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01410 SPREAD FOOTING SCHEDULE FOUNDATION PLAN NOTES:
<br /> 7. CJ INDICATES CONTROL JOINT PER PLAN.
<br /> TYPE SIZE REIRIFORCING COMMENTS 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND
<br /> LENGTH WIDTH DEPTH S�•2� 8. CONTRACTOR TO VERIFY TOP OF CONCRETE (T/CONC) WALL ELEVATIONS ON ALL PARTIAL
<br /> HEIGHT RETAINING WALLS. MAINTAIN T/WALL ELEVATION A MINIMUM OF 6" ABOVE FINISH
<br /> F5.0 5'-0" 5'-0" 14" (5) #6 EW BOT ---- 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. GRADE PER 5/S4.1. _
<br /> F6.0 6'-0° 6'-0" 15" (5) �6 EW BOT ---- 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING 9. MOISTURE PROOF ALL CONCREfE STEM AND BASEMENT WALLS PER ARCHITECT. �
<br /> (6) #6 EW BOT CONCRETE: ALL DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS
<br /> F7.0 7'-0" 7'-0" 16" ---- FOR PLUMBING, SPRINKLERS AND HVAC. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, 10. STEEL STAIRS SHALL BE BIDDER-DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER
<br /> � FA 40'-0" 10'-0" 60" (10) #9 LONGIT BOT, ____ PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER STRUCTURAL GENERAL NOTES.
<br /> (10) #7 LONGIT TOP, ARCHITECTURAL DRAWINGS. CONCRETE CURBS AND LOCATIONS PER ARCHITECTURAL
<br /> 5 TRANSV � 12"OC T&B DRAWINGS. 11. TYPICAL DETAILS PER:
<br /> � 4. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 0'-0". FOR ACTUAL T/SLAB ELEVATION REFER 9/S4.3 TYPICAL LAP SPLICE SCHEDULE
<br /> TO CIVIL AND ARCHITECTURAL DRAWINGS. PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT 10/S4.1 STANDARD HOOKS AND BAR BENDS
<br /> WTERIOR SPACES. PROVIDE FREE-DRAINING GRANULAR FILL PER GEOTECH REPORT. 2/S4.1 TYPICAL STEPPED FOOTING �
<br /> 5. TYPICAL TOP OF INTERIOR (T/INTERIOR) FOOTING ELEVATION = -1'-0", UNO. TYPICAL TOP 1/S4.2 TYPICAL CONCRETE WALL OPENING REINFORCEMENT
<br /> OF EXTERIOR (T/EXTERIOR) FOOTING ELEVATIONS = -1'-0", UNO. 8/S4.3 TYPICAL BASE PLATE CONFIGURATIONS c� 1' C h I t e C t S
<br /> 6. ALL FOOTINGS AND SLABS TO BEAR ON COMPEfENT NATIVE SOIL AND/OR STRUCTURAL FILL. 2505 Third Avenue
<br /> SUBGRADE PREPARATION, STRUCTURAL FILL, FOOTING DRAINS, AND OTHER REQUIREMENTS Suite 324
<br /> PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES. Seattle, WA 9812�
<br /> 206.720.700'I pf-ione
<br /> ' 206.720.2949 fax
<br /> www.crafta rch i te cts.co m
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