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<br /> TYPICAL DETAIL NOTES
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<br /> SEE ARCH., MECH. AND ELECT. American ProPerty�eve�opment,Inc.
<br /> DWG. FOR LOCATION AND DETAILS 110110thAvenueNEsuite550
<br /> Typical Detail Notes: se��e��e,WA98004
<br /> � OF CONC. BASES AND PADS CONCRETE INERTIA BLOCK
<br /> NOTES: � SEE ARCH. AND MECH. 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> 1. Contractors shall obtain � ANCHOR BOLTS
<br /> DWGS. FOR DETAILS (CONSULTANT'SLOGOANDADDRESS)
<br /> architect's approval for all Sp AS REQ'D.
<br /> REINF. BARS, _ a, Fc 2. Architectural backgrounds are shown for reference only.
<br /> 2" 2" joint locations. . S S�oq /,cj� � SLAB ON GRADE OR The dimensions shown apply to structural elements only. ��
<br /> SEE PLAN _ � P-,�° � FF�,�'/NCD _ PAVING, ETC. SEE ARCH. For dimensions not shown, see architect of record submittal. � �' `-' ` n � � �' ' ' �`
<br /> —�S L A B B A R S N U W U' _ , - '4 e� �I o 201 N. Maple Grove Ste. 100
<br /> - °,Q; . ` F I� � - z BOISE IDAHO 83704
<br /> 4 9 4 9 �,, �- . � _,� �_ .' � 3. Contractor shall field verify existing structural conditions. If any � Pnone �2os> 3a2-��ss
<br /> :..� _ - � ° tij� - � : , o . - discrepancies are found, contractor shall contact the Architect LE JOB# 154191.00
<br /> _ 8° �., . � ; " " � ' dd ° ^° -d'�e a� e ' � . � �I ' aa-�� e�� a= _� - _ ° _ � and Structural En ineer before erformin alteration work. A��STR��,-�,a��oETA� USEDONTHIS
<br /> - - - - -- � '4 _'_ - - -, : a ' a . , " ,a -,� � ,�•� � p 9 PLAN ARE COPYRIGHT`C OF LOCHSA
<br /> � � '• • ENGINEERING OF IDAHO.THE RE-USE OF
<br /> aa
<br /> ,�-a � a ,d . . - � _ . - " a �'°"a-� °� q � '- ANY DETAILS AND CONCEPTS IS NOT
<br /> 3/4" DIA. x 16" L �' ' ' ' �i ' ' ' ' ' ' ' ' ' ' - W - � - ��°= I _ - ° a. a °° �' 4. For all to of footin to of slab and slab on rade construction� ACCEPTABLEWITHOUTWRITIENCONSENT
<br /> SMOOTH BAR DOWELS SUB-GRADE SEE GEO- .- � - _ _ -.- see foundation plan� p � 9 OFLOCHSAENGWEERINGOfIDAHO
<br /> AT 24" OC, GREASE TECH. REPORT a, ;.a 4 � . z -I I I I� I I ( I I I I I I I I
<br /> DOWELS ONE SIDE OF _ _ � 1 1/2" COMPRESSIBLE
<br /> JOINT ONLY � EMBEDDED ,. _ o MATERIAL - 4 SIDES #4 AT 12" EW T AND B WITH CORNER BARS 5. Sub-grade material below slabs and footings shall be �P M� H E�
<br /> A -d° - - � constructed as indicated b eo-tech re ort. P �� °F Asy��c
<br /> C O N S T R U C T I O N J O I N T A POC O D DOWELO - -a,. -;da= :, a a ; e� : DIAMOND DOWELO � yg p � �P � �
<br /> � - PLATE SIZE AND • U o CONCRETE BASE 6. For structural framing sizes, bottom of deck and top of steel �
<br /> SPACING, SEE � W = elevations, see plans.
<br /> CONTRACTION JOINT, SAW CUT 1/8" NOTE: TABLE � W � #4 DOWELS AT 24" AROUND �'T,� "�* � �
<br /> WIDE x 1" DEEP MIN. SAWING MU ST 1. Contraction joint spacing to be � W Q PERIMETER OF PAD, AND 7. For floor deck size, attachment, span direction,and finish �,� G �RA 3L 4EN ���
<br /> OCCUR AS SOON AS CONCRETE max. 13 ft. for 5" slabs, 14 ft. for � p AB's AS REQ'D. NOT LESS THAN ONE AT floor elevations, see plans. �ss�o N A� EN`'�
<br /> SURFACE IS FIRM ENOUGH SO 6" slabs as directed per ACI 360 DOWEL SIZE AND SPACING FOR DIAMOND-SHAPED LOAD PLATES Q —� EACH CORNER OF PAD 03-��.-o�0��202
<br /> CONCRETE WILL NOT BE DAMAGED, ° ' 8. For typical bearing wall construction, ee lans.
<br /> BUT NO LATER THAN 12 HOURS AFTER G =' ° ' "P � �'� °. - � , TOP OF SLAB ON GRADE S p
<br /> CONCRETE HAS BEEN PLACED � SLAB DEPTH DIAMOND LOAD PLATE DIAMOND LOAD PLATE SPACING OR STRUCT. SLAB COOrC�IClat@ IOCat1011 WItI1 pIaC1S aC1CI arClllt@CtUral. COPYRIGHT 02005, ALLRIGHTSRESERVED
<br /> - INCHES DIMENSIONS - INCHES CENTER TO CENTER - WCHES
<br /> �� 9. For interior and exterior wall finishes, see architectural. suBnniTTa�i REvisioNs
<br /> 1' - O" # DATE DESCRIPTION
<br /> _ a =_� < 6" 1/4"x4 1/2"x4 1/2" 18" #4 AT 12" EW
<br /> a_
<br /> < a, - a �
<br /> - a a a a � . � � a �
<br /> 9 - d a .a 7„ $„ 3/8"x4 1/2"x4 1/2„ �$„
<br /> }' � MIN. 10. For all typical construction details not shown on this sheet,
<br /> a.
<br /> �: - � � � -
<br /> a . .d° - � ° : aa �- . _ °.= a see all "S5" series rawi
<br /> � a. . a _a .
<br /> - � o CONCRETE PAD � d �ngs.
<br /> — — — — v z 9" - 11" 3/4"x4 1/2"x4 1/2" 20"
<br /> -I I I I I I I I I ' I I I I I I—I I I I I I I I I- _ �
<br /> �, 11. Coordinate all water proofing measures with architect.
<br /> CONTRACTION JOINT B ALT. CONSTRUCTION JOINT REINF. C EQUIPMENT BASE AND PAD 2
<br /> NO SCALE
<br /> CONTRACTION �
<br /> JOINTS COLUMN
<br /> CENTERLINE NOTES:
<br /> O WHERE OCCUR 1. Slab shall be placed in strip pattern.
<br /> CONSTRUCTION
<br /> JOINTS 10 = First O2 = Second
<br /> � 2. Strips to be divided by construction joints at the centerline of columns where
<br /> � O they occur and subdivided as required into areas not exceeding 225 sqft. by
<br /> o construction joints.
<br /> 0 3. In areas where columns do not occur provide construction and contraction
<br /> `�' SEE DETAIL �A OB joints as above.
<br /> 4. Contractors shall obtain architect's approval for all joint locations.
<br /> 2 5. Diamond dowel system O is manufactured by PNA Construction �
<br /> Technologies, Inc. or Engineered approved Equivalent. �
<br /> 225 SQUARE FEET 6. Comply with AC1302.IR04, AC1360R-06 and ACI detailing material
<br /> MAXIMUM, TYPICAL (SP66). �
<br /> 7. Use internal vibration to consolidate concrete around diamond shear �
<br /> plate, per industry guidelines. N
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<br /> SLAB JOINT INFORMATION � o�S �
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<br /> fULL SIZE=24x36
<br /> HALF SIZE=17x18
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