Loading...
HomeMy WebLinkAboutPRJ04-0134 DRB04-0154.PDF __ � � � ���pe� ninT�g. All Seasons Stairs JOB �0311-08 . �FSIGN CRITERIA: Stair Live Load ------------------------------------100 psf ~ UBC Edition -----------------------1997 $ --------------- � 107'-8 � FOUNDATION DESIGN: . T.O.W. a. Design of individual and continuous footings is based on an assumed (107'-2 � SIM.) maximum allowable bearing pressure of 2000 psf (dead load plus full , live load). 107'-0 b. Foundation and retaining walls have been designed using an assumed .0. PAVERS loteral pressure of 45 pcf. (106'-6 � SIM.) c. Footings shall be placed on the natural undisturbed soil� or compacted structural fill, below frost depth. , / ' //'//,/ , • ri�i��i��i;� d. A representative of the geotechnical engineer shall verify soils conditions �\�\ and types during excavation. . ������ 106'-10 � � T.O.W. o� �N REINFORCED CONCRETE: (106'-4 � SIM.) ' � � � • �• � Q0°oo a. Concrete design is based on the "Building Code Requirements for �---� Z � �'�rnrn Reinforced Concrete (ACI 318-95). � ° � ; - � w U � � b. Structural concrete shall have a minimum 28-day compressive � ' � � Z Z n� s t r e n g t h o f 3000 psi. f • N � N��� c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. � #5's C O N T. H O R I Z. i �- BER WALL � wM Admixtures containing chloride salts shall not be used. 1 1/2"x12"x4'-0 WELDED ` a• � 16" O.C. ' ; � SIM. Z �' ��M x rocedures shall be rovided as recommended BAR TREADS (McNICHOLS � 4° 4° ' i � .a� °°J M^ d. Cold weather concreting p P . in the ACI Manual of Concrete Practice. TYPE B OR EQUIV.) ( ' � J e. Expansion bolts shall be located at a minimum of 6 bolt diameters ' � SLOPES � [ from concre te e dge an d space d a t 1 0 b o l t d i a m e t e r s u n l e s s n o t e d I � ;° " ' � T.O.W. Z �v� otherwise. , v • • �1` All ex osed ed es and corners shall be chamfered 3 4". 1 1/2"x12"x4'-0 WELDED . _ ; � � Naov�� g. Concrete coverage for reinforcing steel (ACI 318-95� p � °, #5's VERT. � 16" O.C. � . : ' V BAR TREADS (McNICHOLS ' p ���� 1. Concrete cast against and permanently exposed to earth 3 ' . -: ��,�,o,�Q9`o _ � TYPE B OR EQUIV.) a � o�'���� ��,,• � `} �rn rn Concrete ex osed to earth or weather : . ` `.�°�����\ a �,����� � � 2. p �h o� . • ' ����i` �� �" X�rn rn A. #5 bar and smaller 1 1/2" 1'-0" ° `��`i,,�i�`i , . �,;��.s� • � � �c� B . 6 throu h 18 bar 2° � #5 DWLS x � �%`�� • C > `- ����' � � °D�o x 3. Concrete not exposed to weather or in contact wit h groun d: 2" M�N• ( � 1 6" O.C. . Slabs w a l l s o is ts 11 bar and smaller) 3/4" ' a ' � � o a�� , A J (# � �'s 6„ N a a ATTACH TREADS PER ' � N �'�"" B. Beams, columns � ��2p , ���•_2 �, 9 � d :' S E C T I O N 3/S 1� T Y P. � w » � � REINFORCING STEEL: T.O.W. � � '•� � /� EXTEND (2�-#5 BOT. BAFtS ' ' � ' ` ' �" ' (�)-#5's CONT. HORIZ. • � +- � ' t of reinforcin steel shall be in 1 2' 0 PAST STEP TOP & BOT. ' ���%� ,���`��� � a. Detailing,,_fabrication and placemen g � — — — — � — — — — — — — — — — — — — — — — � \�\�\ a , / / _ _ _ -- - -- \��j�\����,�,�. ..��4���i���� . � i " accordance with the ACI Manual of Concrete Practice. ' 00'-2 �����° ������q��� � '100�-� - . - � - . �4��i���� �t�u����j , � -,- -- - b. Except where otherwise noted on the drawings� rem orcing bars shall ' - T.O.F. � ��'�� ���' • • " conform to ASTM Specification A615-79 and shall be grade 60 except T.O. PAVERS I � (99'-8 � SIM.) ' ''�' ``• • #5 s VERT. O 16 O.C. ties� field bent bars where permitted by note on plan� or bars to be 2'-0" MIN. � . ' ' welded� which shall be grade 40. `�ii��i``ii��i �• •� a,����� c. At splices in concrete� lap bars 36 diameters. Do not weld or use i�ii / � 4. $� . ° • #5 DWLS x � ��� � mechanical splicing devices unless specifically approved by engineer. �%�� � �� , • d. At corners, make horizontal bars continuous or provide corner bars , o #5's CONT. HORIZ. O 16 O.C. N to mctch harizontal st��l. Arc�und openinge� ahd stepg irt cdncrete+ I ��_4� .� O 16" O.C. ' •' •� rovtde 2 - 5 ba�a extending 2'-0" beyond edge of opentng or atep. ��- • sw V 1 _ _�, ~n� � P � ) # �� � REMAINDER OF REI�iF. STEEL •� � • e. _ Extend reinforcing steel a minimum of 24 through cold joints. Unless (2)-#5 s VERT. —� , ated on lan or details, coordinate cold joint locations � � NOT SHOWN, REF. SECT. 1/S1 ' � 2 5's CONT. HORIZ. specifically loc p AT WALL STEP T P & BOT. � with engineer. I . f. Metric bar size conversion table: � •• METRIC INC H-P O U ND I � � ' SEE PLAN � \ .� T.O.F. � � : � #10 #3 \ \�� \� • ao ��, #13 #4- I a .. .. #16 #6 96'-8 � % / , � #19 # T.O.F. #22 #� � � 4� $~ 4~ 4~ 8� 4� �n O #25 #8 \ \ \/\ \ • v 1 Q #29 #9 T,� 1 - 1'-4" 1'-4" � #32 #�� '� � �j �`Y �: #36 #�� /q\ V _ � W BACKFILLfNG• Q ���w each side of retainin walls to final grades as 2 SCALE• 3 4" = 1'-0" � ��i � a. Concurrent backfilling of g SCALE• 3 4" = 1'-0" � � indicated on plan or section is required unless temporary shoring is S1 F--� 0 � installed. S� I b. Verify type of fill with soils engineer and structural engineer prior to �' � backfilling. �, GENERAL REQUIREMENTS: ' he structural drawin s illustrate the T.O.W. = 106'-10 2 107'-0 �1 � a. Structural erection and bracing: T 9 T.O.F. = 100'-2 S� T.O. PAVERS �L� completed structure with all elements in their final positions, properl�r ~�t supported and braced. The Contractor� in the p�oper sequence, shall _ _ -T�- �+ provide shoring and bracing as may be required during construction to T.O.W. = 107'-8 � �'"�"`'� achieve the final completed structure. Contact the structural engineer T.O.F. = 100'-2 � � ' — for consultation (not in contract) as required. W I r —1,� I `� � b. Dimensions: Check all dimensions against architectural drawings prior � to construction. Do not scale drawings. actices: General Contractor is responsible for means. N I � c. Construction pr � _�_ methods, techniques, sequences and procedures fer construction of �_3 I I 1 � �� this ro'ect. Notif structural engineer of omissions or conflicts o �- � ' P J Y between the working drawings and existing conditions. Coordinate F: I I S1 � � requirements for mechanical/electrical/plumbing penetrations through _ structural elements with structural engineer. Jobsite safety is the sole � r es onsibilit of the contractor. All methods used for construction � � . shall be in accordance with the latest edition of the UBC. o STEP STEP j d. It is the responsibility of the contractor to contact the structural T.O.F T.O.F ►� engineer at the appropriate time to perform site observation visits. � Observation visits to the jobsite by the engineer are for determination ��� � �„ of general conformance with the construction documents and shall not '�a be construed as inspection. �' S� I I ' e a com lete and clear set of e. Though every effort is made to prowd p ° construction documents, discrepancies or omissions may occur. _ _ � I I I ( �� -- - Release of these drawings anticipates cooperation and continued - i 2�-10" � _ � communication between the contractor, architect and engineer to - � � - --- provide the best possible structure. These drawings have been _ _ _ S�P _ _ _ 00 prepared for the use of a qual,ified contractor experienced in the a � T.O.W. = 106'-4 construction techniques and systems depicted. T.O.F. � 99'-8 � , , — � � ' - ' • : . a, . , �oo'–o designed by KRM : • e • z r- � 100'-0 T.O.W. = 101'-2 8„ 4,_1,� $M T.O. PAVERS drawn by MAB ,° `� d ,' ; S� �. �, r.o. PAVERS T.o.F. = 96'–s checked by , �. a , �� ' ° � � � — 5'-5" issued . a , , � 106'-6 ' •' a° s.a �d , 1 1/2"x12"x4'-0 WELDED T.O. PAVERS — — — — — — < . - .` ��2°f BAR TREADS (McNICHOLS T.O.W. SLOPES S�P - PERMIT 12/01/03 , • , , � f TYPE B OR EQUIV.) , T.O.F 00 a T.o.w. _ ,o� _z J � . • �. a � T.O.F. = 99'-8 T.O.W. = 101'-2 • '-0" 6'-0" T.O.F. = 96 -8 •� . • �a � .� �� A o � d �" : '° a ��° � FOU N D ATI 4N P LAN SCALE: , 4" = 1 �-0�� ,4 . .- � � � � •— , ° s a '" (2)-3/s" � x 3" EXP. '� PLAN NOTES _ " °' ANCH. (OR INSIDE-THREADED � �� " '° • INSERTS W/ 3/8" � x 3" BOLTS) 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: NORTH � 'tl a T.O.W.=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING • . •d . p, ' THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE ELEVATION AT THE �� � • • a4 WASHERS AS REQ'D FOR TIGHT FlT PARKING LOT, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. sheet '� � a�°' ' � ' . • p 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING \ ' a °• FACE OF CONCRETE WALL CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. "��WN O�'VAt�. � • ° • • � • � �BOTH SIDES OF STAIRS� 3. STEPS IN TOP OF CONCRETE WALL INDICATED: � DESIGN REVIEW � � ° � � STAFF APPP�OVq� d � ` ' � • a . • 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION � ` WALLS UNLESS NOTED OTHERWISE. \ DAT�: 1 � ' S. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONIINUOUS FOOTINGS ARE 8" _ THICK x 16" WIDE UNLESS NOTED OTHERWISE. �TAFF: 3 SCALE: 3" = 1'-�" � 6. FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS. DO NOT SCALE DRAWINGS. JOB # 0311 —�8 � S1 � �\ ', �, , � y ' ` � r , � . . ' - � - � - �, _ _ . - � - r . . . _ .. _„ 5�,r�.-_. ' - � � � � _ _ ° ° � � � - � ,_ , -. . _ � , � - , •. _ _ _ ~ _ _ - � �D Rti���- - ` ���� ��� � � ` , " - ��csl S f 73� �, �i G 1�$[� ', !� o F S t g E w a c.K � , - - ��'�f��.Q�++�t . _ � � , - Y. �-�E R tiJt�1'� ! � , , � '- _ � � - . ��_ - - , _ - �: }�. � r�" - _.w.R.,...�. �.`�' ' � , ��� � r,,� � , � _ � , - - � •...�--.� ° - ' , = 1 _ _ ��'�- ' ° _ = F � - . _ s �-._ �.__�_ h ___�... �'—_ _ ��. /� ,��"���v r u� � f� L L �- �._ �.. �, � y_ ���T.. . �� . -.�.....-.-- . _ �..�.,...,�..._..,..__,._._..-. � : - _ --- ,..�___u_...k_�- ° ' c. _. - .,,,,.,..,...,,,s.,..._.,.,�,,,..-� ,,..,.�,-..,..�__ .._.,-�. _� ' � ' � � � ' ' ' , " - £ ' _ �-- ` ` * * Y � 1�.�i , . - � 4 �f� = , tr - , _ � - + � � � �`,�o �� ,' , ` , , � , ' , �, �'� " ` ° _ � � _, , � � - , " . - � � _ � � ; , . � �� - � ,,�____._ ._..�._ ��..,�. c�8.o . . . - - P� �t��_�� � � � ;� � � � � � - � � � � � � ►� � � � �� : - � � � , . - . � : � � , �' _ � � ' '� � � � !� (� t( t t�i G �� ; , � , � � � _ P , � 3 ,� � � � � � L°�' , - . _ - � � � � ,, , � ,�- ,� , - ^ ,. _ � �,,' � � � �t.� � , � � � ' ; ��.- �_= - ` - ', . . � -� ,, . �� � ' � ° � , _ � � _ �, , � � - , �� � � . `, r , y Y . � ' � � 6q.o�---- --,. `-�` S 1 � �llV A��K , , �` � _ � F \ �� � � 'P Flow FR 'LiED ` ' -' � � r � � � � � � ��- . � ' �� � �-�'t � �-� � � , t � � � �� �� � S � �3u1 �.t� � NG aa � � �� � � � � .�� ', � � � i "��' / � °o �� ( � iw�� �o?�. ��� ,� - � �� � i � �j . ....__.....a�_ �._--v.__.�_.._.�..__�....�---_� �_. � _-�_-- --- ..,.,.� ----�-�-� ; i ; ��! � ! `� �� �; � � W �' ' 1� .. � . ' . ' � ) ' � - 4 � 1 ,� � �_{� ,V � _ , - _ �� � , � � . �I � ' � � N � � _ � _ � � � � � o � �� � � � , . y . � �� : # � PAt� K � ►� � � - $ � . � , � �F ;� . � � ' , � � _ � � � l�.o r 2oS.o � ' _ � �"�, V��..�'j r t�1�" ___.___ , � � � -�� �� t�.� c►�� - , � � � ` i�� \! . �� 3 ,,� ,, � _ . ! � � � � � � v . � � � ' � _ � i .. , ._ . . . � . '�. �, �. � ° , �U�{,DING , . � , � V�L� ! N� ,_�.-• - o _._._—_ .� � $ 42.0 �-� ` - - - - -_ � . ____ _ r..__ ____...__ � � D , „ � ��(' !, � ,. � � ��` � L� tv ,, � ,, � , . �7 � Q� � .l� _ � ' ^ , �4; V y ° • . � � , -�3 c���-� � � , - r � � _ Q _�___- ---___.__._J.�_�.�.�_______.__.__... . ` , . _ � +'� { Q ���. r� - , �� ��,r " - - - - --- --- - _ ��1�� - - . _�t1_�SE�ES o�NS ___�C��i�a� ��t t t�t u.r��s_ ' _ _ L.�...,`:..�,....�- �,,,, , _ _ SCALE: �O�� APPROVED BY: y DRAWN BY � Y 3 i. 3 , - _ ' h ` � . �: . _ � � - �'ow� o� �At�. �►�: �_a ��� - , RE„� - �� .DES��!`� �'�`l�EW . �,.�� ' l i � ' - STAFi= l���s�VAL _ _�3H GDRE' Ct���K �r:ve� - _�1�� L, CoIoRA�o _ , , � � - . 4 � y . , � y • + � - " - � - ' ATE: � •�( ` _. .. - _ - .�.� �� N , ow►w�nc�Nu�eo� _ � _ - - , , , D _ _ j S_� �' ,.x�. ...�,��»�.,�«�...�. - . , _ � _ - � - , - - � - . - � � � _ . • . - .. � � � 4�. . R . . r � _ � � � _ .� _ _ _ _ . . w � _ _ _ _ _ - ��.. _,__ _�. _ _ -� -...,_�__.����__ �._�_��_�.�.___.�__�.�._��:..�_____��t __��__ ._ ._ _. _ r _ __ - ° - - v . . - _ _ � - : ' - ` p ' , t l � _ ' � � ` ' �` � ` � . A � -_ �+� = . �` -� � i ` � ���3 A� ;� t�� 'i , 1 �. � _3` �-� _ '•i ik- -� �t � ��,,. �, r s , _ � \ 1 _ __ _—__.�� ' � �^ .�--�.•-+.-.��_�,�r.-.« .� -� +...--. .�....•-sar ..�-.�-�.�.� � �.....� �.�-u�.�. ..�...... ...�........-.-�...-.......-.�. „ � ..�s��.... _ .�-u.R�°w�r`�e...a.� �. __ � ` � _ — ..,������Y`F'^•••�i`•y����w�� � �w...w�.e..�3.2�•�a�r�.�.,�.. • � __ _.,...e....o_...a �.—� ' . ---_____.�� _^^__.w�.�R _.�...+.�r� �.�._ ,.-. .� --.�_ . _ _ , --._._..�.�._.___,__.�_�,..�.--___..�_..___ _ � A L�. S �A S U N S ----��__- SfluTN w Esr PA RKING LoT STA� Rs � 1 _ s �_ � `. ����` - _ ' �— ► � � ,�- �Y.�K Q � _ . �.,,,,�:_ ' �� ��,�� , � � _ - _ � f , , � . ` �" '„ �� . v � , , � _ - - -----.......,,� �w�v o�vAr�. � ° j �/ � _,____��` � ��� �EW ° ,,.s�°"� � DES I�� ��uj,����� ,� �, STAFF /�P���BVAL .e.,�---�°' �_�.--�---Y . - _ _ - . . /--..._._ . �•., —r -- , a �, ,r___.�. `�_` --;r"_'-- - �_- �' _ ; x. � , .,`.�``°---- DAT�: � 1 � � ��.tt � j� � "�^— � �_ ..,_...--�" + �- y l 1 � _-----�--._ STAFF: � r ^ -`�w ' _ _ ..._ " '"`�- .��.r,�s`�"'� �__---_.._�.. " _ .' . . , - - . _ - _ ��� ;� r k`�.� ` r - - - � - I-�-_ �►L.t_ S�"�o I�s P it R K�w tr a , _-�.` _ ._� ��_�-,`��.,,,"'`�,`..�. � ,�— SrA��c� R�No tla�t"� oti+ ; . _ � _ �..,-----' - _ , � - � _ - ' � ��[L �1�`1�'��J ' � ��-j- ' ! � � ' ac�►�e: o N L� �P�oveo er: cw►wN er 'g�} � ' �.�, 'P�R�� ' • - �,J . , - _ _ , ` ' _ DATE: �� ���tooal � REV ISED J✓tAtt� � � � � ' - Tt� �A � ' . _ _ ` ' �� �•�-���5 . - � - ��� ��1�StiY►�3 COJ1?�OM � NI MV114�S � � � • � - - �� _ , � +�3 '-1 GrQRF CRt"���R�V� _ J�tL ,�o - ' _ - ` - ° - � ' �� '4 " DRAWINCi NUMBER - � ` + � -- " -� � � � ' ' � ' � "'�i��t..e��'A i�.P Ffiit �a.•�..�tt�aw�►�@.�k�uT R�S � •f-2 , _ +.x a. Mreso oM Mo.�ooaM a�. - -- - . `_ _ r , r . _ ` _ v , __ , _ � � _ , . . . r - . - _ , . GENERAL NOTES• All Seasons Stairs JOB dl0311-08 �FSIGN CRITERIA: Stai� Live Load ---------------------------------- 100 psf „ -- $ UBC Edition --------------------------------------1997 107'-8 FOUNDATION DESIGN: . T.O.W. a. Design of individual and continuous footings is based on an assumed (107'-2 � SIM.) maximum allowable bearing pressure of 2000 psf (dead load plus fuli live load). 107'-0 b. Foundation and retaining walls have been designed using an assumed .0. PAVERS lateral pressure of 45 pcf. (106'-6 � SIM.) c. Footings shall be placed on the natural undisturbed soil, or compacted structural �II� below frost depth. • , / '//''/'// ' �i��ii��ii;��� d. A representative of the geotechnical engineer shall verify soils conditions ������� ' and types during excavation. . i��� 106 -10 � • T.O.W. o� v N REINFORCED CONCRETE: (106'-4 � SIM.) ' N r' � � za°�cncn � ' �• a. Concrete design is based on the "Building Code Requirements for , Q o0 �---� V � �'Urnrn Reinforced Concrete (ACI 318-95). � • ° � ; ? c z Z�i� b. S t r u c t u r a l c o n c r e t e s h a l l h a v e a m i n i m u m 28-da y com pressive strength of 3000 psi. ' �—EXSTG. TIMBER WALL � a N�°'°' c. C o n c r e t e s h a l l b e p r o p o r t i o n e d u s i n g T y p e I-I I s u l f a t e-r e s i s t a n t c e ment. � #5's CONT. HORIZ. � � Z �' ,�W M X A d m i x t u r e s c o n t a i n i n g c h l o r i d e s a l t s s h a l l not be used. 1 1/2"x12"x4'-0 WELDED '' a• � 1 6" O.C. � ; � SIM. c a o�'o a d. Cold weather concreting procedures shall be provi de d as recommen de d BAR TREADS (McNiCHOLS � 4" 4° � � J .� �-M� , in the ACI Manual of Concrete Practice. TYPE B OR EQUIV.) �J�' e. Expansion bolts shall be located at a minimum of 6 bolt diameters � � ' � SLOPES � c from concrete edge and spaced at 10 bolt diameters unless noted I �° � ' ' � T.O.W. Z .v► otherwise. , . ' • • �n f. All ex osed ed es and corners shail be chamfered 3 4". 1 1/2°x12"x4'-0 WELDED _ ; � � Naoo�� g. Concrete coverage for reinforcing steel (ACI 318-95� � ', #5's VERT. � 16" O.C. • _ • ' U n�A M� 1. Concrete cast against and permanently exposed to earth 3" BAR TREADS (McNICHOLS , ' p �n'�°a'� I . ,��\ij�i�ij�q�i _ a TYPE 8 OR EQUIV.) ° �d���� ���?,,,,� � � ���� 2. Concrete exposed to earth or weather : p ` • �'� ��� , • � �� 1 -0 • ���4����� .� � • °����%`,�,��� � � o v rn rn A. #5 bar and smaller > >�2 � n - • B. #6 through #18 bar 2 � #5 DWLS x � °�`��,� • C � - �`�6 i � °°�o x 3. C o n c r e t e n o t e x p o s e d t o w e a t h e r o r i n c o n t a c t w i t h ground: 2" MIN. I � 16" O.C. * alls 'oists 11 bar and smaller 3/4" a � i � .� o Q�ia A. Slabs� w � � (# ) „ � a'� 6��N y � ATTACH TREADS PER � - ' � � N °'>"" B. Beams, co lumns � 1�2 101'-2 cO ( � d . S E C T 1 0 N 3 S 1. T Y P. �r » � " RFINFORCING STEEL: T��W� �'•� EXTEND (2�-#5 BOT. BARS � ' . � ) # ' , ' I - � � ` • ' � - 5's CONT. HORIZ. ' ° . � ' � 2' 0 PAST STEP TOP & BOT. ' ���i o ���` � a. Detailing, fabrication and placement of reinforcing steel shall be in � _ � � _ � _ � _ _ � _ � � � _ _ _ � � _ � � � �����'��'��\�'�� ������`��`����`�`'� ' � ; accordance with the ACI Manual of Concrete Practice. . 100-2 • �%�� �����' b. Except where otherwise noted on the drawings� reinforcing bars shall 100�-0 ' � \�\��a\� ����� I • T.O.F. ' , �i'��' ���! • : #5's VERT. O 16" O.C. conform to ASTM Specification A615-79 and shall be grade 60 except T.O. PAVERS � (99'-8 � SIM.) : , ties, field bent bars where permitted by note on plan, or bars to be � 2'-0" MIN. � � welded which shall be rade 40. • • 9 ��%������� • • ' ,����� �� #5 DWLS x � c. At splices in concrete, lap bars 36 diameters. Do not weld or use ii\i\ ,�j� � 4. $M 4� � • mechanical splicing devices unless specifically approved by engineer. �%�� I � � d. At corners� make horizontal bars continuous or provide corner bars o #5's CONT. HORIZ. ' � 16� �•�• N (,� to match horiz�ntal steel. Around openings and steps in cancrete. ' ( ��_q,» � � O 16" O.C. • �' •� „ provlde (2)-#5 bara extending 2'-0" beyond edge of opening or step. ' '� � ' � d omts. Unless - �� � Q e. Extend reinforcing steel a minimum of 24' through col � (2) #5's VERT. —� REMAINDER OF REINF. STEEL ' icall located on lan or details, coordinate cold joint locations AT WALL STEP � �� NOT SHOWN, REF. SECT. 1/S1 ' � 2 5's CONT. HORIZ. specif y p �� ,' T P & BOT. � Q with engineer. ' . f. Metric bar size conversion table: �� •• METRIC INC H-P O U ND ' �� � � ' : SEE PLAN � 3 �l//%//>'/ � , � _ �. � T.O.F. ,� �10 # ���y � • �o �j �13 #4 I � ' a � •� • � / / �16 �5 96'-8 �\/% /� , � #19 #6 T.O.F. �� #22 #� �� 4� 8~ 4A 4~ 8� 4� �n � #25 #s y����j�1. �.r 1 � �32 �10 \,� ,,-'� - 1'-4" 1'-4" � #36 #>> / BACKFILLING: � � a. Concurrent backfilling of each side of retaining walls to final grades as 2 SCALE• 3 4 = 1 -0 � � indicated on plan or section is required unless temporary shormg is �� � �� SCALE• 3 4" = 1'-0" � installed. S� S� O b. Verify type of fill with soils engineer and structural engineer prior to � r 1 V backfilling. R ' � � GENE AL � - a. Structural erection and bracing: The structural drawings. illustrate the T.O.W. = 106'-10 Z 107'-0 � � compieted structure with all elements in their final pos�tions, properly T.O.F. = 100'-2 S� T.O. PAVERS ced. The Contractor� in the ro er sequence. shall � supported and bra P P - - � � provide shoring and bracing as may be required during construction to T.O.W. = 107�-8 achieve the final completed structure. Contact the structural engineer T.O.F. = 100'-2 — � for consultation (not in contract) as required. W � �ii� �, � "" ` b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. � I I c. Construction practices: General Contractor is responsible for means, methods, techniques� sequences and procedures for construction of �_3 I I 1 � this project. Notify structural engineer of omissions or conflicts ' between the working drawings and existing conditions. Coordinate � I I � requirements for mechanical/electrica!/plumbing penetrations through S1 structural elements with structural engineer. Jobsite safety is the sole � responsibility of the contractor. All methods used for construction � shall be in accordance with the latest edition of the UBC. o STEP STEP j d. It is the responsibility of the contractor to contact the structural T.O.F T.O.F ►� engineer at the appropriate time to perform site observation visits. � Observotion visits to the jobsite by the engineer are for determination 5�� � of general conformance with the construction documents and shall not be construed as inspection. S� _ I I e. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. � I I I I Release of these drawings anticipates cooperation and continued �2�-��~ c° communication between the contractor, architect and engineer to - I I provide the best possible structure. These drawings have been T.O.W. = 106�-4 _ _ _ S�P _ — _ 00 ' prepared for the use of a qual,ified contractor experienced in the a , T.O.F. � 99'-8 � , . . . , , construction techniques and systems depicted. � � � _ � ' • � • � • • ,da a e ����—� desi ned b 9 y KRM � = � t - 2 � � 100'-0 T.O.W. = 101'-2 8, 4,_1„ $M T.O. PAVERS drawn by MAB ° r � .� a s� �. ;�, � T.o. PAVERS T.o.F. = ss'—s checked by � • � �\�. s � � ° ° • I � � Cr_Cw �os�—s � � issued • d�• y • a T.�. PAVERS ' ° aa �d � 1 1/2"x12"x4'-0 WELDED _ _ _ _ — — a - .� ��2°f BAR TREADS (McNICHOLS T.O.W. SLOPES S�P - PERMIT 12 f 01 l03 a • , . � � TYPE B OR EQUIV.) � T.O.F 00 a T.O.W. = 107 -2 I � • • �: a � T.O.F. = 99'-8 J T.O.W. = 101'-2 • ,. _ , '-0" 6'-0" T.O.F. = 96 -8 �a y • • A s � d �' = '° o ��� � � FOU N D ATI 4N P LAN SCALE: , 4" = 1 �-0�� . � .4 . .' . . . . ° '" (2)-3/s" � x 3" EXP. � PLAN NOTES ♦ s d . • " °' ANCH. (OR INSIDE-THREADED �� � '° ° � INSERTS W/ 3/8" � x 3" BOLTS) 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: NORTH , T.O.W.=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING $• a •d v. ' THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE ELEVATION AT THE ` �� °° PARKING LOT. AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. sheet ° • , WASHERS AS REQ�D FOR TIGHT FlT � �° ' p 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING "�'��j� (�� �A�� d ° � � °� FACE OF CONCRETE WALL CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. pES[c�! ���/�EW � ' ° • • � . . (BOTH SIDES OF STAIRS) ST�F�' l�PPROVAL � 3. STEPS IN TOP OF CONCRETE WALL INDICATED: � a � ' • `` ` • ° � 4. CONTINUOUS CONCRETE FOOIINGS ARE CENTERED BENEATH CONCRETE FOUNDATION �AT�' ��! 6 WALLS UNLESS NOTED OTHERWISE. _ �T.AFF:.�,.� � 5. CONCRETE FOUNDAl10N WALLS ARE 8" THICK AND CONIINUOUS FOOTINGS ARE 8" - - -� - 3 SCALE: 3" = 1'-0" THICK x 16" WIDE UNLESS NOTED OINERWISE. g� 6. FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS. DO NOT SCALE DRAWINGS. JOB # 0311 —OH - ` � _ � _ _ - _ — _ _ _ _ _ _ _ _ _ _ _____ _ _ , .- - � , , �- � - -- , ^ , , - ---�- --- _.....,�...�_ _-- - - ------ �-.___ __---�-��..�_ _ _- --- --- - ---_.___..�..._._.._. _.�__ ----___ _ _ --___ _ _--_- - ------- ---- - --- - -- - - - ��.....� � C�F R� �OT $• Ali Seasons Stairs ,JOB �0311-08 , D�SIGN CRITERIA:_ . Stair Live Load ------------------------------------100 psf $» UBC Edition ----------------------------------------�1997 107'-8 FOUNDATION D�SIGN: T.O.W. . a. Design of individual and continuous footings is based on an assumed (107'-2 O SIM.) � maximum ailowable bearing pressure of 2000 psf (dead load plus full live load). 107'-0 b. Foundation and retaining walis have been designed using an assumed .0. PAVERS laterai pressure of 45 pcf. • • (106'-6 � SIM.) c. Footings shall be piaced on the natural undisturbed soil, or compacted structural fill, below frost depth. • ' //'//',! • . ������o������ d. A representative of the geotechnical englneer shall verify soils conditions ���\a and t es durin excovation. �.. •, i�o� 106'-10 � •. 4 T.O.W. p� v o0 � YP 9 . ,�EINFORCED CONCRETE: , (106'-4 � StM.) N �N � � �� • � Z�tGt� � : ... a. Concrete design is based on the "Building Code Requirements for , d �---� Z � �Urnrn Reinforced Concrete (ACI 318-95). � � � - b. Structurai concrete shali have a minimum 28-day compressive � • ' � c • z r�� s treng t h o f 3 0 0 0 psi. � ; �—E X S T G. T I M B E R W A L L � � �W� c. Concrete shall be proportioned using Type I-I I su i fa te-�es is tan t cemen t. . � . #5 s C O N T. H O R I Z. 1 1 2"x12"x4'-0 WELDED ' •: •'a. � 16" O.C. i i � S I M. Z C � o¢ A d m i x t u r e s c o n t a i n i n g c h i o r i d e s a l t s s hall not be used. / ;� ,� , � Q •L o�M� d. C o l d w e a t h e r c o n c r e t i n g p r o c e d u r e s s h a l l b e p r o v i d e d p s r e c o m m e n de d B A R T R E A D S (M c N I C H O L S � 4 4. in the ACI Manuai of Concrete Practice. TYPE B OR EQUIV.) � � ~ � �3� e. Expansion bo l ts s ha l l be loca te d a t a minimum o f 6 b o l t d i a m e t e r s I � ' ' J ' � SLOPES � c from concrete edge and spaced at 10 bolt diameters unless noted I � ' • :° " � • ; � T.O.W. Z o► otherwise. f. Ali ex osed ed es and corners shall be chamfered 3 4". . ' • •. � � � P e covera e for reinforcin steel ACI 318-95� � '� #5's VE RT. � 16" O.C. ; • 1 1/2"x12"x�4'-0 WELDED , � U n1�M� g. Concret . n 1. Concrete cast against and pe�manently exposed to ear t h 3" � : • ;• BAR TREADS (McNICH�LS '• , ' p �n���- 2. Concrete exposed to earth or weother : � ' s. �i�i�'�%�� ••_ T Y P E 8 O R E Q U I V.) 4 �'�� � � � `*0 0 0,c, � �O'��qj���Q/,0,� • a , ; ��/4� d�a�' ,� X p st st A. #5 b a r a n d s m a l l e r 1 1/2" 1'-0"• ' ' ��'4�i��G �'• '.. • ����'� v v B. 6 throu h 18 bar 2 � #5 D W L S x � `� ,�. � �� °��o ���� � m r,.. �� 2" M I N. � o� : . � � ' �`° � o x # 9 � , 3. Concrete not exposed to wea t her or in con tac t w l t h groun d: I � 1 6" O.C. ' . S l a b s w a l i s o i s t s 1 1 b a r a n d s m a l l e r) 3/4" 6, „ _:a a �� i � .; o Q��a � A � � ) �# M = � = t• �� N � ATTACH 7READS PER . � � N °"�"" . B. Beams, columns � 1/2 � co ' 6 • . 101 -2 �. .d� SECTION 3/S1, TYP. ` w » � '' 9 � ' ` ' }j�INFORCIj�.G STEE : ' T'�'W' #' ' • ' • ' ' ' ' ' ' �" ' 2 - 5's CONT. HORIZ. • ' . � ' • .. i ' I EXTEND (2�-�5 BO7. BARS' • ; � � # � 2'-0 PAST STEP • TOP & BOT. • • • ��i �� ' i a. Detailing, fabrication and placement of reinforcing steel shall be in � � �' ��������� ������ ' � � occo�dance with the B.GI Manual of ('oncrete Practice. � � — � fi � � � � � � � � � � — — — — — — ��`4�,� ������, • • � ' 100'-2 �• • ���,a��� �������� � b ce t where otherwise noted on the drawings, reinforcing bars shall 100'-0 , • \�/\f . Ex p ' � T.O.F. • . . �i�� ��a�. • #5's VERT. O 16" O.C. conform to ASTM Specification A615-79 and shall be grade 60 except T.O. PAVERS I . ' � (99'-8 O SIM.) • , , ties field bent bars where permitted by note on plan� or bars to be 2'-0" MIN. • •�' � � � � ` , � . • welded� which shall be grade 40. �ii������i���i� � • c. At splices in concrete� lap bars 36 diameters. Do not weld or use i�� . $� » °' . . \�\� I #5 DWLS x � mechanica) splicing devices unless speci�caily approved by engineer. ��i�� � , d. At corners� make horizontal bars continuous or provide corner bars , o #5's CONT. HORIZ. ' � 16~ �•�• N to matah horizontal steel. Ar�und openings and steps •in� cancrete� I ��_4� ,�� �.: .� O 16" O.C. ••�' �� provlds (2)-#5 bara extend(ng 2 -0 beyond edge of opening or step. ' '4 � ' � �~ � d reinforcro steel a minimum of 24' through cold joints. Unless (2)-#5's VERT. R�EM NDER OF REINF. STEEL _ e. Exten g specificaily located on plan or details, coordinate cold joint locations AT WALL STEP � NOT SHOWN, REF. SECT. 1/S1 ' � (2) #5's CONT. HORIZ. , � with engineer. I � ' TOP & BOT. f. Metrfc bar size conversion table: � E I lNCH-POUNO • • , •• • T.O.F. '' SEE PLAN � M_.J�?�. 3 � ' x , •• � �o # • � . , #�.3 �4 I \ � � • d w • � � •.. �19 �g 96'-8 / � � #22 #7 T.O.F. 4. 8� 4N 4» 8. � T/1 � #25 #8 \ � �,! 1 #29 #9 . � #32 #10 � � 1'-4" 1'-4" #36 #>> ' � ' � � . BACKF LLtNG: a. Concurrent backfilling of each side of retaining walls to final grades as 2 SCALE• 3 4" = 1'-0" � � uired unless tem orar shorin is SCALE• 3 4" = 1'-0" � indicated on plan or section is req p y 9 installed. S� S� o b. Verify type of fill with soils engineer and structural engineer prior to � � backfilling. G�NERAL REQ 11R-M ►�TS: ' _ � " a. Structural erection and bracing: The structural drawings illustrate the ' T.O.W. - 106'-10 2 107'-0 � a � � T.O.F. = 100'-2 S� T.O. PAVERS completed structure with all elements in their finai positions, properiy ��i supported and braced. The Contractor, in the proper sequence. shail _ _ � �4 provide shoring and bracing as may be required during constn.iction to T.O.W. = 107'-8 , achieve the �nal completed structure. Contact the structural engineer T.O.F. = 100'-2 — � for consultation (not in contract) as required. � W ( � � � v l 6. Dimensions: Check ali dimensions against architectural drawings prior to construction. Do not scale drawings. , � I I c. Construction practices: General Cont�actor is responsible for means, methods, techniques, sequences and procedures for construction of � this project. Notify structural engineer of omissions or conflicts �-3 ( � 1 between the working drawtngs and existing conditions. Coordinate � I �- I S1 � requlrements for mechanical/electrica!/plumbing penetrations through structurol elements with structural engmeer. Jobsite safety is the sole responsib11ity of the contractor. All methods used for construction shall be in accordance with the latest edition of the UBC. o STEP STEP � � d. It is the responsibility of the contractor to contact the structural T.O.F T.O.F i� engineer at the approp�iate time to perform site observation visits. � Obse�vation visits to the jobsite by the engineer are for determinatton ���. � of general conformance with the construction documents and shall not ` be construed as inspection. S� I ' e. Though every effort Is made to provide a complete and clear set of s construction documents, discrepancies or omissions may occur. � I ( Release of these drawings anticipates�cooperation and continued 12�-��„ ' communication between the contractor, architect and engineer to. � � � provide the best possible structure. These drawings have been T.O.W. = 106'-4 _ _ _ STEP _ _ _ � '; prepared for the use of a qual,i�ed contractor experienced in the a ;. . • , , . , construction techniques and systems depicted. T.O.F. � 99'-8 � . , , • . _ . . , a ' ` ' . • . • � . ;••; ' , '' ° ; �o�'—a designed by ; a ••,. , � • ; 2 �- � 100'-0 T.O.W. = 101'-2 8« 4,_1,� 8� T.4. PAVERS drawn by MAB : . . : d • a , . s��`�, � � T.o.F. = ss —s , checked by ,• � T.O. PAVERS •' •• ' ° • , I — ' 5'-5" , . • � ' 106�-6 � issue .' ' ��•'.' �� ',.. ;a •;� 1 1 J2"x12"x4'-0 WELDED T.O. PAVERS — — — — — , • ., • . .'• • ��2°f BAR TREADS (McNICHOLS T.O.W. SLOPES S�P � a . , . • • ' �� TYPE 8 OR E�UIV.) T.O.F PERMIT 1�01103 . , . . . . �... T.o.w. _ ,o��_z J _ , ° . ' ''%.' ' °. x' T.O.F. = 99'-8 � p . �► T.O.W. _ 101 -2 d' ' •. ,. .�• ,• � . —0 6—0 T.O.F. 96—8 , . . . •. .�. . . A •�� , ' � •' a �' ' ': % �.�a ' �. ���� :� � � � F4 U N D A TI �N P LA N SCALE: , 4�� - , �-o�� . . � .4 . .; , . . . .: � , . ; , ° ' . �� 4 • •• (2)-3/s" � x 3" EXP. '� PLAN NOTES • " °•' ANCH. (OR INSIDE-TNREADED � �� ' ° '4 • � INSERTS W/ 3/8" � x 3" BOLTS) 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: NORTH �'�,. �'• • '. ' ; T.O.W.=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING • • •,• ,•.°. , . ' THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE ELEVAl10N AT THE ' ' � � � �a . �4 PARKING LOT, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. sheet • �' • ' • . , , WASHERS AS REQ�D FOR TIGHT FIT �• �a''' •� ' • +� ' •. '��. ,;, 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FfNDING ADEQUATE SOIL BEARING ' � • . •' a• ' °• • FACE OF CONCRETE WALL CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION (S REQUIRED. � ' � % °' . , • ••• ' ' . , , (BOTH SIDES OF STAIRS) Q ` �, . , , , � �• . 3. STEPS IN TOP OF CONCRETE WALL INDICATED: __� � �� . : � � • ° � �. • 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION • �'OWlV O� ioAi�. WALLS UNLESS NOTED OTHERWISE. D�SIG�! REV1�1N " � 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONIINUOUS FOOTINGS ARE 8" STAFr= /�PPROVAL � 3 SCALE: 3" = 1'-0" THICK x 16" WIDE UNLESS NOTED OTHERWISE. � s� 6. FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS. DO NOT SCALE DRAWINGS. �AT� '� 2� � JOB 0311 —OH �T.AI�F: �� �l � ` ._ _ _ ___ _ __ ' _ '_ _ _ _ _ _ l _ _ _ _ ;_ _ _ _ _ _. .. �__ _ . < . � ... .. _ _ _ F _ ,_ . , , - ' - - �\`, , � - � . . , y ' ' , �� _ - � � " _ � _ � - I i`�r . ` � � �,..r' � ' �, . � ; ` . `�y ' e i � —.� t�'` 1 r� ,�r r •�+..�.. . � /"t 'L ' `�.�3 .�.�r "��=� ,t r ' � + � ! _ �.'A '� a . \ ` , � � _ _�,,,,._,.,^,_._.�... _._�._. j.-�,,....� «,.....�.,.�..v-,-...,..,..____-.._.._ ..,_.....,__,�...�.n__-._....__,..__._._ _o.._ - , � ` - � .,...e_a.,......_ '� ""'°'°^'.,° -"`.p°"..�-°-�---y�.o....__._..-,.........,_..,,._r..,,._,_.�.,.a..___ _""'�.. . CT _."-...--.-...-..� - �-� `` _ , _ ��_._.__�___w_-� M�'--L'"-�, _ %�.t �C"1� � _ < < -- ._____. .� -----��- -.-... __ ---�,--� ti _,__ , .�.-.---.-�_:.� --�-------.�..__w _- A L�. S E fl S Q N S 4 - ----�-.�.__-- _� _ �' .SouTN w Esr � �'A RK�iNG L�T STA► t�s � �- � , . , - _. _ -- ._� - _ . _ _ ...... � .-_. , � _ _ , � _ � _ ' �cK �� - , . �� -�"��� - , � �. � t��+ . ��'.m"�..�W � . �� c . - _ �'own of Vaii � ` ' ' � ���� ���� , -- ' ` �� ������ � � � - . -�-r.....-,..,., , , � �' _ - ,,,,.,�°°'.. . . � j r,�1 1��(�t�}j� - � , � - , " , �------_. � �� - /--.� t - ~-°-�°"' � ��� � --��, Y - "-� . f� ,- , -. -�--_._.. ...---•---�``° ----- _ - � . � ,�.�►�' �� _ . � l 1 ' ,-�',,.,.._ _ - _ �.,,...-- � - _ _ / N x __ �..,.,,,...-----"�' .r , `�,*-,,�;+�,�,.,-�,+���#�����-�;_ � " � °� t ' �.�,�� p Lt- S�'�Sr�J�s P A RK�N rr a _ _ . _ - '�� .� ��:';� , _ ��� - � . � _ -- .. . � _� j-- S-fF}�tz RE�Jo uaT� or•s ' ! u, ~ � ` - _ , �. . �,s- '"` -. ,� ' ' ` . - � - � SCALE: p N�' APPROVED BY: DRAWN BY "�N' . _, � . � _ ' �. °r7���� - �"' - � - � ' � n � REVISED l�Q � , , , . ' ' _ � ' � $,.� . '��F�"���' - � - ._ DATE: L�� It't�Zon"1 �`- I , � - - � � �i'� �� � , - _ ; _ . . - . ,• '� � ,C`.�"��#�Ir�' � . ,_ - - �tt $E'14 S r�r�S Co�'DO m � ►a� ru.v r►�S + - - -, ,- ,v . - _ _ - , _ _ , . +� 3 y Ga RF C Rt-t���t��l�' - J�q-t L ,�.a ' . . . ° '. _ ` ' _, " . � � _ _ ° - DRAWINGNUMBER 1 ` - - . / a ' �� � _ n _. � � 5 '�.3 r�c� �-p RP Ei'c. i�a���w�e. 1�r�T A�t�� � -�-Z ' u x a� Mwr�ow No.�ooaM ar�nn�r. . - � .�, x - • y ,� . , . , . -,.., „ f 4 , .. �.� .. , . , _ . ,. x�q�� , ,. - i r - , f . _f; -� _ y a , _. ,. . ., _ �,�� ° . A ., - . . � � . ', r .- , . � f, . . -, . ,^ ' , . "r,3, ' ` ,' , ...t. r' �� , , , � , r � , � . � � " - . � " . � � � . . . . )Y _'.'„ \ � , ` � , , - ° ` , t � • , ' ., , .. � , - . � , , t� , * _ ' � .. . �. � � ♦ , , , ,�. - - ' " (r"' 1' ` ' j ` " , i , m3 ' ' �' � , , . - ; ' , F . _ � ' ,,.�_ - "q , - t , , , ` < " t � - � ' ,� ` ' �'i , L ' � , - � 1�e- i^ ' . i , # ' y : . - � , r � . - ' � . ,i ; 4 - . � t i. " `r ,. ' ` � �I� �; � . • �` , - ' � � e ' � � � . � � � . , . ` ' _ ' , � ` ' i . ' t .. � � ' — • � �� � . � ' � i ' � y ' _ ., ., i . Y �' � s z r e _ � � ` _F � ,k� � Y J � .. ' � ' i � � ' — � _ � , �� , � -. � � _ _ � , . ., . , . , _ . , b . , rt �a, � ,`� 4 -� ^ .�.,� .,,.t ; . ;, � . �-, � - �� ` � �, ' ; a- � � - � � � �` '. - - ,- , :� � `, ` ; � � ,� . � � ` y� _ � ; ,` � � � � `,. _� ' � ' ' ` ; � , ' � , � � � � � .h ��� � , , .� / ° t .. i .. ' , a r t r : � � e ` � ' ' t f 4 . � a 'A ' � i ' , k ' .� � i ` v' ' � a � ` ' �. ' ` � . � .. A �n' ♦ . ` . ^ � � ' r i 4 . r _ ' t � � � . " � � e � �. y . , a � � ., � �p i ( Y � � . � � � � . � . � 5 i t ' � ; 1 r. i 1° . � ' _ ' . r . i ' � ' I� � r � x y ; f� � t x > _ ,� x � � ,1� � f � � . � r e � . � i .. i . , � , a r �- � t ri ' � � � " � i ;{ _' ii' " p � ♦ � ` f v � F r�� � . � 54 rp) — � i . . � .. � y .� 1 1 I � _ , � I � � r � � � � � j�SIGN C IT RE IA: ' � � , � : - � ` ,� ;" . � _ n - � = ' �` � � " � � . � - t . �_ , � � � t � � � � ,.� � : . � _ � � . ; � ��� � � ° � . . , -' � _,.� - . , W � ,,, , ,; � � . � , � . ' � � , ' ` - � , - r , � � � , - • , ' - ' . - . - . - " , � � _ , , - , -_ � - , .. ��i , _ �, , , , ,� , ., r _ - � _ ` • �,, ' , s ,_ ;'��_ - � , � � � '_ � � • � .- ' ,� �� ' " ° � - � ` : � , , __ � .� -. .��, . ' s _ ` ;<' � ` , , ' � `" `, , ; � - - , . , �, �,�Ep� ��'�,�ti � , ; Stoir Live, Load ------------------.- -,= � -,=-------r---=-100��'psf- ` , ., , , �� , � � ; ' _ � �� , .- ; , - , � -, , � , ` � ,`'� ; � � ., ; , .� . . : `;., ` , � � ,8" . � - , � t. , . , . z � , , . ' ' , , ,, ' - - � �y1,� ��� � UBC` Edition --------------------- ---,--__------1997 s , � � . , � , � _ � r > > � , > � � � ' � -, � ` , r --, , ' � . ; , , � , . � . ", , „ , - : , , u, , � , � . , � • . � � ' t .. ] ` � � � i . i J ' � �� ., r � � , ' . E ' � — . , � �, �� � Y Ti � v �:� !� + � ` , � ' „ � , . . . � a . , t .� - � ° , . , � . - � y , . �'� � , � " � _ , , ' . � eR� •J ' ' � ! EOU.N�f�TION DES�GN: � , - "' _ < -� , , � � � . � � � •� � , � -� , - 1 . � ;. ' �_' � ; - � , � , '.� :, , � , `� �; , ,`' �' -;`����� �� � _ , �.; , ; , s `v : ��� � 107'--8 � , , , , ., k : . _ - , _ , _ � 07; o:> M s Q .`i , ' 6.%� N o � , . . m � . , .. - - � , _ , . , , , � „ � �� . , , , , . � , - ,; , -� �� , � �. �, �T.o.w.i=� , _ � � , . , n : � � ' ` • , r , , - . , , , r , _ - � I � � � � dp .�lY� • - , � a. � Design of i�dividual and continuous footi gs is based on aan� assumed � ' , , s - � ° .` ` � . � ', � , , � , " - � � - - - . -, ' � , , . - ` , i ` � � " • . � ` � � ° � � '' � �,; ` y��1Q7'=2,� 51M.)� : , ' . " , _ � ; � ^ . r ' - , , � � y '••.,..,,••� . � , � � maximum aUowabi� bevrin� ressure of �00 sf �lead load us�'full ` - ` ' _ ' ° . ` r � ` � � � ' � �, ' ` `� ' _ � � � , , _ ��` - " � � � ` „ � 1� � ' . . � _ � � - ` - � ' ' �: • ` ° � � , ` , � � ��>�� , . �`� PR� - ' 9 P , P C P� , � � � ,� � ,� � . ° - _ � . - � � - �� � � �� � . - z .. . � , � ', ,_ � , , � , „ , � , � �, � � , _ live load). �` � -� ` " �" ' � � �� � ' ' _ ' _�, ; � :� . .� _ � � ` ' � � _ ' . ' � ` ' - ` � ' � " ', , � ` � � � � . , � , ,r� .. � ; , - ,� � . . � � „ 1�Q7'=0�� � , , , , ' ', , , , _ . , , , ; � _ b. - Foundation and r�taning w��l� have bee designed using an assu�ried , , �; v _ , , , , , , , s t ' , _ � ? t � , �'• p, p;pyE�$ , . � lateral re'ssure �f 45 cf. �� � . , . , ; , , , � ^ - ' , ' , - ; _ �, , a , , _� .._ ` � � l ' � _ � , ., � � . _ . � P P ` ° F: ^ F� f._ _ � �' a,,, . _ - _ , ` j .. ' , , , r "' ':' �. - , � ` �` �. r (106',��fi° ��SIM.), �, , , � ' , c. ' Footin s shall'' be' loced an the naturol° ndi�turbed s4il�ria� com acted . .� - . � �, , �t, � , � , < . , ' � � � � ° _ -_: , . � . � , , _ `# � �A �, , � . - , _ � ; < < < , �, .. , CO[JT; 2 ,�"fOR s� STEEL' _ � 9, ',P r . P , . ,, . , , � , , _ _ - r . . . . . � - � �.c�.,��. . , __ . - z , , , , t . , st�uctural fill;� below frost de th. , � � - ° �, , , ' ,. ' � ° - � � , , � , < _ � '�' �� . ' ;3 = , ,` . . ., .- , � , , �_ °� s° , �, . '= i�ii�i�'�� ' , �' � ' ` �� , � , ' � � TUBE OR. P(PE,'HANDRAIL - , , • , , � P • . � � � �, . � - �� , , � � , ,` t ';`:., � �., r ti < <.. . , {�" � . � � ����• . ,. � , _ , � - . : � _ , , , , � , - , d. A �eprese�tQtivQ af the geotechnical `er� ineer shall 'verify'soils 'conditjons � �- ,a , � , � � , a , e � , � , � ,. ° _, , ;, � • � , ��„ � ,1 -0 � �. . . � , , , � oi�r� � _ - , . , , , , , , , � � E - ' a d t `es�d rin excavation. , � ` ' : � , - : � _ � � . , . - ,�. � _ , , - , � , { � . , � , �'` . , � . ' " _' , r ' _ , , , .. � ,,, �, K ,' � : . _ �' 1�6'--10, , . - � ' . , . , . ', � ., , r � � n yp u g � . _ � , , ,. �� � _ , - , - , ,,.. • � � . . '• `4� �i ��,� r T.O.W,; � ` � ' � - , , � �, . p� v°o , , � . � ✓,- - � . ��, ,� , . . . ` ` ' , � a�, � - ` � � . � � 'i _ � ' , . r - - E� _ `,� ,1�'1/2"x12°x4'=Q WELDEQ , - , ' R - ,' _ ._ < < � ; ; . , � - r� (�Of�r-�4 �►, SIM.) ' - � ~ ,� , ' 3��4" �, STEEL TLJBE ` , . ' 'u� � o � E�Fa c�EO co1�.�I3ETE: _ , - - � � , , � � _ - . , . � ` , � � a . . , . � . _ , � � . , , , - , . _ . , , � ':. , _ . BAR TREADS �McNI�GHQLS,� , „ , - � - � h _ : � � , � , _ , , . , � � � BAU.USTERS, � 4'3/4�_ = � z a°o co co t e " u'di Cad uire ts for�" �, . , . _ ` , ,. -� _ , , _ ' , �, . ' < < � � �4�i a . , ' i �� � TYRE 8 �OR, �4lJIV.��- ` _ ' f , � .ia � ';,-', �° _ - , ; � � � _ ,," , , . �s. � , '� , _ �, ' °,j � . ,� - > , , � � O.C. WELDED T0,TOP- � U � 'Q o a°o a°o � � , a. Concrete design is based on h B U g � �Req men , , , • ( , - ' . . - ,, _ , , , , _ , , ; , , . ` _ - a , , , F . , _ - ` , . LL , ; '` _ , �--- _ 3� , Reinforced Concre#e" (ACI 318 95�. � � , . � ,• , . ._ � , . , ;�. , _ ,° _ � � . ".; a _ . ,� � , _ � ._ � '� _ �tAIL AND TO CONT. I� � i ; , Z �� w � °'°i �' b. , Struc#ural concret� shall hqve .a minlmu 28-day compressive ,� , � � � ' =� , , „ ' , �'� • '- � ` , � _ � ,`.� � � ,. � ' � • , ` '� ' �, � . ' � , � � , �,' ` , . , . .. ' � � _ ' � � T - - ; � , , ' `', , . . . � � � ', � ; � i ,� �z z n n � - � ' � strength af ��OC14°psi. � „ , . , }� ' , . . . , . t , -, , , a , x . , , � , .. � � � _ , ° ' , - ,� _ � ` _.- r - °` � , ' .�;� �� � �` � ,. - ,-, _ - , ° • " � � � � i , , ' ` . � , � � ;�_, ' � � �°.rn rn � � c. Concrete shall�be proportioned usinc�' T e .I-II sulfate-resistant rcement,' . ' ' � ", ; ' , .� � '° t „: ° ° • . " � ' � ° - ` �,� � � , ;' r • `�5's GONT._H4�IZ. � . , , , � ' �, , , � � , EXSTG. TIMBER WALL W , _ . _ . , _ , , . _ � . � � � , , _ ` . , r . _ _ , . , - , _ � , , i � � S I M. 'Z c' . a'�o 0 Admixtures containing chloride salts.sha 1 not be used. . , _ � , , F ' , , , . , , , � , � , � . , ' - . � �� , , -' _^ •: 4, � , , �� 16;" Q.�C. _ � � , , - , �, . CONT. f� 1��}" x 4" W/ , � , _ Q 'L ��� � d. Cold weather concreting procedures shaU be prQuided as recommended, ' ; ; , ° , _ ; , ` � � � � ` ' ,-" , � . _ * . , . _ y , � 4 't : , _ " '� , , " . ,� `,' � � � �� � � , r � ���, , . 1/2 � x 4 EXP. ANCH. � � t- � _ , � , in the AC� Man�,pl of Concre�e Practice. ,, , , , , , f - , �, , _ , �, , „ , � „ , , . . 2 � , i 'of� o t i mete s � - _ _ , � , < < , , x,�-� � , ��, � _ , �.° � � - . , _ , - - , � � _, � � 4" O.C. ' � � -� a� , e. Exp4nsion bolts shall be tocated ot a m n mum�� 6 b I d a r , , . , , . , � � , , ,_ y ' , , , � , , } . , � ' SLOPES � � from concrete edge and spaced �d,k 10 olt �diameters unless;noted , � � , � � � . - �� ° � , � , , � �, . � , �� . - ; _ � , '�'� ' � ;a ,`�� - � , � _ ' ° � � „ , � � ' , �; ' , � . , � � � T.O.W. ' Z �irn, otherwise. � . - � � � ' � _ , , EXTEND AND RETURN END - . , . . , "'�. ' , , . _ , . ` , ,� , . , _. , . , � , , , ., , ' ., , r , �' , , � , ' , c , e �4" ` ' � _ QF�TOP RAII. PER CODE, ° ' , a - .'� ,,;, -"� _ � . , , "; " ,f, � ; �°� � � ,> , ��r= ,, . ,v° , , � . G ` � „- ._ � ° � ; � � , N ao rn n f. All exposed edge� 'and corners shall, be hamf red 3 , � , . � r , , , � , , , . , � � , � 1 1�2 x12 x4 0 WELDED , - U ,�M ' g. Concrete coverage� for reinforcing steel (•,ACI 318-95�a � _ � � _ , TYP. AT TdP A�1D' BOT. , - - • , ,i � - . , � �' t � , ��' .� � °� - . , _' _ , , #5's '1/ERT. ��`��° O.C.;' , � . � ' , � " BAR TREADS (McNICHOLS � e � ' � p . �i�°�' �- 1. Concrete aast against and ermatiently exposed to earth 3 E , . ,, _ . � , - � , � , � � , � � , , �% •; _ �' � � 2. Concrete exposed to earth or ,we ther ; " : s_� . ��. _ . , , , ' , ,� , � ` � ` - . � � � _ , , > > ` '�� ' ` , , , , - , � ,; . � ��.��oi�i`��'i TYPE B OR EQWV.) � , �°o�������o,>� < < , �.rl• 'S �`Q���\\��� 4 i ��/\��\�/��� � 3 X�d' 'cF ' A• � #5,bar �and smaller� , ,� , � �" � � , _ , , - � � , � � f , � , ; . - - , � - �, _ - � - , � , � , . � � ., , �� . � . , _ 1 1 � � ,� ,� ;,-` ' ,, , � ' ��i,��i��� 4 � � � �,�i,���;i V p v rn rn , B. �6 through #18 bar� � - � 2" � „ r ' � � � � � �� " _ »� ��.: E E � - � ° � , ,� ' - .`. , � ` ' � , � , '' ` , �. � ` _ " ' ��� , � � �. " , � #5 D� S, x ui , _ � , . �� , , � _ � � ' INL '�`�° '° ' ��%y ' � 3 0° .�..�. � 3. Concrete not exposed to""weqther or in contact �rith ,g�ound: � � ; � ' - � � � � `1A 2 . � _ � ' � _ = , ' � - r � 1 . a - � ; _ ', , � , �" � , , _ , , �'` ° � , , , , , , ° ,''� , �o x ' A. Slabs walis oists 11 ba and smalfer ; ` 3 4'� <- � � � � , ' � ' � � . , , , - :` _ -� , ' , , . , _ � v , -. �� , ,a .� 16 4.C. N��, `' ° ' . �a . � 1 (# ) % , . , `"�, _ , ' , -�' , r � "� �� , , , , , .,i � � �-' °Q O�li B. Beams columns " � � 1 1 2" � s � � � ' � � r ` `� �� , , ' - � � . , _ , , < � .s� ' � ' ` � `°� � ' - - - - 6" .` ' ,` � , � , � • � , � � . , �, o ` f" , � � , � ��" < a ATTACH TREADS PER i � � �>•.••.• � . � , � 101 -2 � �� � _ , � � , ' _ � ., , _ � . , , � � _ � , � � rt ' � � �, � � . . � t _ � SECTION 3/St, TYP. � � „ � i � REINFO CING STEEL• . ' �� , , �� � ° ; � , T.O.W. � . , ' � r , �� � ; , �F"=_ �, r , � , � . � , ' � � _ _ , � t ��,. � ' . d � � _�� . , � ° � , , � � � � " . _ 1 - < < � _ , - � ' � . � - � '` � ' � .- � ' -� • . � � ' � EXTEND (2)-#5 �OT. BARS , ,.� , r _ , �� ;' (2� ��'s ��N�- HORIZ. ; � r , , ' � ' � , � ' . -� `- _ , _ . , � " ��'° , - � � � � � . . � - 2'-0 PAST S1EP � , � _ , , . , , � �_ , � � � � , � . , � a. Detailing, fabrication and placement of r jnforcing'steel shall be in ,, ` , , , , � _ ; i` ` _ � .. _ - ,�� � _ � :� _ , � �, ` , , TOP�& BOT , ' � �i`�i g o�� : � �_•� , ' " F t �����0\��•. .��//,(j%�/j% a 1 ,� , i � `� �/�/%%��/� �Qi�A V�\\ '�, - . �� ��.�. ,�� '�w� � ����� �w� �.r��.■ �rw� � �r � .�� �! � � .�� i t r , �, �jA�j�jA�j` . y i%�//��%� � accordance with the i , � � ' �_ - � � , , , , � _ _� . y t . : , � '�^ _ , . _ , ,. -100--Z . � .' �%�%,�� r `�,��,�, ' � b. Except where otherwise noted on the dr wings�� rei�forci�g bars shall � , '100'--0 �. , ' , _ .. ` , _ - ;• - - � � : � , _ _ s � � , ` � - - ; �� , , � � , ° , � . �, , � -�.0.�:- ' ' ' -„ , ` : ,� _ � � conform to ASTM`'S ecification` A615-79-and shall be g�ade,60'except � T.Q. PAVERS - _ � y ~ �, , ''� �' + . ,_ - ; � E , , , i , -, `` , r . , , � ��„ y • ' , , .l , , , , '. ,``i`� , ` yo' #5's VERT. � 16" O.C. ties, field bent ba�s where permitted by note on plcm, o�, bars� to be,. ` ' ' � ' ' � ' ! - � - � . , - + . �ao (99'--8 �=SIM.) . ; , ( � _ - - . , , ,' . � , . _ . . � ' � � � - � � .. ` � � �.,�, -' � ` �2'-�0"� M1N. � � = � �� � . ` , - - � ,` � - � , . *� . � � . • , � � � . � , � � �,/�, welded, which shall be grade 40. � ��, . , w -,v, . , . � � . � ' � � - , . - ' � a ` ' - .�� , r, . ;' ��`' � , - •���_ �- „ - � ° _ � ' _ � , - ' , � , � - _ ,' - ' � ` , " , _ _ ��1�\�/�\�/\�/\ '� � � a, e c. At splices•in cancrete� lap bars 36 diarr�,eters. Do not �weld ar•°use , , ' ' � ' ; ' �������� , „- . � , � � , , _ � F � � � , _ . '` • ., • , y � � �, ,� , - � ,. , . 4• � - r • r ✓ mechanical' splicing devices unless speci,ically approved by engineer.' - , r � ` ; ' � ���� ; , � ` " , � � � r � _ - '�' � � `r , � , ; , '' � ;� �" 4" - , a - ' , , ' , , _ � ; `f , _ ���� _ � _ � � , � , , .. , , , . r #5 DWLS x � � d. At corners, make ho�izontal bars contin�ous�or provtde corner. barS _ � - ,i,, - � � _ � ,�, -� � _ �_ _ ' . � , � ' , , � ' o #5 s CONT.' HORIZ. � 16° O.C. N Q � - � ' to match horizontal steel. Around open;ings and steps i�� concr�te, � � �" ; v , � -. � „ '`' , . ' ° ` , � , - ' , '` S � ' ' �- t � " � ' � ` ' Y � I � 16" O.C. _' , ' , � � rovide 2 - bars extendin 2'-0" be nd ed e of o ening ,o���step, , t � i , �' _ , , ' ' , ' ` - _ , .. �, .- ' .` '', � ,� I� , , ,' , ' , _ - y ° -,, ���4~ • ' , ` ' r , , , ' ' , , , � ' , ' . ` ,� „ � , � , P � ) #� 9 � 9 P _ � r . � _ __ ' � � _ ` , , � ,�l4�= ' ` ` , � _ . . , , , - � • , � ` „ •° �' 6 � �-' � e. Extend reinforcing steel a mi�timum of 2�4 through cold joints. Unless ' REMAINR�R QF REINF: �S7EEL'� � specifically�located on plan or details, c�ordinate ,cold joint,locatidns , , ' - � � � ,` ' , � � ' �� ' ;, �_ �, � , (2)-#5�s,1/ERT, �-----� � �� , �, ; � � , ' � a `� � F ` -,° . , � � , �� � , ' � • , Q ' " - with en ineer. - - - ° -- , , - � . , , , , = AT ,WALL°°51EP�: , � � � , , NOT SH�WN,, R�F:�S��T.'�f S'f ti , ` r , r k " '_ , ' , ° , � )-# � 2 5's CONT. HORIZ. � " f. Metric bar size conversion table: �- � � ' � `„ . _ ` ,' " ' ' � ; _ � - - �_ ` ._ ''. - e _ ' _ �, _ .� , , � ° � � � � - ° . � _� � � ' `��� . � � � '° , , r � �_ _ ' � . , , , , �� `, , , TOP & BOT. � - � � , ���'`/�- , � _ ' .- ' > � � � , � _ , � � ` � � '�� . � , , _ � � , � , _ _ � � , _ � _ . � , ` r . � �' _ � � � � ,� � . �"� ' ; ` � , , � - • ° � � �� SEE PLAN � 1�.�.i�.� ; t ' ` I 3 � ��� #3 _ , � , , . � , , -_ � , � � ° t _ ,� `,� � -` �� ',° n' �s, � � ..` F "`_ � - � 'r , , ��� , � � � �� , , , , , . , , . . T.O.F. � #13 #4 � ' ' � r , � , , � �, , ` ' , v - , . � , A \ ��� . _ - _� ' - , . , . , '' , . ' ` ' , ' ' , � , � ' ` . - °° � • - ' � 5 -f ,� r �� � << > , _ � �.� _ � . . � , � a A� � . � ,� � � ��� � _ . "� � �. ,� �< < 96 --8 ' _, ,' � , �. ' � ` � . , , � � _ �. ,� - , ' � . - , , - .- _ . - , , , �, _ � #22 , _ #� , , , y�T.o.F. , _ . : , � _ _ � , - , , � � r _ , , � � , � � � � � , - � , , , '" , - _ :�,�• .�� � � � , , #25 #8 , • � � _, � � �, _ � , ' , � r � , � , r _ } • �`� r � � , . , ; .� , A 8�� � � ,a� 4- o , zs , � - . � _ r - � � _ �,��� t _� � ti , . << < �,�� � , t „ , ;__ . � . . _ . - ���, � . . . � . � , _ � � � � . . . . � _ , � , � � � , # �. � , < < a . , . , _ . . � , . � � � _� � . . � � . . � � �_ . , . . . � � , _ , . 4 . � � > > > , a � � - #32 #10 . . _.. , , . , s_ � ' � . , ° � - � � , � � _ � � ' , , R, -' _ , . _ - , ��_ ; � � � _ ,' ; - - - - . � . ; , � � 1 -4 ,, - s 1 -4 � - � #36 � , � #» r • � � � � e , `, � -, � ' ' _ , ` ' - , , , ,_ , ti s , �_ , , � , , ° ,�, � r ° � � ��� � � � - -, , t, - ' ,, `, , „ " � � � ` ' � ; � r , � , _ ' �� , � �ACKFILLING� � , . � < < � . _ . �`a � , , , , s, , <s , , , � . , � ' „ , , , , . . � , � � �� � � , „ ,� < < , .. .. � � '�' � . � � � � � � �, ' ' _ , ,� . , , � � _ ' � , , , ,° „ � , � � - r , � , , � -� , , _ '' � � � , � , , . � , -„ ..f � , , , , � , , � , , _ , � � , _ • ., � � � � , . ,� � , , r , , � � ' � � , � �.. r � , " ` � � , ti� � x. �; , � , , r � y � . < <_ � � � � � , , - � , � , ._ , � , � � rr s t�� , � ' , � • _ � » _ �_ " � � �,� a. Concurrent backfilling of each side of re aning walls to f��ol ,grad�s� as � 2 , . _ � , � _ ,, ; , . , , . . , . _ , , , , _ _ , � . _ � � � ; indicated on plan or section is requir�d' u�less temporary shQring is , , _ ` , , , - n , ' ' , , , ` , ` ,- , ` , ' < . , , ` . y . ', L , , . - ri SCALE: - 3 L 4 ` i 1 --0 , , x ' j _ , SCALE. 3 4 1 0 a ' � installed. � ' , , , , � -� S1� ' , i . ; � . - �' , �- � , . , .. � ,. , „ , � j _ ; , �,_,, ; , $, , �5 - . , , - , ', S1 , , Q ; .� b. � Verify type of fll with soils erlqineer an structura� �engineer priot^'to , � � � ', r , , ' . ` - � , , � , , _ , � - -� ' , " ' _ -� � r • � � , , , - , , � x , ,` `'-' r � _ ! � . � - ,� - � • �, . � - . ' , ' � � � ' ` � r' ` . � ° , _ ' � � backfilling. � , � -- , , � � � . _� � _ � ,. �5 � � - � - _ � J� _ - , , . � , � �, , � ' ��. � � � ° `, � ,_ ' ` � ' � `� � a -, -, �,� ' � � . ', � , � � ° � �- ' ' ' , � � , , , � - , , , � , � � , � - � ; , � . , , �,` � � -, ' - � � ., � � - �' � - � - _ , ,� � _ , � • � ' , _ °, ,� �- ` , -` , , ^ , - ` � � - . � ' � ' , " , . � , GENERAL RE(�UIREM�NTS� a ° '' � , ' w ° , � , , , . � -� ' a; , , � , , � �_ ' � - � , , , . �,' , , , , ' t ` , a �' . : , - , , _ „ ' ' e , � , , , , ' � , . ''' 1 , � _ , _ , . - - _ r , � , , `-' , _ ' � ., � � . _, ; � , _ - ., , ,� , . � . � � , , , , , , - _ _ ; ` _ - , ' ,_ .,.. . . ' ' ; , �. , '�T O.W.- = 106'-10 � 107'-0 � , � a. Structural erection.and�bracin The s ructural'�drawings'illu�t�ate- the` � , � . �� � t _ � , ,_ , � _ , � " � - _, � � • E • �� , ,_ �;���-� `� , ° � � _ �� , � � , . , , � , , � � - � � _ , - , � 9� , '_ , _ , �� °4�• � �' , , . . , _ ., , ��; , „- : ; , �T.O,F. - 1QQ'-2 �, , T.O, RAVERS � , � � completed struature with all elements i #heir�fi�al� positians, prop�rly. �� , � � ' � � � � , . � ; , � ' . � � ` ' � , . ', '` �. � � - _ , ' ' . - ' ' ' " ,- , _ ' , , ' , ` ' . ~ , ` �� ` - � � ' � � , _ , " ,� � ' , � � � � , , "� � . � , S1 _ T y , - ' su orted and braced. T�te Controctor, i� the� proper' sequencs;�shal�' _� � � �z _ � , `� � ��-� � ` � � . , ," . � � ' ' ` � , � _ . ` , ° ; . ' � � _ � � , � , , � � } � . , , � ; ' . ' , . , ` ; `' ' . ° J ��1 � , PP _ _ r , , a , � , � , _ , - . < , � � � �� ' ; ` - - � , � � ' , � � � ,� - � , r ' , , - ,� r , ,i � . , � � , , - . _ � = T.O.W. = 107'-8 ` '_ ' � � �+ � - provide'shoring artd b�acing as may be r"equired during conatruction' to , , , . , a' , , , . . ; , ,� ', _ - , . _ ' , , ` ,, ; , - � , � , , , �� . � , , , ' , . � , _ - t� � achieve"the 'final completed struciure. ontacfi tk�e '�tcuctyrat�'enQin�err , , �' , , , '� �,,, � _ ' E , , , , . , _, , . ,_ "�' _ _ ,, ��� � � T.O.F. 1A0'-2 �i � . fo� consultation (not in contract) as �e�uired. ' ,� � ' � ° � , ' ,. ' � �� _ � >t ' _ � „ ° , . , , -, - , , ; . _ - � , _ _' ` � ; , � ,',� . -� ' , � � - � �, , ' . � , , � �— --� � ` , � , b. Dimensions: Check all dimensions agair�st architecturol drawings prior � , , � � „ , , - < < ; , _ � � , , � , , � � n t _ , - , 1 , „ , -, , , y , , ' , , � , W _ � to construction. Do �ot scale drawingsa � � t - � , ` ` � , ' � , , , , ' - , , r: -, '. ` � y -" r ' , _ _ ' , ` - ; `-, ,` 4, -� " - ; , , � , ' , , {�6 . � {` _ ' ' __ �.. _ , � � a � �, - , , c. Construction practices: General Contrac�ta� is �esponsible for 'means,' , � _ _ �;' , � , , . , , �, �� _ , , � , , , . � A � ' , � ` ` � methods, techniques. sequences and prc�cedures-fior' construction �af � , ; ' � - . �'; , ` ' t . - , ` � a . � < , _ _ y . - , , � , , _ ., < _ _ , . � F , " , , � ° :� , , , , ` ; , � ` � , , � this project. � Notify structural engineer of olmissions or conflicts ° _ , . 4`„ � � t � `F � . ��, 3 I I � � � between the working drawings and existiing conditians ' Cao�dino�e; o ' � ' , � i ' _° � - `��°, � ` _ ' ` ° � _ � � � . a ' , ,,t � � - � ,; , ' - . , � , � �° , o I ( _ . ' � - � requlrements for mechanical�elec#rical� lum4ing� penetrations tkirough , � ;; , - � ' � , � �, _ � , � , � � . �'� ' � , ; J , . � � - , � � , - _ � � .�� - � y � � ' , ' , ' , _ � , , , ,' , , , , E-- S1 , stn.ictural eleme�ts with st�uctural engi eer. �Jobsite safety is 'the sol� � � , �. - � ' , . � � � , ° � ..'�. ° , , �``` . � , � , � � - - - ' ° ` , _ _� , , �, ` ` � ' - , , , - , , � ., l e 4' .I� � ; � , responsibility of the contractor. All me hods use�! fQr construction` , � . � � � ' ' °, k � � _ , . . , ,,, , � • � _ � � ` � - . � ; _ � � � . - `, � � ' ,�� � � � i °� � _ ; '' - � � . � ' � o � � - , shall be in accordance with'the latest dition of�the�UBC. � _ ` , ' � � ,� � ` � , ' � � , ' , , _ ` � _ ,` ," , ' , , ' , � � � � � � ,s , -� , , r , : , � z ' , �' , f , , o STEP , STEP j � � d. It is the responsibility of the contractor to�contqct th�� structural � � , _ . „ ' � ` , . '`, . � ` ' '� , . , , ,r _z , , 3 � '- , . , � � ; , � , 3 . _ _ °, , �, �,f ; '� . � , - , � , ,- � � T.O.F ,'� T.O.F ih . � engineer at the approp�iate time to per orm siteFobservation..'visits. � , . , �' , , � ' • , �� � ,. � , , , , , . _ � , . ' �' , � Observation visits�to the jobsite bY the engineer a�e for determinatior� > > � � � - e. ;�\`, _ ' - ' ` - � � t . � , y , , � , ' ' . , , r T , r , ' ,- tg��' � . ,� " , ` , . , � , � ' � ' , " ` ` � � � of general conformance with the conStr ction documsnts and`shall not � � � a. , � � � _ , �� . � _ � ° � , - � � • � _ , ��� � � � � � '�;z` ° ' � , � � � ;° � - � be construed as inspection.� � � _ � � �° , , , � , , < < , , � , , � _ � , , 51 _ , �' ' ' , , r ,'' � . , , , � � � ° � � � � < < , � e. ` Though every effort is made to provide complete and clsar set of - _ ' �, ' , � _ , ' , , - � , � � � ` ' > > , � � " � `'� ' , , - ' � , �� � �` > ; � , ° � ' ' � , , , ' � � � construction documents, discrepancies ar�omissio�s may ocaur. ' � , '� � _ � , � ,_ , � _ , _ , - � ,__ �- , . y � _ , , , � _ _ � , � � , r , � ' � , ° , , , ' i ,; ,. , � ( � � � Release of th�se drawings anticipates c operation and continusd � , � ` �_ ' , , � � , � < . � ° - , � r - , • � " � . - f '12'-10" - � , , , � io � � communication between the controctor, architec# and engineer to . � , , � _ ', � ' '. _° � � �� , , � � ` � ° r : , e �' ` � � : ' . , � � -� � ,_ � � , - � � � . - � , � � _ . � ` ,� „ , � - ' � ( � . _ � ' provide the best possible structure. Th se drawings have been - , � � _ - , , � _ � . , , �_ � � ' � _ , ; S'TEP w _ , `� � - _ � , � ` . . _ � , prepared for the use of a qualified contractor experienced in the . _ , . _ , , ' � � T.O.W. 106'=4 ,; � _,.. ,_,. , , , � � construction techniques and systems de icted. - � ' � , _ ' , �' - a .' ' '' ,� , � • . �, _ _ . > "_ , � _ ' � � , � � T.Q.F. = 99'-8 , r; _ > � -� _, , _ � � ,_ �� , F , . , ` � ` ` � ' '• � , ;� • � d� � ,a � ,-� � � ' ' ' , , ' .. ,,�, ' , � �� , , s - � � . , ' ° KRM � ; . � . � ,, � �� . . , , s � . , � , , �� , _ ; ; �oo'—o designed by � � � , < < ,�' _ , . , ., , . , _ � , , , � , , , ' ` _ T.O. PAVERS . M AB � � ' - � � � � - � � � ,: � � > _� ° • . � ,.• ' ., , , ` , . � - _ , , _ � -in ���io0'-�0 _ , -_ T.O.W. _ 101'-2 8� ,4�-1� 8» � drawn by _ s , . t , , -. , - ° . , .t. •�, - : . ,, : . 4� . . , . � - , , , , ,- , , _ . . z . _ � � . - �51 `�, t, ,� -v� �� �, �r ,;� � 7 T.O. �PAVERS , TO.F. 96'-8 s , checked b � � - � � � , , , . .',, , • , e, ,� ,. , � , � , , � ., , . - � � , - , � ' � 5` � ` , - � . , � _ � , � � �, y < < _ � ,_ M � Y � ° � � _ , - , - , ' � , ��`' a � , � < � ,� : � � , r '. � - � r , � � , � , � _,, , 106'-6 � � , , < < , - , . � ` � a � � � � 5 5 ° � _. _ issued ! � , ` , _ � �, � ' . � � • `''�. y° :�. -� ;_ _1* 1/2"x12"x4'-Q� III��L.DED -.,, � � ,. . T.p. PAVERS = j ' _ � : � ,'*` .' a ��'�2"f`„ ��AR� TREADS'�(McNICkiQLS . , , .' ' ,:, , , � � �T.O.W SLOPES �TQF ' � � _� ,-� . , ' , , , ` , PERMIT 12101�03 � , ; �� - { _ , , _ , °- , ; a •.* a^.n' ` ,a .. � ;rrP� 8'oR �E�u�v.) - _. , � � � � } � ,T.o.w. = 10��--2 '� � ,' � � ° � v ,�� a� ��� ' `- � � z� � T.o.w. — .1Q�l-2 t� , ` ° x ' " � , � REVISED 12 f 23 f 0� , � � � , � ' ' °~ , • •i d"a �i' , .,` � . ' - . T.O.�. = 9v9 —8 ` + ` � . r - , " � ,, " � ° ` � } t �� ` ' � ` '' .• . ,: �,.� „� � ` ` � ` , , _ ;�. . � , �` - , � , - . , , _ . � '-0" , - 6'-0" . � � T.L1.F. = 96 -8,,-��, � � ' � _ n � , ' ' , � ' ` � " „ •�A � . • �.. � �' � , ,.. �} ,s- ' � , , � .� 5 ' � , ` ,F' - � ' , ` _. , , , ` � ' � ' : , ' , ` __ 't ... , - � _- ., - , ,+ , . , _ , _ . , _ _ _ , � � � , ` , �.:. ,�_,4 , �; ` a �—+.,.-,-, _ ' �_ ` ;. r � . , , � , ti ` . � � , ' _ ,� ' _ ~ ' � � , . ' " � . : ' , ` ` , � , _, , � '. ' � � , < < , , _ -, � , , _ . g , + �s�l,, , - , , � '� , _ ' ` , � ` � � ' � � ' ; , � . , - � � � � _ � � � . �. - : a . - � , �. . � .v_ ,�� � , � , �y a� . .. , � . _ , - > > _ � . � _ . � F'C� l� N��D�ATI C�N P LAN ��A�E: � �.�� _ � ,_o„ � � } � � � � � _ ` � ' ` •=a� ' , '� ''0 . . ' -. . ' , ` � '° ', " . ; ,- ' - " � '�' , _ , < < , , _' a z�� � i , � ' � � ` ` , ,; ', - . , , , , > - , , - ' � � � � ' � � • . A n i a � � �' � -z���""3�8��� �X'.3p ��P. � � ` � ` - � � , � ' � ��AN' N�TE� - , " � � � ' � , � - ` � , � ; _ - . ' '• •:, .. - . . , ANCH. (OR INSIDE--THREADED � � ° , , - , _ ; - , , , - "� < _ ` " � � ' � " ' ' -, INS�RTSiW/ 3�8" � x 3"` BQLTS�� , � , . � v , ' , , 1.� ELEYATIONS QF CONCRE�'E FOUNDATION ELEMENTS�INDICATED ON PLAN THUS: NORTH � � ` , I ' ' .. , , - - � .�. ' ,;a, ". . '°r � ,, ' ' - � " , ' - . _ _ , , ' ' -, , �, ` ; t . , � , � , f � ,T;Q,YV;�TOP, OF ,GONCRETE WALL 'T O.F.�TQP OF CONCRETE FOOTING , - � . , � `� - - . . .°„ ; ° ' � , A.,, �4 = °' � � � , „ - � _ � � a ' . . - , • , � Tl-�ES� ELEVATIQNS R�LATE TO 100-0 AS �A REFERENCE EI.EVAl1QN AT THE � `�'��►}/� p� ��j� ; , , � , ' ' °; � � ' � � ` ���'� � •f � . ., � � � -WASHERS AS�REQ'D FQR �TIGHT FlT, � _ - " � ` � �- , _ � �� �. , - � " `� � ' _ � ; � , � �„� ` � ;`` _ ' RARKING LfJT; AND p0 NOT REFLECT ACTUAL SITE EI.EVATIONS. � � � � sh eet � � � , � � , � � � , j _ ° ; � , , � , �-� ', d•:' � ,�. w ' �, � , '',� , ` �, '�;.. , � - ; " ,_ '� � ' _ ', „ , � , , - , ,1 '� , _ E ' ; _ , �. , > >� ��� `. ; ^ , � , ; � � � � ' '�' � ' `�_ „2. TQP.�4F FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE� SOIL BEARING � � � ' � � . �' , � . • •'�" a� � �' • �� - � � � � FACE-OF CONCRET� �WALL ' � � ; °' � ` , ` � " � � � , � , <<�,� �� , � � � - � ' �r ` , . � ` �� � � " ' CQNqIT10NS"AT`THAT DEPTH: 'CONTACT ENGINEER IF OVEREXCAVA►TION IS �2EQUIRED. „ ' , � � � � : , � - � , r , � , ,,,� , . . • • . e ' . . � � ,'_ , �(QOTH"SII��S ;OF.STAIRS) _ _ ' ' , - ' . , ��- , ' ,- _. , , � , „ , `_, �_ ' . ° � � ` , ' � , � � , � � ' � . . , ' � � ` � a - - ' ' � ` - � � -�3,�S7EPS IN� TOP�OF CQNCRETE WALL INDICATED:� � � � � � - ° . - �� ° � ' n ' ` •„" ,' . . ,' _ z , ; .. ' � ' , , ' ' , � f , � , a , < < _ � � , t � ' , _ w , , ' , , � � _ ; � . � : � , ` � , � , , � � }` ° ` , , , � - � �, ' , , � � , - , 3 ' � 'r° -, - , " ° . ,� ,� � , ' „ - , " r , �- �' � " ' � � � � � , 4 `epNTINl10US�CONCRETE F�OTIt�GS ARE CENTERED 6EN�ATH CONCRETE FOUNDATION ., � . � ` � ." , �, ' - , � �. ' ' , � � ' - . ' ,_ _ � ;� . , , ' ; . . . , , , r " ', , , ,. � < < WALLS UNLESS NOlED OTHERWISE. � � , � ' ; ` � , - ,, ", t �� .� � � , I � � � ' , � ' � r � , �� ` �� ° ` ' , ° ,�' �- � r ' �• ' ' � ` , , � �� � �� � �- ' � . , �' , ` � ° , ,� , ' -' � ° , � , � , 5.' CON�RETE FQUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE .8" � ' � �� , ` , ' � 3, x ' � , , , , � - , _,. , �.SCAt�E: 3��- � ���`Q�. � . ' _ _, ` ,,. � . . < < } , , � ' � t , � � THICK;`x'16" ,WIDE UNLESS NOTED OTHERWISE., , ' , _ �� �, ' • � � r � " . �l " — .'' � ^ l r ti .. Y . � ^a i r ' .. � � � . r }i' � � • � � t ' �, � � � � _ • i � r 4 a � .. . „ � a , , < � -� , , . Sl , � ` , _ '� �, � � � � _� - - � . _ , � ,� ' _- . , � _ _ � , � .�� < - F , r , � , y , � M - 6. FIEL�1_1lERIFY, A�L 'DIMENSIONS ,AND ELE�ATIONS.• DO NOT SCALE DRAWINGS. � , ` JOB # OJ�� � —' � ' - � , � � _ - ' _ < < � � , �, ' � , ' ` � m ' � _ '� , � �� , �., . � �. � °`, ; � , � , � _ , - a : ` , ` � �'_ �, , � � ` - _' ' , . � _, - � , � - �� , - � ; , " , _ , , , ' , ' , , , ' ' , ' ` x` �- ` � ° � . . _ o . - "� ` � , � , . � ��� - � r _ � ' � , ' � s - � � . ' , � , ` � ` t '; ' � " - :i . � � ` - , � � _ � ��6 ` � ' ' � i r r i i � i r . , , t A . i ` - � • i ! � � . � � I � r F 1 ° i 'a^_._. `r oY!M`� ,t�� �h _ � _...... .i� , i. �....�. _rr� .. �.. � rs� � ; ' , �i — __ _— _ _ _ _ ' _ _ _ _ `—._ _ _ __ �_ __ _ `_— _—_ __ _ _ — __--_-a �. — . - .0.u._...c��i41� . .�tx..�., �r.�. '�� �� s^'.'� _ .' . . ,..".`-'� T-�._ i