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<br /> I I � � N I � ,�, I I N �� 2� CITY UPDATES 10 13 17
<br /> i i I I �; I ii `d- SEE� S203 FOR WOOD PATIO °� _
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<br /> TENDON NOTES: MISCELLANEOUS NOTES: DRr����N BY �V
<br /> 1. SEE S111 AND S112 FOR GENERAL NOTES AND POST TENSIONIIVG NOTES. 1. SEE PLAN FOR SLAB THICKNESS. VERIFY DIMENSIONS, SLAB EDGES, PENETRATIONS AND ELEVATIONS W/ ARCHT DWG.
<br /> 2. SEE S113 FOR SPECIA� INSPECTION REQUIREMENTS. 2. SET ANCHOR BOLTS AND CONCRETE INSERTS PRIOR TO CASTING THE SLAB. EXPANSION ADHESIVE AND POWER DRIVEN CHECKED BY
<br /> 3. TENDON CENTERLINE IS GIVEN RELATIVE TO SIAB SOFFIT. SEE 1/S401 FOR TENDON PROFILE NOTES & TYPICAL FASTENERS SHALL NOT BE USED.
<br /> POST-TENSION TENDON LAYOUT. 3. VERIFY ALL SLAB BLOCKOUT SIZE AND LOCATIONS WITH PLUMBING, MECHANICAL, ELECTRICAL AND GENERAL
<br /> 4. BANDED TENDONS ARE TO BE EVENLY DISTRIBUTED ACROSS CENTERLINE OF COLUMN (SEE 6/S401). CONTRACTOR. NOTIFY EOR OF ALL BLOCKOUTS NOT SHOWN ON THIS PIAN BEFORE PT SHOP DWG ARE PREPARED. �
<br /> 5. TENDONS WITH FORCES SPECIFIED "k/ft" INDICATES UNIFORMLY DISTRIBUTED TENDONS AND SHALL BE PLACED IN 4. NO PIPE OR CONDUIT MAY BE PLACED IN THE SLAB WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER. PROJECI�� 'I7�
<br /> GROUPS OF NO MORE THAN 5 AT 4'-0" OC MAX. 5. SEE SHEEf S302 FOR COLUMN TYPE AND FOR TYPICAL CONCRETE COLUMN REINFORCING & SCHED. �
<br /> � 6. DEAD-END ANCHORS ARE TO BE PLACED AT SLAB MID-DEPTH UNLESS NOTED OTHERWISE PER 1/S402 AND 2/S402. 6. SLAB DESIGNED FOR 3-HR FIRE RATING. �
<br /> 7. 0.145" DIAMETER HILTI X-DNI LOW VELOCITY 'UNIVERSAL' NAILS AT 16" OC, WITH MAXIMUM EMBEDMENT OF 3/",SHALL SET ISSLIE DATE �/�/
<br /> 7. LENGTH OF TENDON BEING STRESSED SHALL NOT EXCEED 110 FEET WHEN STRESSED FROM ONE END. BE USED FOR THE ANCHORAGE OF INTERIOR NON-STRUCTURAL WALLS. �
<br /> 8. FORCES SHOWN ARE FINAL EFFECTIVE FORCES AFTER SEATING, FRICTION, CREEP LOSSES AND OTHER LOSSES. �
<br /> 9. �-� DENOTES POST-TENSIONING TENDONS; DEAD END & STRESSING END RESPECTIVELY. 8. HAIRPIN BARS AT TENDON ANCHORAGES MAY BE REPLACED WITH �h" DOUBLE HEADED STUDS CENTERED AT TENDON. �
<br /> 10. TENDONS SHALL MISS SLAB BLOCKOUTS BY 6" MINIMUM. LENGTH OF SUCH STUDS SHALL BE SLAB DEPTH MINUS NECESSARY TOP AND BOTTOM COVERS.
<br /> " 9. P.T. SLAB MAY BE SLOPPED TO A MAXIMUM OF Y" AT THE TOP OF THE SLAB TO DRAIN SLOPE SHALL NOT BE MORE SHEET TCCLE
<br /> 11. TENDONS MUST BE A MIN OF 2 CLEAR FROM PENE�RATIONS. (
<br /> 12. SEE SHEET S203 FOR MILD STEEL REINFORCING LAYOUT. THAN Y" : 1'-0"). SLOPES MORE THAN Y" MAY BE ACCOMPLISHED BY S�OPPING TOP AND BOTTOM SIMULTANEOUSLY �
<br /> DICATES STRAIGHT TENDONS AT SLAB CENTERLINE. TO MAINTAIN SLAB THICKNESS AS SHOWN ON PLANS. �
<br /> 2 14. SSR-X NDICATES STUD RAIL TYPE. REFER 1/S405 FOR STUD RAILS. 10. INTERMEDIATE STRESSING MAY BE REQUIRED FOR LONGER TENDONS ALONG E-W DIRECTION AT G.C.'S OPTION. G.C. TO
<br /> 0 SWEEPS SHALL NOT EXCEED 1:6. SEE 2/S403 FOR MORE INFO. COORDINATE SUCN STRESSING LOCATIONS W/ TENDON SUPPLIER. � 1 �h�`=
<br /> 16. ENCAPSULATED SYSTEM SHALL BE USED AT ALL ANCNORAGES AT THIS LEVEL. 11. PT SLAB SHOULD BE POURED ONLY AFTER 7 DAYS OF POURING WALLS, AND COLUMNS AND OTHER SUPPORTING �� �LAI�
<br /> ELEMENTS.
<br /> . 12. G.C. TO COORDINATE W/ ELEVATOR SUPPLIER FOR ANY HSS MEMBER REQUIREMENT OR OTHER SPECIAL REQUIREMENT SHEE-I-# _
<br /> REGARDING ELEVATOR GUIQE RAIL SUPPORTS. EOR TO BE NOTIFIED OF SUCH REQUIREMENTS AND ALL NECESSARY PS M C O N S U LTI N G E N G I N E E RS, I N C.
<br /> ELEMENT MUST BE APPROVED BEFORE INSTA�LATION. �
<br /> 13. SEE S114 FOR LOADING DIAGRAMS 2200 SIXTH AVENUE, SUITE 601 �
<br /> SEATTLE, WA 981 21
<br /> P: 206.622.4580 F:206.622.0422
<br /> www.psm-engineers.com �
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