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<br /> SPREAD FOOTIN FOUNDATION PLAN NOTES: STUD AND SHEAR WALL PLAN NOTES: 5. r�ti` INDICATES HOLD-DOWN TYPE PER HOLD-DOWN SCHEDULE 12 S3.0. CIR
<br /> 01410 G SCHEDULE NUMBER INDICATES NUMBER OF TRIM STUDS REQUIRED AND BOTTOM NUMBER CLED
<br /> 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.0, S1.1 1. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. � INDICATES NUMBER OF FULL HEIGHT (KING) STUDS REQUIRED IN ADDITION TO
<br /> TYPE SIZE REINFORCING COMMENTS AND S1.2. � BUNDLED OR TRIM STUDS OR POSTS SHOWN ON PLAN.
<br /> LENGTH WIDTH DEPTH 2. ALL INTERIOR NON-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER
<br /> F3.0 3'-0" 3'-0" 12" (4) #5 EW BOT ____ 2• VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL RELEVANT STRUCTURAL GENERAL NOTES. 6. TYPICAL HOLD-DOWN ELEVATION PER 5/S4.0.
<br /> EXISTING DIMENSIONS SHALL BE FIELD VERIFIED.
<br /> F4.5 4'-6" 4'-6" 14" (5) #5 EW BOT 3. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) TRIMMERS AND 7. ANCHOR BOLTS TO BE 5/g"� x 7" MINIMUM EMBEDMENT PER 9 S3.0. PROVIDE ���
<br /> ---- 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING � �"CN CAPITA�
<br /> CONCRETE: ALL DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS. (2) KING STUDS MINIMUM, UNO. WHERE MORE THAN (2) TRIMMERS ARE REQUIRED, HOT-DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES.
<br /> ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: �02 . TRIMMERS TO BE HOT-DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED AT SODIUM BORATE
<br /> DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. CONCRETE CURBS CONTINUOUS TO THE FOUNDATION. BLOCK SOLID AT FLOOR FRAMING. � PRESSURE TREATED PLATES PER STRUCTURAL GENERAL NOTES.
<br /> AND LOCATIONS PER ARCHITECTURAL DRAWINGS. �
<br /> 4. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 11/S3.0. 8. TYPICAL DETAILS PER
<br /> 4. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 0'-0". FOR ACTUAL T/SLAB ELEVATION REFER TO 5/S4.0 TYPICAL SHEAR WALL ELEVATION
<br /> CIVIL AND ARCHITECTURAL DR,4WINGS. PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT
<br /> INTERIOR SPACES. PROVIDE FREE-DRAINING GRANULAR FILL PER GEOTECH REPORT. 10/S4.0 TYPICAL INTERIOR STAIRWAY ELEVATION
<br /> 8/S4.0 TYPICAL TOP PLATE SPLICE DETAIL
<br /> 5. ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL FILL.
<br /> SUBGRADE PREPARATION, STRUCTUR,4L FILL, FOOTING DRAINS, AND OTHER REQUIREMENTS PER
<br /> GEOTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES. a f C h I t E C t S
<br /> 6. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE
<br /> 2505 Third Avenue
<br /> ESSURED-TREATED. Suite 324
<br /> 7. STEEL STAIRS SHALL BE BIDDER-DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER
<br /> UCTURAL GENERAL NOTES.
<br /> Seattle, WA 98121 .
<br /> �
<br /> (' 8. TYPICAL DETAILS PER: �C
<br /> `�� ,� � ( G` l � 206.720_7001 phone
<br /> 5/S3.0 REBAR LAP SPLICE SCHEDULE �-�
<br /> � 206.720_2949 fax
<br /> 1/S3.0 STANDARD HOOKS AND BAR BENDS i i
<br /> i i � �� � '� � � ��� �
<br /> www.crafta rch itects.com
<br /> � ! 9. ELEVATOR STEEL AND CONNECTIONS ARE PROVIDED FOR BUDGET PURPOSES ONLY AND ARE �' i � �� i i i ;
<br /> � ' PRELIMINARY. THE PROPOSED STRUCTURAL MEMBERS AND THEIR CONNECTIONS SHALL BE :� i � �� � i i
<br /> � �� � � � � N
<br /> � i CONFIRMED ONCE FINAL ELEVATOR REACTIONS ARE PROVIDED TO THE STRUCTURAL ENGINEER '' ' � �� i i i ,
<br /> i i OF RECORD. �! i i �i �i i , ,
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