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<br /> DETAIL NOTES
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<br /> WALL SHEATHING AmericanPropertyDevelopment,lnc.
<br /> AS REQUIRED 110110thAvenueNEsuite550
<br /> WALL SHEATHING Floor Framing Detaii Notes: se��e��e,wassooa
<br /> WALL SHEATHING 2x WALL AS REQUIRED 2x WALL
<br /> AS REQUIRED - WALL SHEATHING -� 1. For structural design notes, see sheet S0.02 thru S0.06. �coNsu�TANT'SLOGOANDADDRESS)
<br /> AS REQUIRED
<br /> 2x WALL � 2. Architectural backgrounds are shown for reference only. ������
<br /> X CONCRETE SLAB _ - The dimensions shown apply to structural elements only. � , ,
<br /> E ("? � .� t"' _P, t"' r' I .-1 C�
<br /> � _ , - � 'a ; �-_ �_a° p �`o ' a° �. For dimensions not shown, see architect of record submittaL
<br /> � ------- SLOPE - _ • a " - - 201 N. Maple Grove Ste. 100
<br /> � ° - � � f . : =" •_ : _. a ° -°�°: :. a_a. .�� ..a °: - - a - -: _ 3. ntracto hall fi v fy st ra ion .
<br /> ° � - BOISE IDAHO 83704
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<br /> Co r s �eld eri exi ing structu I condit� s If any Phone (208) 342 7168
<br /> - - = . .° .. a: _ _ . r _ - < a _ a . . _ . . _ -a_�' _ - LEJOB# 154191.00
<br /> p' °° � � °' `° - " °� discrepancies are found, contractor shall contact the architect
<br /> : � a
<br /> , ° ° o-d a •aa" , - . ' � ' " ' e - . - a - a a °' _ a } r + ALL STRUCTURAL DETAI�USED ON THIS .
<br /> - � ° a - - - - - ` a ' • ` � � o-a e aa'� o- atr �' " C�C�d SLrUCtUral eC�gll�eer belOCe pe�OCCT�IC�g G�Ilerat101� WOCK. PLANARECOPYRIGHT(C) OFLOCHSA
<br /> - d, " " -° ° ° � ' ` " ' � a = � a' �,a - - ENGINEERING OF IDAHO��HE RE-USE OF
<br /> � " `° ANY DETAILS AND CONCEPTS IS NOT
<br /> _ - - ,d ' °_ ,. < a a�, -a ad -" °� a� °°• a ° , _<ad _" � a _^.'�.,' ' . <. � - q ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> ° - " - ` -�• " < •- - CONCRETE SLAB 4. For structural steel typical details� See SheetS SS.Z I thrU S5.Z3. OFLOCHSAENGINEERINGOFIDAHO.
<br /> � �.� , , - " 9 _ , .
<br /> • � �. � - 5. For structural concrete typical details, see sheets S5.01 M. H F
<br /> ' _ ' - _ thru S5.04. P P oF '" NNti�
<br /> SLOPE BOTTOM = ° 4�; ° � ° � - CONCRETE WALL ,�P� , �To
<br /> a� 4 ° OF SLAB TO � 6. For structural wood typical details, see sheet S5.31. � ���- i
<br /> � ° ., �
<br /> � 9 a a�. a MATCH SLOPE ' ° Q � `� :a <.� ,`� �
<br /> _ ,_a, . -. _ , - - :, 7. Concrete columns are called out on foundation or level of origin plans.
<br /> ;a ON TOP OF SLAB `:. ° -
<br /> -� e " � � -° `d a ° a a- ° 8. For structural bearing wall construction see plans. ,�F cr�RqL ENG�� �
<br /> . ._c _. . - , ; a .-�: �" ' ss� ENG �
<br /> : _.°° .-_ ; - - - - - Coordinate location with plans and architectural. 05-29-1 �N A L
<br /> - aaa � a a EXP.01/07/202
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<br /> NOTES: 3 , NOTES: 3 Q d °, 0 9. For interior and exterior wall finishes, see architecturaL
<br /> 1. For information shown but not noted, see� 1. For information shown but not noted, see � NOTES: . 3 COPYRIGHT CQ2005, ALLRIGHTSRESERVED
<br /> s 7 o s.; s�o s. 1. For information shown but not noted, see , 10. Coordinate all water proofing measures with architect.
<br /> 2. Post-tensioning where required not shown � 2. Post-tensioning were required not shown s7Vos, suBMiTr,a�i REvisioNs
<br /> for clarity. for clarity. 2. Post-tensioning were required not shown „ �B 11. All light gauge steel framing shall have a yield strength of 50 ksi. # DATE DESCRIPTION
<br /> for clarity. 24 1 03/28/18 ADDENDA#1
<br /> S LAB AT WALL � S LAB AT WALL 2 S LAB AT WALL 3 � 4 04/20/18 ADDENDA#4
<br /> #5x24�� SLAB DOWELS 5 05/29/18 ADDENDA#5
<br /> AT 12" OC. EXCEPT AT
<br /> 1" = 1'-0" 1" = 1'-0" 1" = 1'-0" 3RD FLOOR SPACE 5
<br /> .
<br /> DOWELS AT 9" OC.
<br /> - GUARDRAIL AND ALTERNATE DIRECTION CONCRETE SLAB
<br /> GUARDRAIL ANCHORAGE OF HOOK
<br /> SEE ARCH. PLANS
<br /> #5 CONT. AROUND
<br /> 2x WALL PERIMETER OF STEP INDICATES TOP OF a b ; °a a e �> � � _ _a-. a °� a a. _
<br /> #5x8"��x8" , „ SLAB TO BE USED FOR � ; 9 . a a a _ a_ a - °... . � _
<br /> 24' ,"°a : ax -a-
<br /> �� WALL SHEATHING °m-- . . °. .- , _ °_d- a,a._ - a 6
<br /> AT 12 OC. 5 6-0 TOP REINF. LAYOUT w � 4° ° P d'" a ° a q d •a
<br /> WALL SHEATHING #5 x 24" � 4-�- b , a,° a� - , ' a, : ;° a � ` °
<br /> AS REQUIRED ADD #5-1 x9" -"� `-° _ --° + ° � ° � t° °- �
<br /> -�e=__�; - - �. -
<br /> AS REQUIRED AT 12" OC. EXCEPT AT � ° - - a a � �" - aa
<br /> aa � � o-
<br /> n SLOPE CAP 2x WALL 3RD FLOOR SPACE BENT DOWEL O � � _ a �� ��`-� _ � " . = � , �� � . .a : , �° .- ° �,.� �� ' �� � � `� �
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<br /> r -� DOWELS AT 9" OC. TO MATCH AND z � -a � �° °: ;a: .�a _ e _ ; � b� a_ " �, ` ;' � a _a ��
<br /> � LAP TOP REINF. � �C a TOP REWF. a a a e d '
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<br /> 0 0 _ _ #5 TIES AT 6" OC. � SLAB TOP _ � � a � ,
<br /> - - - - � ° � START 3" FROM U REINFORCING z P.T. TENDON � N / 9.
<br /> �.
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<br /> ; :a a , ' „96a d° ° �_ a e : = START OF OPENING N Q �, . _ a, SEE ARCH DRAIN °
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<br /> 2- #5 CONT. a d a - } � - �"• - °� _ .- �` � � � -. Q _ . " -
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<br /> AT 12" OC. � Q _'- -. - a a �_a a - °° e o-.� _ - : : _ c� `a .. _ � - d _ _ - a � s =_i ; - W "� ` �
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<br /> � , � a �>a . a � � � CONCRETE WALL -
<br /> °°° �
<br /> ° SLOPE BOTTOM � z U -. = ° � ° , �a` ; _ ,�° A°� a ` _ SLOPE BOTTOM = -° , ao, e
<br /> ' : `; • � OF SLAB , SEE 6 U � � _ _ OF SLAB SLAB DEVELOPMENT �
<br /> Q • �' ° • � BOTT. REINF. (V �
<br /> °° < _°, a.. s7.o4 ' N � _ ° � a BENT DOWELS TO ° 9° -� ��
<br /> � SLAB BOTTOM LENGTH SEE 3/S5.03 MATCH AND LAP � �
<br /> � ` �°.� CONCRETE WALL � N � _ �' REINFORCING BOTTOM REINF. '� � e ,�x '�""'
<br /> SEE ARCH. .$.:� �a 8' - 0" ° _ W �
<br /> -� - 5-#8 BARS EXTENDED TYPICAL WALL _
<br /> . e ._
<br /> 48" EACH END OF REINFORCING - a . �° • Q�
<br /> NOTES: � . � WALL OPENING
<br /> 1. For information not shown but not noted see ' and REINFORCINGS � � z
<br /> S7.01: S7.03. SEE, � 2" CLR. 2" CLR. SHORE UNTIL > "� �
<br /> 2. Post-tensioning were required not shown for clarity. '` s4.o3 CONCRETE NOTE: � � �
<br /> NOTES: 1. Slab reinforcing not shown for clarity. � � z
<br /> 1. Post-tensioning were required not shown for clarity. TYP I CAL STE P I N POST-TE N S I 0 N E D � � �
<br /> � Q .
<br /> SLAB AT WALL 4 SLAB AT 2ND FLOOR GARAGE ENTRY 5 CONCRETE SLAB 6 CONCRET SLAB AT WALL 7 � �
<br /> 3/4" = 1'-0" 1" = 1'-0" 6 3l4" = 1'-0" 1 1/2" = 1'-0"
<br /> c� � �
<br /> ,;,= d . - - SHOT PINS AT 8" OC. � O �j
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<br /> s�.o� .` ° ° � ' " STAGGERED � � �
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<br /> ------.� . _.� SIM. CONCRETE ,. ���a a ��,; . � W W
<br /> GUARDRAIL AND GUARDRAIL - --- =- - - -- --- SLAB � o W
<br /> , - . ,�- e _._ �
<br /> ANCHORAGE SEE ARCH. PLANS _ . =.',%,,;-,,,;_ ^_„'',..,,J; �,,;:'';_r' . .,, ' �.
<br /> - - _- �,:� .,;._� .� ":.,';_.- -_'",.,' '�".',�_:.',1:,=��; .,--, ���
<br /> - - ;,:yi�..-:..- :- ; . -�, ' .... .-„ .; i: -;,,-::;� M � I I T200 SLOTTED SLIP TRACK
<br /> „ X „ , , WITH #10 SCREW EACH SIDE �
<br /> #5x8 -� 8 = � ' 2- #6 BARS, 8 TOTAL � � AT EACH STUD, CENTERED
<br /> AT 12 OC. WqLL SHEATHING X z M --
<br /> -' W OPENING WIDTH IN SLOTS, MATCH STUD
<br /> AS REQUIRED � � ``' z Q DEPTH AND GAUGE Cn
<br /> SLOPE CAP W O O D S T U D W A L L N � "' #3 T I E S A T 1 2" O C. � a 3' - 0" TYP. #5 T HREAD ED BARS ,J
<br /> �, - _- <C w xOPENING WIDTH I I 600S162-43 STUD �
<br /> � � U � 3" AT 8" OC. AT 16" OC., PROVIDE
<br /> --�- a � 1 1/2 --_ _- - 1 1/2 DOWELS TO MATCH AND W � � BRIDGING AT 8'-0" OC. MAX. � ~
<br /> °, ° ° 9 o-� .� '_ ` CLR CLR LAP VERTICAL Y ; . , a . a - � z W
<br /> � -� - - � e a, ° ; � - CONCRETE WALL REINFORCING ALTERNATE U �._.a ; ' ' ' _ _ _ � �
<br /> � °- � ° ° ° e- ` ° � ° - � DIRECTIONS OF HOOKS = �°° � ' ' X U #5 DOWELS °° 600T150-43 TRACK WITH �
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<br /> #5 CONT. ° �°° 6 TOTA FOR #3 TIES AT 6" OC. m ° ° `ati 4 ` a °. - � Q AT 16" OC. ��___ SHOT PINS AT 8" OC. � W
<br /> a Q°a _ a . � , " _ � , ad_ Q � 9
<br /> AT 12" OC. - FULL LENGTH =- -- � � g N _
<br /> 3-MIN. ' ` ' - - - 4 � LENTON #5 THREADED '. � 6" CONCRETE #5 BARS AT 16" OC. p W
<br /> TOP z >- STEM WALL - °° EQ HORIZONTAL ~ �
<br /> REINFORCING - BENT BARS TO MATCH COUPLERS, TYP. BARS � U
<br /> a , . .
<br /> SLOPE BOTTOM " -
<br /> AND LAP REINFORCING � � � U
<br /> � s a a � OF SLAB, SEE ` 6 - _ _ _ - -_ _ - _-_ - _ _- - _ _ - -_ ROUGHEN, CLEAN AND APPLY CO j < Q - CONCRETE SLAB � Z
<br /> .
<br /> � <d s7.oa ,.;�.�° - ,:: , :_; �:,~,. -,..; : _ , , ,=. ._` ' : - - , � _•, ,', BONDING AGENT TO FACE OF - e �
<br /> �� � ;,_a-`= ; - CONCRETEWALL �- •_ .c� . ;�'� " . .,-� ' . , -. '' :. ";� '•. '�: � a e. . p 0
<br /> „ .
<br /> :� :" a ,_-'.,. ,: : . : .:- : =_ EXISTING CONCRETE PRIOR TO � . -a. `a ,= a, , `
<br /> a - _ _ _ -_ _ _- _ - - - _ - _ _ - - - -' `-��.('� "•�,=;�,;_. `_�..,;'_`,:^�•-�,;�.,,'.','�'.�,-,,.-°_-,,.',,=.;, � _ - - - . .a " a U V
<br /> y ==� : - - = - -- - -- - - PLACEMENT OF NEW CONCRETE. _ - � �
<br /> � - - - - - - � o �
<br /> D - - - - �
<br /> � - - - - - - NOTE: NOTES: ; � �
<br /> w =
<br /> w NOTES: 3" - 1. Typical slab reinforcing and post-tension where occurs, not shown for clarity. 1. Concrete slab reinforcing not shown for clarity.
<br /> 0 1. For information not shown but not noted see , � and ;� � ; BOTTOM � 2. Shot pins shall be HILTI LOW VELOCITY X-U 0.157" dia., with DRAWNBY �
<br /> m s7.o�,>' �;s7 03.' REINFORCING 2,� c� knurled shank, embeded 3/4" min. into concrete. Shot pins shall AC
<br /> N 2. Post-tensioning were required not shown for clarity. �B comply with ICC 2269. �B
<br /> � SLAB INFILL AT TOWER CRANE SHEETNUMBER
<br /> sa SLAB AT WALL 8 CONCRETE WALL AT SLAB 9 OPENING � � NON-BEARING WALL AT SLAB 11 �
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<br /> o� 7 . 04
<br /> �� 3/4" - 1'-0" NO SCALE 3/4" - 1'-0" 3/4" - 1'-0"
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<br /> FULL SIZE=24x36
<br /> HALF SIZE=12xt8
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