12-115-004STRUCTURAL NOTES:
GENERAL
STRUCTURAL NOTES
1S WHERE CONC.
FOOTING BEGINS FROM EXIST. CONSTRUCTION, DRILL 6" INTO SIDE OF EXIST. FOOTING & SET
REMARKS
WIDTH
2.
SOIL
STATEMENT:
2 #7 x 3' -0"
DOWELS IN EPDXY ADHESIVE.
0.35 SHGC /0.65 U- FACTOR
HR 5040
60"
48"
INSPECTION OF THE SITE INDICATES UNDISTURBED SAND AND LOOSE 2S OPEN END SHELL OF EXIST. C.M.U. AND FILL MONOLITHIC WITH SC OR CONCRETE COL
HR 74X38
74
38"
0.35 SHGC /0.65 U- FACTOR
ROCK WITH A BEARING PRESSURE CAPACITY OF 2,000 PSF.
37"
38"
0.35 SHGC /0.65 U- FACTOR
IF ANY OTHER CONDITION ARE ENCOUNTERED ARCHITECT SHALL BE NOTIFIED
BEFORE CONTINUING WITH WORK.
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3.
CONCRETE:
`
A.
ALL CAST -IN -PLACE CONCRETE IN THIS JOB SHALL ATTAIN A
MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS OF 3000
I
a -3
FC1
P.S.I.
•
11' -10"
.
B.
CONCRETE WORK SHALL. CONFORM TO ALL REQUIREMENTS OF ACI
I SLAB
301 -89 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
(SEE
DETAIL)TYP
BUILDINGS."
I
C.
CONCRETE BLOCK WORK SHALL. CONFORM TO ALL REQUIREMENTS
HR 5040
`j'
AND SHALL BE REINFORCED WITH 1 # 9 LADDER TYPE HORIZ. REINFORCEMENT
a :-
I�
SPACED EVERY OTHER COURSE.
D.
ALL MASONRY WALLS ARE DESIGNED AS BEARING WALLS, AND SHALL BE
I
IN PLACE BEFORE SLABS, BEAMS AND COLUMNS ARE POURED. ALL
oa
BEARING BLOCK UNITS SHALL CONFORM TO ASTM C 90, "STANDARD
PROPOSED
SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY
.-
UNITS," MORTAR SHALL CONFORM TO ASTM C270, TYPE "M ".
64)
FAMILY
D -2.
GROUT FOR THE CELLS TO BE 3000 PSI MINIMUM CONCRETE HAVING A MAXIMUM SLUMP OF
FC1
9" +/_ 1 " SLUMP.
D -3.
MASONRY WALLS SHALL. CURE AT LEAST THREE DAYS TO GAIN STRENGTH BEFORE
POURING GROUT.
D -4.
WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,THE GROUT SHALL BE STOPPED
0 °
1 -1/2" BELOW THE UPPERMOST UNIT.
D -5.
GROUT SHALL BE POURED IN LIFTS NOT TO EXCEED 4' MAXIMUM.
4.
WOOD: WOOD FRAMING MEMBERS OTHER THAN TRUSSES SHALL BE #2 SOUTHERN
PINE WITH A FIBER BENDING STRESS OF 1200 PSI. SIZES SHOWN ARE
NOMINAL.
EST G
E STIN
5.
REINFORCING STEEL
B A
EXISTING
AUN Y
A.
REINFORCING STEEL SHALL BE DETAILED AND PLACED IN
ACCORDANCE WITH ACI 318 -05
B.
REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO
ASTM A 615, GRADE 60.
C.
ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185.
I STI
D.
REINFORCING TO BE HELD SECURELY IN POSITION WITH STANDARD
BAT
ACCESSORIES DURING PLACING OF CONCRETE.
E.
ALL TOP REINFORCING SHALL TERMINATE WITH STANDARD HOOKS
AT DISCONTINUOUS EDGES.
F.
ALL BOTTOM BARS SHALL BEAR 6" MINIMUM OVER SUPPORTS,
U.O.N.
6.
MINIMUM CONCRETE OVER REINFORCING, MINIMUM CLEAR COVER,
IN.
NEW DOOR
EXI ING
A.
CONCRETE AGAINST AND PERMANENTLY EXPOSED
TO EARTH (UNFORMED FACES) .......................3
CAT II SAFETY SS
EGRESS
B RO
0 Al
B. CONCRETE EXPOSED TO EARTH OR WEATHER
(FORMED FACES):
A 6 BARS AND LARGER ..........................2
_ B. 5 BARS AND SMALLER .........................1 1/2
C. CONCRETE NOT EXPOSED TO WEATHER OR IN
CONTACT WITH GROUND:
A. SLABS AND WALLS . ............................3 /4
B. BEAMS AND COLUMNS ...........................1 1/2
7. STRUCTURAL STEEL:
A. STRUCTURAL STEEL SHALL COMPLY WITH AISC "SPECIFICATIONS
FOR DESIGN, FABRICATION AND ERECTION FOR STRUCTURAL STEEL
BUILDINGS," LATEST EDITION.
B. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM
A 36.
C. ANCHOR BOLTS SHALL CONFORM TO ASTM A 307.
D. BOLTS SHALL CONFORM TO ASTM A 307.
8. WELDING:
�1
COLUMN SCHEDULE
MARK SIZE REINFORCEMENT REMARKS
VERT. OR BASE PLATE TIES OR CAP PLATE
FC1 8"X8" 2J5 #3 0 8" 8X8 STARTER
6" MIN. LE BED 21 CONC. �� & 15 0 24" 0/C
FC 1 #5 IN GROUT FILLED CELLS 0 48" O/C MAX.(SEE PLAN FOR LOCATION)
COLUMN
9. THE CONTRACTOR CONDITIONS OF a HOOKED DOWELS, AND NUMBER AS VERTICAL REINFORCEMENT,
STRUCTURES r r r PRIOR TO COMMENCING ANY SHALL BE : rr r TO BOTTOM rs TING BELOW • ► SHALL LAP
O• r FIELD CONDITIONS/DIMENSIONS r : • I • REINFORCEMENT
FROM THOSE SHOWN ON CONTRACT • DRAWINGS REPORTED r Or COLUMN REINFORCEMENT O•
THE • •
O• DETERMINING r REDESIGN WHERE COLUMNS BEGIN •r EXISTING MEMBERS, DRILL
PRIOR TO CONTRACTOR'S SUBMITTAL OF SHOP OR WORKING DRAWINGS EXIS11NG CONCRETE ABOVE AND BELOW AND SET 2 #6 x
F4'-0' DOWELS
OR REVIEW. FOR AND 1 #5 FOR r SC's. IN EPDXY ADHESIVE
10. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES, INCLUDING THE
FLORIDA BUILDING CODE, LATEST EDITION.
DESIGN CRITERIA
D.L = 30 PSF
LL =30 PSF
NET UPLIFT: 39.37 PSF
FOOTING SCHEDULE
:� iii i' •: 1 L TOP.-REINFORCEMENT
161 1" 101
SOIL STATEMENT FOOTING NOTES:
1. AT ALL FOOTING CORNERS AND INTERSECTIONS, PROVIDE 2 #5 L- SHAPED CORNER BARS
SOIL FOUND TO BE ROCK & SAND W/ WITH 30 -INCH LONG LEGS.
A MAXIMUN PRESUMTVE CAPACITY OF 2. LAP SPLICE BARS MINIMUM 36- INCHES.
2000 PSF. AFTER GROUND BREAKING
THE ARCHITECT SHALL. BE NOTIFIED
FOR INSPECTION OF SITE AND FOUNDATION.
A LETTER SHALL BE PROVIDED, ATTESTING
THAT THE SITE HAS BEEN OBSERVED AND
THE FOUNDATION CONDITIONS ARE SIMILAR
TO THOSE UPON WHICH THE DESIGNED IS
BASE.
I, BEAM SCHEDULE
i 1 / •.• •,• .. 1
CORNERS BEAM NOTES:
1. AT ALL BEAM 1 INTERSECTIONS, PROVIDE r CORNER BARS WITH
r LONG LEGS.
2. HOOK P BARS AT ENDS.
3. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS
IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL B!
MINIMUM 36-INCHES.
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1*4&AIIL[et
HR 74X38 HR 74X38
rfflffio
"ANIi]m
FLOOR PLAN
SCALE:
8"X12" CONC.TIF BFAM
ELEV.= SEE PLAN
WHEN T.B DEPTH
36* ; FACD PA LED
DISTANCE= d%6
., n � ..
37 Mire
1 /4" = 1' -O"
HR 74X38 HR 37X38
NEW F.G
74X42
14
TAIWAN W1011 r L G .-.
ALL EGRESS WINDOWS TO COMPLY W/ F.B.C.
AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE
WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR
OPENING OF NOT LESS THAN 20" WIDEX24" HIGH AND 5.7 S.Q
FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE
MORE THAN 44" OFF THE FLOOR, THE MODE OF OPERATION
MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL
KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE
REQUIRED CLEAR OPENING, AND NO PART OF THE
OPERATION MECHANISM SHALL BE PLACED HIGHER THAN 54"
ABOVE THE FINISHED FLOOR
EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT
CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET
EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW
OPENING FROM THE OUSIDE DURING AN EMERGENCY WHEN LOCKED
M
i
NEW F.G
74X42
low F,
MOAN ,.
NEW F.G NEW F.G
74X42 74X42
MaNam-
NOTE AS PER FBC R4409.13.5
R4409.13.5 Termite protection.
All buildings shall have a pre - construction treatment protection against
subterranean termites. The rules and laws as established by the Florida
Department Of Agriculture and Consumer Services shall be deemed as
approved with respect to preconstruction soil treatment for protection against
subterranean termites. A certificate of compliance shall be issued to the
building department by the licensed pest control company that contains the
fallowing statement: "The building has received a complete treatment for the
prevention of subterranean termites. Treatment is in accordance with rules
and laws established by the Florida Department of Agriculture and Consumer
Services."
• � r ••rr r •� ,...r r
1"X4" P.T. W/1/4" X 1 -3/4" TAPCON SCREWS
0 4" FROM THE ENDS & 15" O.0
MAX. ELSEWHERE. - EMBEDED IN CAULKING
WINDOW SCHEDULE
DESCRIPTION
SIZE
REMARKS
WIDTH
HEIGHT
CS 37X38 (CASEMENT)
37"
38"
0.35 SHGC /0.65 U- FACTOR
HR 5040
60"
48"
0.35 SHGC /0.65 U- FACTOR
HR 74X38
74
38"
0.35 SHGC /0.65 U- FACTOR
HR 37X38
37"
38"
0.35 SHGC /0.65 U- FACTOR
DOOR SCHEDULE
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