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� STAi�IP:
<br /> CL SUPPORT CL SUPPORT CL SUPPORT
<br /> �
<br /> I � � �AV D S
<br /> I L �
<br /> TENDON SHALL ��'��'o� W'S�I�����
<br /> TENDON SHALL REMAIN STRAIGHT � �� � ��
<br /> REMAIN STRAIGHT � ,
<br /> 1'-3�� 33253
<br /> 1'-3" PROVIDE �4 x 3'-0" TOP AND BOT OF o�, UCTU� �
<br /> ADDED TENDONS ADDED TENDON ANCHOR �0� sTR �ti �'
<br /> � (SEE PLANS) � �sS10NAL ��l .
<br /> � � � � w�
<br /> �, NOTES:
<br /> , 1. BOTTOM BARS AND STUD RAILS ARE NOT SHO'NN FOR ['ROJECT:
<br /> `� `� GLARI I Y. \
<br /> � � w w _ 2. SEE PLAN FOR TOP AND BOTTOM SLAB BARS. � ESF F1�CILITI�,S
<br /> TENDON DIM FROM BOTTOM OF 1 6 �, 1 6 , 3. PROVIDE (2) �7 SUPP�RT BARS AT BANDED TENDONS. MAX � � ���AIL
<br /> �� STR. PRO;FILE OF SPACING 3'-S". USE �4 SUF'PORT BARS AT 3'-6" OC
<br /> SLAB HIGH AND LOW POINTS TENDO�JS AT BAND AWAY FROM COLUMNS AT BANDED TENDONS.
<br /> ARE NOTED ON PLANS. DIM
<br /> WALL, COL OR BEAM SHOWN ARE TO CG OF TENDON ' I ' 4. PROVIDE �4 CONTINUOUS SUPPORT BARS AT 48" OC AT E���E�
<br /> AS INDICATED ON PLANS COL PER PLAN WHERE � ; DISTRIBUTED TENDONS.
<br /> , (TYPICAL) CONTINUES ABOVE FLOOR. —'— 650=k EVEEZGREEN WAY
<br /> �� 2 STRANDS (MIN) TO PASS EVEEZE�IT, W�1 98203
<br /> SEE PLANS FOR � ��� DIRECTLY OVER COLUMN IN � '
<br /> REINF AND PRESTRESS � EACN DIRECTfON ��
<br /> CANTILEVERED SLA� � �
<br /> EXTERIOR SUPPORT INTERIOR SPAN INTERiOR SUPPORT INTERIOR SPAN o00 0'0 000 � � P1�Z1�N �
<br /> � � �
<br /> � NOTES: � � � 1 1��OCI����
<br /> � 1. SEE PLANS FOR TENDON LAYOUT. � � �RCHITECTS� INC.
<br /> 2. TENDON LOW POINTS ARE MIDWAY BETWEEN HIGH POINTS, UNLESS NOTED OTHERWISE. COL CJ SHALL BE AT SLAB
<br /> 3. TENDON LOW POINTS AT EXTERIOR SPANS ARE LOCATED 0.4xL FROM CL OF EXTERIOR SUPPORTS. SOFFIT. COL OVERPOURS SEE COL SCHED �
<br /> 4. DRAPE TENDON IN PARABOLIC PROFILE BEfWEEN LOW AND HIGH POINTS. SHALL BE REMOVED DOWN TO FOR REINF 2000 - ll6'Ill-1 AVLN�[E NE
<br /> 5. DROP PANELS, WHERE THEY OCCUR, ARE NOT SHOWN FOR CLARITY. SLAB SOF�IT SUITE '� �
<br />� � � BELLEV�IF, WA 9800� ��
<br /> � �2�.637.083 t �
<br /> �
<br /> SEE SCHED � Ff\X.637.1878
<br /> � � NOTE:
<br /> TYPICAL SLA� COLUMN INTERSECTI�N � '' ������c�"���c�.
<br /> TYPaCAL POST—TENSION TENQON LAYOUT � „ , „ � ��„� ,�,D� �,��„�
<br /> SCALE: 1/4" = 1 '-0" SCALE: 3/4 = 1 -0 IAECHANICAI� PLU�I�ING,
<br /> Ei�C1RICALo AND F1RE
<br /> � PRO�C710RI� S`FIALL � U� IN
<br /> �. COL OR WALL � C0� � ��N��E 1F) �IlEC�l1R� �
<br /> � � CONIRAGTOR SHALI. VE1dIFY AND
<br /> 2'-0" 3'-0" SEE PLAN 1:6 MAX 3'-6" � (:Q�DIPIA�E QI�ENSIONS ��iG
<br /> L/5 STRAIGHT MILD REINF TO BE DISTRIBUTED �� 11L1 DRAWIN�.S. AtdY C�ION
<br /> D�St�AfdqES, CONTRADI S,
<br /> WITHIN THE DIMENSION LWES 1.5H W 1.5H � �Il��IS �IALL �
<br /> EACH WAY MILD REINF TO BE DISTRIBUTED REPOR7ED TO 1HE ARt�°IiTECT F�
<br /> NJITHIN THE DIMENSION LINES n� �� � �G
<br /> ,,,,,,,,, „ �,,,,,,,,, ,,,,„ „,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,, ,,,,,,, �Z}i OR F CA1l�+i �
<br /> � DISTRIBUTED TENDONS �, TOP REINF PER PLAN EACH WAY
<br /> ,„,; , „ ,,,,,,,�,,,,,,,,,,,,,,,,,,,,,,,,,, (6T OR 48" OC MAX 1HE I1D�(S) iN �1E5"il�+l.
<br /> \ 2. NOT A FUIi �� DRA�NG U�l.ESS
<br /> SPACING TYPICAL) REINF I— � DISTRIBUTED TENDONS O PRINTED OPI 24� x 36" SFIEE7. IF
<br /> �iii iiiiiii�i iii. ;ii iiii, �iiiiiiiiii�iiii ,ii iii ;iiiiii I�iiiiiiiiiiiii�i��ii� N �
<br /> �� COLUMN � ���� ������ ���������������� �������������=���������������������- � (SEE PLAN) TYPICAL MILD REINF� � (6T OR 48" OC MAX 1HIS �IEET IS NOT 24' x �°
<br /> w STAGGER EACH WAY 12�� SPACING TYPICAL) 1HEN IT 1S NOT TO SCALE. �
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<br /> � o #4 AT 12" OC � "'
<br /> � � � �i�iiiiiiiiii;iiii�i�ii�iiiii �..�.. � ...iiiiiiii,iiiiiii. J � � � .
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<br /> � o � o WHERE THREE OR MORE SINGLE � f� ,, ,,.� �,, , �,,� ,.-,� ,„�,�,��,�,(,,��,,,,,� � - - � � - � �— 3° OC TYPICAL (WHERE SLAB IS 8" THICK `�
<br /> W � m CONDUIT OCCUR, PROVIDE REINF � i " z � � , OR LESS, USE 8" OC AND TURN ANCHORS 90°) �
<br /> � � ���,� � ��,����������������� ��. ������; „�;��, ¢
<br /> Q o c�i� FOR CONDUIT GROUP. (3� CONDUIT I m � __ � OR AS REQUIRED BY THE POST-TENSIONING r -- �
<br /> o � MAX IN EACH GROUP ,,,,,,,,,,,,, , ,,,,,,,,,, ,,,, ,,;,,,,,,,,,,,,,,,,,,,,,,,, , ,,,,,,,, ,, ,,, ,,, SYSTEM � .
<br /> J ___ __...__-_.-_
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<br /> � �
<br /> W
<br /> �. � � � � � � � iiii iii:ii�iii .iiiiiiiiii, �ii i� iii;i iiii,�iiiiiiii i iiiiiiiiiiii iii i v iiiii. _ .
<br /> _ °- '-� �� RE�'I�ION�: D�\TC-
<br /> " � EXTEND NEGATfVE � �
<br /> � , ,�,,,,,, ,,,,,,;,,,, ,,,,. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, BANDED TENDONS (4 PER
<br /> , MOMENT REINFORCEMENT _ -
<br /> �� PAST DEADEND ANCHORS � ����� ���������� �-, ,,�,,,,�„ � ,,,,, ,,,,, ,,,,,,,,,,,,��„�-�-������� BUNDLE TYPICAL) —A MINIMUM OF (3) TENDONS AT SLAB MILD TOP REINF 12" OC MAX � � � �
<br /> �
<br /> CONDUIT 1'-0" 1'-0" H/6 DIA 2 5 TDNDONS RONLYL TO DISTRIBUTED BANDED BUNDOE TYPICA) (TYP PER PLAN)
<br /> � ) � WIDE SHALLOW PT � CITY UPDATES 10 13 17
<br /> DIA MIN MAX (TYP)
<br /> NOTES: �
<br /> BEAM, WHERE I I6" NOTES: 1. A MINIMUM OF 2 TENDONS TO `�
<br /> OCCURS (SEE PLAN) '�`- 1. A MINIMUM OF 2 TENDONS TO
<br /> NOTES: PASS DIRECTLY OVER COLUMN
<br /> PASS DIRECTLY OVER COLUMN
<br /> NOTES: 1. TRANSVERSE PRESTRESS AND MILD REINF NOT SHOWN FOR CLARITY EACH WAY. EACH WAY. �
<br /> 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING 2. DEADEND PRESTRESS SIMILAR IN TRANSVERSE DIRECTION 2. LEGEND
<br /> 2. LEGEND `�
<br /> PLACEMENT OF CONDUIT IN PT SLAB. SEE GENERAL NOTES. 3. TENDON PROFILE AT DEADEND IS ONE-HALF SLAB THICKNESS T: SLAB THICKNESS �
<br /> H: THICKNESS OF SLAB OR
<br /> (UNLESS NOTED OTHERWISE) W: COLUMN WIDTH �
<br /> 2. CONDUIT PLACEMENT NOT MEEfING THIS CRITERIA SHALL BE SLAB PLUS DROP PANEL. H: DEPTH OF SLAB AND DROP •
<br /> SUBMITtED TO ENGINEER FOR REINFORCING DESIGN. W: COLUMN WIDTH PANEL
<br /> 3. DO NOT PL4CE CONDUIT WITHIN 3'-0" OF COLUMN FACE. T: SLAB THICKNESS
<br /> " 4. 'H' THICKNESS OF SLAB. .
<br /> TY�ICAL CONDUIT PLACEMENT CRlTERIA TYPICAL DEADEN� PLAN DETAIL TYPICAL REINFOR�ING AT E�TERIOR SUPPORT 5 TYPICAL REINFORCING AT I�VTERIOR SUPPORT 6
<br /> SCALE: 3/4" = 1 '-0" 3 SCALE: 3/4" = 1'-0" � SCALE: 3/4" = 1'-0" SCALE. 3/4" = 1'-0"
<br /> �R��v� ��� �
<br /> , �
<br /> CHECKED BY
<br /> �
<br /> ['EZQJECC# ��
<br /> SET ISS�IE DATE: �/'�/��
<br /> � St-IEET-CI-CLE .
<br /> , � �
<br /> �
<br /> � �� � ��� l�� .
<br /> � ���
<br /> � ��
<br /> SHEET#
<br /> PSM CONSULTING ENGINEERS, INC.
<br /> �
<br /> 2200 SIXTH A�/ENUE, SUITE 601 � �
<br /> SEATTLE, WA 981 21
<br /> P: 206.622v4580 F:206.622.0422
<br /> � www.psm-engineers.com � .
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