HomeMy WebLinkAboutApproved Plansao ►® _ C)5 69
1.25"-2"DIAGALVHANDRAIL
TYP STAIR ON GRADE
SCALE: NTS
NEW LANDING: 4" SLAB W/ 8"
THICKNED EDGE W/ #5 CONT.
SOG/FILL/COMPCTION AS PER
FOUNDATON PLAN/NOTES
'.'.
EXTG FF
SLOPE 25/FT
--
.d
HANDRAIL POST: 4x4 PT, SET 18"
..�c : : �) -.
r ,, . . ,.
9 • r
BELOW GRADE W/ (2) 80# BAG, 1/2"x8"
,' `
�..
: .25" SEPARATION
WEDGE AS TO STEP r ♦
�.
3
� ♦ '
k "1$ ,w, , � ; , �,
NEW GRADE, 4:15LOPE MAX ^ "b
1d`fr
�.:m )z; ' Ru:.
11t
b
^G, G4 ,!» .. :A
Lta&5 •,%�
u a
.
4
PILL
EXTG GRADE go
♦ � �
M r, �
.':. .. y +1 it
TYP FOOTING: 24"x12" W/ (3) #5 SOT
TYP HANDRAIL DETIAL
TYP PATIO SECTIONPERPENDICULAR
O BLDG
SCALE:1/2"=1' SCALE:1/2"=1'
FF
TYP PATIO SECTION PARALLEL TO BLDG
SCALE:1/2"=1'
PROJECT DESCRIPTION
(3) NEW CONC LANDINGS/PATIOS FOR EXTG
MOBILE HOME.
PROPERTY INFORMATION:
parcel id: 2210-500-0002-000-0
AG-5 (unincorporated St Lucie County)
flood zone: X
UTILITY INFORMATION:
gas: n/a
sewage: n/a
potable water. n/a
--Y
utilFa g
C; IR Si
�.FWG•1GlJ
a-O I p dS� 1 r °�3o/aOdO
REVIEWEDL'ANC
OR
SOT.D UCIE COUNTY S
BOCC
ContractOl
COPY
E
o 8
E
!:. 8'
"t3jC�� E'o
0p� tm4. _
m C
N: 2)
E
0
COrr 0) to0)%
co
N~Y'�
LL
ILA '.U.,
U
C S
G
w
U
LL
a
N
Nxx
F
'
o
LL
W
O
w
O
Z
Q
❑
W
J
O
WqW
K
p�
) V
U
0
3
Z
U
a
ZZ
N
Q❑
J
z
LLJ
W
❑
LL
O
0
W
L1J
o
N
S
Z
O¢Q
U
f]
g
z
w
g
w
❑
J
N
(A
2
N
W
❑
JJ
6
z
LU
gW
CC
L
U
L
0
o'
misc
10/20/20
SHEET
1 of Z
111
BASIS OF STRUCTURAL DESIGN:
SOIL BEARING: 2500 psf (assumed)
WIND: n/a
FROST DEPTH: 12"
- THE STRUCTURAL DESIGN APPROACH FOR MASONRY; ROLLED STEEL, AND LIGHT WEIGHT
STEEL IS WORKING STRESS DESIGN. THE DESIGN APPROACH FOR REINFORCED CONCRETE
IS ULTIMATE STRENGTH DESIGN. THE DESIGN SERVICE LOADS AREAS FOLLOWS:
ROOF LIVE LOAD n/a
ROOF DEAD LOAD n/a
ROOF WIND LOAD n/a
CEILING DEAD LOAD n/a
WALL WIND LOADS n/a
FLOOR DEAD LOADS n/a
FLOOR LIVE LOADS SEE BELOW
FLOOR LIVE LOADS:
Uninhabitable attics without storage
10 psf
Uninhabitable attics with limited storage
20 psf
Habitable attics and attics served
with fixed stairs
30 psf
Balconies (exterior) and decks
40 psf
Fire escapes
40 psf
Guardrails and handrails
200 lb
Guardrail in -fill components
50 plf
Passenger vehicle garages
50 psf
Rooms other than sleeping room
40 psf
Sleeping rooms
30 psf
Stairs
40 psf
GENERAL NOTES- residential
1. CODE COMPLIANCE:
1.1.. This project was designed under the following codes. The construction documents cannot reference all of the codes require for the
construction of this building. By submitting these construction documents for permit or commencing work, the contractor, hereby
agrees to comply with all local, state, and federal regulatl ns having Jurisdiction over this project, and to comply with all governing
codes, including but not limited to, the most current editicns as adopted by the state of Florida, of the following:.
2017 FBC: RESIDENTIAL, 6th ad
2017 FBC: ENERGY CONSERVATION, 6th ad
2014 NATIONAL ELECTRIC CODE
2. ALL GENERAL NOTES.
2.1. THE FOLLOWING SPECIFICATIONS ARE MINIMUM R QUIREMENTS TO SUPPLEMENT THE DRAWINGS. IN CASE OF
CONFLICT, NOTIFY ARCHITECT. THESE DRAWING , IN CONJUNCTION WITH OTHER SUBMITTALS, REPORTS, OR
WRITTEN INSTRUCTIONS BYARCHITECT OR CONS ILTANTS, SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION
DOCUMENTS.
2.2. THE FOLLOWING GENERAL & SPECIFIC NOTES SW LL APPLY EQUALLYTO ALL CONTRACTORS, SUBCONTRACTORS,
AND SUPPLIERS ENGAGED IN EXECUTION OF WOF < ON THESE PLANS:
2.3. GENERAL CONTRACTOR SHALL FURNISH A COMPL TESET OF DRAWINGS AND ADDENDUM'S TO ALL
SUBCONTRACTORS ON THE JOB AND COORDINATI THEIR WORK. ANY DISCREPANCIES AND/OR CONFLICTS IN THE
DRAWINGS SHALL BE NOTIFIED TO THE ARCHITEC BEFORE PROCEEDING WITH ANY INSTALLATION FAILURE TO DO
SO WILL BE THE ENTIRE RESPONSIBILITY OF THE ENERAL CONTRACTOR. ANY COSTS ARISING TO CORRECT THE
DISCREPANCY AND/OR CONFLICT SHALL BE BORN BY THE RESPONSIBLE PARTY.
2.4. NO DEVIATION OF THE APPROVED SET OF DRAWIh as WILL BE MADE IN THE FIELD WITHOUT. THE EXPRESSED
WRITTEN CONSENT OF THE ARCHITECT AND BUILt ING OFFICIAL. IN SUCH CASE THE ARCHITECT SHALL PREPARE
REVISION IN ACCORDANCE WITH THE CHANGE. AP )ROVAL FROM THE BUILDING OFFICIAL SHALL BE OBTAINED. BY THE
CONTRACTOR BEFORE PROCEEDING WITH ANY W )RK.
3. ARCHITECT & CONTRACTOR RELATIONSHIP
3.1. UNLESS CONTRACTED DIRECTLY BY CONTRACTO , THE ARCHITECT AND CONTRACTOR ARE NOT IN A CONTRACTUAL
RELATIONSHIP, THE ARCHITECT IS AN AGENT OFT AE OWNER. BY SUBMITTING THESE CONSTRUCTION DOCUMENTS
FOR PERMIT, THE CONTRACTOR ACKNOWLEDGES THAT THEY ARE COMPETENT, UNDERSTAND THE DOCUMENTS, AND
ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM THESE PLANS, THEY ARE
ACCEPTING LIABILITY THAT MAY ARISE DUE TO CH NGES. ARCHITECT IS NOT LIABLE FOR THE CONTRACTOR'S
INCOMPETENCY TO UNDERSTAND THE CONSTRUC TION DOCUMENTS. IT IS NOT THE ARCHITECT'S ERROR OR
OMISSION IF THE ARCHITECT DOES NOT SPECIFY/1 IEFERENCE SOMETHING THAT IS REQUIRED BY THE CODES
MENTIONED, THE CONTRACTOR AND SUBS ARE REQUIRED TO UNDERSTAND AND ADHERE THE BLDG CODES NO
DIFFERENT THAN THE ARCHITECT.
4. WORKMANSHIP:
4.1. ALL WORK SHALL BE PERFORMED IN THE BEST AN MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED. IN THEIR
RESPECTIVE TRADES.
5. COORDINATION:
5.1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOI COORDINATION OF WORK FOR ALL TRADES.
5.2. A DRAWING MAY INADVERTENTLY OMIT SOME RELATED ITEM FROM ANOTHER DRAWING. THIS DOES NOT MEAN THAT
THE SECONDARILY OMITTED ITEM IS NOT REQUIRED IN SO FARAS IT AFFECTS THE TRADES. ALL TRADES SHALL
INCLUDE EVERYTHING NECESSARY FOR A COMPL TE AND PROPERLYFUNCTIONING CODE - ACCEPTABLE PROJECT,
UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDIC TED AS BEING PROVIDED BY OTHERS AS "NIC" (NOT IN CONTRACT).
6. ABBREVIATIONS:
6.1. SEE ABBREVIATION LIST FOR DEFINITIONS WHICH ARE USED IN THESE DRAWINGS AND SPECIFICATIONS.
7. CONDITIONS NOT DETAILED:
7.1. CONSTRUCTION DOCUMENTS CANNOT DETAIL EVERY CONDITION OR INSTRUCT THE CONTRACTOR ON HOW TO
PERFORM THE WORK; EVERY CONNECTION, CORNER, FLASHING, ETC. MUST BE RESOLVED. NOTIFY ARCHITECT IF A
CONDITION NEEDS ADDITIONAL DIRECTION OR DE AIL. ARCHITECT IS NOT LIABLE FOR WORK THAT IS NOT
DETAILED/SPECIFIED BY ARCHITECT. IF DRAWINGS HAVE A DETAILED SPECIFICATION FOR A CERTAIN PRODUCT,
CONTRACTOR MAY REQUEST ASUBSTITUTION APPROVAL BYARCHITECT. IF DRAWINGS HAVE AGENERIC
SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL
BY ARCHITECT.
8. VERIFY SITE INFORMATION:
8.1. CONTRACTOR IS TO VERIFY ALL SITE INFORMATI NANDASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED
CONDITIONS INVOLVING HIDDEN UTILITIES ANDS ILCONDITIONS.SHOULDANYCONDITIONSAFFECTINGTHEWORK
BE DISCOVERED BY THE CONTRACTOR, HE IS TO OTIFYTHE ARCHITECT IMMEDIATELY. CONTRACTOR SHALL VERIFY
THAT EXISTING SOILS MEET THE MINIMUM CAPACITY PER THE STRUCTURAL DESIGN.
9. PRIOR TO ANY EXCAVATION WORK:
9.1. THE CONTRACTOR IS REQUIRED TO LOCATE ANY AND ALL UTILITIES IN OR UNDER CONSTRUCTION, AND MAKE
ARRANGEMENTS FOR THEIR LEGAL RE-ROUTING, AS ACCEPTABLE TO GOVERNING AGENCIES, AUTHORITIES,
UTILITIES AND OWNER. CONTACT ALL AFFECTED UTILITY COMPANIES AND INFORM THEM OF THE IMPENDING
CONSTRUCTION, AND OBTAIN THEIR ASSISTANCE IN LOCATING THEIR UTILITIES.
10. DIMENSIONS:
10.1. DIMENSIONS ON ARCHITECTURAL DRAWINGS MA BE "ROUGH" OR "FINISH." SEE PLANS FOR REQUIREMENTS.
ARCHITECTURAL DIMENSIONS SHALL TAKE PREC DENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER
CONFLICT RESULTS. DOCUMENT ANY SUCH DISC EPANCIES TO ARCHITECT IN WRITING. DO NOT RELY ON SCALED
DIMENSIONS. NOTES TAKE PRECEDENCE OVER RAPHICS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS FOR
WORK TO EXISITING BUILDINGS.
11. HEIGHT ELEVATIONS:
16. CONCRETE MASONRY:
16A. CMU DESIGNED AND TO BE IN ACCORDANCE ACI 530.13/ASCE 5.13rrMS 402-13, "BUILDING CODE REQ FOR
MASONRY STRUCTURES "COMMENTARY ON BUILDING REQ FOR MASONRY STRUCTURES".
16.2. MASONRY STRENGTH (fm DESIGN) UNO:
-BLOCK STRENGTH =1900, ASTM C90
-MORTAR STRENGTH = 1800, TYPE S
-GROUT STRENGTH - 2000
16.3. GROUT SHALL' HAVEA SLUMP OF 8 TO 11 INCHES, BE IN CONFORMANCE WITH ASTM C 476.02 AND ATTAIN
COMPRESSIVE STRENGTH OF 3000 PSI. GROUT SHALL CONFORM TO REQUIREMENTS OF FLBC STANDARDS.
USE SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT
SEGREGATION. ALL CELLS IN CONCRETE BLOCKS CONTAINING REINF SHALL BE FILLED SOLID WITH GROUT.
ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOLID, HOLD GROUT DOWN 1.1/2"
BELOW TOP OF BLOCK AT GROUT LIFT JOINTS AND AT CONCRETE PLACED OVER MASONRY.
16.4. CONCRETE M/ SONRY UNITS SHALL BE PLUMB. TRUE TO LINE, WITH LEVEL COURSES ACCURATELY SPACED
AND BUILTTO THE THICKNESS AND IN A RUNNING BOND AS INDICATED AND CONFORMING TO THE
TOL
ERANCES RANGES SPECIFIED IN ACI 531
.1 AND 530.1.
16.5. REINF BARS SHALL BE PLACED IN THE MIDDLE OF THE CELLS, UNLESS NOTED OTHERWISE, AND TIED OR
OTHERWISE SECURELY SUPPORTED ATTHE TOP AND BOTTOM TO ENSURE THAT THE BAR DOES NOT MOVE
DURING GROUTING.
16.6. MORTAR DROPPINGS AND OTHER DEBRIS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED.
16.7. CONTROL JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH THE LOCATIONS AND DETAILS SHOWN ON
THE DRAWING'S. CONTROL JOINTS SHALL NOT EXTEND THROUGH THE TOP BOND BEAM COURSE. THE
JOINTS ON BOTH SIDES OF THE WALL SHALL BE SEALED AND TOOLED SMOOTH.
16.8. WALL REINFORCEMENT: VERT AND HORIZ REINF SHALL BE PROVIDED AS SPECIFIED ON THE DRAWINGS.
DESPITE IF SHOWN ON DRAWINGS- PLACE VERT REINF BARS AT CORNERS, EA CELL WITHIN 16" OF
CORNER, JAMES OF OPENINGS, EA CELL WITHIN 16" OF JAMBS FOR OPENINGS WIDER THAN 12', BELOW
BEAM BEARING, BELOW GIRDER TRUSS BEARING, AND IN WALLS AS INDICATED ON THE DRAWINGS. IF NOT
SPECIFIED IN Ill'EXT ON DRAWINGS USE #5 46" OC. WALL REINF BARS SHALL EXTEND CONTINUOUS FROM
FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PERACI
318 OR FBC LINO,. 8" TOLERANCE ALLOWED FOR WALL REINF SPACING. SEE DOWEL NOTE 17.2 BELOW.
16.9. REINF MASONRY LINTELS SUCH AS CAST CRETE TO BE INSTALLEDAS PER MFR INSTRUCTIONS. USE #6
BOTTOM FIELD BAR IN LIEU OF #5 FOR ALL OPENINGS WIDER THAN 12'. LINTELS TO HAVE 4"MINIMUM
BEARING. CONTINUOUS REINF ACROSS COLUMNS. IF SPECIFIED, OA LINTEL LENGTH IS +/. AS LONG AS
MIN BRG IS MET. DOORNVINDOW LINTELS CAN BE DEEPER(TALLER) THAN SPECIFIED BUT NOT SHORTER.
16.10. LINO HORIZ JCbINT REINF 16" OC IN MASONRY WALLS IS SUGGESTED BUT NOT REQUIRED TO CONTROL
CRACKING.
17. FOUNDATIONS:
17.1. BUILDING AREATO BE STRIPPED/GRUBBED OF SURFACE DEBRISNEGITATION. FILL TO BE CLEAN
GRANULAR & ,UNIFORMLY COMPACTED TO 95% DENSITY (ASTM D 1557) AND MEASURED IN 12" LIFTS. AT
DISCRETION OF CONTRACTOR OR BLDG INSPECTOR, ARCHITECT RECOMENDS SOIL TO BE TESTED BY
GEOTECH ENGINEER TO ENSURE MINIMUM SOIL BEARING PRESSURE CAPACITY & RECOMEND SITE PREP.
17.2. DOWEL VERT REINF BARS OUT OF THE FOUNDATION OR STRUCTURE BELOW WITH BARS OF THE SAME
SIZE AND SPACING OF WALL ABOVE. THERE SHALL BE A DOWEL FOR EACH VERT REINF BAR. MIN LAP
SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. For #5: MINIMUM 30" LAP W/
10" HOOK UNO. SEE WALL REINF NOTE 16.8 ABOVE. FOR MISSED EMBEDDED VERT DOWEL, EPDXY EMBED
W/ 1!8" OVERS12Eb HOLE DIA., 6 EMBED W/CLEAN HOLE.
17.3. SLABS-ON-GRADETO BE REINF WITH Bx6 10/10 W WF MIN WITH MESH UP CHAIR9-fB'dIER6-M&-MINfMNM
pro vo �T ^^�^ ^" R TERMITE TREATED COMPACTED GRADE LINO.
17.4. CONTINUOUS' FOOTINGS, STEM OR MONOLITHIC, TO BE REINF CONTINUOUS, WITH LAPS AS PER STATED
DEVELOPMENT LENGTH IF NOTED OR4SX BAR DIAMETER MIN LINO. 30"MIN CORNERS BARSYO MATCH
LONGITUDINAL REBAR.
17.6. SOIL AND SUBGRADE IS TO BE TERMITE TREATED.
17.7. SLAB FINISHES UNO:
DRIVEWAY, DRIVEWAY APRON, PORCHES/PATIOS: LIGHT BROOM
17.8. ALL EXTERIOR HARD SURFACES TO SLOPE AWAYFROM BLDG MIN 1/8"/FT,
17.12. SLOPE GRADES AWAYFROM BUILDING ON ALL SIDES A MINIMUM OF 6" OVER 10', 4:1 SLOPE MAX.
11.1. BUILDING HEIGHT ELEVATIONS TYPICALLY USE T� MAIN FLOOR SLAB AS ELEVATION 0'-0" (BUILDING ELEVATIONS MAY
BE NOTED AS "BLDG EL. _" OR "EL. _," OR "AFF. ')ANY ELEVATION NOT OTHERWISE DESIGNATED AS A SITE
ELEVATION IS ON ANY PLANS OTHER THAN THE SI E PLAN IS ASSUMED TO BE A BUILDING ELEVATION SITE
ELEVATIONS MAYBE BASED ON THE SURVEY, WH CH MAY USE MEAN SEA LEVEL, NAVD, OR OTHER HEIGHT AS A
;,.. f . (1EFERENCE DATUM. SITE ELEVATIONS MAY BE N TED AS: "SEL,_„"-OR "_ NAVD" OR "+X.X' ". CONSULT ARCHITECT
FOR ANY QUESTIONABLE LOCATIONS PRIOR TO C NST UCRNG. _-
12. AMBIGUITY:
12.1. IN THE EVENT OF ANY AMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS, THE ARCHITECT
SHALL INTERPRET THE CONSTRUCTION DOCUMEITS.
12.2. IN CASE OF CONFLICTS BETWEEN ARCHITECTURAND STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT. IN
CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DRAWINGS, CONSULT WITH ARCHITECT.
13. FLORIDA PRODUCT APPROVALS / SUBMITTALS I S OP DRAWINGS:
13.1. THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE (NOA) / PRODUCT APPROVALS ARE THE RESPONSIBILITY
OF THE CONTRACTOR. THE CONTRACTOR IS RE UIREO TO MAKE THESE AVAILABLEATTIME OF INSPECTION, EVEN
IF THE ARCHITECT PROVIDES THESE THE CONT CTOR MAYCHANGE TO A DIFFERENT PRODUCT THAT MEETS THE
SAME OR HIGHER BUILDING DESIGN PRESSURES SOME JURISDICTIONS WILL REQUIRE A REVISION, IF THERE IS A
DISCREPANCY BETW THE FASTENING OF PRODUCTS, ACCORDING TO MFR INSTALLATION AND ARCHITECT'S SPECS,
VERIFY Wl ARCHITECT.
13.2. SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO
CONSTRUCTION DOCUMENTS ONLY. THE CONTRkCTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING
DIMENSIONS AT JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES/TECHNIQUES OF
CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES, AND FULL COMPLIANCE WITH CONSTRUCTION
DOCUMENTS.
14. GENERAL STRUCTURAL
14.1. ONCE SIGNED& SEALED BYARCHITECT OR ENGI EER.,DESIGN PROFESSIONAL CERTIFIES THATTHE CONSTRUCTION
DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED.
14.2. THE CONTRACTOR ISRESPONSIBLE FOR ALL METHODS, PROCEDURESANDSEQUENCESOFCONSTRUCTION. j
PROVIDE APPROPRIATE SUPERVISION THROUGH UT THE PROJECT. CONSTRUCTION SITE SAFETY, INCLUDING ALL
ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO EMPL Y THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE
NECESSARY METHODS AND SUPPORTS REGARD' G FORMING AND CONSTRUCTION LOADS, TEMPORARY BRACING
AND SHORING SHALL BE DESIGNED TO RESIST ALL CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL
SUPPORTED MATERIALS PLUS A LIVE LOAD OF 50 PSF ON. HORIZONTAL SURFACES. MAINTAIN TEMPORARY BRACING
AND RETAIN IN PLACE UNTIL PERMANENT STRUG URALSYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION
PHASE LOADS.
14.3. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF
CONSTRUCTION. THE CONTRACTOR SHALL PRO ECTAND MAINTAIN',ALL CONSTRUCTION AND ITS CONTENTS.
14.4. SPECIFIC PRODUCT DATAMUST BE PROVIDED TC ARCHITECT FOR APPROVALOF HEAVY FINISHES SUCH AS TILE
ROOFS OR STONE ON RAISED FLOORS.
15. CAST4N"PLACE CONCRETE
15.1. ARCHITECT OR. ENGINEER OF RECORD TO BENOTIFIED IN WRITING PRIOR TO POUR, TO GIVE ARCHITECT THE
OPTION TO INSPECT THE REINFORCEMENT FOR OVERHEAD BEAMSAND SLABS .
STRENGTH:
-OVERHEAD SLABS AND BEAMS TO BE 4000 PSI I
-COLUMN AND WALL CONCRETE TO BE 3000 PSI
-FOOTINGS AND SLAB -ON -GRADE TO BE 3000 Pli I
-AUGERGAST PILE TO BE 5000 PSI CONCRETE IV P
15.3. CONCRETE, WHEN PLACED, SHALL HAVE SLUh F
ON -GRADE WHICH SHALL HAVE MAXIMUM SLU
15A. COMPLY WITH ALL REQUIREMENTS OF ACI 117-1 ,
15.5. ALL REINF SHALL CONFORM TO ASTM 616 FOR F
ARRANGEMENT AND BENDING OF REINF STEEL
DETAILING MANUAL AND THE CONCRETE REINF
COLUMN SPAN, IF A'SPLICE IN SPAN IS UNAVOID
VERIFY W/ ARCHITECT
15.6. CHECK ALL DRAWINGS AND APPLICABLE MANUF
ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS I
15.7. PROTECT FRESHLY PLACED CONCRETE FROM PF
START INITIAL CURING AS SOON AS FREE WATE
PLACING AND FINISHING. KEEP CONTINUOUSLY IV
PROCEDURES. PERFORM CURING OF THE CON F
MOISTURE RETAINING COVER CURING ORBYCOI
15.8. SEE THE DRAWINGS FOR CONCRETE COVER F F
THAT REQUIRED BYACI318:
-CONCRETE CAST AGAINST AND PERMANENTLY E
-CONCRETE EXPOSED TO EARTH OR WEATHER, A
15.9. CONCRETE SLAB ON GRADE CONTROL JOINTS 81
DETAILS, WHERE CONTROL JOINTS ARE NOT S C
BY KEYED, DOWELED OR SAW -CUT CONTROL J I
SQUARE FEET. POST -TENSIONED CONCRETES
SPECIFICALLY NOTED ON THE PLANS. EXPANSI
OF ASPHALT IMPREGNATED FIBERBOARD (ASTA 111
15.10. CONSTRUCTION JOINTS OR POUR JOINTS IN S
NOT SPECIFICALLY SHOWN OR NOTED ON THE N
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS S
15.11. ALL CONCRETE SHALL UTILIZE A MINIMUM OF Z °/
15.12. VERT AND HORIZ REINF SHALL BE PROVIDED !
JAMBS OF OPENINGS, BELOW BEAM BEARING, Af
BARS SHALL EXTEND CONTINUOUS FROM FOUIS I
END HOOK LENGTHS AS PER ACI 318 OR FBC U (
-TIES/STIRRUPS TO STARTATA DISTANCE FRON I
15.13. NO HOLES, CHASES, OR EMBEDMENT OF PIPES C
SHALL BE MADE IN CONCRETE MEMBERS WITH I
tETE MIN UNO
RETE MIN UNO
)RETE MIN LINO
i INCHES MAXIMUM AND 1 INCH MINIMUM EXCEPT FOR SLABS
5 INCHES AND A MINIMUM OF 3 INCH.
318.14,ACI-315
60 STEEL; WELDED WIRE MESH TOASTM A-185.
BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI
INSTITUTE. DON'T SPLICE IN MIDDLE 1/3 OF BEAM OR
FOLLOW DEVELOPMENTLENGTH/LAP DISTANCE IF NOT NOTED
MR S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED
PRIOR TO PLACING CONCRETE.
TURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES.
DISAPPEARED FROM THE CONCRETE SURFACE AFTER
FOR NOT LESS THAN 7 DAYS IN ACCORDANCE WITH ACI 301
BY CURING AND SEALING COMPOUND, BY MOIST CURING, BY
ATION THEREOF.
JF STEEL, BUT IN NO CASE SHALL THE COVER BE LESS THAN
BED TO EARTH; 3"
RS AND SMALLER, 1 1/2" INCHES; #6 BARS AND LARGER, 2"
BE AS SHOWN ON THE FOUNDATION PLAN OR TYPICAL
)N PLANS, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND
3UCHTHAT THE ENCLOSED AREA DOES NOT EXCEED 260
IN GRADE SHALL NOT HAVE CONTROL JOINTS UNLESS
NT FILLER SHALL BE NON -EXTRUDED PREMOLDED MATERIAL
I)
JRAL ELEMENTS (BEAMS, COLUMNS, ELEVATED SLABS, ETC.)
NGS REQUIRE PRIOR APPROVAL OF THE ARCHITECT.
ING PROPOSED JOINTS TO ENGINEER FOR APPROVAL.
ASH CONTENT,
JN ON THE DRAWINGS. PLACE VERT REINF BARS AT CORNERS,
WALLS AS INDICATED ON THE DRAWINGS. VERT WALL REINF
,N INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND
ORT OF 1/2 TIE SPACING
R THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS
tCHITECT'S APPROVAL.
32. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA:
32.1. WEATHERING: NEGLIGIBLE, TERMITE AREA: VERY HEAVY
33. MISC:
33.2. GUARDRAILS AS PER FBC R312.
33.3. STAIRWAYAS PER FBC R311.7.
i- ITAVEW61 '
AS ANCHOR BOLT
A/C AIRCONDITIONER
AHU AIR HANDLING UNIT
AT ACOUSTICAL TILE
B.M.
BENCH MARK
BM
BEAM
BC
BOTTOM CHORD
BLK
BLOCK
SO
BY OWNER
BOTT
BOTTOM
SP
BOTTOM PLATE
CJ
CONTROL(CONSTRUCTION)JOINT
CL
CENTER LINE
CLG
CEILING
CLR
CLEAR
CMU
CONCRETE MASONRY UNIT
CO
CONNECTOR
COL
COLUMN
CONC
CONCRETE
CONT
CONTINUOUS
CU
CONDENSING UNIT OR COPPER
CW
COLD WATER
CXN
CONNECTION
D
NAIL SIZE (PENNY)
OF
DRINKING FOUNTAIN
DIA
DIAMETER
DIM
DIMENSION
DISP
DISPOSAL
DN
DOWN
DR
DRYER
DTL
DETAIL
DW
DRIVEWAY
'E'
EXISTING
EA
EACH
EJ
EXPANSION JOINT
EL
BUILDING ELEVATION
ELECT
ELECTRICAL
ELEV
ELEVATOR OR ELEVATION
EW
EACH WAY
EWC
ELECTRIC WATER COOLER
EWH
ELECTRIC WATER HEATER
EXP
EXPOSED
EXT
EXTERIOR
EXTG
EXISTING
F1
FOOTING#1
FA
FASTENER
FD
FIELD (FLOOR) DRAIN
FE
FIRE EXTINGUISHER
FF
FINISH FLOOR
FIN
FINISH
FLR
FLOOR
FP
FIRE PROTECTION
EPS
EXPANDED POLYSTYRENE
FTG
FOOTING
FT
FOOT (OR FEET)
GALV
GALVANIZED
GFI
GROUND FAULT INDICATOR
GSF
GROSS SQUARE FEET
GWH
GAS WATER HEATER
GWB
GYPSUM WALLBOARD
HS
HOSE BIB
HC
HOLLOW CORE
HOG
HOT DIPPED GALVANIZED
HORIZ
HORIZONTAL
HW
HOT WATER
HWH
HOT WATER HEATER
IN
INCH
INT
INTERIOR
JT JOINT
MAX
MAXIMUM
MEP
MECH/ELECT/PLUMB
MFR
MANUFACTURER
MIN
MINIMUM
MO
MASONRY OPENING
MW
MICROWAVE
NIC
NOT IN CONTRACT
NTS
NOT TO SCALE
NSF
NET SQUARE FEET
L.1
LINTEL#1
LF
LINEAL FOOT
CA
OVERALL
OC
ON CENTER
OAS
OR APPROVED SIMILAR
PL
PROPERTY LINE OR PLATE
PLY
PLYWOOD
PT
PRESSURE TREATED
PVC
POLY VINYL CHLORIDE
R
RADIUS
RIA
RETURN AIR
RCS
REINFORCED CONCRETE BEAM
RCC
REINFORCED CONCRETE COLUMN
RD
ROOF DRAIN
REF
REFRIGERATOR
REINF
REINFORCING
REQ
REQUIRED
R/W
RIGHT-OF-WAY
RTU
ROOF TOP UNIT
S.
SIMPSON (MFR)
SBS
STYRENE BUTADIENE STYRENE
SEL
SITE ELEVATION
SF
SQUAREFOOT
SIM
SIMILAR
SK
SINK
BOG
SLAB ON GRADE
SS
STAINLESS STEEL
STAG
STAGGERED
TBD
TO BE DETERMINED
TC
TOPCHORD
THE
TO MATCH EXISTING
TOB
TOP OF BEAM
TOB
TOP OF COLUMN
TOS
TOP OF SLAB
TP
TOP PLATE
TPO
THERMO PLASTIC OLEFIN
TYP
TYPICAL
UG
UNDER GROUND
UNO
UNLESS NOTED OTHERWISE
VB
VAPOR BARRIER
VERT
VERTICAL
VTR
VENT THRU ROOF
WI
WITH
WA
WASHERMACHINE
WP
WATERPROOF
WO
WOOD
WWF
WELDED WIRE FABRICIMESH
# POUND OR NUMBER
h
E
c.'
E'`��
(D
-C ,ttooEc
+ �. @
m o co
QI1;j 0 M.I�- .(1) W
f/1 = ua r� : 0)
m +r
Y�
.J CV)
V T
ILL a'
co Lt
`co
C)'
U
a
U
U
W
w
w
0
O
�d
w°
b'
Z
V
m
J
�
W
w
r,
0
O
0
W
...
"J
�d
5O
L
N
z
0
'o
z
Fy-
°z
4
z
N
0
Z
UJI
U
W
i
0
gen notes
10/20/20
SHEET
2of2