08-1384-010i
I ! NEW WALL FOOTING
-- (3)#5 DOWELS EMBEDED
° 6" WITHIN CONCRETE
j WITH HILTI EPDXY CAPSULE
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EXISTING WALL FOOTING
PLAN
CONNECTION BETWEEN EXISTING
AND NEW WALL FOOTING
N.T.S.
30"
CORNERS BARS TO
TO MATCH HORIZ. BARS
T & B
#5x5-0" LONG
BENT 30" EA.
DIRECTION
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A— 480 LONG HOOK
(FBC R4404.3.3.1.2)
FOR REINF. INFO. REFER
TO PLAN AND SCHEDULE
TYPICAL FOOTING CORNER BAR DETAIL
N.T.S.
2 #5 X 3' -6" DOWELS
NEW CONC. FTG., 1PDXYGROUT WITH RILL 3/4" DIAM. HOLES x 6"
SEE PLANS
D � _ E�XI�T- �CONC,
NEW FTG. EXIST. FTG.
CONNECTION BETWEEN EXISTING
AND NEW FOOTING
N.T.S.
NOTE:
WINDOW AND FRENCH GLASS DOOR
INSTALLATION SHALL BE IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS
SET FORTH IN THE APPROVED PRODUCT
CONTROLAPPROVAL.
DOORS NOTE:
EVERY CLOSET DOOR LATCH SHALL BE
SUCH THAT CHILDREN CAN OPEN THE
DOOR FROM INSIDE CLOSET
EVERY BATHROOM DOOR SHALL BE DESIGNED
TO ALLOW OPENING FROM THE OUTSIDE
DURING AN EMERGENCY WHEN LOCKED
SPECIAL NOTES:
ALL BATHROOMS SHALL HAVE TILE FLOOR t BASE OR OTHER
APPROVED IMPERVIOUS MATFRIAL UNTIL 72" HIGH AT WALLS
TO COMPLY W/ R307.2
ALL WINDOWS WITHIN 12" OF ALL DOORS SHALL BE SAFETY GLASS
AT ALL TUB & SHOWER ENCLOSURES.
PROVIDE THRESHOLD & WEATHER STRIPS AT ALL EXTERIOR DOORS.
PROVIDE STORM SHUTTER PROTECTION AT ALL
EXTERIOR DOORS W /GLASS & ALL WINDOWS
TYPE OF LOCK OR LATH R319.4.4-
EGRESS DOOR:
ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM
THE SIDE FROM WHICH EGRESS IS TO BE MADE WITHOUT THE
USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.
STRUCTURAL GENERAL NOTES
COORDINATION
1. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE
DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, OPENINGS, REGLETS, BOLT
SETTINGS, SLEEVES, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK.
NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS.
2. 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 TO
CODES, RULES AND REGULATIONS SHALL BE NOTIFIED IN WRITING TO THE
ARCHITECT- ENGINEER. ANY SUCH DISCREPANCIES, OMISSION OR
VARIATIONS NOT REPORTED DURING THE BIDDING PERIOD SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR WHO SHALL PERFORM
THE WORK AS PER THE ARCHITECT - ENGINEER'S INSTRUCTIONS.
3. THE DRAWINGS SHOW SECTIONS AND DETAILS FOR SPECIFIC CONDITIONS.
THE SECTIONS AND DETAILS ARE TO APPLY TO OTHER SIMILAR
CONDITIONS NOT SPECIFICALLY SHOWN.
CONSTRUCTION LAYOUT
FOR THE ACCURATE LOCATION AND ORIENTATION OF MASONRY WALLS
AND STRUCTURES REFER TO ARCHITECTURAL DRAWINGS.
PRECAUTIONS
1. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO
AVOID DAMAGING ANY EXISTING UTILITIES. ANY UNKNOWN OR DAMAGED
UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUDING THE
ENGINEER. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING,
SHORING, AND PROTECTION IN ACCORDANCE WITH THE BUILDING
DEPARTMENT REGULATIONS.
2. NO BACKFILL SHALL BE PLACED AGAINST ANY STRUCTURE UNTIL HAS
ATTAINED THE SPECIFIED 28 -DAY CONCRETE STRENGTH.
CONCRETE SLAB ON FILL
1. SELECTED FILL MATERIALS SHALL BE CLEAN CRUSHED LIME STONE (3"
1' "x 4" PT, WD. BUCK ATTACHED TO
CONCRETE STRUCTURE W/ 1/4" TAPCONS AT 6"
[FROM ENDS AND Q 12" O.C. MAX.
1 1/4" MIN. FMB. INTO CONCRETE
' 1 X 4 PT. FURRING
DRYWALL { CONCRETE ANCHORS AS NOA
STUCCO 1/4" DRYWALL J_L_L.1.`� PER WINDOW CAULKING
CAULKING PERIMETER CAULKING AND
PERIMETER CAULKING AND BACK BEDDING
BACK BEDDING CONCRETE ANCHORS AS
HEAD PER WINDOW JAMB NOA STUCCO
WINDOW DETAILS
N.T.S.
MAX. PARTICLE) OR CLEAN FINE SAND. THE FILL PLACEMENT SHOULD
OCCUR IN THE DRY AND COMPACTED TO A MINIMUM OF 95 PERCENT OF
THE MODIFIED PROCTOR MAXIMUM DRY DENSITY.
CAST -IN -PLACE CONCRETE
CONCRETE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS:
1.
SLAB ON FILL ................. 3000 PSI
COLUMNS ............ . . . . ... 3000 PSI
STRUCTURAL SLABS .............. 3000 PSI (U.O.N.)
BEAMS ..................... 3000 PSI (U.O.N.)
2. 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.
3. SLABS ON GRADE SHALL BE PLACED OVER 6 ML VISQUEEN OR APPROVED
EQUAL, AND SHALL BE ISOLATED BY PREMOLDED JOINT FILLER -
4. JOINT SHALL BE FILLED AND SEALED AS INDICATED ON THE CONTRACT
DRAWINGS AND FOLLOWING THE MANUFACTURE SPECIFICATIONS.
5. SAW CUT CONTROL JOINTS SHALL BE SAWED AS SOON AS THE CONCRETE
IS HARD ENOUGH NOT TO BE TORN OR DAMAGE BY THE BLADE.
JOINTS SHALL BE DONE AS SHOWN ON THE CONTRACT DRAWINGS.
STEEL REINFORCEMENT
1. STEEL REINFORCEMENT FOR ALL BARS SHALL CONFORM TO ASTM A615,
GRADE 60
2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.
3. ALL REINFORCING SHALL BE DETAILED AND FABRICATED CONFORMING TO
ACI 315. PLACING OF BARS SHALL CONFORM TO CRSI "RECOMMENDED
PRACTICES FOR PLACING REINFORCING BARS. NO DEVIATION FROM THE
STRUCTURAL PLANS SHALL BE WITHOUT THE EXPRESS WRITTEN CONSENT
OF THE ARCHITECT-ENGINEER.
4. ALL LONGITUDINAL REINFORCEMENT BARS SHALL BE LAPPED 48 DIA. AT
SPLICE CORNERS, LION. ALL OTHERS SPLICES SHALL BE AS SHOWN IN THE
rough masonry opening detail
0
1"x 4" PT. WD. BUCK ATTACHED TO
STRUCTURE W/ 1/4" TAPCONS AT 6"
FROM ENDS AND Q 12" O.C. MAX.
1 1/4" MIN. EMB. INTO CONCRETE
- CAULKING
3/4 " = 1' -0"
C
SPLICE LENGTH SCHEDULE ON THE CONTRACT DRAWINGS. ALL WALLS AND
COLUMNS SHALL BE DOWELED IN FOOTINGS, WALLS, BEAMS, OR SLABS
WITH BARS OF THE SAME SIZE AND SPACING AS THE BARS ABOVE.
5. ALL BARS SHALL BE SECURELY HELD IN PLACE DURING CONCRETE
POURING. IF REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED BY THE
CONTRACTOR TO FURNISH SUPPORT FOR THE BARS.
6. EPDXY REBARS SHALL BE EMBEDED AS SPECIFIED BY THE MANUFACTURER.
STEEL
1. ALL STRUCTURAL STEEL ROLLED SHAPES, BARS AND PLATES SHALL
CONFORM TO ASTM A 36, FY =36 KSI, LION.
2. STRUCTURAL TUBING SHALL CONFORM TO ASTM A 500, GRADE B,
FY= 46KSI.
3. STEEL PIPES SHALL CONFORM TO ASTM A 53, TYPE S, GRADE B,
FY= 35KS1.
4. ANCHOR BOLTS SHALL CONFORM TO ASTM A 307.
5. WELDING ELECTRODES SHALL BE E 70 SERIES, LOW HYDROGEN.
6. TYPE AND EMBEDMENT LENGTH OF CONCRETE MECHANICAL
ANCHORS SHALL BE AS SHOWN ON THE CONTRACT DRAWINGS.
REINFORCEMENT CLEARANCE
CLEARANCE, OF STEEL REINFORCEMENT FROM FACE OF CONCRETE TO THE
OUTERMOST BAR SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED.
ON THE DRAWINGS.
CONCRETE CAST AGAINST GROUND Y
BEAMS AND COLUMNS 1 -1/2"
SLABS 1..
FOOTINGS 2" TOP
TIE COLUMNS
MASONRY
3" BOTTOM AND SIDES
1 -1/2" TO TIES
1. MASONRY UNITS SHALL CONFORM TO ASTM C -90, TWO CELL HOLLOW,
LOAD BEARING CONCRETE BLOCK OF 8 INCHES BY 16 INCHES. CONCRETE
MASONRY SHALL HAVE AN AVERAGE PRISM STRENGTH (f m) OF 1500 PSI.
MASONRY GROUT SHALL BE A PEAROCK MIX WITH A MAXIMUM AGGREGATE
SIZE OF 3/8 INCH AND A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI.
CELLS TO BE FILLED WITH GROUT AS INDICATED ON DRAWING.
rough masonry opening detail
PERIMETER CAULKING AND PERIMETER CAULKING AND
BACK BEDDING BACK BEDDING
CAULK
MARBLE SILL
CONCRETE SILL
SILL
3/4" = 1' -0"
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2. THE PLACEMENT OF MASONRY UNITS SHALL BK-- "RhNNING 6bND" -TYPE.
HORIZONTAL AND VERTICAL JOINTS SHALL BE T�iREGEIGF;THS OF'AN INCH
IN THICKNESS. MORTAR USED TO BOND MASONRY SHALL BE TYPE M AND
SHALL HAVE A MINIMUM AVERAGE COMPRESSIVE STRENGTH OF 2500 PSI.
PROPERTIES AND PROPORTIONS SHALL COMPLY WITH ASTM C270. FOR
INTERIOR LOAD BEARING WALLS THE MORTAR SHALL BE TYPE M OR S. FOR
INTERIOR WALLS ABOVE GRADE AND NOT SUPPORTING LOADS THE
MORTAR SHALL BE TYPE M, S, OR N.
3. HORIZONTAL REINFORCEMENT SHALL BE 9 GA LADDER TYPE AT 16" O /C.
VERTICAL REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE LAYOUTS
SHOWN ON THE DRAWINGS.
4. WHENEVER ANCHOR BOLTS ARE TO BESET IN MASONRY TWO CELLS AT
THE SETTING LOCATION SHALL BE FILLED WITH 3500 PSI GROUT.
WOODEN STRUCTURES
1. STRUCTURAL LUMBER TO HAVE A MIN DESIGN VALUE FOR EXTREME FIBER IN
BENDING Fb = 1,050 PSI. USE #2 SOUTHERN YELLOW PINE OR BETTER.
2. ALL ROOF MEMBERS TO BE SECURED TO TIE BEAMS OR OTHER STRUCTURAL
MEMBERS WITH HURRICANE STRAPS AS SHOWN IN THE METAL CONNECTOR
SCHEDULE ON THE CONTRACT DRAWINGS.
3. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE
PRESSURE TREATED.
SHOP DRAWINGS
1. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED
BY THE STRUCTURAL DRAWINGS. THE REVIEW OF SHOP DWGS BY THE
ARCHITECT - ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE
STRUCTURAL DRAWINGS AND SPECIFICATIONS. THIS REVIEW DOES NOT
GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT NOR
DOES IT INFERS THAT THEY SUPERSEDED THE STRUCTURAL DRAWINGS.
2. THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW.
FABRICATION SHALL NOT COMMENCE UNTIL ALL REVIEWS ARE
COMPLETED.
PRE - ENGINEERED TRUSSES CONCRETE MASONRY UNITS
REINFORCING STEEL PRECAST CONCRETE MEMBERS
CONCRETE MIX DESIGNS ROOF METAL CONNECTORS
GROUT MECHANICAL ANCHORS.
WOOD CASING TRIM
1 X 4 PT. WOOD FURRING 1 "x 4" PT. WD. BUCK ATTACHED TO TY OF SOUTH MIAMI
STRUCTURE W/ 1/4" TAPCONS AT 6" LIUILDING DEPT.
1 /2" GYPSUM WOOD BOARD FROM ENDS AND 0 12 O.C. MAX.
1 1/4" MIN. FMB. INTO CONCRETE
2 X 4 PT. WOOD FURRING STRIJCTUr'7AL STION
:METAL CLAD HOLLOW DOOR
WD. DOOR FRAME ANCHORED TO WOOD
(LOCKING AS PER DOOR PRODUCT APPROVAL --",K E,
STUCCO77 SEALANT
CONCRETE BLOCK
DOOR JAMB DETAIL
N.T.S.
11
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INSERT # 5 REBAR IN BLOCK -/
CELLS AND FILL W/ 3000 PSI GROUT
SECTION E
N.T.S. S -6
TO RECEIVE DOWEL AND
FILL WITH EPDXY CROUT
TYPICAL NEW GROUT
FILLED CELL DETAIL
N.T.S.
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rough masonry opening detail
PERIMETER CAULKING AND PERIMETER CAULKING AND
BACK BEDDING BACK BEDDING
CAULK
MARBLE SILL
CONCRETE SILL
SILL
3/4" = 1' -0"
I
2. THE PLACEMENT OF MASONRY UNITS SHALL BK-- "RhNNING 6bND" -TYPE.
HORIZONTAL AND VERTICAL JOINTS SHALL BE T�iREGEIGF;THS OF'AN INCH
IN THICKNESS. MORTAR USED TO BOND MASONRY SHALL BE TYPE M AND
SHALL HAVE A MINIMUM AVERAGE COMPRESSIVE STRENGTH OF 2500 PSI.
PROPERTIES AND PROPORTIONS SHALL COMPLY WITH ASTM C270. FOR
INTERIOR LOAD BEARING WALLS THE MORTAR SHALL BE TYPE M OR S. FOR
INTERIOR WALLS ABOVE GRADE AND NOT SUPPORTING LOADS THE
MORTAR SHALL BE TYPE M, S, OR N.
3. HORIZONTAL REINFORCEMENT SHALL BE 9 GA LADDER TYPE AT 16" O /C.
VERTICAL REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE LAYOUTS
SHOWN ON THE DRAWINGS.
4. WHENEVER ANCHOR BOLTS ARE TO BESET IN MASONRY TWO CELLS AT
THE SETTING LOCATION SHALL BE FILLED WITH 3500 PSI GROUT.
WOODEN STRUCTURES
1. STRUCTURAL LUMBER TO HAVE A MIN DESIGN VALUE FOR EXTREME FIBER IN
BENDING Fb = 1,050 PSI. USE #2 SOUTHERN YELLOW PINE OR BETTER.
2. ALL ROOF MEMBERS TO BE SECURED TO TIE BEAMS OR OTHER STRUCTURAL
MEMBERS WITH HURRICANE STRAPS AS SHOWN IN THE METAL CONNECTOR
SCHEDULE ON THE CONTRACT DRAWINGS.
3. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE
PRESSURE TREATED.
SHOP DRAWINGS
1. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED
BY THE STRUCTURAL DRAWINGS. THE REVIEW OF SHOP DWGS BY THE
ARCHITECT - ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE
STRUCTURAL DRAWINGS AND SPECIFICATIONS. THIS REVIEW DOES NOT
GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT NOR
DOES IT INFERS THAT THEY SUPERSEDED THE STRUCTURAL DRAWINGS.
2. THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW.
FABRICATION SHALL NOT COMMENCE UNTIL ALL REVIEWS ARE
COMPLETED.
PRE - ENGINEERED TRUSSES CONCRETE MASONRY UNITS
REINFORCING STEEL PRECAST CONCRETE MEMBERS
CONCRETE MIX DESIGNS ROOF METAL CONNECTORS
GROUT MECHANICAL ANCHORS.
WOOD CASING TRIM
1 X 4 PT. WOOD FURRING 1 "x 4" PT. WD. BUCK ATTACHED TO TY OF SOUTH MIAMI
STRUCTURE W/ 1/4" TAPCONS AT 6" LIUILDING DEPT.
1 /2" GYPSUM WOOD BOARD FROM ENDS AND 0 12 O.C. MAX.
1 1/4" MIN. FMB. INTO CONCRETE
2 X 4 PT. WOOD FURRING STRIJCTUr'7AL STION
:METAL CLAD HOLLOW DOOR
WD. DOOR FRAME ANCHORED TO WOOD
(LOCKING AS PER DOOR PRODUCT APPROVAL --",K E,
STUCCO77 SEALANT
CONCRETE BLOCK
DOOR JAMB DETAIL
N.T.S.
11
�DIDXIL24
INSERT # 5 REBAR IN BLOCK -/
CELLS AND FILL W/ 3000 PSI GROUT
SECTION E
N.T.S. S -6
TO RECEIVE DOWEL AND
FILL WITH EPDXY CROUT
TYPICAL NEW GROUT
FILLED CELL DETAIL
N.T.S.
HOLE
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Drawn Oy. PUERTO /CBS
(305) 262 -8075
Checked: M, LOPEZ
Date: 11/25/08
Sheet:
Project # 08 -115
S -3
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Drawn Oy. PUERTO /CBS
(305) 262 -8075
Checked: M, LOPEZ
Date: 11/25/08
Sheet:
Project # 08 -115
S -3
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