13-903-011• J
WNW
(o. UNLESS OTHERWISE • r OR sHowN ON PLANS, CONNECTIONS AT 5E•; •r f • r 5EAM/WALL SHALL
BE DESIGNED FOR TWO-THIRDS OF THE ALLOWABLE LOAD ON THE MEMBER AS DEFINED IN THE AISC TA5L,--=
pin
•- ALLOWABLE iar ON
GROUT 1. •- COLUMN BASE PLATES SHALL BE NON-SWRIK NON-METALLIC -I AS • - FLOW
H3, AS MANUFACTURED BY MASTER 5U)Lr.>ERS OR APPROVED EQUAL (5000 PSI MINIMUM)
8. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL 13E HOT DIPPED GALVANIZED AFTER FA15RICATIOK
TOUCH-UP IN FIELD AT WELDS AS e4OAe%P.
t pl'iv y
ALL WELDING TO BE DONE By CERTIFIED WELDERS. WELDING $14ALL BE MADE WITH ElOXX ELECTRODES
AND CONFORM TO THE CURRENT RECOMMENDATIONS OF THE AND THE AMERICAN WELDING soclETY.
G. MASONRY
1. CONCRETE MASONRY • - PRovIsIoNs OF r • Rr SPECIFICATION FOR
DESIGN AND CONSTRUCTION OF LOAD 5EARIWa CONCRETE MASONRY, 14CMA TR-155 AND ACI 530.1.
2. HOLLOW MASONRY UNITS SHALL CONFORM TO ASTM C-130, TYPE-1, "STANDARI:� SPECIFICATIONS FOR
14OLLOUJ LOAD 5EARING CONCRETE MASONRY UNITS"
3. MORTAR SHALL CONFORM TO ASTMC-210, TYPE 71 WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS
OF 2500
4. HORIZONTAL • ii CING SHALL BE • i• Ir NO. S LADDER TYPE FOR MASONRY
UNITS, a • t r 1 D r- i • L", HOT DIPPED • • L r OR ENGINEER APPROVED EQUAL
PLACED AT - r BLOCK COURSE • FOR ALL - O- • r EXTERIOR WALLS-
JOINT REINFORCING • r O ADJACENT COLUMNS.
5. WHEN COLUMNS ARE CONSTRUCTED FIRST, BLOCK AND COLUMhl SHALL BE TIED THRU 20 GAUGE
GALVANIZED i r • r DOVETAIL SLOTS • r • GALVANIZED coRRuGATED DOVETAIL
ANCHORS AT THE SAME LOCATION 40 SPACING AS THE HORIZONTAL JOINT REINFoRcING.LED IN
(o. WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, TWO CELLS AT THE SETTING LOCATION SHALL 5-,A
FILLED WITH • -
SLUMP -1. MAXIMUM FOUR LIFT FOR MASONRY UNITS AND GROUT POUR WEIGHT SHALL BE 4'-0"
S" • _ GROUT
S. REFER TO ADDITIONAL RElwoRclNG NOTES ON • I-
t 4i� i •t 1114;14
1, ALL FRE-ENGINEERED, FREMANUFACTURED ITEMS REQUIRE MIAMI-DADE NOTICE OF APPROVAL (NOA). CERTAIN
ENGINEERED ITEMS REQUIRE ANALYSIS, DESIGNS, DRAWINGS 4 DETAILS TO BE PROVIDED BY THE
CONTRACTOR'S/`MANUFACTURER'S SPECIALTY ENGINEER(S) REGISTERED TO PRACTICE IN THE STATE OF r-LoRIDA. THE
SPECIALTY ENGINEER$ SERVICE MAY ALSO BE REQUIRED REQUESTED Z - OF RECORD •
THESE ITEMS INCLUDE, • r i
2. FOR ITEMS TWAT REQUIRE ♦ a DESIGNS, DRAWINGS ♦ BY SPECIALTY • -r - • PROVIDE ALL SUCH SE- VICES THRU HIS SPECIALTY ENGINEER(S) AT NO ADDITIONAL COST TO THE
OWNER , - TO ARCHITECT/ENGINEER. • • • i • 'r DRAWIWG6 SHALL BE DULY SIGNED ♦ r
SEALED BY THE CONTRACTOR'S - ECIALTY ENGINEER(S).
1. SHOP DRAWINGS
REINFORCING PRIOR TO FABRICATION, SUBMIT TO THE STRUCTURAL ENGINEER FOR REVIEW, FOUR SETS OF SHOP DRAWINGS FOR ALL
-. r MILL TESTS ARE i REQUIRED P •- TO ERECTION). •-
COMPONENTS OUTLINED IN NO B r- SETS OF •- DRAWINGS 4 DESIGN CALCULATIONS r
SEALED BY FABRICATORS SP - - - r TO - r OF i -I r
BRACING J.
1, THE FRAME SHALL BE BUILT ME AND PLUMB AND TEMPORARY BRACiws SHALL BE INTRODUCED U44EFMEVER
NECESSARY TO TAKE CARE OF ALL • •_ r TO ww1cw THE STRUCTURE MAY BE r INCLUDING EQUIPMENT AND
PLACE OPERATION OF SAME. SUCH BRACING ISHALL BE THE REPSONSI51LITY OF THE GENERAL CONTRACTOR AND SHALL BE
LEFT IN AS • AS REQUIRED i ar
PRECAST 2. J CTURES MUST WAVE ERECTION 5RACIWa TO SUSTAIN r VELOCITY oF 15 m.Pj4. • ► CONTRACTOR
• PROVIDE 5RAcING i- DRAWINGS SIGNEr • r SEALED BY PRDFESSIONAL ENGINEER REGISTERED IN THE
STATE OF FLORIDA.
ll` �i•
MINIMUM 1. WOOD MEMBERS IN CONVENTIONAL FRAMING SHALL HAVE A MINIMUM ALLOWABLE 5ENDING STRESS OF 1,2oo P�slt
ALLOWABLE SHE• - STRESS OF // F-61 AND MODULUS OF • OF // 0 000 10161
CONTENT ACCORDANCE ♦ STANDARDS.
2. TRUSSES TO BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA FOR LOADS PER
APPLICABLE BUILDING it AND/OR AS SHOWN ON r -•
3. iir MEMBERS IN CONVENTIONAL R r UTHERN YELLOW - - 96 MOISTURE CONTENT.
SHORING L.
FORMS I. • i SHORING FOR CONCRETE SLABS ♦ r BEAMS SHALL BE DESIGNED TO WITHSTAND THE r ♦ r LOAD i
CONCRETE • r THE ANTICIPATED i' R ' i A
2. WHEN CASTING r SLAB, SHALL SHORING BELOW i • TO THE GRo>o.
NO CASE SHALL • .'. • r 50TTOM BEAM FORMS STRIPPED EARLIER THAN DAYS AFTER PLACEMENT
UNTIL THE COMPRESSIVE STRENGTH oF 3,2oo Fs.l. (FOR 4ow AND 4ow F.5j. (FOR 5,WO P.Sk) HAS BEEN
ATTAINED.
4, THE SYSTEM OF SHORING SHALL BE INSPECTED AND APPROVED BY THE CONTRACTOR'S SPECIALTY ENGINEER PRIOR
TO INSPECTION OF BY i t •` INSPECTOR
5. DESIGN r CONSTRUCTION • i i r: AND swoRlwz SHALL COMPLY r i1r
(LATEST r • • r BE REPSONS151LITY OF • i-
(o. SHORING DRAWINGS SHALL BE PROVIDED By GENERAL CONTRACTOR AND SHALL BE DESIGNED, SIGNED AND SEALER
BY THE CONTRACTOR'S - REGISTERED TO PRACTICE IN THE STATE OF i- r .
M. LINTELS
ALL DOOR AND WINDOW OPENINGS IN LOAD 5EARIW_% AND NON-LOAD 5EARIWa MASONRY WALLS SHALL HAVE EITHER
CAST-IN-PLACE OR PRECAST • - P/C LINTEL$ ARE USED, PROVIDE • ` a r i 1 FOR ALL
SUCI4 LINTELS. UNLESS OTHERWISE NOTED, PROVIDE -
1. _ ALL CONCRETE • i' EXPOSED CONCRETE PROVIDE • - BASE SEALER EQUAL TO
ENVIROSEAL 40 BY HYDROZO.
CONC FOOTING
i • i •
AS SCHEDULED
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FASTENING SCHEDULE
NOTE:
SPECIFIED FASTERNERS TO SE THRU WINDOW FRAME/BUCK
4 INTO CONCRETE AS PER PRODUCT APPROVAL.
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