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FRAMING NOTES:
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1)
MASONRY WALLS ARE NOT TO BE COMPLETED UNTIL
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THE FLOOR ABOVE HAS BEEN POURED, CABLES
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TENSIONED AND ALL SHORES AND RESHORES REMOVED.
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2)
EXTERIOR MASONRY WALLS ARE TYPE (MW -2) UNLESS
SHOWN OTHERWISE.
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3)
INTERIOR MASONRY ARE TYPE (MW -1) UNLESS SHOWN
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OTHERWISE.
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4)
ALL MASONRY WALLS TO HAVE A REINFORCED,
GROUT FILLED CELL AT EVERY CORNER,
BOTH EDGES OF EVERY OPENING AND AS
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INDICATED PER THE MASONRY WALL SCHEDULE.
5)
INTERIOR MASONRY WALLS ARE TO STOP 1/2"
BELOW CONCRETE SLAB ABOVE.
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6)
PROVIDE CONTROL JOINTS BETWEEN MASONRY
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WALLS AND INTERIOR COLUMNS AND SHEARWALLS,
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EXCEPT THE AREA OVER THE SPREAD FOOTINGS.
7)
ALL REINF. BARS ON PLAN ARE #5 U.N.O. AMOUNT OF
BARS ARE INDICATED ON PLAN.
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ASONRY WALLS ARE NOT TO BE COMPLETED UNTIL
HE FLOOR ABOVE HAS BEEN r r r •• r •- ES REMOVEj
MASONRY ITERIOR r.
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A MINIMUM OF • TENDONS SHALL BE PROVIDED IN EACH
DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4)
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—ALL SLAB ANC'AORS AND PEAETRATIOAS AtST BE INSTALLED IN THE SLAB
PRIOR TO POURING CONCRETE AND TENSIONING OF
RECORD r ` NO RESPONSIBILITY FOR CABIES DAMAGED AS A
RESULT OF OMISSION.
DRILLING OR OTHER DESTRUCTIVE SLAB WORK r !
CONTRACTOR MUST FIRST OBTAIN WRITTEN APPROVAL FROM O.R., THEN
COORDINATE WORK POST-TENSION •' TO
SLAB POUR, GENERAL CONTRACTOR MAY WISH TO SPRAY PAINT FORM
WORK UNDER POST—TENSION r • r IN FUTURE CABLE LOCATING).
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iBased on Architectural .. unds Dated
FRAMING NOTES CONT:
16) POST — TENSIONED SLAB DELEGATED ENGINEER
NOTE THAT ALL P.T. SLAB WITH IN AREA 1
SHALL BE DESIGNED FOR MAXIMUM `
DIFFERENTIAL SETTLEMENT OF 3/8" WITH
RESPECT TO REMAINING P.T. SLAB AREAS
OUTSIDE OF AREA 1.
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� .,FREDER� PJ6
P.E. F t7R D�};`'
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i ARCHITECTURE &
INTERIOR DESIGN, INC.
PUMOM I AR>rrWnM I KIIMMMSM
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{
745 orienta avenue, suite 1121
altarnonte springs, fl 32701
phone: 407.830.1400
6 fax: 407.830.4143
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i AA0002731
www.forumarchitecture.com
Metro South
South Miami, FL
REVISIONS: SHEET
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EDITED
n. PROJECT O.
S3.12