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<br /> ' I � 14/5310� I I I ; � I � AT DESIGN-BUILD SUNSHADES ALONG SOUTH 1 10102/2017 ADDENDUM 1
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<br /> ' I � .%� I �: I I ` F4.0 I � I ELEVATIONS, PROVIDE FL311 BLOCKING
<br /> � � � � I I �' MARK DATE DESCRIPTION
<br /> B I � �"� I ' I I � , ' - �' � BETWEEN STUDS AT SUNSHADE AND ,
<br /> � ; � � i - i i i � i � �: I i i i I � � � ----_
<br /> ' , � �5 I � � � L, s I � I � - � TIEROD SUPPORT LOCATIONS. PROVIDE ' B REVISIONS
<br /> � '�, � � i � � �- COLUMN CALLOUT,TYP. ' ' '' ' I � .. I , I <i A35 CLIP T&B EACH END OF BLOCKING.
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<br /> -�`� FOOTING CALLOUT TYP.
<br /> : LOWER SLAB ELEVATION W 5 ` � ; r. ;_,.;T .. ; . , . . ._:. : . , ..., , . , � ;: ,. ;,.- �. .:,. . ,�:�t- , � ._.,- . -. .:-.:�.. .__ _ U' - - - - - - -
<br /> ' THIS ROOM;SEE CIVIL FOR � � I � ! Q � ' SEE SCHEDULE.j '
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<br /> SLAB ELEVATIONS TYP. SPACE �x8 @ 16°oc STUD WALL TYP WHERE� ' SW1-A
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<br /> STUDS @ 12"oc TYP AROUND DBL STUD WALL LOCATED ; I ! � , # _ I
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<br /> , THIS ROOM. -!---- �2 ' : , � �,.... __ .J... �\ I I
<br /> ' TRANSITION. :' ' INDICATES N0.OF 2x6 STUDS � � ". ; i �-.o�,�...��....�.�.....a......�.. .............t».........,. .� i i \\ \ .� i � i i = ; _ ._ i � � �
<br /> i ABOVE. SEE 7/S412 FOR _ f � �,,
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<br /> i � , AT MULTI STUD POST TYP AT r " I 1 � \ ' SEE 20/S310 TYP AT � ,
<br /> TYP AT ALL LEVELS: STUDS AND BLOCKING � BEAM BEARING LOCATIONS. i ,; . , � `., �, �
<br /> AT SHEARWALLS SHALL BE DOUGLAS-FIR , , \ � ��'� BASE CONTRACT PERMIT
<br /> � � i PERIMETER THICKENED ; � i
<br /> � � • � SEE ALSO 2/S410 AT BEAM � � ` ' � � � ' ` D 12/08/2017
<br /> PER GEN STRUCT NOTES. , � �_ , , . ,\, . \� ' SLAB FOOTINGS. � � - ` I '' RESUBMITTAL
<br /> OCATIONS. ,
<br /> \ � . _. � BEARING L , � � ;: _ • I C 10/06/2017 PERMIT SET
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<br /> ' � <�i i � \ �. . I � , � ,' . , � B 09/22/2017 BASE CONTRACT BID SET
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<br /> 1. � �
<br /> FOUNDATION PLAN NOTES v J A 08/25/2017 DESIGN DEVELOPMENT
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<br /> � F OTING SCHEDULE,s. %�wFA�g�tt��u a�m�a
<br /> _ - __ � . I � �� ' i � �s..u� i i ' MARK DATE DESCRIPTION
<br /> ' � ' SHEARWALL TABLE (I'@f'I8/S41 O� � i � � i i 1. SLAB ON GRADE SHALL BE 4"THICK WITH 6x6 W1.4 x W1.4 WELDED WIRE REINFORCING AT CENTER, UON. PROVIDE VAPOR RETARDER PER ARCH'L BELOW SLAB
<br /> AT INTERIOR SPACES. PREPARE SUBGRADE AND PROVIDE FREE-DRAINING GRANULAR FILL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. SEE ISSUE INFORMATION
<br /> MARK � FOOTING SIZE i REINFORCING ; COLUMN SCHEDULE ARCHITECTURAL PLAN FOR SLOPES AND ACTUAL ELEVATIONS OF SLAB. FIBERMESH 300, USED IN STRICTACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS,
<br /> � � � MARK iLEVEL ; LEVEL LEVEL i IS AN ACCEPTABLE ALTERNATIVE TO WELDED WIRE REINFORCING. WHERE VAPOR SENSITNE COVERINGS ARE TO BE PLACED ON SLAB ON GRADE,SEE S01Q
<br /> � � 2 3 F2.5 i 2'-6"SQR x 1'-0"DP 3�#5 EW BOT � MARK i COLUMN (CONCRETE-FINISH MATERIALS)FOR ADDITIONAL REQUIREMENTS AT VAPOR RETARDER AND GRANULAR FILL. I I 2016030.00
<br /> PROJECT NO.:
<br /> � � � SWA � W6� _ _ � ' ' 2. PROVIDE CONTROL OR CONSTRUCTION JOINTS(PER 4/S310)IN SLABS TO DIVIDE SLAB INTO RECTANGULAR AREAS 225 SQUARE FEET OR LESS. AREAS SHALL BE - -
<br /> I I P57 51/4 x 71.8E PSL APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS MUST BE APPROVED BY THE ARCHITECT. ' PRINCIPAL IN CHARGE:
<br /> F3.0 3'-0"SQR x 1'-0"DP 3-#5 EW BOT � � � �
<br /> � PROJECT MANAGER: Michael Nouwens
<br /> SWB W4 - - 3. FOOTING ELEVATIONS SHOWN�N THE DETAILS ARE FOR CONTRACTOR CONVENIENCE AND BIDDING ONLY;ACTUAL ELEVATIONS MAY VARY 1N THE FIELD. FINAL ;� ----
<br /> HSS3 HSS 3 x 3 x 1l4 W OWNER APPROVAL: _
<br /> F4.0 4'-0"SQR x 1'-0"DP 4-#5 EW BOT ELEVATIONS SHALL BE DETERMtNED BY ON-SITE VERIFICATION BY THE GEOTECHNICAL ENGINEER.
<br /> SWC W3 W4 W6B �
<br /> A 4. REFER TO MECHANfCAUCNIL DRAWINGS FOR UNDERSLAB PIPING. FOOTINGS MAY BE THICKENED TO AVOID CONFLICTS. SEE 7/S310. A
<br /> ; � HSS4 HSS 4 x 4 x 1/4 �-
<br /> SWD W2 W2 j W4 F5.0 I 5'-0"SQR x 1'-0"DP � 5-#5 EW BOT 5. STEPPED FOOTING LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. MINIMUM FOOTING DEPTHS(BELOW SLAB AND EXTERIOR GRADE) � SHEET TITLE
<br /> � i INDICATED IN THE DETAILS SHALL BE MAINTAINED. SEE 31S310 FOR DIMENSIONS AT FOOTING STEPS. LEVEL � FOUNDATION
<br /> SWE 2W2 2W2 � W2 HSS4* I HSS 4 x 4 x 3/8 W �
<br /> ; 1. FOOTING SIZES ARE BASED ON 3,000 PSF ALLOWABLE ! 6. PROVIDE(2}BEARING STUDS MINIMUM EACH SIDE OF OPENINGS AND EACH END OF HEADERS AND FLUSH BEAMS ABOVE, UON. SEE ALSO 2/S410. �
<br /> BEARING PRESSURE. O.. � p�N
<br /> I SWx SHEARWALL MARK PER THIS TABLE. LINE 2. WHERE SPREAD FOOTINGS ARE LOCATED AT 7. SEE 16/S410 FOR STUD TO STUD NAILING AT ALL SHEARWALL ENDS AND INTERSECTIONS,TYP. � '
<br /> V '
<br /> �-� L E V E L 1 - F O U N D A T I 0 N P L A N 3x INDICATES SHEARWALL EXTENT. NUMERICAL PERIMETER WALLS, PLACE BOTfOM OF FOOTING 18" ;
<br /> � CALLOUT(1A,3A,etc.)INDICATES CONTINUOUS MIN BELOW ADJACENT EXTERIOR GRADE AND PROVIDE
<br /> � i 1 � -- ROD HOLDOWN RUN EACH END OF TURNED DOWN SLAB EDGE TO TOP OF FOOTING. 8. SPLICE TOP PLATES PER 1/S41Q TYP. � ;
<br /> � \ j 1/8"=1'-0" S H E A R W A L L. S E E 1 8/5 4 1 3 F O R H O L D O W N 3. W H E R E S P R E A D F O O T I N G S A R E L O C A T E D A T E X T E R I O R '
<br /> � `�_/ „ 9. SEE 9/S410 WHERE PLATE OR STUD NOTCHES OR DISCONTINUITIES OCCUR DUE TO PLUMBING,SPRINKLERS,WIRING, ETC. Z I SHEET N0.
<br /> TABLE. COLUMNS, PLACE BOTTOM OF FOOTING 18 MIN BELOW ;
<br /> � ADJACENT EXTERIOR GRADE AND PR�VIDE 12"SQUARE 10. VERIFY DIMENSIONS WITH ARCHITECTURAL DRAWINGS. DO NOT SCALE STRUCTURAL DRAWINGS. U I
<br /> a CONCRETE PIER BETWEEN TOP OF FOOTING AND �-� � O
<br /> � I COLUMN BASE. W
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<br /> a I m COPYRIGHT MNSC.ALL RIGHTS RESERVED.
<br /> ORIGINAL SHEET SI2E IS 24"X36"
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