HomeMy WebLinkAboutPlans1.25"-2" DIA GALV HANDRAIL
HANDRAIL POST: U4 PT, SET 18"
BELOW GRADE W/ (2) 60# BAG, 1/2"x6"
WEDGE AB TO STEP
#4 @ EA NOSE
#4Q12"OC TRANS
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TYP STAIR ON GRADE
SCALE:NTS
NEW GRADE, 4:1 SLOPE MAX
NEW LANDING: 4" SLAB W/ 8"
THICKNED EDGE W/ #5 CONT.
SOG/FILL/COMPCTION AS PER
FOLINDATON PLAN/NOTES
r SLOPE.25"/FT
FILL
TYP FOOTING: 24"x12" W/ (3) #5 BOT
EXTG FF
.25" SEPARATION
EXTG GRADE
FF
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
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TYP HANDRAIL DETIAL
SCALE: 1/2"=V
TYP PATIO SECTION PERPENDICULAR TO BLDG
SCALE: 1/2"=1'
TYP PATIO SECTION PARALLEL TO BLDG
SCALE: 1/2"=1'
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AR97108
IS OF STRUCTURAL DESIGN:
GENERAL N
al
ISOIL 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
1. CODE COMPLIANCE:
1.1. This project was designed under h der the following codes. Th P 1 9 e construction document
s is cannot reference
all of the
codes Q hfor 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 regulations having jurisdiction over this project, and to comply with all governing
codes, Including but not limited to, the most current editions 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 REQUIREMENTS TO SUPPLEMENT THE DRAWINGS, IN CASE OF
CONFLICT, NOTIFY ARCHITECT. THESE DRAWINGS, IN CONJUNCTION WITH OTHER SUBMITTALS, REPORTS, OR
WRITTEN INSTRUCTIONS BY ARCHITECT OR CONSULTANTS, SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION
DOCUMENTS.
2.2. THE FOLLOWING GENERAL & SPECIFIC NOTES SHALL APPLY EQUALLYTO ALL CONTRACTORS, SUBCONTRACTORS,
AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THESE PLANS,
2.3. GENERAL CONTRACTOR SHALL FURNISH A COMPLETE SET OF DRAWINGS AND ADDENDUM'S TO ALL
SUBCONTRACTORS ON THE JOB AND COORDINATE THEIR WORK. ANY DISCREPANCIES AND/OR CONFLICTS IN THE
DRAWINGS SHALL BE NOTIFIED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY INSTALLATION FAILURE TO DO
SO WILL BE THE ENTIRE RESPONSIBILITY OF THE GENERAL CONTRACTOR, ANY COSTS ARISING TO CORRECT THE
DISCREPANCY AND/OR CONFLICT SHALL BE BORNE BY THE RESPONSIBLE PARTY.
2.4. NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL BE MADE IN THE FIELD WITHOUT THE EXPRESSED
WRITTEN CONSENT OF THE ARCHITECT AND BUILDING OFFICIAL. IN SUCH CASE THE ARCHITECT SHALL PREPARE
REVISION IN ACCORDANCE WITH THE CHANGE. APPROVAL FROM THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE
CONTRACTOR BEFORE PROCEEDING WITH ANY WORK.
3. ARCHITECT & CONTRACTOR RELATIONSHIP
3.1. UNLESS CONTRACTED DIRECTLY BY CONTRACTOR, THE ARCHITECT AND CONTRACTOR ARE NOT IN A CONTRACTUAL
RELATIONSHIP, THE ARCHITECT IS AN AGENT OF THE 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 MAYARISE DUE TO CHANGES. ARCHITECT IS NOT LIABLE FOR THE CONTRACTOR'S
INCOMPETENCY TO UNDERSTAND THE CONSTRUCTION DOCUMENTS. IT IS NOT THE ARCHITECT'S ERROR OR
OMISSION IF THE ARCHITECT DOES NOT SPECIFY/REFERENCE SOMETHING THAT IS REQUIRED BY THE CODES
MENTIONED, THE CONTRACTOR AND SUBS ARE REQUIRED TO UNDERSTANDAND ADHERE THE BLDG CODES NO
DIFFERENT THAN THE ARCHITECT.
4. WORKMANSHIP:
4.1. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED IN THEIR
RESPECTIVE TRADES.
5. COORDINATION:
5.1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR 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 FAR AS IT AFFECTS THE TRADES. ALL TRADES SHALL
INCLUDE EVERYTHING NECESSARY FOR A COMPLETE AND PROPERLY FUNCTIONING CODE -ACCEPTABLE PROJECT,
UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATED 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 DETAIL, 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 A SUBSTITUTION APPROVAL BY ARCHITECT. IF DRAWINGS HAVE GENERIC
SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL
BY ARCHITECT,
S. VERIFY SITE INFORMATION:
8.1. CONTRACTOR IS TO VERIFY ALL SITE INFORMATION AND ASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED
CONDITIONS INVOLVING HIDDEN UTILITIES AND SOIL CONDITIONS. SHOULD ANY CONDITIONS AFFECTING THE WORK
BE DISCOVERED BY THE CONTRACTOR, HE IS TO NOTIFY THE 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. CONTACTALL 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 MAYBE "ROUGH" OR "FINISH." SEE PLANS FOR REQUIREMENTS.
ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER
CONFLICT RESULTS. DOCUMENT ANY SUCH DISCREPANCIES TO ARCHITECT IN WRITING. DO NOT RELY ON SCALED
DIMENSIONS. NOTES TAKE PRECEDENCE OVER GRAPHICS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS FOR
WORK TO EXISITING BUILDINGS.
11, HEIGHT ELEVATIONS:
11.1. BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATIONO'-O" (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 SITE PLAN IS ASSUMED TO BE A BUILDING ELEVATION. SITE
ELEVATIONS MAYBE BASED ON THE SURVEY, WHICH MAY USE MEAN SEA LEVEL, NAVD, OR OTHER HEIGHT AS A
REFERENCE DATUM. SITE ELEVATIONS MAY BE NOTED AS: "SEL " OR"— NAVD" OR "+X.X' ". CONSULTARCHITECT
FOR ANY QUESTIONABLE LOCATIONS PRIOR TO CONSTRUCTING._
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 DOCUMENTS,
12.2. IN CASE OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT. IN
CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DRAWINGS, CONSULT WITH ARCHITECT.
13. FLORIDA PRODUCT APPROVALS / SUBMITTALS / SHOP DRAWINGS:
13.1. THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE (NOA)/ PRODUCT APPROVALSARE THE RESPONSIBILITY
OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO MAKE THESE AVAILABLEATTIME OF INSPECTION. EVEN
IF THE ARCHITECT PROVIDES THESE THE CONTRACTOR MAY CHANGE 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 W/ ARCHITECT.
13.2. SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO
CONSTRUCTION DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING
DIMENSIONS ATJOBSITE 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 BY ARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THAT THE CONSTRUCTION
DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED,
14.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION.
PROVIDE APPROPRIATE SUPERVISION THROUGHOUT 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 EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE
NECESSARY METHODS AND SUPPORTS REGARDING 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 STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION
PHASE LOADS.
14.3. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATIONAND START OF
CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS.
14.4. SPECIFIC PRODUCT DATA MUST BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE
ROOFS OR STONE ON RAISED FLOORS.
15. CAST-M-PLACE CONCRETE
15.1. ARCHITECT OR ENGINEER OF RECORD TO BE NOTIFIED IN WRITING PRIOR TO POUR, TO GIVE ARCHITECT THE
OPTION TO INSPECT THE REINFORCEMENT FOR OVERHEAD BEAMS AND SLABS
15.2. CONCRETE PROPORTIONING, PLACING, FINISHING AND CURING SHALL BE AS PER THE LATEST EDITION OF THE PGA
MANUAL. LEAVE SUPPORT FOR ELEVATED CONCRETE IN PLACE UNTIL THE CONCRETE HAS REACHED ITS DESIGN
STRENGTH:
-OVERHEAD SLABS AND BEAMS TO BE 4000 PSI CONCRETE MIN LIND
-COLUMN AND WALL CONCRETE TO BE 3000 PSI CONCRETE MIN LINO
-FOOTINGS AND SLAB -ON -GRADE TO BE 3000 PSI CONCRETE MIN LIND
-AUGERGAST PILE TO BE 5000 PSI CONCRETE MIN UNO
15.3. CONCRETE, WHEN PLACED, SHALL HAVE SLUMP OF 6 INCHES MAXIMUM AND 1 INCH MINIMUM EXCEPT FOR SLABS
ON -GRADE WHICH SHALL HAVE MAXIMUM SLUMP OF 51NCHES AND A MINIMUM OF 31NCH.
15.4. COMPLY WITH ALL REQUIREMENTS OF ACI 117-10, ACI 318-14, ACI.315
15.5. ALL REINF SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL; WELDED WIRE MESH TOASTM A-185.
ARRANGEMENT AND BENDING OF REINF STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI
DETAILING MANUAL AND THE CONCRETE REINF STEEL INSTITUTE. DON'T SPLICE IN MIDDLE 113 OF BEAM OR
COLUMN SPAN, IFA SPLICE IN SPAN IS UNAVOIDABLE, FOLLOW DEVELOPMENT LENGTH/LAP DISTANCE IF NOT NOTED
VERIFY W/ ARCHITECT
15.6. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED
ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE.
15.7. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES.
START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER
PLACING AND FINISHING. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS IN ACCORDANCE WITH ACI 301
PROCEDURES. PERFORM CURING OF THE CONCRETE BY CURING AND SEALING COMPOUND, BY MOIST CURING, BY
MOISTURE RETAINING COVER CURING OR BY COMBINATION THEREOF.
15.8, SEE THE DRAWINGS FOR CONCRETE COVER FOR REINF STEEL, BUT IN NO CASE SHALL THE COVER BE LESS THAN
THAT REQUIRED BY AC1318:
-CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH; 3"
-CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER, 1 1/2" INCHES; #6 BARS AND LARGER, 2"
15.9. CONCRETE SLAB ON GRADE CONTROL JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN OR TYPICAL
DETAILS. WHERE CONTROL JOINTS ARE NOT SHOWN ON PLANS, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND
BY KEYED, DOWELED OR SAW -CUT CONTROL JOINTS SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 260
SQUARE FEET. POST -TENSIONED CONCRETE SLABS ON GRADE SHALL NOT HAVE CONTROL JOINTS UNLESS
SPECIFICALLY NOTED ON THE PLANS. EXPANSION JOINT FILLER SHALL BE NON -EXTRUDED PREMOLDED MATERIAL
OF ASPHALT IMPREGNATED FIBERBOARD (ASTM D1751)
15.10. CONSTRUCTION JOINTS OR POUR JOINTS IN STRUCTURAL ELEMENTS (BEAMS, COLUMNS, ELEVATED SLABS, ETC.)
NOT SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS REQUIRE PRIOR APPROVAL OF THE ARCHITECT.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING PROPOSED JOINTS TO ENGINEER FOR APPROVAL.
15.11. ALL CONCRETE SHALL UTILIZE A MINIMUM OF 20% FLYASH CONTENT.
15.12. VERT AND HORIZ REINF SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS, PLACE VERT REINF BARS AT CORNERS,
JAMBS OF OPENINGS, BELOW BEAM BEARING, AND IN WALLS AS INDICATED ON THE DRAWINGS. VERT WALL REINF
BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND
END HOOK LENGTHS AS PER ACI 318 OR FBC UNO.
-TIES/STIRRUPS TO STARTATA DISTANCE FROM SUPPORT OF 1/2 TIE SPACING
15.13. NO HOLES, CHASES, OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS
SHALL BE MADE IN CONCRETE MEMBERS WITHOUT ARCHITECT'S APPROVAL.
16. CONCRETE MASONRY: S NRY:
16.1. CMU DESIGNED
AND TO BE IN ACCORDANCE ACI 530-13/ASCE 5.13/TMS 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 HAVE A SLUMP OF 8 TO 11 INCHES, BE IN CONFORMANCE WITH ASTM C 476.02 AND ATTAIN A
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 MASONRY 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
TOLERANCES 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 AT THE 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 DRAWINGS. 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, JAMBS OF OPENINGS, EA CELL WITHIN 1W 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 TEXT ON DRAWINGS USE #5 @ 48" OC. WALL REINF BARS SHALL EXTEND CONTINUOUS FROM
FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI
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 INSTALLED AS 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. UNO HORIZ JOINT REINF @ Is- OC IN MASONRY WALLS IS SUGGESTED BUT NOT REQUIRED TO CONTROL
CRACKING.
17. FOUNDATIONS:
17.1. BUILDING AREA TO BE STRIPPED/GRUBBED OF SURFACE DEBRIS/VEGITATION. 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 RECOMENOS 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" OVERSIZED HOLE DIA., 6" EMBED W/ CLEAN HOLE.
17.3. SLABS -ON -GRADE TO BE REINF WITH 6x6 10/10 WWF MIN WITH MESH UP CHAIRS-eVER NIMbM
oni vcrI "fiE" E FILM - PeR ,4E+A . R TERMITE TREATED COMPACTED GRADE UNO.
17.4. CONTINUOUS FOOTINGS, STEM OR MONOLITHIC, TO BE REINF CONTINUOUS, WITH LAPS AS PER STATED
DEVELOPMENT LENGTH IF NOTED OR 48x BAR DIAMETER MIN UNO, 30" MIN CORNERS BARS TO MATCH
LONGITUDINAL REBAR.
1T6. SOILAND SUBGRADE IS TO BE TERMITE TREATED.
17.7. SLAB FINISHES UNO:
-DRIVEWAY, DRIVEWAYAPRON, 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.
32. CLIMATIC & E G OGRAPHIC 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.
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ABBREVIATIONS:
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AS ANCHOR BOLT
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CL
A/C AIR CONDITIONER
U) 4t C -""
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AHU AIR HANDLING UNIT
C O '�
fA
AT ACOUSTICAL TILE
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Q C• --cr
B.M. BENCH MARK
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BM BEAM
C
m N `
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BC BOTTOM CHORD
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C
BILK BLOCKC
C
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BO BY WNER
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BOTT BOTTOM
2 = co � _
0)
BP BOTTOM PLATE
+
0
Q c M C
CJ CONTROL (CONSTRUCTION) JOINT
.J t0j co co
ll
CL CENTER LINE
ILL.
CLG CEILING
X
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)
DF DRINKING FOUNTAIN
w
DIA DIAMETER
DIM DIMENSION
a
DISP DISPOSAL
DN DOWN
DR DRYER
a
DTL DETAIL
w
DW DRIVEWAY
'E' EXISTING
EA EACH
EJ EXPANSION JOINT
o
EL BUILDING ELEVATION
w
ELECT ELECTRICAL
ELEV ELEVATOR OR ELEVATION
o
EW EACH WAY
z
EWC ELECTRIC WATER COOLER
w
EWH ELECTRIC WATER HEATER
>
EXP EXPOSED
EXT EXTERIOR
EXTG EXISTING
6
F1 FOOTING #1
FA FASTENER
FD FIELD (FLOOR) DRAIN
CD
FE FIRE EXTINGUISHER
rrnn
FF FINISH FLOOR
V
o
FIN FINISH
Z
FLR FLOOR
FP FIRE PROTECTION
Q
w
EPS EXPANDED POLYSTYRENE
y
FTG FOOTING
FT FOOT (OR FEET)
GALV GALVANIZED
J
m
z
GFI GROUND FAULT INDICATOR
m
GSF GROSS SQUARE FEET
W
a
GWH GAS WATER HEATER
C
LL
GWB GYPSUM WALL BOARD
G
o
HB HOSE BIB
TO
HC HOLLOW CORE
2
a
HDG HOT DIPPED GALVANIZED
HORIZ HORIZONTAL
Ww
a
HW HOT WATER
J
HWH HOT WATER HEATER
m
IN INCH
INT INTERIOR
N
COC
JT JOINT
G
F
MAX MAXIMUM
0
MEP MECH/ELECT/PLUMB
MFR MANUFACTURER
MIN MINIMUM
S
MO MASONRY OPENING
z
MW MICROWAVE
z
NIC NOT IN CONTRACT
NTS NOT TO SCALE
NSF NET SQUARE FEET
L-1 LINTEL #1
°z
LF LINEAL FOOT
a
CA OVERALL
OC ON CENTER
z
OAS OR APPROVED SIMILAR
w
o
PL PROPERTY LINE OR PLATE
PLY PLYWOOD
c3
PT PRESSURE TREATED
o
PVC POLYVINYL CHLORIDE
R RADIUS
R/A RETURNAIR
RCS REINFORCED CONCRETE BEAM
RCC REINFORCED CONCRETE COLUMN
RD ROOF DRAIN
REF REFRIGERATOR
REINF REINFORCING
REQ REQUIRED
RAN RIGHT-OF-WAY
RTU ROOF TOP UNIT
S. SIMPSON (MFR)
SBS STYRENE BUTADIENE STYRENE
SELL SITE ELEVATION
SF SQUARE FOOT
SIM SIMILAR
Z
SK SINK
W
SOG SLAB ON GRADE
2
SS STAINLESS STEEL
2
STAG STAGGERED
OU
TBO TO BE DETERMINED
TC TOPCHORD
THE TO MATCH EXISTING
LU
TOB TOP OF BEAM
Q
TOS TOP OF COLUMN
TO$ TOP OF SLAB
TP TOP PLATE
TPO THERMO PLASTIC OLEFIN
—
TYP TYPICAL
UG UNDER GROUND
gen notes
LINO UNLESS NOTED OTHERWISE
VB VAPOR BARRIER
VERT VERTICAL
1O/2O/2O
VTR VENT THRU ROOF
W/ WITH
WA WASHER MACHINE
S H E E T
WP WATERPROOF
W° W°°°
WWF WELDED WIRE FABRIC/MESH
2 of 2
# POUND OR NUMBER