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<br /> EXCAVATION .10'-0" w WHICHEVER � PIPES THRU
<br /> z o d d IS LARGER � FOUNDATION WALL TYPICAL DETAIL NOTES
<br /> FOUNDATION FOUNDATION - NOTES: oo W z z AmericanPropertyDevelopment,lnc,
<br /> � ~ 110110th Avenue NE suite 550
<br /> 1 . Contractor shall locate bottom of excavation to � � p Typical Detail Notes: ae��e��e,wAssooa
<br /> FINISH GRADE FINISH GRADE avoid surcharge on utilities and other foundations. O O z '1-
<br /> 2. Contractor shall coordinate all excavations with � �- � 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> Z (CONSULTANT'S LOGO AND ADDRESS)
<br /> � � � foundation with foundation requirements. � p w
<br /> � � � BOTTOM OF FOOTING ELEVATION 3. Step foundation as required per '' 2 v p 2. Architectural backgrounds are shown for reference only.
<br /> � i i i z The dimensions shown apply to structural elements only. �
<br /> � S5.01 ,; �, ; .� r_ �� ;_, ; ,., `.
<br /> � � � ,� ,' - � - - - - - W For dimensions not shown, see architect of record submittal. �
<br /> '� � LO�� i � 201 N Maple Grove Ste. 100
<br /> i � � 4. Contractor shall adhere to the recommendations in BOISE IDAHO 83704
<br /> �, i 2 �� � the Geotechnical Notes, for all excavations, backfill . -� a _ -. - `. � � °a 3. Contractor shall field verify existing structural conditions. If any Phone (208) 342-7168
<br /> � i �' 1'-6" MIN. �' �� � � requirements etc. a ,a ;.- ,- <-� -.- � ° , discrepancies are found, contractor shall contact the Architect LE JOB# 154191.00
<br /> iW ° - °"� A L L S T R U C T U R A L D E T A I U S E D O N T H I S
<br /> i 1 ,� �' � ,' S. Pipes that are less than 4'-0" betow foundation, -_ -° _°' a �- z �. a.<, .= ' a ° and Structura l Engineer be fore pe r forming a lteration wor k. P�,NARE�oPYR,��T�oF�o�HSA
<br /> I \ � � - � E ANIY DETAI S�AND CONCEP SES NO OF
<br /> ' ,-� i , ,' provide sleeve and encase in lean concrete.
<br /> ' � � z- 4. For all to of footin to of slab and slab on rade construction ACCEPTABLELNITHOUTWRITfENCONSENT
<br /> + r o OF LOCHSA ENGINEERING OF IDAHO.
<br /> , i ,' � i / For pipes more than 4'-0" below foundation, - _ � - - - - P 9 p 9
<br /> , � �_. .�-�_ -- - - � W
<br /> �� i � BOTTOM OF EXCAVATION `� ��� compact soil in pipe trench per soils report. `:� _9 ^ _ _ ° . a � ° see foundation plan.
<br /> � �- - ' � SEE CIVIL 6. Sleeves shall be minimum 1 clear all around i es, a � a. � �
<br /> � � SHALL NOT EXTEND - ,' p p ° _°�- � '�a .'° e �-a � �a 5. Sub- rade material below slabs and footin s shall be M. HF
<br /> i � DRAWINGS FOR conduit etc. - 9 9 �P �
<br /> ',______J, BELOW THIS LINE �� EXTEND LEAN constructed as indicated b eo-tech re ort. �. � °F AS" "c
<br /> � , EXISTING UTILITIES 7. For pipes within the footing thickness and are less CONC. AROUND Z y g p o �P `�
<br /> i 2 than 8" from top of footing, step footing as required 9" 9�� SLEEVE SEE � �
<br /> � to pass pipes through stem wall. NOTE 5 0� 6. For structural framing sizes, bottom of deck and top of steel
<br /> SLEEVE SEE elevations, see lans. ;♦
<br /> i 8. For pipes passing through footing and are less SLEEVE DIA. p
<br /> � � than 6" clear from bottom of footing see � SEE NOTE 6 NOTE 5 AND 6 �''��� 3548 � �
<br /> FOUNDATION PARALLEL EXISTING UTILITY ELEVATION SECTION 7. Forfloor deck size, attachment, span direction,and finish �,� Rql EN ��.
<br /> ss.o� floor elevations, see plans. FSS�o N A� �N`'
<br /> TO EXCAVATION PARALLEL TO FOUNDATION UTILITY PIPES) 03-29-1
<br /> EXP.01/07/202
<br /> THROUGH FOUNDATIONS '� 8. For typical bearing wall construction, see plans.
<br /> F 0 U N DAT I 0 N AT 0 R A DJAC E N T TO EXCAVAT I 0 N S AN D U T I L I T I E S COOrCIIClate IOCatIOCI WItII pIaC1S aC1C� al"CIlIt2CtUral. COPYRIGHT C�2005 ALL RIGHTS RESERVED
<br /> NO SCALE SUBMITTAL/REVISIONS
<br /> 9. For interior and exterior wall finishes, see architectural.
<br /> 00� C� OCCU SH SEE 1-#4xCONT. WITH 1'-6" # DATE DESCRIPTION
<br /> _ z s5 0� :" , CURB WIDTH AS REQ'D. 8"
<br /> FOR LAP �' z BENDS OR 1 -6 x1 -6 DWLS. OR LESS, 4" MIN. 10. For all typical construction details not shown on this sheet,
<br /> LENGTH z Q � M see all "S5" series drawings.
<br /> SEE 3 � a � �� AT CORNERS AND ENDS W �
<br /> s5.o3 w � o #4 �-AT 24" OC. W � cr� O TOP OF CONC. 11. Coordinate all water proofing measures with architect.
<br /> PROVIDE DOWELS TO � _ � _ 18 � w
<br /> BEND � MATCH VERT. WALL W Q � � � m
<br /> A S REINF., SPACING, SIZE p � Q i i SLAB ON GRA E
<br /> REQ'D. AND NUMBER - - � -°. .°
<br /> > X.�-X X X
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<br /> °, a a c � � X� X a:< X��� _aX X _ ; - `a <a ' o -"a _ GREATER THAN 8��
<br /> - a a . . �� ° � _ _a - - ---
<br /> �- � SHOWN ON PLAN °�e = � "4 - i ' � I I ' I I I I I I #4 DWLS. AT 24" OC. 1'-8" MAX.
<br /> � � � � �_ INDICATES THIS POINT ' I � I I I I I I I � ' I I I �I I I I I � I I I ' � I I I � 1" CLR. w w
<br /> - �- OF THE STEPPED SUB-GRADE, SEE
<br /> - ba. °� a" - 1'-6" MIN. OR ci� O
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<br /> FOOTING 6(t) WHICH EVER GEO-TECH. REPORT TOP OF CONC. - z
<br /> � '- ° - ° IS GREATER #4 DWLS. AT 16" OC.
<br /> _ a =� 0 1' - 6��
<br /> z o X a° _ a a. SLAB ON GRADE
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<br /> _ _ a . o-n � X _:° _. , a _ _ - aa " � 2-#4 CONT. WITH 1'-6,�
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<br /> 4 a� ° g SLAB ON GRADE - n 4 Y ° ° 16" MI
<br /> a a. cn �°� . ;° , � .
<br /> _ � ,�t�� MIN. �, - , e" w � _ J I I- - i � � � N� BENDS OR 1'-6"x1'-6" DWLS.
<br /> M J �Q• - a � _ _ _: i i i ; � i ' �i� ' i i i i i i i i i' W = w m AT CORNERS AND AT END
<br /> v �� s a Q ,ada. e - � _ j � 2-#5 CONT. � �`_ � E- v � O R C U R B W H E R E C O N C. O R .
<br /> 2x"S" MIN. N `. '°, 6" WALL WITH #4 AT 24" OC Z � z � CMU WALL OCCURS
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<br /> 3" CLR. X; � a� ' - X� -a,=�X, _:a- X _ E A C H W A Y, M I N. H O R I Z. � m v O �
<br /> REINF. SHALL MATCH TYP. �- � `° _ a ° °. � REINF. 1-#4 T OP AND BOT. �,,� � Q CLEAN AND ROUGHEN �
<br /> LONGIT. FOOTING REINF. I I I I I I- d - m� J � � p a J O I N T T Y P. �
<br /> SIZE AND NUMBER FOR LAP LENGTH � a
<br /> SEE: 3 NOTES: N
<br /> 1' - 0" 1. Size and locate curbs as required.
<br /> STD. 90° HOOK M
<br /> ss.o3 ' 2. Provide inserts in curbs as per Arch. and Mech. dwgs. (f)
<br /> NOTE: 3. For height see Arch. or Mech. 10" max.
<br /> 1. For location and depth or Arch. dwgs. � �
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<br /> �� '- PIPING AND CONDUIT J
<br /> y #4x24" BENT BAR FOR CLEARANCES SEE
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<br /> N SLAB, TYPICAL AT
<br /> � ALL SLAB CORNERS 3�� MATCH AND LAP -O °°e a . e . � 0
<br /> �� REINF. BARS FOOTING � '' � � Z
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<br /> � � CONDUIT OR PIPING SEE � � �
<br /> � ARCH., MECH., ELECTRICAL
<br /> �
<br /> SECTION /� AND PLUMBING PLANS D��gY AC
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<br /> � n OPENING IN SLAB ON GRADE 5 TYPICAL SLAB ON GRADE AT RAMP 6 AND PIPING 7 �
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<br /> � � NO SCALE NO SCALE NO SCALE
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<br /> FULL SIZE=24x36
<br /> HALF SIZE=12zt8
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