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BASS 50 BAS
3700) ('1867 i 48
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74 7 36 14
75 28
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(606) (21)
LOCATION KEY
Existing Overall Buidin
SHEETINDEX
A-1
codes
A-2
plans
GN-1
general notes
PROJECT DESCRIPTION
INTERIOR ALTERATIONS TO EMPTY GROUND LEVEL UNIT IN A STRIP MALL
ZONING INFORMATION: 1/
parcel id:1301-615-0221-000-0
Comm (unincorporated St Lucie County)
flood zone: X
UTILITY INFORMATION:
gas: n/a
sewage: public
potable water: public
DEFERRED SUBMITTALS:
1. MEP AS NEEDED
CODE SUMMARY:
FBC Cades FFPC Cndas
Occupancy
Mercantile
FBC 302.1
Mercantile-C
37
Construction Type
5B
FBC 602
N/A
N/A
Gross Area of Total Bldg
4,000 sf
N/A
N/A
N/A
Allowable Height
40' / 1 stories
FBC 504
N/A
N/A
Allowable Area
9,000 sf
FBC 506
N/A
N/A
Sprinklers provided
no
N/A
no
N/A
T
Y
Proposed Area of Work
Occupancy
M
FBC 302.1
Mercantile-C
37.1.2
Min Construction Tye
5B
FBC 602
N/A
N/A
Gross Area of Work
see talcs
N/A
N/A
N/A
Gross Area Added
0 sf
N/A
N/A
N/A
Net area
see talcs
N/A
N/A
N/A
Sprinklers modified or added
no
N/A
N/A
N/A
Alteration Level
2
FBC EXTG CH.5
N/A
N/A
E ress
Occupant Load
14
FBC 1004
14
7.3
Exit Width reg
n
FBC 1005.1
N/A
N/A
Exit Width provided
36 in
N/A
N/A
N/A
Number of exits req
1
FBC 1006.2
1
37.2.4
Number of exits provided ed
1
N/A
N/A
N/A
Panic Hardware req
no
FBC 1010.1.10
N/A
N/A
Exit Signs req
no
FBC 1013.1
no
37.2.10
Manual Fire Alarm req
Ino
I FBC907.2
no
137.3.4
Max common path of travel
75
FBC 1006.2.1
75 ft
37.2.5.3
Max travel distance
200 ft
Ino
FBC 1017.2
150 ft
137.2.6
Emergency Lighting req
lFBC 1008.3
Inc
137.2.9
Plumtiin Fixtures re
WC.
see talcs
FBC P 403.1
N/A
N/A
Lav:
see talcs
FBC P 403.1
N/A
N/A
unisex allowed
yes
FBC P 403.2
N/A
N/A
RR. Public Access req
yes
FBC P 403.1
N/A
N/A
Water Cooler req
no
FBC P 403.1
N/A
N/A
Drinking Fountain req
no
FBC P 403.1
N/A
N/A
Service Sink reg
no
FBC P 403.1
N/A
N/A
Fire Resistance
structural frame
0.0 hr
FBC 601
N/A
N/A
bearing wall - exterior
0.0 hr
FBC 601
N/A
N/A
bearing wall - interior
0.0 hr
FBC 601
N/A
N/A
non bearing wall - exterior
0.0 hr
FBC 601
N/A
N/A
non bearing wall - interior
0.0 hr
FBC 601
N/A
N/A
floor construction
0.0 hr
FBC 601
N/A
N/A
roof construction
0.0 hr
FBC 601
N/A
N/A
f:...�,..11
X.9-h*
1=8E-706:4
N/A
N/A
Fire Separation
separated occupancies
N/A
FBC 508.4
N/A
N/A
fire wall
N/A
FBC706
N/A
N/A
fire barrier
N/A
FBC 707
N/A
N/A
tenant fire partition
1.0 hr
FBC 708
INIA
N/A
Interior Wall & Cle Finishes
Vertical exits and exit passageways
n/a
FBC 803
N/A
N/A
Exit access corridors & other exitways
CLASS B
FBC 803
N/A
N/A
Rooms and enclosed spaces
CLASS C
FBC 803
jany
area ratio
13.9
total occupants 14
Plumhine Fixtures Calrs Seri.. ...r.,
male lav
7500.01
female lav
750
0.01
male we
_ 500
0.01
female we
5000.01
SCOPE OF WORK
1. EXTG TO REMAIN: PERIMETER WALLS, STRUCTURAL SHELL, CEILING, HVAC.
2. NEW NOT SHOWN IN PLAN: FLOOR FINISH
�03 rbv�`1
REVIEWED FOR
�0DE COMP
iCANCE
1E COMM
BOCC ��r.Ci'VED
MAR 1 1 2020
ST..Lucie County, Permitting
FIRE DEPARTM[ENX*,
DIMENSIONED FLOOR PLAN
SCALE: 1/4'= 1'-0"
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codes
312/20
SHEET
A-1
PLAN
EL
LEGEND
EXTG EMERGENCY LIGHT
EXIT
EXTG EXIT LIGHT
- FE
PORTABLE FIRE EXTINGUISHER
E1
110V/15A DUPLEX RECEPTACLE- AFF: 14"
DROP CLG: ACT
E2
110V/15A DUPLEX RECEPTACLE- AFF: ABOVE & BELOW COUNTER
9 E-
ELECTRIC FOR LABLED APPLIANCE
;< L1-
EXTG 2x4 FLOURESCENT LIGHT, REPLACE WITH LED
pg L2
EXTG 2x2 FLOURESCENT LIGHT, REPLACE WITH LED
P1 a P2
- - L3
NEW 2x2 LED LIGHT
L4
NEW 2x4 LED LIGHT
a S
LIGHT SWITCH
e S1
LIGHT SWITCH- AUTO ON/OFF MOTION DETECTOR
CONCSOG
;, ep S2
LIGHT SWITCH- DIMMER & TIMER PER FBC C405.2.2.1
0' 0"
--�--_— e SA
EXTG AC SUPPL YAIR CEILING GRILLE
" reSA
EXTG &RELOCATED AC SUPPLYAIR CEILING GRILLE
eRA
EXTG AC RETURN AIR CEILING GRILLE
s EXL
EXHAUST FAN & LIGHT- CEILING MOUNT, USE EXTG VENT THRU REAR WALL, 50CFM
SCHEMATIC SECTION
_
SCALE: NTS
DOOR SCHEDULE
ID
SIZE
TYPE
MATERIAL
GLAZING
HANDLE
HARDWARE
RENO STATUS
NOTE
D1
36" x 96"
S. SWING
ALUM/GLASS
YES
PUSH BAR/PULL HANDLE W/ LOCK
SELF CLOSING DEVICE
EXTG, AS IS
ADA THRESHOLD
D2
36" x 96"
S. SWING
SOLID WOOD
NO
LEVER W/ LOCK
NEW
DUTCH DOOR
D3
36" x 96"
S. SWING
HOLLOW WOOD
NO
LEVER W/ PRIVACY LOCK
NEW
D4
36" x 96"
S. SWING
STEEL
NO
LEVER W/ LOCK
EXTG, CHANGES
CONC OVER 6 MIL VS OVER COMPACTED &
PARTITIONS TERMITE TREATED FILL
P1. TYP EXTG 8" CMU WALL- 1/2"GWB OVER R4.1 FOIL OVER 2x FURRING STRIPS EXISTING SLAB FINISH THE
P2. TYP NON FIRE RATED INTERIOR NON LOADBEARING WALLS:5/8" OR 1/2" GWB OVER 3 5/8" 25 GAMETAL STUD @ 16" OC. X-BRACE TOP WIDTH VARIES
TRACK TO BAR JOISTS W/ 12 GA WIRE OR 25 GA STUD @ 48" OC.
P3. TYP EXTG 1 HR FIRE PARTITION, FV W/ ARCHITECT OR INSPECTOR
KEYNOTES
1 ""t4'3REBAR 4"EMBED #3 REBAR 18" OC EW,
@ 18" oc OMIT IF WWF OR FIBER
FLOOR PLAN NOTES
1.TYP SLAB INFILL DETAIL(ASNEEDED)
SCALE: 1"= 1'-0"
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plans
3/2/20
SHEET
A-2
FRONT COMMON COVERED WALKWAY
FRONT COMMON COVERED WALKWAY
O�Milli
��SCALE:
EXISTING FLOOR / LIFE SAFETY PLAN
PROPOSED FLOOR / LIFE SAFETY PLAN
PROPOSED SCHEMATIC POWER PLAN PROPOSED RCP / SCHEMATIC LIGHTING PLAN
srFRED AUNIT
1/4"= V-0"
SCALE: 1/4'= V-0"
SCALE: 1/4"= V-0" SCALE: 1/4"= T-0"
M=MPPA1 NOTFS_ cnmmarcini
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
MASONRY.
agrees to comply with all local, state, and federal regulations having
jurisdiction over this project, and to comply with all governing
AB' MASONRY STRENGTH (fm DESIGN) I INTO:
codes, including but not limited to, the most current editions as
adopted by the state of Florida, of the following:
- 1909
2017 FBC: BUILDING/ ACCESSIBILITY/ EXISTING/ EXISTING
BUILDING 6th ad
-
MORTAR STRENGTH 1800
2017 FBC: ENERGY CONSERVATION, 6th ad
-
GROUT STRENGTI 1 2000
2017 FBC: PLUMBING/ GAS/ MECHANICAL, 6th ad
46.8. GRE)YT 61 'ALL 1 INIE A 86161MR GF 8 Te i i 1PIGI 'ES, BE IN GONFORMANGr WITH ASTM G 4;6 02 AND ATTA IN A
2017 FLORIDA FIRE PREVENTION CODE
2014 NATIONAL ELECTRIC CODE
2.
ALL GENERAL NOTES
FIN ISucD FLOOR OR GRADE SHn BE non TrD SOLID. Hn D GROUT
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.
16.4. GONGRETE MASONRY UNITS 81 A166 BE PLUMB, T-RUF= T-E) LINE, WIT-1 I 6EVEL GGURSES AGGWRAT-ELY SPAGE-D
WRITTEN INSTRUCTIONS BY ARCHITECT OR CONSULTANTS,
SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION
DOCUMENTS.
TOLEPANGES SPEGIFIED 101 AGI 531A AND 630.1.
2.2.
THE FOLLOWING GENERAL & SPECIFIC NOTES SHALL AF
PLY EQUALLY TO ALL CONTRACTORS, SUBCONTRACTORS,
16.8. ,
AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON
THESE PLANS.
TIED OR OTHERWISE core of v c ROODTED nT THE TOP AND BOTTOM" TO ENSURE THAT THE ono DOES
2.3.
GENERAL CONTRACTOR SHALL FURNISH A COMPLETE S
ET OF DRAWINGS AND ADDENDUM'S TO ALL
NOT MOVE DURING ARQIPRNC,.
SUBCONTRACTORS ON THE JOB AND COORDINATE THE
R WORK. ANY DISCREPANCIES AND/OR CONFLICTS IN THE
.
DRAWINGS SHALL BE NOTIFIED TO THE ARCHITECT BEF
RE PROCEEDING WITH ANY INSTALLATION. FAILURE TO DO
16.7.
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.
n N TS ON BOTH SIDES OF THE WALL SHALL RE BEA En nN D TOOLEE) SMOOTH
2.4.
NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL
BE MADE IN THE FIELD WITHOUT THE EXPRESSED
16.8.
WRITTEN CONSENT OF THE ARCHITECT AND BUILDING OFFICIAL.
IN SUCH CASE THE ARCHITECT SHALL PREPARE
ON TUE DRAWINGS DESPITE IF 61 10WN ON DRAWINGS P AGE VERTIGAL Rr N EORG N G BARS AT
REVISION IN ACCORDANCE WITH THE CHANGE. APPROVAL
FROM THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE
CONTRACTOR BEFORE PROCEEDING WITH ANY WORK:
OPENINGS W106IRTHAN 12', BELOW REAM BEARING, RE60W GIRDER TRUSS SEARING, AND IN WALLS AS
3.
ARCHITECT & CONTRACTOR RELATIONSHIP
REAFGRGING BARS SHALL EXTEND GONTINUOUS FROM FOUNDATION INTO TOP BOND BEAM. MIN I=AP
3.1.
UNLESS CONTRACTED DIRECTLY BY CONTRACTOR, THE,
ARCHITECTAND CONTRACTORARE NOT IN A CONTRACTUAL
RELATIONSHIP, THE ARCHITECT IS AN AGENT OF THE OWNER.
BY SUBMITTING THESE CONSTRUCTION DOCUMENTS
FOR PERMIT, THE CONTRACTOR ACKNOWLEDGES THAT
THEYARE COMPETENT, UNDERSTAND THE DOCUMENTS, AND
16.9.
ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE
CONTRACTOR VEERS FROM THESE PLANS, THEY ARE
. LINTE66 TO HAVE 4" MINIMUM
ACCEPTING LIABILITY THAT MAYARISE DUE TO CHANGES. ARCHITECT IS NOT LIABLE FOR THE CONTRACTOR'S
BIS/ AS 1 0NIG AS
INCOMPETENCY TO UNDERSTAND THE CONSTRUCTION (DOCUMENTS. IT IS NOT THE ARCHITECT'S ERROR OR
n_
MIN BoS MET. DOORM a DOlnrLINTELS GAP!BE IDEEPER(Tn ER) THAN SPEn r ED BUT NOT SHORTED
OMISSION IF THE ARCHITECT DOES NOT SPECIFY/REFERENCE SOMETHING THAT IS REQUIRED BY THE CODES
16.19. "N'n HORI' 10IN T- REINIE94GEMEN1T @ 1S" GG IN MMASGNIRV WALLS.
MENTIONED, THE CONTRACTOR AND SUBS ARE REQUIRED TO UNDERSTAND AND ADHERE THE BLDG CODES NO
DIFFERENT THAN THE ARCHITECT.
ELEVATION. GHANIG-ES IN SONID BEAN"
4.
WORKMANSHIP:
16.12. ALTERNATE WINDOW 6166 VI 1 MINx 8"W GAST GONG W� # 6 EXTENDED 4" INTO R1.6ED jAMB GE668.
(4)
4.1.
ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED IN THEIR
RESPECTIVE TRADES.
"' FOUNT--rw '�"TIGN'Sz
17.1. GONITRnGTOR RESPON S1R1 r FOR 1 P6AGE SOILS Tn RGEWPAGTEDYNIFORMLY969 DENSITY, SITV NID
5.
COORDINATION:
T_F=6T_F=ID T-C) F=plSyRF= MlisgMUM SC)IL BEARING PRESSURE GAPAGITY 9PFQFIF1) 19 MFTALL SITE PREP As
5.1.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK FOR ALL TRADES.
PER GEOTEGII SPECS
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 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:
17.8. BIJ16DING SLABS ON GRAPE TG BE REINFORCED WITH 636 40110 "AAlF MIN WITI I MESI 1 UP GHAIRS OVER 6
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, PLASHING,
ETC. MUST BE RESOLVED. NOTIFY ARCHITECT IF A
CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL.,
RCHITECT IS NOT LIABLE FOR WORK THAT IS NOT
17.15. PROVIDE A 4 INCH MEDIUM TO GOARS9 SAND OR GRAVEL GOMPAGTFID DRAiNAGIM FILL BELOW ALL
DETAILED/SPECIFIED BY ARCHITECT. IF DRAWINGS HAv
E A DETAILED SPECIFICATION FOR A CERTAIN PRODUCT,
INTERIOR SLABS QN GP.AtDE UNLESS NQT90 OR DETAILED OTHERWISE.
CONTRACTOR MAY REQUEST A SUBSTITUTION APPROVAL
BY ARCHITECT. IF DRAWINGS HAVEAGENERIC
SPECIFICATION CONTRACTOR IS FREE TO USEANY PRODUCT
THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL
17.7.
BYARCHITECT.
MAIN EIYILIDINcSTEEELTRG "'EErFINISH
8.
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
17.9. GON GRETE RAIDS FOR VIBRATING EQUIPMENT B GH AS PUMPS OR MOTnoS Tn RE SEPARATED FROM
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
AB STRUGTURIII STEEL
A RE-ROUTING AS
ARRANGEMENTS FOR THEIR LEGAL y
TO GOVERNING AGENCIES AUTHORITIES
18.1.
UTILITIES AND OWNER. CONTACTALL AFFECTED UTILITY
COMPANIES AND INFORM THEM OF THE IMPENDING
DESIGN, E R GAT ON AND EREGT ON OF STR GT R STEELFOR B D N GS• BY THE. N1 AMAEPIG
CONSTRUCTION, AND OBTAIN THEIR ASSISTANCE IN LOCATING
THEIR UTILITIES.
N ST STEE nON ETD GT On GnN EGRM TO M" ASTA ca TYPE c
T , _ ac
(F
KS+.
10.
DIMENSIONS:
18.2.
10.1.
DIMENSIONS ON ARCHITECTURAL DRAWINGS MAY BE "ROUGH" OR"FINISH." SEE PLANS FOR REQUIREMENTS.
SRT-INOTEDRN" TO THE
ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER
REGUIREMIERITS OF "THE (�()Dr FOR Wrl-PINP IN BUILDING G9N5_;TIRI_IGT-lQPJ" OF THE AMERIGAN
STANDARD
CONFLICT RESULTS. DOCUMENT ANY SUCH DISCREPANCIES TO ARCHITECT IN WRITING. DO NOT RELY ON SCALED
WELDING GGIl=* -
DIMENSIONS.
18.3. ALL STEM Tn REGEIVE ONE CHOP GHAT AND nn E E c D TOUGHH P GgAeF nE nRRR0V90 RA N T
11..HEIGHT
ELEVATIONS:
11.1.
BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATION 0'-0" (BUILDING ELEVATIONS MAY
THE "
BE NOTED AS "BLDG EL. _ " OR "EL. " OR "AFF. _") ANY ELEVATION NOT OTHERWISE DESIGNATED AS A SITE
INSTITUTE OE STEv GON STR GT ONCT nn
ELEVATION IS ON ANY PLANS OTHER THAN THE SITE PLAN IS ASSUMED TO BE A BUILDING ELEVATION. SITE
& n nn CHOR on�c cu��nNFO���OAcTMA�c non3n7ITuoEnn�n onn�
ELEVATIONS MAY BE BASED ON THE SURVEY, WHICH MAY USE MEAN SEA LEVEL, NAVD, OR OTHER HEIGHT AS
..
REFERENCE DATUM. SITE ELEVATIONS MAY BE NOTED AS: "SEL_"OR"_NAVD"OR"+X.X"'. CONSULT ARCHITECT
18.7. GROUT FOR GOLUMN BASE P66XIES 91 iAI=L BE PIGN 61 lRINK GROUT 6000 PSI MINIMUM-.
FOR ANY QUESTIONABLE LOCATIONS PRIOR TO CONSTRUCTING.
-
19. LIGHT GAGE METAL STUDS & MISC. METAL FRAMING:
12.
AMBIGUITY:
19.1. ALL LIGHT GAGE METAL INTERIOR STUDS SHALL BE G90 GALVANIZED 25 GA MINIMUM. USE 20 GA STUDS
12.1.
IN THE EVENT OF ANY AMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS, THE ARCHITECT
WHERE HEAVY LOADS ARE HUNG FROM SUCH AS TV's OR WALL CABINETS. ALL WALL TRACKS SHALL BE 25
I
SHALL INTERPRET THE CONSTRUCTION DOCUMENTS. :
GA.
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.
20. HVAC:
20.1. PLANS ARE SCHEMATIC.. EXACT LAYOUT/SIZING OF UNITS, DUCTS, RETURN AIR GRILLES AND SUPPLY
13.
FLORIDA PRODUCT APPROVALS / SUBMITTALS / SHOP DRAWINGS:
GRILLES ETC, SHALL BE DETERMINED BY HVAC LICENSED CONTRACTOR AND APPROVED BY THE
13.1.
THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE (NOA) / PRODUCT APPROVALSARE THE RESPONSIBILITY
ARCHITECT. IF LAYOUT/SIZING IS PROVIDED HVAC CONTRACTOR TO VERIFY.
OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO MAKE THESE AVAILABLEATTIME OF INSPECTION. EVEN
20.2. PROVIDE MANUFACTURED CONCRETE PADAND BRACKETS RATED FOR SPECIFIED WIND LOAD FOR
IF THE ARCHITECT PROVIDES THESE THE CONTRACTOR MAY CHANGE TOA DIFFERENT PRODUCT THAT MEETS THE
CONDENSING UNIT. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE
SAME OR HIGHER BUILDING DESIGN PRESSURES, SOME JURISDICTIONS WILL REQUIRE A REVISION. IF THERE IS A
MANUFACTURER'S SPECIFICATIONS.
DISCREPANCY BETW THE FASTENING OF PRODUCTS, ACCORDING TO MFR INSTALLATIONAND ARCHITECT'S SPECS,
-
VERIFY W/ ARCHITECT.
21. W009 FRAMING
13.2.
SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO
21.1. Al=i= STRUGTIJRA6 (60AD REARING) LUMBER SHAL613E S.Y.P. OR BOUG16ASS FIR, GRADE #2, KE) 199; (rb FQR
CONSTRUCTION DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING
616IMBFIR SIZES NOTED TO SE IN GC)PjFGRMAPIGF= WIT! 1 VALUES LISTED IN THE INIATIONA6 FOREST
DIMENSIONS ATJOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES/TECHNIQUES OF
CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES, AND FULL COMPLIANCE WITH CONSTRUCTION
THE NATIONAL GRADING RULE FOR DIMENSIONTHE SOUTHERN PINE INSPEGTiON BUREAU AND
GTB ASSOG nT On rOnBEARING FRAMING U BER eR
ALL .DOCUMENTS.
(.NToo
TO o
uePr OR
14.
GENERAL STRUCTURAL
WS) BE BETTER.
24.2. ALL WOOD MEMBERS IN GONT-AGT WIT-1 1 GGISIGRETE ANDiOR MASONRY To 86 PRESSURF
' 14.1.
ONCE SIGNED & SEALED BY ARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THAT THE CONSTRUCTION
WOOD EXPOSED �rTO THE Tur 1 EOrF�cR ,�GONTAGT •� 9E PRE-S.ono
DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED.
GGA.
14.2.
THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION.
21.3.
PROVIDE APPROPRIATE SUPERVISION THROUGHOUT THE PROJECT. CONSTRUCTION SITE SAFETY, INCLUDING ALL
2xil 1 'a CO." : -N NAIL @ 6" OG EAGI1 LAVER STAGGERED
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
2,8 a ROWS 10d GGMM"ON NAIL @ 12" OG EAGu LAYER.
NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. TEMPORARY BRACING
2309 " ROWS 10a GOM MON1 NIA11 @ 12" GG FAGu 6AYER.
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
USE !Go IF V2" PL-Y SPAGER USED
AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION
P DECK ETG n�
I-AP-41N.. IM139ELEMENTS ANGILLARY AGG&SSGR Ec FASTENERS,
.4. T r.. . \ vBEAMS,
4AND
PHASE LOADS.
ETA
14.3.
THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF
CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS.
SEAL Or FLORIDA ENGINEER (SPEGIAI TV ENGINEER)
14.4.
SPECIFIC PRODUCT DATA MUST BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE
ROOFS OR STONE ON RAISED FLOORS.
AND INTERIANLS FOR IDE Eno BEAN" ENDS TO RESIST ROTATION.)
L
15.
CAST -IN -PLACE CONCRETE
-
Ann
15.1.:
ARCHITECT OR ENGINEER OF RECORD TO BE NOTIFIED IN WRITING PRIOR TO POUR, TO GIVE ARCHITECT THE
FG (PERRENiDIGULAn) - 660 PSI, E _ 1,800,000 PSI, E GAT ON nn n unn n n G_ can SORT".". TO TI'E
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 PCA
BEAR AN APPROPRIATE GRAIDE STAMP GLEAR16Y NOTING ITS IDESIGN PRGRER-TIES. LJN6E86 GAMBERAND
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
IN HIZ DrR GON D T ON S (BEAN" BUILTTO WALL) L Go PPE FRAMING G ABOVE HEADER Sun Men N Tn n
-COLUMN AND WALL CONCRETE TO BE 3000 PSI CONCRETE MIN LINO
GAMBFIR. 1 IF!ADFR BEAMS MAY 1 !N'E ZERO GAMSER, PROVIDED GRIPPLE FRAMING AB0WC-44EA9E-R4&-BU4LT
-FOOTINGS AND SLAB -ON -GRADE TO BE 3000 PSI CONCRETE MIN LINO
WITH MINIMUM GANMBER STATEDABOVE
-AUGERGAST PILE TO BE 5000 PSI CONCRETE MIN. UNO
21.6. LAMINATED LYMBERAND "I" jGIST-6 AND RAFTERS 61 ALL BE INSTALLED AS PER MANUF.A.GTURER's
15.3.
CONCRETE, WHEN PLACED, SHALL HAVE SLUMP OF 6 INCHES MAXIMUM AND 1 INCH MINIMUM EXCEPT FOR SLABS
iNSTR✓ GTIG' &
ON -GRADE WHICH SHALL HAVE MAXIMUM SLUMP OF 5 INCHES AND A MINIMUM OF 3 INCH.
21.7. END STUDS OF EXTERIOR FRAME WALL GR IDESIGII ATED INTERIOR SHEAR WA61=6 TO ATT-AGI I To GGNG
15.4.
COMPLY WITH ALL REQUIREMENTS OF ACI 117-10.
WALL Mno 26" .. a 26" TA BGON @ 16" GG
15.5.
ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL; WELDED WIRE MESH TO ASTM A-185.
21.8. ALL WOOD NAILING AS PER FBG R 602.3 UNO.
ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
THE ACI DETAILING MANUALAND THE CONCRETE REINFORCING STEEL INSTITUTE. DON'T SPLICE IN MIDDLE 1/3 OF
+'. PI ANGGID SHEATHING-;
BEAM OR COLUMN SPAN, IF ASPLICE IN SPAN IS UNAVOIDABLE, FOLLOW DEVELOPMENT LENGTH/LAP DISTANCE IF
22.1. ALL 1263ANGOID SI 'ALL BE G ID OR G G SHEATHING. INST-A66 P16YWOOD WITH F-AGE GRAIN PERPENDIGULAR,
NOT NOTED VERIFY W/ ARCHITECT
TO PLANS.
15.6.
CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED
2. UPPER PANELS TO BE ATTAGUlF=IDED TO TIS TOP MEMBER Oc THE PREE Dn R E TOR P TO RR
22 N1
AND
ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE.
QIST SIT 8G:FFQM OF WALL. PROVIDE B1 OG KLENGTIH !OF " V IOnD
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
e
PLACINGAND FINISHING. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS IN ACCORDANCE WITH ACI 301
"" FOR ROOF USE 618" B1 WNG9D AN1D 8d RINIGSHAN K G-A I NA-S. `PAGE NAILS 6" c E D `" EDGE V EI,GE
PROCEDURES. PERFORM CURING OF THE CONCRETE BY CURING AND SEALING COMPOUND, BY MOIST CURING, BY
ES1P DGESIGA B ES
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
SPAGE FASTENERS 6" FIELD `" EDGE
THAN THAT REQUIRED BYAC1318:SPA,GEPIAII=S!2"F!F=L(D,12"EDAr
'-CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH; 3"
0N11 V Al 1 9WED W! ERE TRUSS ENGINEERING SPEC c ES
-CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER, 1 1/2" INCHES; #6 BARSAND 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 OF20% FLY.
SH CONTENT.
15.12. VERTICALAND HORIZONTAL REINFORCEMENT SHALL BE
PROVIDED AS SHOWN ON THE DRAWINGS. PLACE VERTICAL
REINFORCING BARS ATCORNERS, JAMBS OF OPENINGS,
BELOW BEAM BEARING, AND IN WALLS AS INDICATED ON
THE DRAWINGS. VERTICAL WALL REINFORCING BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP
BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR F80 LINO.
-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.
G60,68T-G!1,00�E�[=GWE,UF-P.GT-OR90.4,SIIGG59.26
27. ELECTRICAL & LIGHTING NOTES
27.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF CIRCUITS, RECEPTACLES, FIXTURES, AND
EQUIPMENT, SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR AND APPROVED BY THE
ARCHITECT. IF LAYOUT/SIZING IS PROVIDED ELECTRICAL CONTRACTOR TO VERIFY.
27.2. ALL 120V 15AAND 20A DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT TYPE.
27.4. PROVIDE GFIC AS DETERMINED BY NEC 210.8.
27.5. ALL EXTERIOR OUTLETS TO BE GFIC WITH WEATHER TIGHT. PROTECTIVE COVER.
278 WHERE Au11 IS IN TTG PROVIDE POWER
28. PLUMBING
28.1. PLANS ARE SCHEMATIC. ACTUAL LOCATION, MATERIAL, AND SIZE OF PIPES, DRAINS, AND VENTS SHALL
BE DETERMINED BYA LICENSED PLUMBER AND APPROVED BY THE ARCHITECT. IF LAYOUTISIZING IS
PROVIDED PLUMBING CONTRACTOR TO VERIFY.
28.2.. SEPTIC & DRAIN FIELD IS SCHEMATIC EXACT LAYOUT I /S ZING SHALL BE BY A LICENSED SEPTIC
CONTRACTOR AND ADHERE TO 64E-6, F.A.C.
28.3.. NO PLUMBING REQUIREMENTS SHALL INTERRUPT THE STRUCTURAL INTEGRITY OF THE BUILDING.
29. ROOF PENETRATIONS: -
29.1. VERIFY ALL REQUIRED ROOF PENETRATIONS FROM HVAC, PLUMBING, ELECTRICAL, AND OTHER
DRAWINGS. PROVIDE ALL NECESSARY PENETRATIONS WITH REQUIRED ACCESSORIES
O ES 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.
30. FIRE RATED UL FLOOR, WALL, & ROOF PENETRATIONS:
30.1. CONTRACTOR MUST USE SPECIFIC UNDERWRITER'S LABORATORIES DESIGN NUMBERED SYSTEMS FOR
PENETRATING RATED WALLS, FLOORS, AND CEILINGS. ARCHITECT'S DOCUMENTS MAYOR MAY NOT
INDICATE CERTAIN SYSTEMS. CONTRACTOR TO FURNISH UL NUMBERS. IF APPLICABLE. -
30.2. PENETRATIONS AS PER FBC 714
31. EGRESS:
31.1. DOORS ASPER FBC 1010 AND FBC ACCESSIBILITY 404
31.2. STAIRWAYAS PER FBC 1011
31.3. EXIT SIGN AS PER.1013
31.4. GUARIDRA168AS PER EG Anec
32. FIRE PROTECTION:
32.1. CONTRACTOR SHALL CONSULT WITH THE AHJ/ FIRE MARSHALL REGARDING REQUIREMENTS FOR FIRE
EXTINGUISHER.
SPRIN141=914 SYSTrM. SPRINKLER SYSTEMS SI IALI= BE DESIGNED SY ENGINEER GR LIGENSfii
TO NOT INTrRFrRF kNITI-1 THE 60GATION OF ANY MEP FIXTURE.
32.3. PROVIDE FIRE BLOCKING AS PER FBC 718.2.
32.4. PROVIDE DRAFTSTOPPING AS PER FBC 718.3 & 718.4.
33. MISC:
82.2. EXTERIOR 6ATHAS PER EBG R703 T I AND ASTM G1063 11 A AN D
as a MEPSYSTEMS1, BCE
3aA GAU 8047/olM OF SATE PP n�LE nT GARAGE Fii B -Err-v.mDo'- o^""o "mlvivi"-F-I^Zr'.I".i'c-'vr'Acc
83.6. IGNITION BARRIER NOT REQUIRED FOR SPRAY FOAM IN ATTIG UNG
33.6, RESTROOM FIXTURES AS PER FBC ACCESSIBILITY CH.6
34. FINISHES:
34.1. GWB: MOISTURE RESISTANT GWB @ ALL WET AREAS, CEMENT BOARD INSIDE SHOWER COMPARTMENTS.
USE 5/8" TYPE X GWB ON GARAGE CEILING IF CONDITIONED/HABITABLE AREA ABOVE- G PACT=
35. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA:
35.1. WEATHERING: NEGLIGIBLE, TERMITE AREA: VERY HEAVY
ABBREVIATIONS:
AB ANCHOR BOLT
A/C AIR CONDITIONER
AHU : AIR HANDLING UNIT
AT ACOUSTICAL TILE
B.M.
BENCHMARK
BM
BEAM
BC
BOTTOM CHORD
BO
BY OWNER
BOTT
BOTTOM
BP
BOTTOM PLATE
CJ
CONTROL (CONSTRUCTION) JOINT
CIL
CENTER LINE
CLG.
CEILING
CMU
CONCRETE MASONRY UNIT
CO
CONNECTOR
COL
COLUMN
CONIC
CONCRETE
CONT
CONTINUOUS
CU
CONDENSING UNIT OR COPPER
CW
COLD WATER.
CXN
CONNECTION
D
NAIL SIZE (PENNY)
DR
DRYER
DISP
DISPOSAL
DF
DRINKING FOUNTAIN
DTL
DETAIL
DW -
DRIVEWAY
'E'
EXISTING
EA
EACH
EJ
EXPANSION JOINT
EL
BUILDING ELEVATION
ELECT
ELECTRICAL
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) '
GFI
GROUND FAULT INDICATOR
GSF
GROSS SQUARE FEET
GWH
GAS WATER HEATER
GWB
GYPSUM WALLBOARD
HB
HOSE BIB
HDG
HOT DIPPED GALVANIZED
HW
HOT WATER
HWH
HOT WATER HEATER
IN
INCH
INT
INTERIOR
JT JOINT
MAX MAXIMUM -
MFR .MANUFACTURER
MIN MINIMUM
MW MICROWAVE`
NIC
NOT IN CONTRACT
NITS
NOT TO SCALE
NSF
NET SQUARE FEET
L-1
LINTEL#1
LF LINEAL FOOT
OC
ON CENTER
OAS
OR APPROVED SIMILAR
PL
PROPERTY LINE OR PLATE
PLY
PLYWOOD
PT
PRESSURE TREATED
PVC
POLYVINYL CHLORIDE
R
RADIUS
R/A
RETURN AIR
RCB
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
SQUARE FOOT
SK
SINK
SOG
SLAB ON GRADE
SS
STAINLESS STEEL
STAG
STAGGERED
TIED
TO BE DETERMINED
TC
TOP CHORD
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 VAPORBARRIER
VTR VENT THRU ROOF
WA
WASHER MACHINE
WP
WATERPROOF
WD
WOOD
WWF
WELDED WIRE FABRICMESH
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general notes
3/2/20
SHEET
G N -1
01
A�i-7 %h h A
NC1S P. Q,E,q '.7 1
AR97108
I
;.d
LIGHTING
FIXTURE
SCHEDULE
LAMPS
DRIVER
SYMBOL
TYPE
DESCRIPTION
NO.
TYPE
WATT
TYPE
VOLTAGE
MOUNTING
REMARKS
L4
2'x4' LED SHALLOW PLENUM RECESSED FIXTURE 2-3/8- DEEP
H.E. WILLIAMS 'PT' SERIES
3300 LUMEN
INTEGRAL
LED
35001C
34
STANDARD OR
0-10V DIMMING
UNV
CEILING
RECESSED
1 6
2'x2' LED SHALLOW PLENUM RECESSED FIXTURE 2-3/8' DEEP
38M LUMEN
INTEGRAL
LED
37
STANDARD OR
UNV
CEILING
®
L3
H.E. WILLIAMS "PT' SERIES
350OX
0-10V DIMMING
RECESSED
1 6
THERMOPLASTIC EMERGENCY BATTERY PACK
2
-
12
-
-
PACO "PEH' SERIES
THERMOPLASTIC EMERGENCY BATTERY PACK AND EXIT LIGHT COMBO
PACO 'PCH' SERIES
2
-
12
-
-
1 6
NOTES:
VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES.
GENEREAL NOTE:
NO SUBSTITUTIONS TO THE LIGHT FIXTURE SCHEDULE CONTAINED
IN THESE DOCUMENTS WILL BE CONSIDERED WITHOUT PRIOR REVIEW
(DVERIFY DRIVER
REQUIREMENTS FOR ALL LED FIXTURES. PROVIDE
0-10V
AND/OR APPROVAL BY THE ARCHITECT AND ELECTRICAL ENGINEER.
DIMMING
FOR SPECIFIC FIXTURES INDICATED WITH DIMMER CONTROL.
rP-NIFRAI NnTFI
A. ALL EQUIPMENT TO BE BY INTELLIGENT LIGHTING CONTROLS, INC.
ON -SITE SYSTEM COMMISSIONING SHALL BE REQUIRED.
,OMMISSIONING OF SYSTEMS VIA MODEM WITHOUT ON -SITE SUPPORT
SHALL NOT BE ACCEPTED.
B.ELECTRICAL CONTRACTOR TO PROVIDE CAT-5 DATA CABLE.
3EE CAT-5 REQUIREMENTS SHEET & RJ45 CONNECTOR DETAIL.
TEST ALL CABLE LENGTHS AND TERMINATION'S W/CAT-5 TESTER.
C. ALL LOW VOLTAGE COMMUNICATION CABLE & HARDWIRE LOW
VOLTAGE CONTROL WIRING TO BE INSTALLED PER NATIONAL
ELEC
TRICAL CODE FOR CLASS-2 LOW VOLTAGE WIRING.
D. CLASS-2 LOW VOLTAGE WIRING SHALL NOT BE MIXED WITH OR
RUN IN LINE VOLTAGE RACEWAYS. SEPARATE LOW VOLTAGE RUNS
FROM LINE VOLTAGE BY A MINIMUM DISTANCE OF 1-FOOT.
E. CAT-5 DATA CABLE RUNS TO BE INSTALLED IN A DAISY CHAIN
FROM ONE PANEL OR DEVICE TO THE NEXT. NO "STAR" OR "T"
CONFIGURATIONS ALLOWED WITHOUT POWER SUPPLY REPEATERS.
F. ALL CLASS-2 & CAT-5 DATA CABLE RUNS TO BE PROVIDED AND
INSTALLED WITH THE APPROPRIATE JACKET TYPE OR CONDUIT
FOR THE INSTALLATION ENVIRONMENT OR CONDITIONS ON SITE.
G. EACH LIGHTING RELAY PANEL REQUIRES A DEDICATED 120V.
OR 277V. CIRCUIT FOR CONTROL POWER TRANSFORMERS.
H. ADDITIONAL ILC POWER OR DATA REPEATING DEVICES MAY BE REQUIRED
FOR PROPER SYSTEM OPERATION, BASED ON THE ACTUAL NUMBER
AND DISTANCE OF LightSync DEVICES TO BE INSTALLED ON CAT-5
DATA LINE. CONTACT AMY LEE 0 SESCO LIGHTING 954-474-9888.
LIGHTING CONTROL SYSTEM
LINE RISER
o a 0 (D Fj]
line G2 LV Switch G2 LV Switch G2 LV Switch
load
(typical of up to 4)
• O.
ILC APPRENTICE II
RELAY PANEL
0 CAT5 CABLE WITH RJ45 CONNECTORS
LOW VOLTAGE SWITCH DETAIL
LightSyncTm G2 Data line Switch Detail
0,5�ltah ineert
Address Setting Aheele (2) Cut�outTYP"
15 Position u
o
O
r88
o 3,249 2
r g
a � 1,37
BACK
DEPTH 1 1/8- FONT HOLE FOR FOR #a-32 11
RJ- /CAT-5 JA(X (2) /8-32 THREADED
U idirg
loadLightin
II
I
YW Load I I I
no Lulghift
Load
I� I�
(a)-� I
LM
w6d MU Dimming Room at
�O� $tlre
120/27 I I I IIIII
IIIIII
IIIIII
I
u000 IIIIII
0 0 0 0 \ ` qv Pon III (I III10 Wilt
I
J. II' Class 2 0-10 Volt I I I I I I Not Bk d
AI Control Wiring I I I I I I 12D
LLI I---- -- ---_--_----J� II
Ulu Seem Ma-TwmMMd
00 o or 005a. Fine Ta Wow
LMIS-500 R $llor Acaviallillo
Photwenow
0 0
a
LWJ-101 Woming Saedlee
IM11fr100
sb LMSO-103 Sorro S&h
0axllim Sensor
DEVICES ARE PRESET FOR PLUG n' GO- OPMTM,
ADJU5 D111' 15 OPnONAL.
For full opero6onal detalle, adjlahnents and more features of tM Product,
SESCO Ughting 54-474-9888,TAM � .saMettopper com. or call
LWW-500 Multi -Zone
Open Loop )Dietal Photo"neor
CONTROL DETAL *1
NTS
me
LMPL-uu11p01
Rio ml Control *
"Brock all mRlal
an but Wile rophil
for silt-drouR *4
ELECTRICAL SPECIFICATIONS
PART 1 - GENERAL
A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS.
IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY
THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND
SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED
CORRECTIVE ACTION TO BE TAKEN.
B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL
CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO
THE COST THEREOF.
C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC
CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE
AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE
UTILIZED IN THIS PROJECT.
1. NATIONAL ELECTRICAL CODE (NFPA-70)
2. CODE FOR SAFETY TO LIFE (NFPA-101)
3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING
SYSTEMS (NFPA-72)
4. UNDERWRITERS' LABORATORIES (UL)
5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)
6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
7. FEDERAL SPECIFICATION (FED. SPEC.)
8. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA)
9. FLORIDA BUILDING CODE. FBC 2017 EDITION
10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)
11, CITY OF FORT PIERCE BUILDING CODE. (AMENDMENTS TO FLORIDA BUILDING CODE FBC 2017)
12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE
OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA)
D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS
FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE.
E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE
CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM
AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER.
F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A
PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE.
G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE
REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED
THERE BY.
H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND
PROPERTY DAMA
GE GE FOR THE DURATION OF THE WORK.
CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS
ONS AND TESTING. CONTRACTOR
TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT.
THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT
THE CONTRACTOR IS TO FURNISH, INSTALL AND CONNECT COMPLETE.
PART 2 - PRODUCTS
A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL
CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER WITH "THHN-THWN" INSULATION UNLESS OTHERWISE
NOTED.
B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL, SMOOTH INSIDE AND OUT
AND SHALL BE HOT -DIPPED GALVANIZED.
C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS
I. IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS.
D. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC.
L: ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE.
F. PANELBOARDS:
1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER.
2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE.
3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL
BE LISTED AND MARKED "SWD"
4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE.
5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES.
6. ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 1/4"
ENGRAVED LETTERING FOR PANEL IDENTIFICATION.
7. ALL PANELBOARDS SHALL BE PROVIDED Wlui TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT
DESIGNATIONS.
G. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAV f DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES
SHALL BE NEMA-1 FOR INDOOR LOCATIONS, NEMA .tR FOR OUTDOOR LOCATIONSOR A5 OTHERWISE NOTED.
H. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC A', INDICATED ON THE ELECTRICAL DRAWINGS, WITH
OVERLOAD RELAYS IN EACH PHASE,
WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) COLOR SHALL BE COORDINATED
WITH CLIENT.
PART 3 - EXECUTION
A. COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS:
1. 208/120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK, 'I RED AND 1
BLUE. GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN.
2. 480/277 VOLT, 3-PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BROWN, 11 YELLOW, AND
1 PURPLE. GROUNDED (NEUTRAL) CONDUCTORS: GREY. GROUNDING CONDUCTORS SHALL BE GREEN.
3. BRANCH CIRCUIT WIRING (#6 AND SMALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULATION
COLOR AND FEEDERS AND SERVICES (#4 AND LARGER) SHALL BE CODED AT ALL JUNCTION OR
PULL POINTS (EXCEPT LB'S OR LBD'S) USING COLOR MARKERS OR PLASTIC TAPE MANUFACTURED
I• FOR THE PURPOSE.
B. WIRING METHODS
1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS
OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY WAVING
JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL
RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE.
2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL
BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE.
3. TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR
USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED
IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING
JURISDICTION.
C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST
EDITION OF THE N.E.C. AND LOCAL CODES.
D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS
WORKMANLIKE MANNER, THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY
ENGINEER/ARCHITECT.
E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS
OF CONSTRUCTION.
F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE
COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK.
G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING
DEVICES, FOR ALL OUTLETS AS INDICATED.
H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW
AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE
REQUIREMENTS OF NEC, NEMA, AND IECE.
CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING
FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OUTING AND PATCHING REQUIRED OF HIS WORK.
K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER.
L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL
WIRING.
M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE CONTROL
DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
N. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS
SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFORMER
SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CONTRACTOR
SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION.
ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE
0. PROCEEDING WITH ANY WORK.
PER NEC 210.8(B)(2) ALL 15- AND 20-AMPERE, 125-VOLT RECEPTACLES IN N ONDWELUNG- TYPE KITCHENS
TO BE GFCI PROTECTED.
P.BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3% DESIGN LOAD. FBC 2017
FBC ENERGY CONSERVATION SECTION 405.7.3.
Q. FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXIMUM OF 2% VOLTAGE DROP PER 405.7.3.
-(. r3n0,T S�i1.Fi1-�
ELECTRICAL SHEET INDEX
EO.1
ELECTRICAL NOTES, LEGEND &. INDEX erg
E2.1
LIGHTING PLAN
E3.1
POWER PLAN
E5.1
ELECTRICAL RISER DIAGRAM v
a,
ELECTRICAL LEGEND
TELEPHONE OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING.
MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED.
- DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING.
MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED.
TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING.
MOUNTED ABOVE COUNTER, SEE ARCHITECTURAL DRAWING FOR SPECIFIC REQUIREMENTS.
0 TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING.
MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED.
® TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT RUN TO THE NEAREST STUD WALL AND
STUBBED OUT FROM WALL 6" ABOVE CEILING, PROVIDE: BRASS COVER PLATE AND
CARPET FLANGE.
TELEVISION RECESSED OUTLET. LEGRAND "TVIWMTVSSWCC2".
MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED.
(P (n 20 AMP SINGLE RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF
OUTLET UNLESS NOTED OTHERWISE.
(111 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF
ii OUTLET UNLESS NOTED OTHERWISE.
20 AMP QUADRUPLEX RECEPTACLE (NEMA 5--20R) MOUNTED AT 18" A.F.F. TO CENTER LINE
OF OUTLET UNLESS NOTED TH 0 ERWISE.
9GFI 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER,
MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE.
Jm 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED ABOVE COUNTER
iY SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC REQUIREMENTS.
20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18" A.F.F.
TO CENTERLINE OF OUTLET UNLESS OTHERWISE: NOTED.
20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18"
A.F.F. TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED.
20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR MOUNTED. PROVIDE BRASS
COVER PLATE AND CARPET FLANGE.
20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MOUNTED.
SPECIAL-PURPOSE RECEPTACLE
O JUNCTION BOX
QP SINGLE GANG JUNCTION BOX FOR POWER CONNECTION TO MODULAR FURNITURE SYSTEM
INSTALL IN EXACT MANNER AS DIRECTED BY FURNITURE SUPPLIER.
ANG JUNCTION
OT/D DOUBLE SYSTEM. G INSTALL IN EXACT XMANNER AND OLOCATION ASNDIRECTED BYNECTION TOMFOURNITUREURNITURE
SUPPLIER. EXTEND (2) 3/4" EMI -Ty CONDUITS FROM JUNCTION BOX TO ABOVE
CEILING AND TERMINATE WITH INSULATING BUSHING 6" FROM WALL.
® TELE/POWER POLE FOR TELEPHONE/DATA/POWER CONNECTION TO MODULAR FURNITURE
8 WIRE SYSTEM (SEE DETAIL THIS SHEET). INSTALL IN EXACT MANNER AND LOCATION
AS DIRECTED BY FURNITURE SUPPLIER, WIREMOLD CATALOG # 25DTP--4D W/IVORY FINISH.
® SPECIAL PURPOSE RECEPTACLE MOUNTED BELOW RAISE FLOOR.
EE EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS.
$ SINGLE POLE, 20 AMP, SWITCH. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS
OTHERWISE NOTED.
$3 3-WAY, 20 AMP, SWITCH. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS
OTHERWISE NOTED.
$D SINGLE POLE, 20 AMP, SWITCH WITH DIMMER. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH
UNLESS OTHERWISE NOTED.
$M MOTOR RATED SWITCH
VACANCY SENSOR SWITCH, WATTSTOPPER, MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH
UNLESS OTHERWISE NOTED.
$ TWO POLE, 30 AMP SWITCH. MOUNT ADJACENT EQUIPMENT TO BE CONTROLLED.
® FACTORY MOUNTED DISCONNECT/STARTER (SEE: MECHANICAL SCHEDULE)
b Ag FUSIBLE DISCONNECT SWITCH A = POLES, B= FRAME SIZE, C= FUSE RATING
TEO AF FUSIBLE MOTOR STARTER DISCONNECT SWITCH A = POLES, B= NEMA SIZE, C= FUSE RATING
L GROUNDING ELECTRODE & CONDUCTOR SYSTEM
ITITRANSFORMER
0 ELECTRICAL PANELBOARD
o--- TELEPHONE WOOD BACKBOARD
WP WEATHERPROOF
T/C TIME CLOCK
RE RELOCATED
E EXISTING TO REMAIN
A.F.F. ABOVE FINISH FLOOR
O CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER.
O LV CEILING MOUNTED LOW VOLTAGE DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER.
O CEILING MOUNTED DAY LIGHTING SENSOR. SENSOR TO CONTROL THE DIMMING OF ALL FIXTURES
DS WITHIN 15' OF THE WINDOWS WITH IN ROOM.
olliel
ISSUED FOR PERMIT ONLY 05-26-20
NOT FOR PIUCING OR CONSTRUCITON
I id"i't.V i�UaBt� KAMM CONSULTING PROJECT#: JOIIP
PROJECT MANAGER: 2020-0348
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Bradly L Brown Florida License 458232
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L2 — EXISTING 2X2 FLUORESCENT TO BE REPLACED
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L3 — NEW 2X2 LEE). SEE SHEET EO.1.
L4 — NEW 2X4 LED. SEE SHEET EO.1.
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KAMM CONSULTING PROJECT#: JOHN MAYR
PROJECT MANAGER: 2020.0348
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O SHOW WINDOW RECEPTACLE AS REQUIRED BY CODE.
O EXISTING OVERHEAD TRANSFORMER.
O EXISTING MAIN ELECTRICAL SWITCH GEAR.
ELECTRICAL CONTRACTOR TO PROVIDE DUPLEX
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COORDINATE EXACT LOCATION WITH OWNER PRIOR TO
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ISSUED FOR PERMIT ONLY 05-26-20
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KAMM CONSULTING PROJECT #. JOHN MAYR
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36
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37
— —
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20
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20
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11.2 10.9 KVA PER Pf1ASE
93.3 90.8 AMPS PER PHASE: _
22.1 TOTAL KVA —
17
A
ISSUED FOR PERMIT ONLY 05-26-20
NOT FOR PRICING OR CONSTRUCITON
KAMM CONSULTING PROJECT #: JOHN MAYR
PROJECT MANAGER: 2020.0348
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SHEET
E5el
PRINCIPAL
Bradly L Brown Florida License #58232
MECHANICAL NOTES
1.
THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY
16.
ALL BRANCH TAKE -OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. PROVIDE RADIUS ELBOWS
FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE
WHERE FEASIBLE, SQUARE ELBOWS AND TEE'S SHALL BE FURNISHED W/SINGLE FOIL TURNING VANES.
DRAWINGS, THE FLORIDA BUILDING CODE 2017 AND ALL OTHER APPLICABLE STATE,
PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT ALL FLEX TAKE -OFFS.
COUNTY AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING
PROVIDE REMOTE, CABLE OPERATED VOLUME DAMPERS IN INACCESIBLE AND HARD CEILING AREAS,
PUBLICATIONS; SMACNA-85, 92, 95; ASHRAE 15-01, 34-01, 62-04; NFPA 70-02, 72-02,
"YOUNG REGULATOR" OR EQUAL.
9OA-02, 90B-02 91-99, 96-01; ANSI Z10.1-98, Z10.3-98, Z21.8-94, Z21.83-98.
17.
PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE START-UP,
2.
THE CONTRACTOR
SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER
REPLACE PRIOR TO FINAL ACCEPTANCE BY OWNER.
COSTS INCIDENTAI
TO THE COMPLETION AND TESTING OF THIS WORK.
18.
PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS
3.
THE CONTRACTOR
SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES.
FOR FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE.
FOR SMOKE DETECTORS NOT VISIBLE, IN CONCEALED SPACES, PROVIDE REMOTE ANNUNCIATION/TEST
4.
THE CONTRACTOR
SHALL SUPPLY THE ARCHITECT WITH "AS -BUILT" DRAWINGS.
STATION AS REQUIRED BY AUTHORITY HAVING JURISDICTION, COORDINATE PRIOR TO INSTALLATION.
DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH
5.
CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE [5] COPIES OF MANUFACTURER'S
ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON
DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT.
DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND
ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM.
6.
ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL
19.
PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS WITH SERVICE ACCESS DOORS IN ALL DUCTS AND
BE PERUIP MED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS.
OPENINGS PENETRATING FIRE RATED WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS,
ALL EQUIPMENT SHALL OR EWI LISTED.
TENANT SEPARATION, PARTITIONS, FLOOR OR ROOF SLABS AND AT OUTSIDE AIR INTAKES AS
ALL INSTALLATIONS SHALL COMPLY WITH CH. 3, GENERAL REGULATIONS. BUILDINGS
LL O
REQUIRED. PROVIDE RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING
LOCATED WITHIN 3,000 FT FROM THE OCEAN SHALL UTILIZE NON-FERROUS MATERIALS FOR
AN HALL
FANS, DIFFUSERS OR GRILLES RATED FOR USE IN THE CEILING ASSEMBLY.
ALL OUTDOOR EXPOSED SUPPORTS, STANDS, FASTENERS, ETC.
PROVIDE LOW -LEAKAGE CLASS DAMPERS FOR ALL SITUATIONS WHERE THE AIRFLOW CFM
7.
DUCTWORK:
HAS TO BE CONTROLLED. VERIFY AND REPLACE AS REQUIRED FOR EXISTING SYSTEMS.
A. ALL AIR CONDITIONING DUCT WORK SHALL BE OF 1-1/2" (R-6) HEAVY DUTY FOIL
REINFORCED FIBERGLASS WITH MANUFACTURER'S LOGO PRINTED ON VAPOR BARRIER
20.
HVAC CONTRACTOR SHALL PROVIDE A T & B REPORT PER F.B.C. 2017, CH. C408.2.2
(THE T & B REPORT SHALL BE INDEPENDENT FOR SYSTEMS OVER 15 TONS)
E. ALL FLEX DUCT SHALL BE RATED CLASS I, UL-181 LISTED WITH METALLIZED INNER AND OUTER FOIL
FOR ALL MECHANICAL EQUIPMENT, AIR DEVICES, DAMPERS, AHU'S AND FANS.
LINERS, MIN. R-6 WITH A MAX. TOTAL LENGTH NOT TO EXCEED 15 FT.
"FLEXFLOW
THE TEST AND BALANCE REPORT SHALL IN ACCORDANCE WITH THE AIR BALANCE COUNCIL
FLEXIBLE DUCTWORK ELBOW SUPPORTS AT EACH DIFFUSER, GRILLE, AND REGISTER EQUAL TO
STANDARDS AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLES, RETURN GRILLES
ELBOW' AS MANUFACTURED BY "THERMAFLEX".
AND EXHAUST GRILLES AND THE LEAVING AND ENTERING AIR TEMPERATURE (F) FROM
C. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL
SUPPLY GRILLES AND EVAPORATORS.
WITH SEALED SEAMS AND JOINTS. ALL OUTSIDE AIR DUCT SHALL BE INSULATED WITH
FOR (EXISTING) SMOKE EVACUATION SYSTEMS HVAC CONTRACTOR SHALL PROVIDE A T & B
EXTERNAL BLANKET INSULATION R-6 MIN.
REPORT PRIOR TO ANY NEW WORK, PROVING THAT THE SMOKE EVACUATION SYSTEM PERFORMS
ALL METAL EXHAUST, MAKE-UP OR OTHERWISE DUCTS INSTALLED IN LOCATIONS WHERE DEWPOINT
PER ORIGINAL DESIGN DOCUMENTS AND IS COMPLIANT WITH LOCAL CODE REQUIREMENTS.
CONDITIONS CAN OCCUR INSIDE THE DUCT SHALL BE EXTERNALLY INSULATED WITH R-6 MIN.
THE CONTRACTOR SHALL PROVIDE ALL SHEETMETAL DUCTWORK, HANGERS, AUX. SUPPORT STEEL, ETC.
21.
RUN INSULATED FIRE RATED CONDENSATE DRAINS AS REQUIRED.
ALL METAL DUCT
SHALL BE FABRICATED IN ACCORDANCE WITH LATEST EDITION OF S.M.A.C.N.A.
22.
ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50.
SPECIAL
23.
MECHANICAL EQUIPMENT ON ROOF OR ELEVATED STRUCTURES SHALL COMPLY WITH FBC 2017
SMACNA DUCT PRESSURE CLASSES BASED ON OPERATING PRESSURE ARE: 1/2", 1", 2", 3", 4",
PAR. 306.5 IF INSTALLED HIGHER THAN 16 FEET A.F.F.
6", AND 10". EACH DUCT SYSTEM SHALL BE CONSTRUCTED FOR THE SPECIFIC DUCT PRESSURE
MECHANICAL EQUIPMENT INSTALLED IN ATTICS SHALL MEET THE REQUIREMENTS OF FBC-ENERGY 2017
CLASS SHOWN ON PLANS.
PAR. C403.2.7.6 IF THE EQUIPMENT CAN NOT BE SERVICED/REMOVED THROUGH REQUIRED OPENING.
WHERE NO PRESSURE CLASS IS SPECIFIED FOR CONSTANT VOLUME SYSTEMS, 1" W.G. PRESSURE
MECHANICAL EQUIPMENT SHALL BE PROTECTED WITH MECHANICAL BARRIERS IF EXPOSED TO
CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS REGARDLESS OF VELOCITY.
MECH. DAMAGE. ALL EQUIPMENT SHALL BE INSTALLED ON 6" CONCRETE PAD AT GRADE LEVEL .
WHERE NO PRESSURE CLASS IS SPECIFIED FOR VARIABLE VOLUME SYSTEMS, 2" W.G. PRESSURE
NOTE: AIR HANDLING UNITS ARE NOT ALLOWED IN COMMERCIAL ATTICS.
CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS FOR DUCTWORK UPSTREAM
OF VAV BOXES.
SPECIAL. (VOTE
ALL DUCTWORK SHALL BE SEALED TO SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" FOR
ALL WIND LOAD AND OTHER COMPLIANCE CALCULATIONS AND/OR INSTALLATION DETAILS
ITS PRESSURE CLASS SEALING METHODS.
FOR ROOF MOUNTED EQUIPMENT AS REQUIRED BY FBC 2017, SEC. 1509, 1522 AND CHAPTER 16,
SHALL BE PROVIDED BY STRUCTURAL ENGINEER/ARCHITECT.
9.
OUTSIDE AIR INTAKES SHALL BE SCREENED WITH A CORROSION RESISTANT MATERIAL NOT LARGER
THAN 1/2" MESH. O/A INTAKES SHALL NOT BE TAKEN FROM A LOCATION CLOSER THAN 10 FT.
24.
PROVIDE A MIN. OF 36" CLEARANCE IN FRONT OF ALL 120-208 VOLT PANELS AND MIN. 42"
FROM ANY CHIMNEY, VENT OUTLET OR SANITARY SEWER VENT OUTLET, UNLESS SUCH VENT
CLEARANCE IN FRONT OF ANY 240-480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE
IS NOT LESS THAN 24 INCHES ABOVE THE OUTSIDE AIR VENT.
PER NEC.
OUTSIDE AIR INTAKE VENTS LOCATED ON ROOFS WILL BE PROPERLY MARKED WITH A UNIVERSAL
25.
MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO Be READ
MARKING "INTAKE", PERMANENTLY ATTACHED PER FMC 2017, SEC. 401.5
IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL, FIRE SPRINKLER, AND
10.
DUCT SIZES SHOWN ARE INSIDE DIMENSIONS.
STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS.
DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS SHALL BE REQUIRED TO PROVIDE AND
11.
ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM
INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR
CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS
AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN DUCTWORK SIZE AND ROUTE
SPECIFIEDAS BY ARCHITECT. DEVICES SHALL BE SPECIFIED OR EQUAL TO TITUS OR METALAIRE.
Q
WILL BE REQUIRED TO AVOID STRUCTURAL, PLUMBING, FIRE SPRINKLER AND ARCHITECTURAL
PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS AS INDICATED ON
BUILDING FEATURES. DUCTWORK CHANGES MAY BE MADE BY CONTRACTOR USING
PLANS. PROVIDE BALANCING DAMPERS FOR ALL SUPPLY AND RETURN DIFFUSERS AND REGISTERS
EQUIVALENT SIZED DUCT. CONTACT ENGINEER IF DUCT AREA WILL NOT FIT.
TO ENSURE COMPLAINCE WITH FMC 2017, PAR. 601.5 AND PAR. 603.18 FOR BALANCED AIR FLOW.
12.
TEMPERATURE CONTROLS/THERMOSTAT:
26.
THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING,
A. SHALL BE COMBINATION COOLING/HEATING, WITH SYSTEM "COOL -AUTO-
FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT, IN ORDER TO PROVIDE
HEAT -OFF" AND FAN "ON -AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE AS
A FULLY INTEGRATED MECHANICAL AND CONTROLS SYSTEMS WITH THE EXISTING ONES.
RECOMMENDED BY MANUFACTURER, HONEYWELL OR EQUAL. PROVIDE TAMPER PROOF COVERS.
ANY DISCREPANCY BETWEEN EXISTING CONDITIONS AND PLANS, OR ADDITIONAL CLARIFICATION REQ'D
SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO FINAL BIDDING AND WORK.
13.
THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE INSTALLATION.
INSTALL " T 54" A.F.F. PER A.D.A REQUIREMENTS WHERE APPLICABLE.
THERMOSTAT 48 0 Q
27.
I RETURN AIR PLENUMS OR ABOVE
NO COMBUSTIBLE MATERIALS ARE ALLOWED N
MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR ALL REQUIREMENTS
CEILINGS USED AS RETURN AIR PLENUM. IF SPACE WITH RETURN AIR PLENUM
FOR JUNCTION BOXES, CONDUITS, CONTROL WIRING, POWER, ETC. AND DEFINE RESPONSIBILITIES
HAS ANY DECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED.
AND SCOPE OF WORK FOR EACH TRADE PRIOR TO ANY PURCHASING OR INSTALLATION.
WHEN CPVC PIPING IS USED FOR FIRE SPRINKLER SYSTEMS, THE R/A GRILLES LAYOUT SHALL
WHENEVER THERE ARE MORE THAN ONE SENSOR OR THERMOSTAT, SIDE BY SIDE, THEY SHALL BE
BE (FIELD) COORDINATED WITH SUCH PIPING SO THAT NO PORTION OF THE GRILLES WILL BE
GANGED TOGETHER WITHIN THE SAME COVER PLATE WHEREVER POSSIBLE.
DIRECTLY BELOW THE CPVC PIPING.
CONTRACTOR SHALL COORDINATE THIS ISSUE WITH ARCHITECT/OWNER PRIOR TO INSTALLATION AND
SHALL BRING ANY DISCREPANCY TO THE ENGINEER'S ATTENTION.
28
CONDENSATE DRAIN PIPING TO BE AS SPECIFIED PER PLUMBING PLANS, IF NOT SPECIFIED
"L"
TO BE TYPE "L" COPPER OR PVC WHERE ALLOWED.BY CODE WITH 1/2" ARMAFLEX INSULATION.
14.
REFRIGERANT LINES SHALL BE COPPER, TYPE HARD DRAWN WITH WROUGHT COPPER
PROVIDE APPROVED WATER LEVEL DETECTOR OR FLOAT SWITCH TO AUTOMATICALLY SHUT DOWN
BRAZING -JOINT TYPE FITTINGS, USE BRAZING MATERIALS FOR HIGH PRESSURE PIPING
THE AIR COND. UNIT, AS A SECONDARY DRAIN SYSTEM TO COMPLY WITH FMC 2017, SEC. 307
PER AWS A5.8: BCuP SERIES COPPER -PHOSPHORUS ALLOY OR BAg1 SILVER ALLOY.
SUPPLY CONDENSATE PUMP WHERE NECESSARY AS IMPOSED BY FIELD CONDITIONS OR INSTALLATION
REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS.
CHANGES AND PIPE TO CONDENSATE DRAIN PER PLUMBING PLANS.
SOFT COPPER TYPE "M" SHALL BE ALLOWED FOR RISER PIPING INSIDE CHASE TO LIMIT
NUMBER OF JOINTS. COORDINATE WITH ENGINEER FOR PRIOR APPROVAL.
29.
MANUFACTURER'S WARRANTY: CONTRACTOR SHALL PROVIDE WARRANTY FOR A PERIOD OF
ALL EXPOSED INSULATION SHALL BE PROTECTED WITH UV RESISTANT PAINT OR ALUMIN. SHIELD.
(1) ONE YEAR AFTER BUILDING C.O. FOR ALL MECHANICAL SYSTEMS, DUCTWORK, CONTROLS
15,
ARMAFLEX INSULATION SHALL BE USED FOR SUCTION LINES (1/2" FOR ABOVE 40' F AND
ACCESSORIES AND ALL OTHER EQUIPMENT, PARTS AND LABOR UNDER THESE DRAWINGS AND
1" FOR BELOW 40' F) PER FLORIDA ENERGY CODE TABLE 4-11 FOR PIPING INSULATION.
AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE WARRANTY FOR COMPRESSORS FOR
FILTER/DRYER AND SIGHT GLASS SHALL BE PROVIDED AT LIQUID LINES.
(5) FIVE YEARS. ANY REPAIRS REQUIRING SYSTEM SHUTDOWN WILL BE DONE DURING
NON -OPERATIONAL PERIODS OR AS AGREED WITH OWNER.
30. ON PROJECT SPECIFIED WITH EQUIPMENT UTILIZING HOT GAS REHEAT AND/OR
DEHUMIDIFICATION; CONTRACTOR SHALL PROVIDE FACTORY STARTUP OF EQUIPMENT WITHIN
THEIR BID. STARTUP REPORT DOCUMENT TO BE PROVIDED TO ENGINEER FOR REVIEW.
MECHANICAL SHEET INDEX
SHEM
DESCRPT ION
MO.1
MECHANICAL NOTES, LEGEND & INDEX
M2.1
__—
MECHANICAL FLOOR PLAN
M6.1
MECHANICAL SCHEDULES
MECHANICAL LEGEND
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CEILING OR INLINE EXHAUST FAN
®
SUPPLY AIR CEILING DIFFUSER
T �
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RETURN AIR CEILING GRILLE
STANDARD SINGLE DUCT VVT BOX
WALL LOUVER / WALL DIFFUSER.
(3'0" SERVICE CLEARANCE)
o
LINEAR DIFFUSER
O
THERMOSTAT
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DOOR UNDER CUT
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ETWAGi # 1
EQUIPMENT TAG
-� OARTU- OUTSIDE AIR ROOF TOP UNIT
ROOFTOP UNIT
-. RTU-
ROOF TOP UNIT
—► VAV-
VARIABLE VOLUME BOX
SOLENOID VALVE.
-- EF -
EXHAUST FAN
RE
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NOT ALL SYMBOLS MAY APPLY TO THESE PLANS
HVAC ABBREVIATION LEGEND
EGEND
AC
AIR CONDITIONING
MCA
MINIMUM I CIRCUIT AMPS (FOR WIRE SIZING)
AFF
ABOVE FINISH FLOOR
MOD
MANUALLY OPERATED DAMPER
BDD
BACK DRAFT DAMPER
MOCP
MAXIMUM OVERCURRENT PROTECTION DEVICE AMP
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NC
NOISE CRITERIA
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COEFFICIENT OF PERFORMANCE
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DIAMETER
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PRESSURE DROP.
E
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R
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ENERGY EFFICIENCY RATIO
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ELECTRIC DUCT HEATER
RLA
RATED LOAD AMPS.
EF
EXHAUST FAN
SEER
STANDARD ENERGY EFFICIENCY RATIO
ESP
EXTERNAL STATIC PRESSURE
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TOTAL STATIC PRESSURE
F
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VOLUME CONTROL DAMPER
FD
FIRE DAMPER
VFD
VARIABLE FRECUENCY DRIVE
FLA
FULL LOAD AMPS.
WB
WET BULB
EMS
FLOW MEASURING STATION
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INTEGRATED PART -LOAD VALUE.
NOTE: NOT ALL SYMBOLS MAY APPLY TO THESE PLAN.
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120"
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140"
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)NSULTING PROJECT #: JOHN MAYR
MANAGER: 2020-0348
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AND INTEGRAL THERMAL OVERLOAd PROTECTION,
t TO ANY PURCHASING.
\TION ISOLATORS
c W x H (IN)
NOTES
26X2629
1-8
c W x H (IN)
NOTES
1BX23X43
1-8
F THE INSTALLED
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.LENGTH OF
OAT SWITCH.
APACITY.
ZESSOR
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3ET BY LOCAL
E REQUIRED;
,I. REQUIREMENTS
'URCHASING AND
ATTENTION OF ENGINEER
'A GENERAL DATA
WEIGHT DIMI_NSION OPI=NING
RPM DRIVE VOLTAGE (LBS) L"xW xH" L"xW' CONTROL ACCESSORIES
700 DIRECT 120/1/60 4 8X8X4 * LIGHT INTERLOCK 1-3,5,6
GENERAL FAN NOTES:
a. MOTOR STARTERS, DISCONNECTS (IF NOT FACTORY PROVIDED) AND ALL EQUIPMENT
NORMAL POWER WIRING BY ELEC. CONIRACTOR
b. ALL CONTINUOUS —DUTY MOTORS SHALL BE PROVIDED WITH OVERLOAD PROTECTION
ACCORDING TO NATIONAL ELECTRICAL CODE PAR. 430-32.
C. FIELD ADJUST OPENINGS WITH STRUCTURE.
d. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISE
ORDINANCE OR NOT EXCEED A NOISE LEVEL OF 65dB AS MEASURED
RADIALLY 30 FT. FROM THE EQUIPMENT IN .ALL. DIRECTIONS.
e. COORDINATE WITH ELECTRICAL CONTRACTOR BEFORE BIDDING OR
ORDERING ANY EQUIPMENT.
f. SEE PROJECT PLANS AND SPECIFICATIONS FOR OTHER FIELD SUPPLIED ITEMS
AND ADDITIONAL INFORMATION.
CFM SUPPLY AIR GRILLE SCHEDULE
TAG
MANUF. & MODEL
FACE SIZE
NECK SIZE
MATERIAL
FRAME
FINISH
IIAMPE:R
THROW
NC
CFM
RANGE
NOTES
A
KRUEGER/51400
24X24
SEE SCH.
ALUM.
NOTE #3
OFF WHITE
—
4—WAY
MAX. 30
SEE
SCH.
1-6
B
KRUEGER/51400
12X12
SEE SCH.
ALUM.
NOTE #3
OFF WHITE
4—WAY
MAX. 30
SEE
SCH.
1-6
(*} EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR
GENERAL NOTES!
1. PROVIDE SPIN —IN COLLAR AT TRUNK TO FLEX DUCT CONNECTION.
2. PROVIDE TYPICAL 4—WAY DIFFUSION, 2—WAY OR 3—WAY ONLY WHERE INDICATED ON PLAN
FLEX SCHEDULE
3. REFER TO ARCHITECT PLANS FOR CEILING TYPE.
4. CONTRACTOR TO COORDINATE FINAL SELECTION WITH ARCHITECT AND OWNER
60"
50-125 CFM
5. FLEX DUCT SIZE TO BE SAME AS DIFFUSER NECK SIZE.
6. PROVIDE INSULATION ON THE BACK OF DIFFUSER IF IN UNCONDITIONED SPACE
gq"
130-200 CFM
7. PROVIDE END CAP FOR LINEAR DIFFUSERS.
8. ADJUST LENGTHS TO LINE UP WITH INTERIOR DESIGNER'S PLANS.
100"
205-330 CFM
9. PROVIDE INSULATION PLENUM
CONTRACTOR SHALL VERIFY WITH ARCHITECT AVD TENANT/OWNER," 120"
335-450 CFM
PRIOR TO ANY PURCHASING OR INSTALLATION, IF A BUILDING
STANDARD HAS TO BE FOLLOWED REGARDING A SPECIFIC MODEL
14m"
455-600 CFM
OR MANUFACTURER AND SHALL BRING ANY DRSCREPANCY TO
THE ATTENTION OF ENGINEER,
16ti"
605-700 CFM
T�� RETURN AIR GRILLE SCHEDULE
TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME IHH,MPER THROW NC FM RANG NOTES
AA KRUEGER/S585 24X24 SEE SCH. ALUM. NOTE #1 OFw — MAX. 30 SEE SCH. 1-3
(*) EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B,
NAILOR CONTRACTOR SHALL VERIFY WITH ARCHITECT AND TENANT
OR OWNE:F', PRIOR TO ANY PURCHASING OR INSTALLATION,
GENERAL NOTE& IF A BUILDING STANDARD HAS TO BE FOLLOWED REGARDING
A SPECIFIC MODEL. OR MANUFACTURER AND SHALL BRING
1. REFER TO ARCHITECT PLANS FOR CEILING TYPE. ANY DISCREPANCY TO THE ATTENTION OF ENGINEER.
2. CONTRACTOR TO COORDINATE FINAL SELECTION WITH ARCHITECT AND
OWNER. NECK SIRE CFM RANGE (NECK SIZE CFM RANGE
3. PROVIDE INSULATION ON THE BACK OF DIFFUSER IF IN 6X6 0-150 CFM 15X15 0-900 CFM
UNCONDITIONED SPACE
4. PROVIDE END CAP FOR LINEAR DIFFUSERS. 8X8 0-250 CFM 1SX18 0-1350 CFM
5. ADJUST LENGTHS TO LINE UP WITH INTERIOR DESIGNER'S PLANS.
1OX10 0-400 CFM 22x22 0-2000 CFM
12X12 0-600 CFM
i
ISSUED FOR PERMIT ONLY 05-26-20
It NOT FOR PRICING OR CONS 'I RUCITON
KAMM CONSULTING PROJECT 4
JOHN MAYR
PROJECT MANAGER2020-0348
1408 Orange
Fort Pierce, lr'Jbr
Phone 954
JMAYR
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DOM. WATER ISOMETRIC
PLUMBING FIXTURE SCHEDULE
HANDICAP LAVATORY, AMERICAN STANDARD, LUCERNE WALL HUNG LAVATORY MODEL #0356.028.
HLAV
WHITE, WITH T&S BRASS FAUCET BS-2701-VF05. CONTRACTOR TO SUPPLY CONCEALED ARM SUPPOR
SUPPORT CARRIER FOR MOUNTING OF LAV. WADE MODEL # 520-M36. SUPPLY PLUMBEREX MODEL
#4333 INSULATION KIT. MUST MEET A.D.A. CODE.
HANDICAP WATER CLOSET, AMERICAN STANDARD #215AA.004 FLOOR MOUNTED, WHITE, CENTOCO SEAT
HWC
#50OCC, OPEN FRONT WITH COVER.
A.D.A EL 1.28 ELONGATED 18" HIGH OR EQUAL.
SINGLE STAINLESS STEEL SINK, 25 X 22 DAYTON MODEL #K-12522 WITH A
SK
T&S BRASS FAUCET MODEL #B-0199-01-N05 WITH A 5-11/16" SPREAD GOOSENECK
WITH 4" WRIST BLADE FAUCET HANDLES.
IWH
TANKLESS WATER HEATER SHALL BE CRONOMITE MODEL # SR-30 208V, 1
PHASE, 6.2 KW.
GENERAL
NOES:
1) -
FIXTURES SHALL BE AS SHOWN OR EQUAL.
2) -
ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF FBC 2017
3) -
ALL FIXTURE TRIM PACKAGES INCLUDING BUT NOT LIMITED TO TRAP, ANGLE STOP, FLUSH VALVE,
SUPPLY TUBES, AND CLEANOUT COVER PLATES SHALL BE OF THE SAME FINISH AS THE ABOVE
SPECIFIED FAUCET AND PER ARCHITECTURAL FINISH SCHEDULE.
(4) -
ALL FIXTURES SHALL BE ROUGHED IN PER MANUFACTURER CUT SHEET TO MAINTAIN UNIFORMITY.
3/4" GRAVEL
12" MIN. (TYP)
IV(o
9po
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12" MIN. (TYP)
G
/--RELIEF PIPE
6'
,U pW
�J
6a
>�CYS0 -GROUT AT INLET
9� 0"
0 2" CONDENSATE DRAIN
o oa LINE FROM BUILDING
o °
-24" DIAMETER X 30" LONG SECTION
o ° OF CORRUGATED METAL DRAINAGE PIPE
FILL PIPE WITH 3/4" GRAVEL.
O
ASSE 1070 COMPLIANT
THERMOSTATIC MIXING VALVE
EQUAL TO LEONARD MODEL
#170-LF-BRKT. SET ® 1057.
TEMPERED COLD
IN -LINE FLOW CONTROL -
MOUNTING FLANGES (4) -
TANKLESS WATER HEATER HOT 3/8"' COPPER TUBING
SET ® 110'F.
JUNCTION
BOX HOT
COLD 1/2" ANGLE STOP VALVE
a a COLD
A 9
- COMPRESSION FITTINGS (2)
INSTANTANEOUS WATER HEATER
CONNECTIONS FOR PUBLIC LAVATORIES
NOT TO SCALE
PLUMBING NOTES
1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE
INSTALLATION OF A COMPLETE SCOPE OF WORK. ALL WORKMANSHIP AND MATERIALS SHALL BE IN
STRICT ACCORDANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING,
APPLICABLE LOCAL CODES, RULES, AND ORDINANCES.
2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL
EXISTING CONDITIONS.
3. ALL MATERIALS SHALL BE NEW AND OF GOOD QUALITY.
4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS
WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY -OPERATIONAL. ALL EXCAVATION
AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS
CONTRACT.
5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION
AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK.
6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS.
PLUMBING CONTRACTOR SHALL OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING
WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS
OF HIS WORK BY REGULATORY AUTHORITIES.
7. CONTRACTOR SHALL SUBMIT TO ARCHITECT/ENGINEER, FOR REVIEW & APPROVAL, FIVE (5) SETS OF
MANUFACTURER'S CUT SHEETS FOR EACH FIXTURE, PIPING/FITTING MATERIAL AND EQUIPMENT ITEM
WITH ASSOCIATED CONTROLS, THAT ARE INCLUDED IN THE CONTRACT.
8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING,
EQUIPMENT, ETC.
9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE
PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ARCHITECT/ENGINEER PRIOR TO
BEGINNING CONSTRUCTION.
10. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERT ELEVATIONS OF ALL EXISTING UTILITIES
PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.
11. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE I" COPPER. ALTERNATE
PIPING & FITTING MATERIALS MAY BE USED IN ACCORDANCE WITH FLORIDA BUILDING CODE: 6TH
EDITION (2017) - PLUMBING, TABLES 605.3. 605.4 '& 605.5, WHEN APPROVED BY ENGINEER OF
RECORD AND LOCAL AUTHORITY HAVING JURISDICTION. PROVIDE ALTERNATE FOR CPVC PIPING &
FITTINGS EQUAL TO LUBRIZOL CORZAN OR FLOW -GUARD GOLD. PROVIDE ALTERNATE FOR PEX TYPE
'A' PIPING & FITTINGS EQUAL TO UPONOR. ALTERNATES ARE PERTINENT FOR WATER SERVICES
KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS OR OTHER PARTICULAR CIRCUMSTANCES
AS DEEMED APPROPRIATE BY DIRECTIVE FROM THE OWNER. CONTRACTOR SHALL PERFORM A WATER
TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION AND SHALL
SUBMIT TEST RESULTS TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. DISINFECTION OF
POTABLE WATER SYSTEM SHALL COMPLY WITH FLORIDA BUILDING CODE 6TH EDITION (2017) -
PLUMBING, SECTION 610. ALL WATER PIPING & r TTINGS SHALL BE OF DOMESTIC MANUFACTURE;
SPECIFICALLY IN THE UNITED STATES OF AMERICA•
12. SOIL, WASTE, VENT, AND RAINWATER (DWV) PIPINI7 & FITTINGS SHALL BE CAST IRON OR PVC, WHERE
CODE ALLOWS. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS, PVC PIPING
SHALL BE SOLID -CORE ONLY; FOAM -CORE PIPINI- SHALL NOT BE ACCEPTED. CAST IRON PIPING &
FITTINGS SHALL BEAR THE CISPI-301 MARK. ALI DWV PIPING & FITTINGS SHALL BE OF DOMESTIC
MANUFACTURE; SPECIFICALLY IN THE UNITED STATES OF AMERICA.
13. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE ANGLE STOPS AND APPROPRIATELY
MARKED ACCESS PANELS (WHERE REQUIRED). COORDINATE LOCATIONS WITH GENERAL CONTRACTOR
PRIOR TO INSTALLATION.
14. PROVIDE APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING FIXTURES, SIZED &
LOCATED PER MANUFACTURER'S INSTALLATION IN',TRUCTIONS & PDI-WH2O1.
15. PROVIDE DIELECTRIC COUPLINGS OR FLANGES BETWEEN ALL DISSIMILAR METALS IN PIPING AND
EQUIPMENT CONNECTIONS.
16. ISOLATE COPPER PIPING FROM METALLIC HANGER`S OR SUPPORTS WITH ISOLATOR PADS OR
NON-CONDUCTIVE MATERIAL.
17. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE,
SMOKE AND WATER PENETRATION BY FILLING ANNULAR SPACE BETWEEN PIPING AND SLEEVES WITH
INTUMESCENT CAULK, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS, AS PART OF THE
PLUMBING CONTRACTOR'S WORK.
18. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS
FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER.
CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL
INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE
BEEN DAMAGED.
19. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS PANELS IN RATED WALLS SHALL
MAINTAIN THE SAME RATING AND SHALL MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED.
20. PROVIDE COMBINATION CLEANOUT PLUG AND COVER PLATE OR ACCESS PANEL FOR ALL WALL
CLEANOUTS. FINISH TO MATCH NEARBY FIXTURE TRIM.
21. NO COMBUSTIBLE MATERIAL SHALL BE INSTALLED IN MECHANICAL ROOMS NOR IN CEILING SPACES
WHERE USED AS RETURN AIR PLENUMS.
22. NO WATER, SANITARY OR DRAINAGE PIPING SHALL BE INSTALLED IN ELECTRICAL OR ELEVATOR
EQUIPMENT ROOMS.
23. ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL
VALVES SHALL BE FURNISHED FOR OWNER/OPERAIOR.
24. CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH ARMAFLEX INSULATION AND A
VAPOR -BARRIER JACKET PER FLORIDA BUILDING CODE 6TH EDITION (2017) - ENERGY
CONSERVATION, TABLE C403.2.8. PVC WITHOUT INSULATION IS ACCEPTABLE FOR RISERS AND BELOW
GRADE PIPING. WHEN USED IN A RETURN AIR PLENUM, PVC PIPING WITH INSULATION IS ACCEPTABLE
IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. CONDENSATE PIPING SHALL NOT DRAIN ONTO THE
ROOFING SYSTEM NOR ANY OF ITS COMPONENTS. CONDENSATE PIPING ARRANGEMENT IS EXEMPT
FROM MINIMUM EQUIPMENT CLEARANCE REQUIREMENTS PER FLORIDA BUILDING CODE 6TH EDITION
(2017), SECTION 1522.3.5. ALL HORIZONTAL RAINWATER PIPING RUN ABOVE FINISHED FLOOR THAT
RECEIVES CONDENSATE DISCHARGE SHALL BE INSULATED WITH ARMAFLEX AND A VAPOR -BARRIER
JACKET.
25. HOT WATER PIPING INSULATION SHALL BE PROVIDED IN ACCORDANCE WITH FLORIDA BUILDING CODE
6TH EDITION (2017) - PLUMBING, TABLE 607.5 & FLORIDA BUILDING CODE 6TH EDITION (2017) -
ENERGY CONSERVATION, TABLE C403.2.8. CONTRACTOR SHALL USE ARMAFLEX OR EQUAL WHERE
APPLICABLE. WHER
E DOMESTIC WATER TEMPERATURES
ERATU ES CAN CAUSE SWEATING, ALL COLD WATER
PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION AND A VAPOR -BARRIER JACKET, PER
FLORIDA BUILDING CODE 6TH EDITION (2017) - ENERGY CONSERVATION, TABLE C403.2.8.
26.AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE
ACCEPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION. INSTALLATION METHODS SHALL. BE IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS.
27. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL
SHUT-OFF.
28.STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY DE USED AS AN ALTERNATE TO
VENT PIPING THRU ROOF WHERE ACCEPTABLE BY IHE PLUMBING OFFICIAL AND LOCAL
CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS.
29.ALL HORIZONTAL RAINWATER PIPING THE RECEIVES CONDENSATE DISCHARGE FROM AIR
CONDITIONING EQUIPMENT SHALL BE INSULATED WITH 1" THK. ARMAFLEX.
30. PLUMBING PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION
WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE SPRINKLER, STRUCTURAL AND CIVIL PLANS AND
SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. PIPING MODIFICATIONS SUCH AS OFFSETS, BENDS,
TRANSITIONS, AND SIZES SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL
SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDI1ONAL COST TO THE OWNER.
CHANGES IN PIPE SIZES AND ROUTING SHALL BE REQUIRED BY THE CONTRACTOR TO AVOID CONFLICTS
AND TO ADAPT TO EXISTING FIELD CONDITIONS PROVIDED THAT INSTALLATION MEETS ALL
APPLICABLE CODES,
31. SUPPLY TRAP PRIMER FOR ALL FLOOR DRAINS, FLOOR SINKS, HUB DRAINS, ETC. SHOWN ON PLANS.
32. CONTRACTOR TO FIELD VERIFY ALL SUPPLY PRESSURE REQUIREMENTS AND LIMITATIONS. PROVIDE
PRESSURE REDUCING VALVE IF REQUIRED.
PLUMBING SHIEST INDEX
SHEET#
DESIMPPON
PO.1
PLUMBING NOTES, LEGENDS, AND DETAILSm
P2.1
SANITARY PLAN -
P3.1
DOMESTIC WATER PLAN
'--
PLUMBING
LEGEND
CO
CLEAN OUT
SANITARY SEWER PIPING
S.O.V.
SHUT-OFF VALVE
- - -
VENT PIPING
COTC
CLEAN OUT TO GRADE
---j
DOMESTIC COLD WATER PIPING
FS
FLOOR SINK
HOT WATER PIPING (110')
CW
DOMESTIC COLD WATER
S- -----5
HOT WATER PIPING (140')
HW
DOMESTIC HOT WATER
$--•----j
HOT WATER RECIRCULATING PIPING
HWR
DOMESTIC HOT WATER RECIRCULATING
--CD--S
CONDENSATE PIPING
HB
HOSE BIBB
--CA-j
COMPRESSED AIR PIPING
VTR
VENT THRU ROOF
S----T&P--S
TEMPERATURE AND PRESSURE RELIEF
GATE VALVE
S -SD--S
STORM DRAIN PIPING
D04
GLOBE VALVE
S - G ---5
GAS PIPING
N
CHECK VALVE
S-o-S
PIPE RISE UP
Dd
GAS SOLENOID VALVE
S-}S
PIPE DOWN OR DROP
GAS COCK
WATER HAMMER ARRESTER
�-
CAPPED END OF PIPE
(PDI No.)
Z---
POINT OF CONNECTION
® FD
FLOOR DRAIN
-Lj
P-TRAP
PROVIDE TEST TEE
WITH SCREWED COUNTER- T �T
SUNK ABS PLASTIC PLUG: I I COLUMN OR PARTITION
TAPERED -THREAD WITH i /-AS SHOWN ON FLOOR PLAN
OUT
TFE JOINT COMPOUND. --------.BE Wi ITHIN FACE SHALL
BE WITHIN 4" OF WALL
WHERE CLEANOUT TEE SURFACE. PROVIDE IS CONCEALED IN A PIPE EXTENSION IF REQUIRED.
CHASE OR PARTITION,
PROVIDE A ROUND 18
GAUGE STAINLESS STEEL
COVER WITH BEVELED
EDGES AND FLATHEAD
MACHINE SCREW.
I
CONCRETE
FLOOR
SLAB
NOTE:
PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES
NOT SERVED WITH A FLOOR CLEANOUT; LOCATE ABOVE FIXTURE FLOOD RIM
WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS.
WALL CLEANOUT DETAIL
NOT TO SCALE
SHOCK ARRESTOR SCHEDULE
P.D.I. DESIGNATION
MANUF. & NIODEL.
FIXTURE UNITS
CONNECTION
A
SIOUX CHIEF 652-A
1-11
1/2"
B
SIOUX CHIEF 1353-8
12-32
3/4"
C
SIOUX CHIEF (354-0
33-60
1"
SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO
ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ASSE 1010 STANDARDS.
SLOPE OF HORN' DRAINAGE: PIPE
SIZE (inches)
MINIMUM SLOPE (inch per foot)
2-1/2 or less
1/4
3 to 6
1/8
8 or larger -
1/16
TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2017
IL
IL ISSUED FOR PERMIT ONLY 05-26-20
NOT FOR PRICING OR CONSTRUCITON
KAMM CONSULTING PROJECT #: JOL N MAYR
PROJECT MANAGER: 2020-0348
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3/2/20
SHEET
3.