT EA FACE IN PIER, (26) TOTAL EQUALLY SPACED
<br />24 (14) #5 VERT EA FACE IN PIER, (28) TOTAL EQUALLY SPACED
<br />25 (15) #5 VERT EA FACE IN PIER, (30) TOTAL EQUALLY SPACED
<br />26 (16) #5 VERT EA FACE IN PIER, (32) TOTAL EQUALLY SPACED
<br />27 (17) #5 VERT EA FACE IN PIER, (34) TOTAL EQUALLY SPACED
<br />28 (18) #5 VERT' EA FACE IN PIER, (36) TOTAL EQUALLY SPACED
<br />30 (20) #5 VERT EA FACE IN PIER, (40) TOTAL EQUALLY SPACED
<br />PANEL -TO -PANEL CLIP SCHEDULE
<br />JOINT BETWEEN PANELS NUMBER OF CLIPS REMARKS
<br />45 & 46, 46 & 47,49 & 50.50 & 51 , (1) CLIP AT 16'-0" AFF
<br />(1) CLIP AT 10'-0" AFF
<br />1 & 58, 10 & 11; 26 & 27, 36 & 37 (1) CLIP AT 16'-0" AFF
<br />(1) CLIP AT 20'-0" AFF
<br />(1) CLIP AT 10'-0" AFF
<br />39 & 40, 40 & 41.41 & 42 (1) CLIP AT 16'-0" AFF
<br />(1) CLIP AT 20'-0" AFF
<br />53 & 42, 54 & 55, 55 & 56 (1) CLIP AT 16'-0" AFF
<br />(1) CLIP AT 20'-0" AFF
<br />ALL OTHER PANELS I NO CLIPS REQUIRED
<br />PANEL -TO -PANEL CLIP SCHEDULE NOTES:
<br />1. SEE SHEET S6.01 FOR PANEL -TO -PANEL CLIP DETAILS.
<br />2. WHERE NO PANEL -TO -PANEL CLIPS ARE SHOWN IN THE SCHEDULE ABOVE,
<br />PANEL -TO -PANEL CONNECTION IS NOT REQUIRED.
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<br />2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br />253.383.2422 TES 253.383.2572 FAX mmahblmm MB
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