12-464R-001C
B
Innn
IA
1
DESIGN CRITERIA
DESIGN BASED THE PROVISIONS OF THE FLORIDA BUILDING CODE 2010 EDITION.
A. WIND LOAD& ASCO -10
BASIC WND SPEED V ■h0 MPH (3 8ECJ
IMPORTANT FACTOR In 1.0
CATEGOTY•G
T'RE88URE CoEF•GCPI•s018
KD (0I1WCTIONALITY)■IA7
GENERAL=
L ALL MATERIALS SHALL BE NEW, OF GOOD GUALITY
AND THE CONSTRUCTION SWALL BE PERFOR IED BY WORKERS SKILLED
hN THEIR TRADE AND IN ACCORDANCE WITH RECOMMENDED PRACTICE
2_ NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS.
3. GENERAL CONTRACTOR SHALL CHECK, REVIEW AND VERIFY ALL
PLANS, DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION.
ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE
SPECIFICATIONS OR ANY VARIATIONS NEEDED IN ORDER TO CONFORM t0
CODES, RULES AND REGULATIONS SHALL BE NOTIFIED IN WRITING TO
THE ENGINEER. ANY SUCH DISCREPANCIES, OMISSIONS, OR
VARIATIONS NOT REPORTED DURING THE BIDDING PERIOD SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR WHO SHALL PERFORM THE
CORRECTED WORK AS PER THE ENGINEER'S INSTRUCTIONS
4_ THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE
SPECIFICATIONS ISSUED BY THE ARCHITECT_
5, STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH
ARCHITECTURAL, AIR CONDITIONING, MECHANICAL AND ELECTRICAL
DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAMS, OUTLETS,
OPENINGS, REGLETS, BOLT SETTINGS, SLEEVES, ETC.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT - ENGINEER BEFORE PROCEEDING WITH THE WORK.
6_ GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE
ENGINEER FOR APPROVAL BEFORE FABRICATION OR ERECTION OF ANY
STRUCTURAL SYSTEM.
L GENERAL CONTRACTOR SHALL RESTRICT AND PROPERLY ISOLATE
ALL CONSTRUCTION EQUIPMENT AND LOADS FROM INDUCING OR
TRANSMITTING VIBRATIONS TO THE STRUCTURE DURING CONSTRUCTION,
8 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL.
OF ALL ACCUMULATED WATER FROM EXCAVATION AND DEWATERING
OPERATIONS IN SUCH A WAY AS TO NOT CAUSE INCONVENIENCE TO
To THE WORK AND DAMAGE TO THE STRUCTURAL ELEMENTS
9. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO
AVOID DAMAGING ANY EXISTING UTILITIES, ALL UNIWOWN UTILITIES
DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE
ATTENTION of THE ARCHITECT - ENGINEER, ANY DAMAGE TO EXISTING
UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUOING
THE ARCHITECT- ENGINEER
10, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS
CONSTRUCTION DOCUMENTS WITH ANY REVISED DRAWINGS AND SPECS,
FIELD ORDERS, CHANGE ORDERS AND CLARIFICATION SKETCHES ISSUED
DURING THE COURSE OF CONSTRUCTION.
It "BY OTHERS" DENOTES LABOR AND MATERIALS BY OTHERS-
HOWEVER THE GENERAL CONTRACTOR SHALL PROVIDE COORDINATION AND
FREE ACCESS FOR THE WORK
12_ "NIC" DENOTES NOT IN CONTRACT, THE OWNER SHALL BE
RESPONSIBLE FOR COOROIN,ATING A TIME SCHEDULE OF THE BASE
CONTRACT WITH THE "NIC" TRADES.
13_ TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY
UNLESS SPECIFICALLY NOTED OTHERWISE CONSTRUCTION DETAILS AND
SECTIONS NOT COMPLETELY SHOWN OR NOTED SHALL BE SIMILAR TO
DETAILS AND SECTIONS SHOWN OR NOTED FOR SIMILAR CONDITIONS-
14. THE GENERAL CONTRACTOR SHALL SE SOLELY RESPONSIBLE FOR
ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND
PROTECTION, IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT.
15. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD
ALL COMPONENTS OF THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT
IS SECURELY ANCHORED.
16, THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS,
EQUIPMENT AND SERVICES OF EVERY KIND, INCLUDING WATER AND
POWER, NECESSARY FOR THE PROPER EXECUTION of THE WORK SHOWN OR
INDICATED ON THESE DRAWINGS ALL MATERIAL SHALL BE NEW_
MATERIALS AND WORKMANSHIP SHALL OF GOOD QUALITY_ ALL
WOF MEN AND SUBCONTRACTORS SHALL BE SKILLED IN THEIR TRADE
11. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK,
ADJACENT PROPERTY AND THE PUBLIC, AND BE RESPONSIBLE FOR
DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT.
I8. THE PREMISES SHALL BE KEPT FROM ACCUMULATION OF WATER.
MATERIALS, AND DEBRIS, AND AT THE END OF THE JOB THE
CONTRACTOR SHALL REMOVE ALL RUBBISH, SURPLUS MATERIALS, AND
TOOLS AND LEAVE THE BUILDING BROOM CLEAN,
19. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN
OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR
"THRESHOLD" INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING
DEPARTMENT SHALL BE UNDER A SEPARATE CONTRACT,
20, SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE
SUPERSEDED BY THE STRUCTURAL. DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT
ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST
STRUCTURAL DRAWINGS.
2L THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH ONE
COPY OF SHOP DRAWINGS A MINIMUM OF TWO
WEEKS PRIOR TO PLACEMENT_ THE REVIEW OF SHOP DRAWINGS BY THE
ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL
DRAWINGS AND SPECIFICATIONS_ THIS REVIEW DOES NOT GUARANTEE
M ANY WAY THAT THE SHOP DRAWNGS ARE CORRECT NOR DOES IT
INFER THAT THEY SUPERSEDE THE STRUCTURAL. DRAWINGS,
REINFORCING STEEL-
. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, FREE FROM
LOOSE RUST AND SCALE CONFORMING TO ASTM A615 /A615M -01, FY 860
KSI, U.ON,
2, ALL REINFORCING SHALL BE DETAILED AND FABRICATED
FOLLOWING THE REQUIREMENTS OF ACI 244 -94, PLACING OF REBARS
SHALL CONFORM TO CRSI "RECOMMENDED PRACTICES FOR PLACING
REINFORCING BARS"_
3, MINIMUM CONCRETE COVER ON REINFORCING STEEL FOR
NON - PRESTRESSED CONCRETE SHALL BE AS FOLLOWS, U.ON_ --
MINIMUM TOLERANCE
COVER + OR
CAST AGAINST AND
PERMANENTLY
EXPOSED TO EARTH 3" 3/8"
EXPOSED TO EARTH OR
WEATHER NO.5 AND
SMALLER BARS 11/211 3/8"
NO.6 AND LARGER BARS 2" 3/8"
NOT EXPOSED TO WEATHER OR
IN CONTACT WITH GROUND=
ROOF SLAB I" 1/8"
STRUCTURAL SLAB AND
WALLS 1" 1/8"
BEAMS AND COLUMNS
(PRIMARY REINFORCEMENT,
TIES, STIRRUPS AND
SPIRALS) 111211 3/8"
SLABS ON GRADE 11&1 1/4"
4, NO DEVIATION FROM THE STRUCTURAL PLANS SHALL BE
PERMITTED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE
STRUCTURAL ENGINEER. ALL REINFORdws DETAILS TO BE SUBMITTED
TO THE ENGINEER FOR HIS APPROVAL.
5. ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE
DURING CONCRETE POURING IF REQUIRED, ADDITIONAL BARS SHALL
BE PROVIDED BY THE CONTRACTOR TO FUW1944 SUPPORT FOR THE BARS
6. BARS SUPPORTS SHALL BE PLASTIC TIPPED FOR EXPOSED
CONCRETE LEGS OF FOUNDATIONS CHAIRS SHALL BE GALVANIZED.
PLASTIC "DONUT" SPACER SPACER WILL BE REQUIRED FOR STEEL AGAINST
FOE'S IN CONCRETE BEAMS AND WALLS IF FIELD CONDITIONS WARRANT_
1. WELDED WIRE FABRIC SHALL ICONtFORM WITH ASTM A 185 -19 AND
IT SHALL BE SUPPORTED ON SLAB BOLSTERS
8, ALL REIFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED
30 DIAL AT SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP
CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AS REQUIRED_
TERMINATE CONTINUOUS BARS AT NON - CONTINUOUS ENDS WITH STANDARD
HOOKS, U.ON.
91 ALL WALLS AND COLUMNS SHALL BE DOWELED INTO FOOTINGS,
WALLS, BEAMS, OR SLABS WITH BARS OF THE SAME SIZE AND SPACING
AS THE BARS ABOVE USE A (30) BAR DIAMETER LAP EXCEPT WHERE
SPECIFICALLY INDICATED_
10_ VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR
LINES, SPLICE BARS IN SPANDRELS, WALLS, BEAMS, GRADE BEAMS ETC.
(UNLESS OTHERWISE NOTED) AS FOLLOWS= TOP BARS AT CENTER
LINE OF SPANS BOTTOM BARS AT THE SUPPORT_
2
STRUCTURAL STEEL=
L ALL STRUCTURAL STEEL ROLLED SHAPES, ASTM ASW, GRADE 50
2_ STRUCTURAL TUBING (TB) SHALL COMPLY WITH ASTM A500,
GRADE B, FY - 46 KSI.
3. STEEL PIPE SHALL COMPLY WITH ASTM A53, TYPE S, GRADE B,
FY ■ 35 KSI,
4_ IROLLEP M, S, C, AND MG SHAPES AND ANGLES= ASTM A36, N-36 MI
5, ALL BOLTS SHALL BE 3/4" DIAMETER ON 13/16" ROUND HOLES,
UNLESS OTHERWISE NOTED
6. ANCHOR BOLTS SHALL COMPLY WITH ASTM A301.
1. WELDING ELECTRODES SHALL BE E - 10 SERIES, LOW HYDROGEN.
I. ALL REINFORCED CONCRETE DESIGN SHALL BE IN ACCORDANCE
WITH BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
( ACI - 318 -08)_
2_ ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
(ACI- 301 -06)
3. CONCRETE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS:
. FOUNDATIONS 3000 PSI
SLAB ON FILL- 3000 PSI
COLUMNS 4000 PSI
4_ MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR
APPROVAL PRIOR TO COMMENCEMENT ON ANY CONCRETE WORK.
5, NO ADMIXTURE SHALL BE PERMITTED WITHOUT THE WRITTEN
APPROVAL OF THE ENGINEER,
6_ FORMWORK SHALL COMPLY WITH "RECOMMENDED PRACTICE FOR
CONCRETE FORMWORK". (ACI 341R -94).
1, THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFE
ADEQUATE SHORING RE- SHORING, BRACING AND FORMWORK GENERAL
CONTRACTOR SHALL CONTRACT A STATE OF FLORIDA REGISTERED
ENGINEER TO PREPARE SHORING AND RESHORING PLANS AND THEY
SHOULD BE SUBMITTED TO THE ENFORCEMENT AGENCY FOR
RECORDKEEPING,
8 THE OWNER SHALL CONTRACT AN INDEPENDENT TESTING
LABORATORY APPROVED BY THE ENGINEER TO PERF-ORM CONCRETE
CYLINDER TESTS AS FOLLOWS= FOUR CYLINDER TEST PER
ANY DAY'S POUR LESS THAN 50 CUBIC YARDS
9. TRANSPORTING, PLACING, CURING AND DEPOSITING of CONCRETE
SHALL COMPLY WITH ACI 301 - 93
10_ NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE—
It VERTICAL CONSTRUCTION JOINTS USING APPROVED BULKHEADS
MAY BE MADE AT CENTER OF BEAM OR SLAB SPANS WHERE STOP IN
CONCRETE WORK IS NECESSARY_ FOR ADDITIONAL REINFORCING AT
CONSTRUCTION JOINTS SEE DETAILS ANY OTHER CONSTRUCTION JOINT
REQUESTED BY THE GENERAL CONTRACTOR SHALL BE SHOWN ON THE
SHOP DRAWINGS FOR THE ENGINEER'S REVIEW
12_ REMOVE ALL DEBRIS FROM FORMS BEFORE POURING.
13. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL
(AS IN WALLS, COLUMNS, AND DROP CAPITALS) SO AS TO CAUSE
SEGREGATION OF AGGREGATES USE HOPPERS, CHUTES OR TRUNKS OF
VARYING LENGTHS SO THAT THE FREE UNCONFINED FALL OF CONCRETE
SHALL NOT EXCEED 5 FEET, AND A SUFFICIENT NUMBER SHALL BE USED
TO ENSURE THE CONCRETE IS BEING KEPT LEVEL AT ALL TIMES
REINFORCED MASONRY LOAD BEARING:
L LAY UP ALL 8' MASONRY WITS PRIOR TO CONSTRUCTION OF THE
SUPPORTED MEMBERS FOR THE SAME STORY_ USE TYPE M MORTAR IN HEARING
WALLS: LAY UP WITS IN RUNNING BOND_
2. CONSTRUCT REINFORCED MASONRY M ACCORDANCE WITH Ad 530 -08
"BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES: AND OR
' SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARINCs
CONCRETE MASONRY' ACI 530.1 -08
3, USE CONCRETE MASONRY WITS CONFORMING TO ASTM CW GRADE N
MASONRY LIMITS SHALL DEVELOP A MINKIM C010IFRESSIVE PRISM STRENGTH
(Mn) OF 1,900 PS.I, AND THE AVERAGE OF 3 WITO 1,500 P.M., MORTAR
TO BE TYPE M CONFORMING TO ASTM Cr0_ MASY UNITS SHALL BE A MIN. OF 50X SOLID.
4_ TEST ONE SET OF MASONRY WITS IN ADVANCE OF BEGINNING
OF°ERATIONS AND ONE SET DURING CONSTRUCTION FOR EACH 3000 Sa*T_ OF
WALL AREA. SAMPLE FROM ACTUAL. FIELD WITS
5 USE TYPE T1' MORTAR IN ACCORDANCE WITH ASTM C210 USE 318"
FULL BEDDED JOINTS FOR ALL MASONRY WITS. RE91oVE MORTAR PROTRUDING
INTO CELL CAVITIES THAT ARE TO BE REINFORCED AND GROUTED. ALLOW A
MM. OF 24 HOURS FOR MORTAR
6, USE 3000 PSI PUMP MIX READY MIX GROUT MADE WITH MAX 3/8'
AGGREGATE AND 8' TO 10" SLUMP. TEST SAMPLES FOR CCMPRESSlVE STF MOTH
TEST EVERY 30 YARDS OR EACH DAYS GRbUTING.
L USE HEAVY DUTY LADDER TYPE MASONRY REINFORCING N EVERY OTHER
COURSE USE P1;AHRICATED CORNERS AND TEES AT WALL INTERSECTIONS
OVERLAP DISCONTINUOUS ENDS A MN. OF 12 "_ HOMZON'TAL REINFORCING
SHALL CONFORM TO ASTM AM.
8 USE GROUTED CELLS WITH 5 VERTICAL AT WALL INTERSECTIONS,
EACH SIDE OF OPENNGS IN THE WALL AND AT THE ENDS OF WALLS USE
15 IN FILLED CELL, U.OX
9. USE BAR SPACERS IN EVERY 6th COURSE WHERE CELLS ARE TO BE
GROUTED.
10, PROVIDE CLEAN OUT OPENINGS FOR EACH GROUTED CELL
It USE ASTM A 615 GRADE 60 REINFORCING STEEL
I. IN HIGH LIFT GROUTING USE A MAX LIFT OF 4' -0" MIN 0 HOUR
AND MAX I HOUR BETWEEN LIFTS VIBRATE EACH LIFT AND RECONSOLIDATE
PREVIOUS LIFT AFTER PLACING NEXT LIT
13. REINFORCED MASONRY WALL. CONSTRUCTION SHALL BE INSPECTED BY AN
ENGINEER OR ARCHITECT IN ACCORDANCE WITH Ad 53L
w uem ANCHOR L30LT8 ARE SET N MASONRY WALL, FILL BLOCIG CELLS
WITH GROUT FOR BOLTED COURSE, ONE COURSE ABOVE AND TWO COURSES
BELOW ANCHOR ELEVATION.
15 USE PRESSURE TREATED WOOD N CONTACT WTN MASONRY,
16, PROVIDE POURED IN PLACE LINTELS OR HEADERS OVER ALL MASONRY
OPENINGS NOT FLUSH WITH STRUCTURAL FRAME
M RENFORICNG SPLICES TO BE 48 BAR DIAMETERS
MECHANICAL FASTENERS:
ALL ANCHORS SHALL PROVIDE EGIUAL OR GREATER STRUCTURAL LOAD
CAPACITIES (ALLOWABLE OR ULTIMATE) THAN THOSE SPECIFIED BELOUL WHERE
ALTERNATE SYSTEMS mgmm RED, THE CONTRACTOR SHALL ENSURE THE
ALTERNATE SYSTEM CAN PROVIDE SUCH LOADS, AND SHALL CONTACT THE
ENGINEER TO ADVISE SUCH CHANGES THE CONTRACTOR MUST ALSO PROVIDE
LOAD TABLES, OR OTHER LITERATURE WHICH SPECIFIES SUCH CAPACITIES, AT THE
ENGINEER'S, ARCHITECT'S, OR OWNER'S REO EST.
EXPANSION ANCHORS:
"POWER -BOLT' BY RAWL
ADHESIVE ANCHORS:
K46CNNRY SCREWS:
RAWL
"!LEDGE ALL' BY SIMPSCN, OR
"EPDXY TIE "(SET, ET, ETF) BY SIMPSOK
OR "POWER -FAST" BY RAWL
'rITEN' BY SIMPWK OR "TAPPER" BY
POWDER ACTUATED FASTENERS (PAP), POWDER ACTUATED FASTENERS BY
SIMPSOR OR "PINS" BY RAWL
ALL FASTENERS SHALL 15E INSTALLED AS SPECIFIED BY THE MAMFACTURER
WL`ERE EMBEDMENT DEPTH, SPACING, EDGE DISTANCE, OR END DISTANCE IS NOT
SPECIFIED, THE MORE STRINGENT SPECIFIED BY EACH FASTENER'S MANI FACTUSER
SHALL. M USED_ ALL FASTENERS SHALL COMPLY WITH THE REQUIREMENTS SET BY
THE GOVERNING BUILDING CODE
LUMBER:
L ALL LUMBER TO BE SOUTHERN PINE NOZ OR BETTER
PLYWOODs
L SHALL COMPLY WITH THE PLYWOOD DESIGN SPECIFICATION BY
THE AMERICAN PLYWOOD ASSOCIATION.
2. PLYWOOD SHEATHING SHALL BE 19/3211, APA RATED SHEATHING,
EXTERIOR, 40/20 PANEL IDENTIFICATIott
NOTE: (F.B.C. 109.3.6.4.4) "TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE
APPLICABLE FIRE - SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633 OF THE FLORIDA STATUES:'
1 1
0
3
FOOTING
REVISIONS
SCHEDULE
1
BOARD REVIEW
COMMENTS
07.27.12
REh�FORCING
JOB SITE COND.
02.07.13
SIZE (IN)
LONG BAR
SNORT
BAR
MARK
gg
LENGTH
WIDTH
D PTH
TOP
BOTT.
TOP
BOTT,
11,11=24
CONT
24"
12"
(3) "5
(3) "5
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CONT. WALL FTG-
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CONT
32"
12"
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F -3.5
3' -6"
3' -6"
12"
(5) «6
T 5) 06
(5) 06
(5) 06
ISOLATE FTCs.
A
TYPICAL FOOTWG REW -MW
LAYOUT - PLAN VIEW q
LONG BARS
TOP STEEL
AS IRE
NOTES:
LONG BARS TO BE PLACED IN
OUTER LAYER PROVIDE A 30 "x30"
o
COINER BAR FOR EACH LONG
tq
BAR AT ALL CONT, FOOTING
GONTMMS ,q
SEC A -A CHANGES 11`l DIRECTION
OR LENGTH
s
1
4
COMER BARS SHALL
MATCH HORIZ REIN BAR
SIZE - TYP,
48 BAR 0 LAP
SPLICE - TYP.
CORNER 5ARS INTERSECTION
CORNER BARS SHALL
MATCH WORM RE W
BAR SIZE - TYP-
48 BAR 0 LAP
SPLICE - TYP.
BEAMS AND FOOTING CORNER BARS
rl
C1'ry OF SOUrli
BU/LD /NG pr.
STRUCTURAL SECTION
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STRUCTURAL ENGINEERS
a
6635 W. Commercial Blvd.w
Suite 215 ;
Alyarq asq z. P.E,
Tamarac, FL 33319 �� :g
Ph: (954) 731 -2511 - ,;FL, PE # 60843
' •dlr RCA' #?7446
Fax: (954) 731 -2591 `1 ..
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DFSIGIN TEfaM: ;
- JUL - - PULIDO, AIA
ARCHITECTURE - PLANNING
12721 S.W. 30 ST. MIAMI, FL 33175
PH: (305) 505 -6910 - AR93904
PROJECT:
ICLIENT:
CHRIS BARTLETT
JCB CONTRACTING INC.
631 SE 5TH TERRACE
POMPANO BEACH, FL
(PROJECT:
NEW ALUMINUM FENCE
AND GATE TO:
RED ROAD COMMONS
6600 RED ROAD
SOUTH MIAMI, FL 33146
MANAGMENT:
#
REVISIONS
DATE
1
BOARD REVIEW
COMMENTS
07.27.12
2
JOB SITE COND.
02.07.13
DATE: 09.12.2012
PROJECT No.: 077 -12
DRAWN BY: L.L.
CHECKED BY: A.V.
COPYRIGHT JULIO PULIDO ARCHITECT, 2012
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4
COMER BARS SHALL
MATCH HORIZ REIN BAR
SIZE - TYP,
48 BAR 0 LAP
SPLICE - TYP.
CORNER 5ARS INTERSECTION
CORNER BARS SHALL
MATCH WORM RE W
BAR SIZE - TYP-
48 BAR 0 LAP
SPLICE - TYP.
BEAMS AND FOOTING CORNER BARS
rl
C1'ry OF SOUrli
BU/LD /NG pr.
STRUCTURAL SECTION
dIffisrah-
f
aw
STRUCTURAL ENGINEERS
a
6635 W. Commercial Blvd.w
Suite 215 ;
Alyarq asq z. P.E,
Tamarac, FL 33319 �� :g
Ph: (954) 731 -2511 - ,;FL, PE # 60843
' •dlr RCA' #?7446
Fax: (954) 731 -2591 `1 ..
d
C
B
A
DFSIGIN TEfaM: ;
- JUL - - PULIDO, AIA
ARCHITECTURE - PLANNING
12721 S.W. 30 ST. MIAMI, FL 33175
PH: (305) 505 -6910 - AR93904
PROJECT:
ICLIENT:
CHRIS BARTLETT
JCB CONTRACTING INC.
631 SE 5TH TERRACE
POMPANO BEACH, FL
(PROJECT:
NEW ALUMINUM FENCE
AND GATE TO:
RED ROAD COMMONS
6600 RED ROAD
SOUTH MIAMI, FL 33146
MANAGMENT:
#
REVISIONS
DATE
1
BOARD REVIEW
COMMENTS
07.27.12
2
JOB SITE COND.
02.07.13
DATE: 09.12.2012
PROJECT No.: 077 -12
DRAWN BY: L.L.
CHECKED BY: A.V.
COPYRIGHT JULIO PULIDO ARCHITECT, 2012
SHEET TITLE:
GENERAL
NOTES &
SCHEDULE
SHEET No:
S -0