12-646-005C
4M
S
1
1
2
DESIGN CRITERIA
STRUCTURAL STEEL%
DESIGN BASED THIE PRavISIONS of THE FLORIDA BUILDING cope solo EDITION.
L ALL STRUCTURAL STEEL ROLLED SHAPES, ASTM A992, GRADE 50
REINFORCING
2, STRUCTURAL TUBING (TS) SHALL COMPLY WITH ASTM A50m,
LONG BAR
GRADE B, FY - 46 K81,
AA ND LOADS% AS= -10
3. STEEL PIPE SHALL COMPLY WITH ASTM A53, TYPE 8, GRADE B,
PASIC WIND SPEED1�•T10 MPH (3 SEW
IV
RATEGO
FY - 38 KSL
9>100&M CaT><GOtY -c
Y.c
4. RoLLEP M, S, C, AND MG SHAPES AND ANGLES; ASTM A36, Fy -36ksT
NTMWJ L PPPW -SSl Co F ■Gq -I-Av.b
S. ALL. BOLTS SHALL BE 3/4' DIAMETER ON 13/16" R LINO HOLES,
BOTT.
UNLESS OTHERWISE NOTED.
GENERAL%
6. ANCHOR BOLTS SHALL COMPLY WITH AsTM A3m1.
L ALL MATERIALS SHALL BE NEW, of GOOD 6iLALITY
I. WELDING ELECTRODES SHALL BE E - 10 SERIES, LOW HYDROGEN.
AND TM CCNSTM=ICN SHALL Be PER'OR'IED DY WORKERS SKILL®
(3) t5
M THWit TRADE AND N ACCORDANCE WITH RECOMF wcw PRACTICE.
2. NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS.
CONCRETE%
3. ORAL CONTRACTOR SHALL CHECK, REVIEW AND VERIFY ALL
32"
PLANS DIMENSIONS AND SITE CONDITIONS PRIOR To CONSTRUCTION.
L ALL REINFORCED CONCRETE DESIGN SHALL BE IN ACCORDANCE
ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR M THE
WITH BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
SPECIFICATIONS OR ANY VARIATIONS NEEDED IN ORDER TO CONFORM To
( ACI - 318 - m8
CODES, RULES AND R=GULATIONB SHALL BE NOTIFIED IN WRITING To
2. ALL CONCRETE WORK SHALL ISE DONE IN ACCORDANCE WITH
THE ENGINEER ANY SUCH DISCREPANCIES, OMISSIONS, OR
- SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'
VARIATIONS NOT REPORTED DURING THE BIDDING PERIOD SHALL BE THE
( Ad - 301 - m8)
RESPONSIBILITY OF THE GENERAL CONTRACTOR WHO SHALL PERFORM THE
3. CONCRETE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS%
CORRECTED WORK AS PER THE ENGINEER'S INSTRUCTIONS.
. FOUNDATIONS 3000 PSI
4. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE
, SLAB ON FII L 3000 PSI
SPECIFICATIONS ISSUED BY THE ARCHITECT.
. COLUMNS 4000 PSI
5, STRUCTURAL DRAWINGS 614ALL BE WORKED TOGETHER WITH
ARCHITECTURAL, AIR CONDITIONING, MECHANICAL AND ELECTRICAL
4, MIX DESW40 SHALL BE SUBMITTED TO THE ENGINEER FOR
DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS,
OPENINGS, REGLETB, SETTINGS,
APPROVAL PRRIIOR TO COMMENCEMENT ON ANY CONCRETE WORK.
5- NO ADMIXTURE SHALL BE PERMITTED WITHOUT THE WRITTEN
BOLT SLEEVES, ETC.
DISCREPANCIES SHALL BROUGHT TO ATTENTION OF TIE
APPROVAL OF THE ENGINEER
ARCa- IITEGT- ENGINEER BEFORE PROCEEDING WITH THE WORK.
BEFORE NG
6. FO C SHALL COMPLY WITH "RECOMMENDED PRACTICE FOR
6. ORAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE
� (ACI 34IR-154),
R
ENGINEER FO APPROVAL BEFORE FABRICATION op. ERECTION of ANY
1. N CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFE
STRUCTURAL SYSTEM.
ADEQWATE SHORING RE- SHORING, BRACING AND FORMWORK. GENERAL
1. GENERAL CONTRACTOR SHAD. RESTRICT AND PROPER. -Y ISOLATE
CONTRACTOR SHALL- CONTRACT A STATE OF FLORIDA REGISTERED
ALL CONSTRUCTION EQUIPMENT AND LOADS FROM INDUCING OR
ENGINEER TO PREPARE sHoRING AND RESHORING PLANS AND THEY
TRANSMITTING VIBRATIONS TO THE STRICTURE DURING CONSTRUCTION.
SHOULD BE SUBMITTED TO THE Ewop=mw AGENCY FOR
S. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL.
RECOROKEEPING.
OF ALL ACCUMULATED WATER FROM EXCAVATION AND DEWATERING
S. THE OWNER SHALL CONTRACT AN INDEPENDENT TESTING
OPERATIONS IN SUCH A WAY AS TO NOT CAUSE INCONVENIENCE TO
LABORATORY APPROVED BY THE ENGINEER TO PERFORM CONCRETE
TO THE WORK AND DAMAGE TO THE STRUCTURAL. ELEMENTS.
CYLINDER TESTS AS FOLLOWS; FOUR CYLINDER TEST PER
11 WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO
ANY DAY'S POUR LESS THAN 50 CUBIC YARDS.
AVOID DAMAGING ANY EXISTING UTILITIES. ALL UN1040M UTILITIES
9. TRANSPORTING, PLACING, CURING AND DEPOSITING of CONCRETE
DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE
SHALL. COMPLY WITH ACI 301 - 99.
ATTENTION of THE ARCHITECT- ENGWEER ANY DAMAGE TO EXISTING
UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUDING
10, NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE,
1L VERTICAL CONSTRUCTION JOINTS USING APPROVED BULKHEADS
THE ARCHITECT - ENGINEER
MAY BE MADE AT CENTER of BEAM OR SLAB SPANS WERE STOP IN
10, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS
CONCRETE WORK IS NECESSARY. FOR ADDITIONAL REINFORCING AT
CONSTRUCTION DOCUMETNTs WITH ANY REVISED DRAWINGS AND SPECK,
CONSTRUCTION JOINTS SEE DETAILS. ANY OTHER CONSTRUCTION JOINT
FIELD ORDERS, CHANGE ORDERS AND CLARIFICATION SKETCHES ISSUED
REQUESTED BY THE GENERAL. CONTRACTOR SHALL BE SHOWN ON THE
DURING THE COURSE OF CONSTRUCTION.
SHOP DRAWINGS FOR THE ENGINEER'S REVIEW.
IL "BY OTHERS" DENOTES LABOR AND MATERIALS BY OTHERS.
12. REMOVE ALL DEBRIS PRIOM FORMS BEFORE POURING.
HOWEVER THE GENERAL CONTRACTOR SHALL PROVIDE COORDINATION AND
13. CONCRETE SHALL NOT BE DROPPED THROUCsH REINFORCING STEEL
FREE ACCESS FOR THE WORK
(AS IN WALLS, COLUMNS, AND DROP CAPITALS) SO AS TO CAUSE
12, NIC' DENOTES NOT IN CONTRACT. THE OU6ER SHALL. BE
SEGREGATION OF A GREGATES. USE HOPPERS, CHUTES OR TI%WS OF
RESPONSIBLE FOR COORDINATING A TIME SCHEDULE OF THE BASE
VARYING LENGTHS 80 THAT THE FREE UNCONFINED FALL OF CONCRETE
CONTRACT WITH THE -NIC" TRADES.
SHALL NOT EXCEED 5 FEET, AND A SUFFICIENT NUMBER SHALL BE USED
13, TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY
TO ENSURE THE CONCRETE IS BEING KEPT LEVEL AT ALL TIMER,
UNLESS SPECIFICALLY NOTED OTHERWISE CONSTRUCTION DETAILS AND
SECTIONS NOT COMPLETELY SHOWN OR NOTED SHALL BE SIMILAR TO
RENFOFPZW MASONRY LOAD BEA"
DETAILS AND SECTIONS SHOWN OR NOTED FOR SIMILAR CONDITIONS.
14. THE GENERAL CONTRACTOR SMALL BE SOLELY RESPONSIBLE FOR
ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND
L LAY UP ALL 8' MASONRr WITS PRIOR TO CONBTRUGTION OF THE
PROTECTION, IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT.
SUPPORTED MEMBERS FOR THE SAME STORY USE TYPE M MORTAR N BEARING
UUM 18. LAY UP WITS N R MNG BOND.
15. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD
ALL COMPONENTS OF THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT
2. CONSTRUCT REINJFORCED MASONRY N ACCORDANCE WRH AG 53® -08.
IS SECURELY ANCHORED.
"BUILDNG CODE FinagReem FOR CONCRETE MASONRY snare e, AND OR
16. THE CONTRACTOR SHALL SUPPLY ALL LABOR MATERIALS,
" SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING
EQUIPMENT AND SERVICES OF EVERY KIND, INCLUDING WATER AND
CONCRETE MASONRY' AG 930.1 -O&
POWER NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHOWN OR
INDICATED ON THESE DRAWINGS. ALL MATERIAL SHALL BE NEW.
3. USE CONMTE MASONRY UNITS CONFORMING TO ASTM CW GRADE N
MATERIALS AND WORKMANSHIP SHALL OF GOOD QUALITY, ALL
MASONRY WITS SHALL DEVELOP A MWIMUM COMPRESSIVE PRISM STRENGTH
WORKMEN AND SUBCONTRACTORS SHALL BE SKILLED IN THEIR TRADE
(Flo) OF LSO PAJ, AND THE AVERAGE OF 3 UNITS 1500 PhL, MORTAR
11. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK.
TO BE TYPE M CONFORMING TO ASTM 0210 MASY WITS SHALL BE A MIN. OF 9011 SOLID.
ADJACENT PROPERTY AND THE PUBLIC, AND BE RESPONSIBLE FOR
DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT.
4. TEST ONE SET OF MASONRY UNITS N ADVANCE OF BEGINNING
18. THE PREMISES SHALL BE KEPT FROM ACCUMULATION OF WATER
OPERATIONS AND ONE SET DURING CONSTRUCTION FOR EACH 3000 OWL OF
MATERIALS, AND DEBRIS, AND AT THE END of THE JOB THE
1114L AREA. SAMPLE FROM ACTUAL. FIELD WITS.
CONTRACTOR SHALL REMOVE ALL RUBBISH, SURPLUS MATERIALS, AND
TOOLS AND LEAVE THE BUILDING BROOM GLEAN.
9 TYPE 'M' MORTAR N ACCORDANCE WITH ASTM 6210 USE 3/8'
19. JOB SITE VISITS THE ENGINEER DL NOT CONSTITUTE AN
FULL BEDDED JOINTS FOR ALL MASONRY WITS. REMOVE MORTAR PROTRUDING
, U
OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR
INTO CELL. CAVITIES THAT ARE TO BE REI FORCED AND GROUTED. ALLOW A
" THRESHOLD - INSPECTIONS AS REQUIRED BY THE LOCAL. BUILDING
� � � �� FOR MORTAR
DEPARTMENT SHALL BE UNDER A SEPARATE CONTRACT.
SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE
b. USE 3000 P81 PUMP MIX READY MIX GROUT MADE OATH MAX. 3/8'
SUPERSEDED
SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE
ITS ALL
A��ATE AND 8' TO 10' SLUMP. TEST W10LES FOR COMPRESSIVE STR94GTH
TEST EVERY 30 YARDS OR EACH DAYS GROUTING%
RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT
ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST
STRUCTURAL. DRAWINGS.
1, 118E HEAVY DUTY LADDER TYPE MASONRY REINFORCING N EVERY OTHER
2L THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH ONE
COURSE USE PREFABRICATED CORNERS AND TEES AT ULIALL NTERSECTI N3.
OVERLAP DISCONTINUOUS ENDS A MN. OF 12 N. HORIZONTAL REINFORCNG
COPT of SHOP DRAWINGS A MINIM LM OF TWO
WEEKS PRIOR TO PLACEMENT. THE REVIEW OF SHOP DRAWINGS BY THE
SHALL CONFORM TO ASTM A/&
ENGINEER IS ONLY FOR CETERA. COMPLIANCE WITH THE STRUCTURAL
8. USE GROUTED CELLS WITH 9 V£RTkAL- AT WALL NTER9ECTIONe,
DRAWINGS AND SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE
EACH BIDE OF OPENINGS N THE WALL AND AT THE ENDS OF WALLS. USE
IN ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT NOR DOES IT
19 N FILLED CELL, UO4.
INFER THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS.
REINFORCING STEEL:
3 USE BAR SPACERS N EVERY 6th COURSE WHERE CELLS ARE TO BE
GROMED.
L ALL REINFORCING STEEL SHALL BE DEFORMED BARS, FREE FROM
LOOSE RUST AND SCALE CONFORMING TO ASTM A615/A615M -01, FY ■60
le � � OUt FOR EACH Csl000TED CELL.
KBI, UDN.
2, ALL REINFORCING SHALL BE DETAILED AND FABRICATED
IL USE ASTM A 6S GRADE 60 REINFORCNG STEEL.
FOLLOW THE REQUIREMENTS OF Ad 244 -94. PLACING OF RESARS
SHALL CONFORM TO CR81 - RECOMMENDED PRACTICES FOR PLACING
�. N Hk,HI LIFT GROUTING USE A MAX. LIFT OF 4'-0' MIN id HOUR
REINFORCING; BARS'.
AND MAX I HOUR M-ME N 4IFT& VtIBRATE EACH LIFT AND RECONSOLIDATE
3. MINIMUM CONCRETE COVER ON REINFORCING STEEL FOR
PREVIOUS LIFT AFTER M ACING NEXT LM
NON - PRESTRESSED CONCRETE SHALL BE AS FOLLOWS, UDNIs
13. REINFORCED MASONRY WALL CONSTRUCTION SHALL BE INSPECTED BY AN
MINIMUM TOLERANCE
ENGINEER OR ARCHITECT N ACCORDANCE WITH AG 93L
COVER ; OR
CAST AGAINST AND
14. UAERE ANCHOR BOLTS ARE SET N MASONRY UL4LL, FILL BLOCK CELLS
PER 1,4NENTLY
'
R88, WITH GROUT FOR BOLTED COU ONE COURSE ABOVE AND TWO COU IMS
EXPOSED TO EARTH 3- 3/8"
BE C11 ANCHOR ELEVATION.
EXPOSED TO EARTH OR
WEATHER No. 5 AND
ID 118E PRESSURE TREATED WOOD IN CONTACT WITH MASONRY
SMALLER BARS
NO.6 AND LARGER BARS Z" 3/8-
16. PROVIDE POURED IN PLACE LINTELS OR HEADERS OVER ALL MASONRY
NOT EXPOSED TO WEATHER OR
OPFNNGS NOT FLUSH WITH STRUC7IR L FRAME.
IN CONTACT WITH GROUND:
I'L REIrFORCNG SPLICES TO BE 48 BAR DIAMETERS
ROOF SLAB I" I/8r
STRUCTURAL SLAB AND
WALLS IN u8"
MECHANICAL FASTENERS:
BEAMS AND COLLLMNS
(PRIMARY REWFORCEMENT,
TIES, STIRRUPS AND
ALL ANCHORS SMALL PROVIDE EQUAL OR GREATER STRUCTURAL LOAD
SPIRALS) I V1" 3/8"
CAPACITIES (ALLOWIABLE OR ULTIMATE) THAN THOSE SPECIFIED SPECIFIED BELOW. WERE
SLABS ON GRADE I 1/1" 1/4"
ALTERNATE SYSTEMS PREFERRED, THE CONTRACTOR SHALL ENSURE THE
4. NO DEVIATION FROM THE STRUCTURAL PLANS SHALL BE
ALTERNATE SYSTEM CAN PROVIDE SUCH LOADS, AND SHALL CONTACT THE
PER 41TTED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE
ENGINEER TO ADVISE SUCH CHANGES THE CONTRACTOR MAT ALSO PROVIDE
STRUCTURAL ENGINEER ALL REINFORCING DETAILS TO BE SUBMITTED
LOAD TABLES, OR OTHER LITERATURE ANKH SPECIFIES SUCH CAPACITEs, AT THE
TO 114E ENGINEER FOR HIS APPROVAL
ENGINEER'S, ARCHITECT'S, OR 0110ER'8 REQUEST.
5. ALL REINFORCING BARS SHALL. BE SECURELY HELD IN PLACE
DURING CONCRETE POURING. IF REQUIRED, ADDITIONAL. BARS SHALL
EXPANSICNN ANCHORS. 'WEDGE ALL' BY 811PWK OR
BE PROVIDED BY THE CONTRACTOR TO FuRdISH SUPPORT FOR THE BARB.
mFO(ER -BOLT' BY RAILL
6. BARS SUPPORTS SHALL BE PLASTIC TIPPED FOR EXPOSED
CONCRETE LEGS of FOUNDATIONS C:HAIRs SHALL BE GALVANIZED.
PLASTIC "DONUT" SPACER SPACER WILL BE REQUIRED FOR STEEL AGAINST
ADHESIVE ANCHORS. 'EPDXY TIEYSET, ET, ETF) BY SIMPWR
FORMS IN CONCRETE BEAMS AND WAILS IF FIELD C4 NDITIONS WARRANT.
OR "POWER -FAST' BY RAW.
1_ Up, ED AIR= FABRIC SHALL. C4NFOR'1 WITH ASTM A 1813 -19 AND
IT SHALL BE SUPPORTED ON SLAB BOLSTERS.
MASONRY SCREWS% 'TIMN BY SIMPSON, OR 'TAPPER' BY
S. ALL REINFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED
RAID
30 DIAL AT SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP
CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AS REQUIRED.
TE RMINATE CONTINUOUS BARS AT NON - CONTINUOUS ENDS WITH STANDARD
POWDER ACIUATLp FASTENERS (PAP), POLLDER ACTUATED FASTENERS BY
HOOKS, U.ON.
SIMPWK OR 'PINS BY RAWL
S. ALL WALLS AND COL tkINS SHALL BE DOWELED INTO FOOTINGS,
ALL FASTMM SHALL BE INSTALLED AS SPECIFIED BY THE MANUFACTURER;
FACTURER
WALLS, BEAMS, OR SUM WITH BARB OF THE SAME SIZE AND SPACING
WERE EMBEDMENT DEPTH, SPACING. EDGE DISTANCE, OR END DISTANCE 18 NOT
AS THE BARS ABOVE. USE A (3m) BAR DIAMETER LAP EXCEPT WHERE
SPECIFIED, THE MORE STRINGENT SPECIFIED BY EACH FASTENWO MANFACTURER
SPECIFICALLY INDICATED.
SHALL BE USED. ALL FASTENERS SHALL. COMPLY WITH THE REG%2UIREMENTS SET BY
10. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR
THE GOVERNING BUILDING CODE
LINES. SPLICE BARB IN SPANDRELS, WALLS, BEAMS, GRADE BEAMS ETC.
(UNLESS OTHERWISE NOTED) AS FOLLoWs: TOP BARS AT CENTER
LUMBER;
LINE OF SPAN* BOTTOM BARS AT THE SUPPORT.
L ALL LUMBER TO BE SOUTHERN PINE NO2 OR BE IER.
PLYWOOD%
L SHALL COMPLY WITH THE PLYWOOD DEsW4 SPECIFICATION BY
THE AMERICAN PLYWOOD ASSOCIATION.
2. PLYWOOD SHEATHING SHALL BE 19/32", APA RATED SHEATHING,
.
EXTERIOR 40/10 PANEL IDENTIFICATION.
NOTE (F.S.C.1093AAA)'T'O THE BEST OF THE ARCHITECT'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE
APPLICABLE FIRE4 AFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 638 OF THE FLORIDA STATUES.'
1
1 2
3
11
FOOTING
SCHEDULE
MARK
SIZE (IN)
REINFORCING
F4MAWS
LONG BAR
SHORT
BAR
LENGTH
WIDTH
DEPTH
TOP
BOTT.
TOP
BOTT.
WF24
CONT
24"
24"
(3)s
(3) t5
ilk I
CONT. WALL. FTG-
WF32
CONT
32"
24"
(3)%
(3)%
CONT. WALL FTC.
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F -3.5
3'4"
3' -6"
1 24"
l5) Yo
(5) rl6
ttt t'.
Ltttt���
ISOLATE FTG.
TYPICAL FOOTING REINFORCING
� :
�• '• ~
LAYOUT - PLAN VIEW A
LO BARB
NG
TOP STEEL :
ASREtaD ROTES
LONG BARS TO LEE PLACED M
......... : ...... OUTER LAYER PROVIDE A 3OWN
CO�R BAR FOR EACH LONG
BAR AT Al CONT, FoOTING
CONTINUOUS A ...
SEC A -A CHANGES IN DIRECTION
OR LENGTH
•
3
4
Aj
48 BAR • LAP
COMER BARS SHALL SPLICE - TYR
MATCH HORIZ REINF, BAR
SIZE - TYR
..... ................ ...............................
CORNER BARS 0 INTERSECTION
COF;a, ER BARS SHALL
MATCH HORIZ RWINF,
BAR SIZE - TYP.
A ••
48 BAR 0 LAP
SPLICE - TYP,'
5EAM5 AND FOOTING CORNER BARS
4
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Alvalo a "04 P.E
FL, PE 6 80843
,,_FL%CA#27416
DESIGN TEAM:
B
PROJECT.
►t.■t.■. ■ ■
'HRIS BARTLETT
CS CONTRACTING INC.
31 SE STH TERRACE
OMPANO BEACH, FL
PROJECT:
NEW ALUMINUM FENCE
AND GATE TO:
RED ROAD COMMONS
6600 RED ROAD
SOUTH MIAMI, FL 33146
# PREVISIONS $DATE
1 BOARD REVIEW X0727.12
COMMENTS
a
a �
DATE: 08.122012
PROJECT No.: 077-12
DIRAVVN BY: LL
A
CHECKED BY: A.V.
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"W" OR 001 E*IENSION OF COLUI*lN MAY INCIWEASE LIP TO 2-
FOR AWCWITECMRAL RMOOSES. COORDINATE
SIZE OF • LLM WIARCHITECTUR-AL PLANS 4 .••- J WINDOW :• OMNS SIZES.
3
4
Aj
48 BAR • LAP
COMER BARS SHALL SPLICE - TYR
MATCH HORIZ REINF, BAR
SIZE - TYR
..... ................ ...............................
CORNER BARS 0 INTERSECTION
COF;a, ER BARS SHALL
MATCH HORIZ RWINF,
BAR SIZE - TYP.
A ••
48 BAR 0 LAP
SPLICE - TYP,'
5EAM5 AND FOOTING CORNER BARS
4
c -
•KK ,
Alvalo a "04 P.E
FL, PE 6 80843
,,_FL%CA#27416
DESIGN TEAM:
B
PROJECT.
►t.■t.■. ■ ■
'HRIS BARTLETT
CS CONTRACTING INC.
31 SE STH TERRACE
OMPANO BEACH, FL
PROJECT:
NEW ALUMINUM FENCE
AND GATE TO:
RED ROAD COMMONS
6600 RED ROAD
SOUTH MIAMI, FL 33146
# PREVISIONS $DATE
1 BOARD REVIEW X0727.12
COMMENTS
a
a �
DATE: 08.122012
PROJECT No.: 077-12
DIRAVVN BY: LL
A
CHECKED BY: A.V.
oopm oNR,tt.iopuLmoMdtrwr,ton
SHEET Tnm
SHEET Na
NOTES &
S -0
0