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ACCESIBLE DOOR CLEARANCE MINIMUMS
SCALE: 3/8'= 1'4"
F1 Fi F3 O FN O ® F® FFYl FB
SCHEDULE:
F1: HC WALL MOUNTED LAVATORY WWIRROR, SOAP
DISPENSER. PIPES TO BE INSULATED OR COVERED.
F2: HC SOAP DISPNESER
F3: NON -HC URINAL
F4: HC URINAL
F5: NON -HC WATERCLOSET
FB: HC WATER CLOSET W/ GRAB BAR, PT DISPENSER
FB.1: HC
P. SANITARYNAPKIN DISPENSER
FS: BABY CHANGING TABLE
NOT
1RR
ACCESSORIES STRUCTURAL STRENGTH: GRAB BARS S SHOWER
SEATS SHALL BE DESIGNED AND SUPPORTED TO WITHSTAND 25pN
POINT LOAD IN ANY DIRECTION.
2. ALL RR TOILET PARTITIONS TO BE B'-10' AFF TO TOP OF HEADRML, 5'-
10 -TO TOP OF PANEL, 1' AFF TO BOTTOM OF PANEL
3. ALL RR URINAL PARMIONS TO BE 4A" AFF TO TOP OF PANEL AND 1'-
T TO BOTTOM OF PANEL
4. ALL DIMENSIONS ARE TO FINISH.
RESTROOM FIXTURES/ACCESSORIES DETAILS
SCALE: N.T.S.
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WATER FOUNTAIN DETAIL
SCALE: N.T.S.
TYP MIN TOILET COMPARTMENT FLOOR PLAN
SCALE: 3/8'= V -O"
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EXISTING
A REBAR 4" EMBs
C 1E'
TYP SLAB INFILL DETAIL
SCALE: 1'=1'-0"
MIL VB OVER COMPACTED & TERMITE TREATED RLL
g- FINISH TME
REBAR 1r OC EW, OMIT IF WWF OR FIBER
L.'m' as per door & window zrneewe, or all meaning worst case of all oun lar hems of that type.
I. f building dp are left blank see door& vandow schedule or design premium mart.
{ ThsaMdavRh solved vttRy product stompllancewM wind Ideas,
V Unless produce are spedflolly submitted Air vMrutbn by mntntlop they are assumN
9 glass none is not specified more than inspeacti, may use any ofthempact glass type M the install ' Ymcti to drew the stated budding deign pressures
If fasteners is left blank, may use any of the specified attachment methods inthe install mztrucYon moment, dommum pmNded to achieve me stated building deign pressures
'.I have revrewe l Meadow ..parent, mtladding and I have approwtl their use in missWctufe Thempfpdutts provide adequate resounded to me wind loads and fortes spMfied by summands ptoWAonr.
DOOR SCHEDULE
10
SIZE
TYPE
MATERIAL
GLAZING
HANDLE
HARDWARE
RENO STATUS
NOTE
Dl
36" x 80"
S. SWING
FIBERGLASS
NO
PUSH PLATE, PULL HANDLE, DEADBOLT
SELF CLOSING DEVICE
REPLACE
ADA THRESHOLD, 2'x2'
VENTINSERT
D2
36" x BO"
S. SWING
FIBERGLASS
NO
PUSH PLATE, PULL HANDLE, DEADBOLT
SELF CLOSING DEVICE
REPLACE
ADA THRESHOLD, 2'x2'
VENTINSERT
D3
36"x80"
S. SWING
FIBERGLASS
NO
PUSH PLATE, PULL HANDLE, DEADBOLT
SELF CLOSING DEVICE
REPLACE
ADA THRESHOLD, 2'x2'
VENTINSERT
D4
36"x80"
S. SWING
FIBERGLASS
NO
PUSH PLATE, PULL HANDLE, DEADBOLT
SELF CLOSING DEVICE
REPLACE
ADA THRESHOLD, 2'x2'
VENTINSERT
DS
36"x80"
IS. SWING
I
I
I
I
IEXTG, AS IS
39.2.9
PARTITIONS
P1. EXTG On CMU WALL. 10 GWB OVER Was FURRING STRIPS
P2. EMG NON FIRE RATEDINTERIOR NON LOADBEARING WALLS'.516.OR1M'GWBOVER3SIs'25GAMETALS D@16.00.
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KEYNOTES
1.
FLOOR PLAN NOTES
1. RESTROOM FIXTURES AND DRINKING FOUNTAINSAS PER FBC ACCESSIBILITY CHIA
F
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
L_-_-_ I
PLAN LEGEND
EL EMERGENCY LIGHT REPLACEMENT
MIT MIT LIGHT REPLACEMENT
FE PORTABLE FIRE EXTINGUISHER
L1 RECESSED CAN LIGHT TO REPLACE FLUSH FLOURESCENT
S LIGHT SWITCH- AUTO OWOFF MOTION DETECTOR
ELECTRICAL PLAN
SCALE: 114'= V -W
EXISTING FLOOR / LIFE SAFETY PLAN PROPOSED FLOOR / LIFE SAFETY PLAN
SCALE: 114'=1'-0" SCALE v4^=1' 0-
POOL EQUIPMENT
SHEET INDEX
av?EL ..- tla 1C4,&dS1
FBC 302.1
A-1 general
39
0
A-2 fir details
<y:
N/A
4,<
Gross Area of Total Bldg
1,165sf
INIA
at
Mn'
PROJECT DESCRIPTION
,
10 c N
ALTERATIONS TO POOL RESTROOM CABANA.
__-_-__-__-�
ZONING INFORMATION:
N/A
parcel id: 3327-801-0007-000-1
t211
at
PUD (St Lucie County)LL
0
Rood zone: X
1
s
Imp
1�
UTILITY INFORMATION -
gas: Fila
?r �
Alteration Level
sewage: public
FBC EXtG DH.S
I -Et -Elf. --II- -- U --
N/A
Manual Fire Alarm reg
no
L
no
39,3.4
Max common path of travel
75
FBC 1006.2.1
75 ft
39.2.5.3
Max travel distance
1
Me
FBC 1017.2
ISO it
y
Eme enc Lighting req
no
FBC 1008.3
no
39.2.9
rt
•`
_ X.S%TntoYtl&'3k FF
p�ttvqEyyL
ELECT NOTES
1. ONLYFIXTURES ALTERED IN SCOPE OF WORKARE SHOWN
_ 2 USE EXISTING CIRCUITS FOR REPLACED ITEMS
ELECTRICAL PLAN
SCALE: 114'= V -W
EXISTING FLOOR / LIFE SAFETY PLAN PROPOSED FLOOR / LIFE SAFETY PLAN
SCALE: 114'=1'-0" SCALE v4^=1' 0-
POOL EQUIPMENT
SHEET INDEX
r
� „
c.=
M
c a _ o0
FBC 302.1
A-1 general
39
0
A-2 fir details
i FBC 602
N/A
GN -1 general notes
Gross Area of Total Bldg
1,165sf
INIA
at
Mn'
PROJECT DESCRIPTION
,
10 c N
ALTERATIONS TO POOL RESTROOM CABANA.
C o P M
E
��oodn
ZONING INFORMATION:
N/A
parcel id: 3327-801-0007-000-1
19,000 sf
PUD (St Lucie County)LL
0
Rood zone: X
j
Imp
1�
UTILITY INFORMATION -
gas: Fila
N/A
Alteration Level
sewage: public
FBC EXtG DH.S
potable water: public
N/A
CODE SUMMARY
Odaupapsy
Utility
FBC 302.1
Business
39
Construction Type
58
i FBC 602
N/A
N/A
Gross Area of Total Bldg
1,165sf
INIA
INIA
N/A
Allowable Height
1401/i stories
JFBC 504
N/A
N/A
Allowable Area
19,000 sf
I FBC 506
N/A
N/A
Sprinklers provided
Imp
N/A
In.
N/A
odcupondy
U
FBC 302.1
Business
39
Min construction Type
5BFEBC602
FBC 1005.1
N/A
N/A
Gross Area of Work
seecalcs
NA
N/A
N/A
Gross Area Added
Osf
N/A
N/A
N/A
Net area
seecalcs
N/A
NA
N/A
Sprinklers modified or added
no
N/A
N/A
N/A
Alteration Level
3
FBC EXtG DH.S
N/A
N/A
Occupant Load jecarch sex
6
FBC 1004
6
7.3
Exit Width re
1 in
FBC 1005.1
N/A
N/A
Exit Width rovided
72 in
N/A
N/A
N/A
Number of exttsre
1
FBC 1006.2
1
39.2.4
Number of exits provlded
2
N/A
N/A
N/A
Panic Hardware re
no
FBC 1010.1.10
N/A
N/A
Exits ns re
no
FBC 1013.1
no
39.2.10
Manual Fire Alarm reg
no
FBC 907.2
no
39,3.4
Max common path of travel
75
FBC 1006.2.1
75 ft
39.2.5.3
Max travel distance
200 ft
FBC 1017.2
ISO it
39.2.6
Eme enc Lighting req
no
FBC 1008.3
no
39.2.9
clien no Wrrmns ron
WC:
Islascalcs
JFBC P403.1
N/A
N/A
Lav:
see balks
FBC P403.1
N/A
N/A
unisex allowed
no
FBC P403.2
N/A
N/A
RR Public Access req
es
FBC P 403.1
N/A
N/A
Water Cooler reg
no
FBC P 403.1
N/A
NA
Drinking Fountain req
no
FBCP403.1
N/A
N/A
Service Sink reg
no
JFBC P 403.1
N/A
IN/A
Flet Reclwanrn
struidural frame
O.Ohr
FBC 601
N/A
N/A
bearing wall -exterior
0.0 hr
FSC601
N/A
N/A
bearing wall -interior
0.0 hr
FBC 601
NA
1.00
non-bearing wall - extedar
0.0 hr
FEC601
NA
non-bearing wail - Interior
0.0 hr
FBC 601
NA
Floorconstruction
0.0 hr
FBC 601
N/A
IN/A
roofoonstmctlon
0.0 hr
FBC 601
N/A
fire -waft
3Ahe
GSG-70G4
N/A
Fire Se aratIon
noneI IF00508.4 N/A IN/A
Interior Wall&CI Finishes
Vertical exits and exit pativilmaddayswny 1 FBC 803 IN/A N/A
Exit access coridors&other exitwa s Judy I FBC 803 N/A N/A
Rooms and enclosed spaces lany lFBC 803 any 139.3.3
cc an Iu
area
ratio ...pants
male lav
W RR
1.03
281 at
n/a
n/a
6.00
n/a
M RR
female lav
12799
1.00
1 n/a 1
6.00
1.00
12.0
total occupants
12
pinmFinv Fivmrcc raft, finger aei tl h.
Pont area
Fila
12,W5 sf
male lav
Fila
1.03
male we
n/a
1.00
male urinal
n/a
1.00
female lav
Fila
1.00
female wC
n/a
1.00
SCOPE OF WORK
Exterior/ Porch
•Resurface walkway with non-skid texture.
•Naw cabinet
•Replace cabinets, countertops, sink, faucets
-New paint
•Remove 1 stall located next to Handicap stall.
•Replace walls, ceiling and baseboard rd weather resistant material.
•New grab bars and accessories.
-Replace existing partitions, countertops, sinks, faucets, loiters, floodwall file, exterior doore
-Navy paint
-Replace lighting w/ ceiling LED lighting with occupancy sensors.
•Remove 1 stall located next to Handicap stall.
•Replace walls, calling and baseboard to weather resistant material.
•New grab bars and accessories.
-Replace existing partitions, countertops, sinks, faucets, toilets, flooflwall tile, exterior doors
-NOW paint
-Replace lighting w/ ceiling LED lighting with occupancy sensors.
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10/9/19
SHEET
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Meadow do
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6/27/2020
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DocuSi, Ervsw'. ID: D5@0065&1AC 112-A13&96(UUDAE013
L CODECOMPLIANCE:
1.1. Thisprojeotwasdesb
a,MS to comply with ell I(mol, MID, anO MOeml rNuIsU6
codes, Induding but not limited 10, the most currant edi5or
2017 FBG BUILDINGI ACCESSIBILITY/ EXISTING,/
209 FBC: ENERGY CONSERVATION, ah ed
2017 FBC: PLUMBINU GASI MECHANICAL, 6M M
19 GONAR-TEMAsexRw
the codes require for the q@.I. AE6 MASOP IRY 00 l98 81 !ALL GOP !FORM TO 71 !E REQUIREMENTS OF A STM G90 FOR ICA 0 MARNA
the mm sdor, hereby MMQNRK
mply with 611 gov ming
dOg: -B GGIK-TRENGT. -1.00
B0g
X9
2. ALL GENERAL NOTES
2.1. THE FOLLOWING SPECIFICATIONSARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. INCAMOF
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 SHALLAPPLY 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
SHALL BE NOTIFIED
24. NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL BE MADE IN THE FIELD WITHOUT THE EXPRESSED
WRITTEN CONSENT OF THE ARCHITECTAND BUILDING OFFICIAL, IN SUCH CASE THE ARCHITECT SHALL PREPAF
REVISION IN ACCORDANCE WITH THE CHANGE. APPROVALFROM THE BUILDING OFFICIAL SHALL BE OBTAINED E
CONTRACTOR BEFORE PROCEEDING WITH ANY WORK.
3. ARCHITECT&CONTRACTORRELATIONSHIP
3.1. UNLESS CONTRACTED DIRECTLY BY CONTRACTOR, THE ARCHITECTAND CONTRACTORARE NOT IN ACONTRAC
RELATIONSHIP, THEARCHITECT[SAN AGENT OF THE OWNER. BY SUBMITTING THESE CONSTRUCTION DOCUMI
FOR PERMIT, THE CONTRACTORACKNOWLEDGES THATTHEYARE COMPETENT, UNDERSTANDTHE DOCUMENT
ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM THESE PLANS. THEYARE
MENTIONED, THE CONTRACTOR AND SUBSARE REQUIRED TO UNDERSTANDAND ADHERETHE BLDG CODES NO
DIFFERENT THAN THE ARCHITECT.
0. 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 ALLTRADES.
52, ADRAWING 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 ACOMPLETE AND PROPERLY FUNCTIONING CODE -ACCEPTABLE PROJECT,
UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATEDAS BEING PROVIDED BYOTHERS 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 DETAILEVERY CONDITION OR INSTRUCT THE CONTRACTOR ON HOW TO
PERFORM THE WORK. EVERY CONNECTION, CORNER, FLASHING, ETC. MUST BE RESOLVED. NOTIFYARCHITECT IF A
CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL ARCHITECT IS HOT LIABLE FOR WORK THAT IS NOT
DETAILEDSPECIFIED BY ARCHITECT. IF DRAWINGS
CONTRACTOR MAY REQUEST SUBSTITUTION APPI
SPECIFICATION CONTRACTOR IS FREE TO USE ANY
BYARCHRECT.
& VERIFY SUE I14FOR31AMN:
B.I. CONTRACTOR IS TO VERIFYALL SUE INFORMATION
9. PRIOR TO ANY EXCAVATK)N WORK:
9.1. THE CONTRACTOR M REOU1RED TO LOCAMANYAND 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'ROUGW OR 'FINISH! SEE PLANS FOR REQUIREMENTS.
ARCHITECTURAL DIMENSIONS SHALLTAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS. IF NO OTHER
CONFLICT RESULTS. DOCUMENTANY SUCH DISCREPANCIES TOARCHITECT IN WRITING. DO NOT RELYON SCALED
DIMENSIONS,
11. HEIGHTELEVATIONS:
11.1. BUILDING HEIGHT ELEVATIONSTYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATIONO'-0' (BUILDING ELEVATIONS MAY
BENOTEDAS-BLDGEL. 'OR'EL "OR'AFF._') ANY ELEVATION NOTOT-IERWISE DESIGNATED ASA SITE
ELEVATION IS ON ANY PLANS OTHER THAN THE STE PLAN ISASSUMEDTO MABUILOING ELEVATION SITE
ELE1/ATK#45 MAY BE 9ASED qJ THE SURVEY, WINCH MAY DSE MEAN SEA LEVEL, NAVD.IX20THER HEIGHTABA
FOR AN QUESTIONABLE
MTWL SHEELEVATI SPRIORTO CONSTRUCTING. -BB__'OR _NAW OR'aX.%". CONSULTARCHfTECT
FOR ANY QUESTIONABLE LOCATONS PRIOR TO CONSTRUCTING.
12. AMBIGUITY:
12.1. IN THE EVENT OFANYAMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS, THEARCHITECT
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 PRODUCTAPPROVALS I SUBMITTALS/SHOP DRAWINGS:
13.1. THE SUBMISSION OF REQUIRED NOTICES OFACCEPTANCE INCA) I PRODUCTAPPROVALSARE THE RESPONSIBILITY
OF THE CONTRACTOR, THE CONTRACTOR IS REQUIRED TO MAKE THESEAVAIIASLEATTIME OF INSPECTION. EVEN
IF THE ARCHITECT PROVIDES THESE THE CONTRACTOR MAV CHANGE TOA DIFFERENT PRODUCT THAT MEETS THE
SAME OR HIGHER BUILDING DESIGN PRESSURES. SOME JURISDICTIONS WILL REQUIRE A REVISION. IF THERE ISA
132. SHOP DRAWINGSISUSMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO
CONSTRUCTION DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMINGAND 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 CONSTRUCTI01
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 ARPROPRIATE SUPERVISION THROUGHOUT THE PROJECT. CONSTRUCTION SITE SAFETY. INCLUDING ALL
AND SHORING SHALL BE DESIGNED TO RESIST ALL CONS I RUCTION LOADS INCLUDING THE WEIGHTS OF ALL
SUPPORTED MATERIALS PLUS LIVE LOAD OF W 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 MHOR TO FABRICATION AND START OF
CONSTRUCTION. THE CONTRACTOR SHALL PROTECTAND MAINTAINALL CONSTRUCTION AND ITS CONTENTS.
14.4. SPECIFIC PRODUCT DATAMUST BE PROVIDED TOARCHRECT FORAPPROVALOF HEAVY FINISHES SUCH AS TILE
ROOFS OR STONE ON RAISED FLOORS.
15. CASTaN-PLACECONCREM
15.1. ARCHITECT OR ENGINEER OF RECORD TO BE NOTIFIED IN WRITING PRIOR TO POUR, TO GIVE ARCHITECTTHE
OPTION TO INSPECT THE REINFORCEMENT FOR OVERHEAD BEAMS AND STABS
15.2. CONCRETE PROPORTIONING. PLACING, FINISHING AND CURING SHALL BE AS PER THE LATEST EDITION OF THE PCA
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 UNO
-COLUMN AND WALL CONCRETE TO BE 3000 PSI CONCRETE MIN UNO
-FOOTINGS AND SLAB -ON -GRADE TO BE 30M PSI CONCRETE MIN ONO
-AUGERGAST PILE TO BE 5000 PSI CONCRETE MIN UNO
15.3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 6 INCHES MAXIMUM AND I INCH MINIMUM EXCEPT FOR SLABS
ONGRADE WHICH SHALL HAVE MAXIMUM SLUMP OF 51NCHES AND A MINIMUM OF 31NCH.
15.4. COMPLY WITH ALL REQUIREMENTS OF ACI I9-10.
15.5. ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE SO STEEL; WELDED WIRE MESH TO ASTM A-185,
THE ACI DETAILING MANUALAND THE CONCRETE REINFORCING STEEL INSTITUTE. DON'T SPLICE IN MIDDLE 12 OF
BEAM OR COLUMN SPAN, IF A SPLICE IN SPAN IS UNAVOIDABLE, FOLLOW DEVELOPMENT LENGTHRAP DISTANCE IF
NOT NOTED VERIFY WI 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 T DAYS IN ACCORDANCE WITH AGI Wl
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 REINFORCING 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 46 BARS AND SMALLER, I TQ- INCHES; MI BARS AND IARDER, 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 -CVT CONTROL JOINTS SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 260
SQUARE FEET. POST -TENSIONED CONCRETE SLABS ON GRACE SHALL NOT HAVE CONTROL JOINTS UNLESS
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.
PPROVAL15.11. ALL CONCRETE SHALL UTILIZE A MINIMUM OF 20%FLYASH CONTENT.
15.12. VERTICALAND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. PLACE VERTICAL
REINFORCING BARSATCORNERS, JAMBS OF OPENINGS, BELOW BEAM BEARING, AND IN WALLSM INDICATED ON
THE DRAWINGS. VERTICAL WALLREINFORCING BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP
BOND BEAM, MIN LAP SPIGES, EMBEDMENT, AND END HOOK LENGTHSAS PERACI 31B OR FBC UNO.
-TIESISTIRRUPS TO STARTATA DISTANCE FROM SUPPORT OF V2 TIE SPACING
15.13. NO HOLES, CHASES, OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS
19. LIGHT GAGE METALSTUDS &MISC. METALFRAMING:
19.1. ALL LIGHT GAGE METAL INTERIOR STUDS SHALL BE G90 GALVANIZED 25 GAMINIMUM. USE 20 GA STUDS
WHERE HEAVY LOADSARE HUNG FROM SUCH AS TV'S OR WALL CABINETS. ALL WALLTRACKS SHALLBE 25
GA
so, My&01
27. ELECTRICAL&LWHTINGNOTES
27,1, PLAN® ARE SCHEMATIC, EXACT IAYOUIUSVING OF CIRCUITS, RECEPTACLES, FIXTURES, AND
EQUIPMENT, SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR AND APPROVED BY THE
ARCHITECT. IF IAYOUTISIZING IS PROVIDED ELECTRICAL CONTRACTOR TO VERIFY.
27.3. PROVIDEAFICAS DETERMINED BY NEC 210.12.
27.4. PROVIDE GFIC AS DETERMINED BY NEC 210.8.
27.5. ALL EXTERIOR OUTLETS TO BE GFIC WITH WEATHER TIGHT PROTECTIVE COVER.
Q7.7. CARD GNI sAP ANIME 41 ' AM *G BE IP ITEGRAL WIT' 1 8MOKE MEA RP 1.
2..
2& PLUMBING:
28.1. PLANSARE SCHEMATIC. ACTUAL LOCATION,MATERIAL, AND SIZE OF PIPES, DRAINS, AND VENTS SHALL
BE DETERMINED BYA LICENSED PLUMBERANO APPROVED BY THEARCHITECT. IF LAYOULGIZING IS
PROVIDED PLUMBING CONTRACTOR TO VERIFY.
28.2. SEPTIC & DRAIN FIELD IS SCHEMATIC, EXACT LAYOUTISIZING SHALL BE BY LICENSED SEPTIC
CONTRACTOR AND ADHERE TO 64E8, F.A.C.
28.3. NO PLUMBING REQUIREMENTS SHALL INTERRUPT THE STRUCTURAL INTEGRITY OF THE BUILDING.
20. ROOF PENETRATIONS:
29.1. VERIFYALL REQUIRED ROOF PENETRATIONS FROM HVAC PLUMBING, ELECTRICAL, AND OTHER
DRAWINGS. PROVIDE ALL NECESSARY PENETRATIONS WITH REQUIRED ACCESSORIES TO PREVENT
MOISTURE INTRUSION AND RETAIN STRUCTURAL STABILITY, IN ADDITION TO THOSE INDICATED ON THE
ROOF PLAN. CONSULTARCHITECT IF ROOF PLAN CONFLICTS WITH ANY REQUIRED ROOF PENETRATIONS.
M FIRM RATED UL FLOOR, �L, & ROOF PENEFRATIGNS!
a9A. G0P9RMGTQR MUST USE SPECIFIC
31. EGRESS:
31.1. DOORSAS PER FBC 1010AND FBCACCESSIBIUTY404
313. EXIT SIGNAS PER 1013
32. FIRE PROTECTION:
32.1. CONTRACTOR SHALL CONSULTMTH THE AND/ FIRE MARSHALL REGARDING REQUIREMENTS FOR FIRE
32.3. PROVIDE FIRE BLUCKINQAS HER FNc"..Z.
32.4. PROVIDE DRAFTSTOPPING AS PER FBC 7183 & 718.4.
33. MISC:
M.S.pp-9. I'll I'll' IM11111 I 111MWIRP9 FOR SPRA*FGAM PIATTI� -1-1
RESTROOM FIXTURESAND DRINKING FOUNTAINSAS PER FBCACCESSIBIUTY CHA
Sc FINISHES:
34,1. GWB: MOISTURE RESISTANTGWS @ ALLWETAREAS, CEMENT BOARD INSIDE SHOWER COMPARTMENTS
URF SIB"TYPEXGWB ON GARAGE CEILING IF CONDITIONEDIWABRABLEAREAABOVE. GARAGE
3& CLIMATIC & GEOGRAPHIC DESIGN CRITERIA:
35.1. WEATHERING: NEGLIGIBLE. TERMDEAREAVERYHEAVY
ABBREVIATION
AB ANCHOR BOLT
AIC AIRCONDITIONER
AHU AIR HANDLING UNIT
AT ACOUSTICALTILE
S.M,
BENCH MARK
SM
BEAM
Sc
BOTTOM CHORD
SO
BYOWNER
BOUT
BOTTOM
BP
BOTTOM PLATE
CJ
CONTROL (CONSTRUCTION) JOINT
CL
CENTERLINE
CLG
CEILING
CMU
CONCRETE MASONRY UNIT
CO
CONNECTOR
COL
COLUMN
CONIC
CONCRETE
CONT
CONTINUOUS
CU
CONDENSING UNIT OR COPPER
CW
COLD WATER.
CXN
CONNECTION
0
NAIL SIZE (PENNY)
OR
DRYER
DISP
DISPOSAL
BE
DRINKING FOUNTAIN
DTL
DETAIL
DW
DRIVEWAY
'E'
EXISTING
EA
EACH
EI
EXPANSION JOINT
EL
BUILDING ELEVATION
ELECT
ELECTRICAL
EW
EACH WAY
EWC
ELECTRIC WATER COOLER
EWH
ELECTRIC WATER HEATER
EXP
EXPOSED
IDU
EXTERIOR
EXTG
EXISTING
Ft
FOOTING#1
FA
FASTENER
FD
FIELD (FLOOR) DRAIN
FE
FIRE EXTINGUISHER
FF
FINISH FLOOR
FIN
FINISH
FLR
FLOOR
FP
FIRE PROTECTION
EPS
EXPANDEOPOLYSTYRENE
FTG
FOOTING
FT
FOOT(ORFEET)
Gil
GROUND FAULTINDICATOR
GSF
GROSS SQUARE FEET
GRIN
GAS WATER HEATER
GWB
GYPSUM WALLBOARD
HB HOSE BIB
HOG HOT DIPPED GALVANIZED
HW HOT WATER
HWH HOT WATER HEATER
IN INCH
IMT INTERIOR
JT JOINT
MAX
MAXIMUM
MER
MANUFACTURER
MIN
MINIMUM
MW
MICROWAVE
NIC
NOT IN CONTRACT
NTS
NOTTOSCALE
NSF
NET SQUARE FEET
L-1 LINTEL#1
LF LINEALFOOT
00 ON CENTER
OAS OR APPROVED SIMILAR
PL PROPERTY LINE OR PLATE
PLY PLYWOOD
PT PRESSURE TREATED
PVC POLYVINYLCHLORIDE
R
RADIUS
RIA
RETURN AIR
BOB
REINFORCED CONCRETE BEAM
RCC
REINFORCED CONCRETE COLUMN
RD
ROOF DRAIN
REF
REFRIGERATOR
REINF
REINFORCING
RED
REQUIRED
RAM
RIGHT -OF -WAV
RN
ROOFTOPUNIT
S.
SIMPSON(MM)
SBS
STYRENE BUTADIENE STYRENE
SEL
SITE ELEVATION
SF
SQUAREFOOT
SK
SINK
BOG
SLAB ON GRADE
BE
STAINLESS STEEL
STAG
STAGGERED
TBD
TO BE DETERMINED
TC
TOPCHORD
TME
TO MATCH EXISTING
TOB
TOP OF BEAM
TOS
TOP OF COLUMN
TOS
TOP OF SLAB
TP
TOP PLATE
TPO
THERMO PLASTIC OLEFIN
TYP
TYPICAL
UG UNDERGROUND
UNO UNLESS NOTED OTHERWISE
VB VAPOR BARRIER
VTR VENTTHRU ROOF
WA WASHER MACHINE
WP WATERPROOF
WO WOOD
WWF WELDED WIRE FAMICMESH
Z co
_O rn
m
J
111 u -
J 'C'O
Q vJ
v
IL T
NO cm
E
W Q.
F— n
X U
W
N L
O
ILI Q
Z
general notes
10/9/19
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