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GENERAL
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ELECTRICAL NOTES
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IN CONFORMANCE WITH THE FLORIDABUILDING CODE 2014 5TH ED.
� 1. IT THE
INTENT THAT
THIS WORK BE ,
1 FLORIDACODE, 5TH EDITION, RESIDENTIAL
0 BE IN ACCORDANCE WITH 20 4 LORIDA BUILDING D ED N R
1. ALL ELECTRICAL WIRING T
BUILDING STRUCTURE IN
o RESIDENTIAL
AND ALL AUTHORITIES HAVING JURISDICTION OVER THIS
TYPE OF CONSTRUCTION
AND OCCUPANCY.
E FORMA
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AND 2011 NATIONAL ELECTRIC CODENECK
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O CONTRACTOR SHALL DO THEIR WORK. IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS.
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COND11IONE A . ...................1
D SPACE: S.F.
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ALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH THE 2014
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UNCONDITIONED SPACE: ...................509 S.F. AIRPORT
FLORIDA BUILDING CODE 2014. ,92
- R TO COMMENCING � D N
THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIG IT
3
2. TOTAL AREA..................................2,047 S.F. �...
W � TERRELL RD a S O 4
L11 CONDITION TO THE ,5 s ��
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REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING
TYPE OF CONSTRUCTION..........:......56 0 2 °� 95 � EDPM p
A OAD NEW G O/
- 3. ELECTRICAL CONTRACTOR .SHALL PROVIDE. ARC -FAULT CIRCUIT INTERRUPTERS IN LIVING DINING HALLWAYS, AND A•T
U f f J OLTP RD 17 Cby µO RD
ENGINEER PRIOR TO .COMMENCING WORK. OCCUPANCY......................................R-3
5P t� 295
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FIRE SPRINKLERS: .............................NO � N R EA
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MAX HEIGHT OF STRUCTURE.............16
NOT BE PROTECTED FROM MOISTURE PER 2014 FBC R3905.11 _ R Z aR BDSCH
QC 3. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER AND MAY N 4. ALL OUTDOOR RECEPTACLES SHALL BE ,: m ° DR. ,a m
USED OR REPRODUCED WITHOUT ` EXPRESSED WRITTEN CONSENT OF THE ENGINEER. ST °
I CC TROBLVDIVER,. 115 � 9° EGKSGHER pR 10.5 z O
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GARDEN
I 5. ALL PERMANENTLY INSTALLED LIGHTING FIXTURES .SHALL COMPLY WITH THE MINIMUM REQUIREMENTS PER...,, . ,5a o
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LL - "�, ::. C15 � R Eau O `�Oh� Blount i. 105
FBC ENERGY CONSERVATION 'R404. 6 S
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STRUCTURAL DESIGN CRITERIA'.�p4 �a � 5
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EDENFlRED
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. ..- PRITC ARD �
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A IF
FERENT
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CONSTRUE f _ 6. ELEVATORS SHALL BE IN ACCORDANCE WIT FBC 2014 5TH ED, SECTION R321.1 P �
f • ,.:,.,..__ C".<. Z CAROLINE RD
0 1. DESIGN LIVE AND DEAD LOADS. Wnlf oLs�' o e RUIN
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MECHANICAL NOTES STAIRS. LL 40 PSF DL = 15 PSF
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' . a -..,: ' - C �... a: g O BEAU =o g0 EXPRESSWAY y mJ C9
3 5. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILDING, FIRE; "AND HANDICAP CODES DECK. LL - 50 PSF DL 15 PSF BEAVER ST ,o ,
:. _ x:it90 ,3 ,y _ .ATLANTIC 10
"D".
ff BLVD Bw
o INTO THE DESIGN AND BASE PROPOSAL FOR A COMPLETE TURN KEY PROJECT.
,. ROOF. PER TRUSS MANUF. OR 9 7 ,o
_ � I N ACOA MANUAL D . PROVIDE DUCT TESING ACCORDANCE � 3 ��
_ 1. ALL DUCT SIZING SHALL BE N ACCORDANCE W/ IN I� GRYgTAL ,,
- . - - SPRINGS y 7 TI m mO
LL - 20 PSF DL - 15 PSF SHINGLE Rp X �i
.__+'*• -. , " wn P2 Flonda Jr. Colla9e.
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ASHRAE STANDARD 152. _ _ 5 N N oN ($aut Campus) IsITE
LL - 20 PSF DL - 25 PSF - TILE -
- �. ^-..., ,�'.. ;. .... 9V U � 90 BEACH : BLVD:
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6. PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDIT 0
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DUCT LAYOUT AND ALL OTHER MECHANICAL OMPONENTS ARE SHOWN ON THE APPROVED DU
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,... . .. .. ... ..:. ... ., Sir. ..... SON 2 in v 00 �. 0 N I i
:..HORIZONTAL SURFACES TED AND
S CLEAN ALL. FLOORS.. CLEAN .ALL _ Airport °.,0 0 � ort Far da �
. A L WINDOWS AND CLAS � . ,
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INC `UDED IN THE ENERGY CALCULATION PAC GE PERFORMED BY OTHERS.
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WORKING ORDER. CONTR o EXPRESSWAY
PLUMBING AND TOILET FI ..TURES: CLEAN AND ''IN GOOD WO ,t. R
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,,.. r:,,_ ULTIMATE WIND SPEED 3 SEC.. GUSTS 130 MPH m R
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HAUL ALL RUBBISH FROM SITE ON A RE
GULAR
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SHALL H � ff ' BUILDING RISK CATEGORY II T
295 : q
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3. ALL DUCTS. &AIR HANDLERS NOT. LOCATED IN CONDITIONED SPACE SHALL BE TESTED TO BE SUBST
LL :, �G 118th ST
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FEES AND TAXES. CONTRACTOR SHALL GUARANTEE ALL
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BUILDING CATEGORY CLOSED
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SCALE F i
I E O MILES
M THE
GARAGE AND DUCTS PENETRATING THE WALLS OR :CEILINGS SEPARATING THE DWELLING FROM � o &WORKMANSHIP FREE FROM DEFECTS. FOR A PERIOD OF NOT LESS THAN ONE 1 YEAR FROM 4. DUCTS IN °
MATERIALS O R
LL_ ': DUVAL CO ° ' ' '
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UT ADOITI NA
ALL BE COMPLETED WITHOUT p L CHARGE _ _
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THE DATE OF ACCEPTANCE. CORRECT 0 y
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: R REPAIR OF ANY OTHER PHASE OF THE INSTALLATION F
ION AND SHALL INCLUDE INCLUDE REPLACEMENT 0
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: 295:. 7 TO
- $ ST AUGUSTINE
5. ALL INSULATION SPECIFICATIONS. ARE INCLUD D IN THE ENERGY CALCULATION PACKAGE PERFORMED BY 224 � GREEN D
w WHICH MAY HAVE BEEN DAMAGED THEREBY.
V-130MPH, EXPOSURE C IONWLEYA
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SHALL BE 'PERFORMED OR THE ORIGINAL APPROVED INSULATIONS SHALL BE INSTALLED.
LU 16. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE
o DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE 6. ELEVATORS SHALL BE IN ACCORDANCE WITH HE FBC 2014, 5TH ED., SECTION R321.1
3 DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS,
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- OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS
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PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF PLUMBING NOTES -
Z3 APPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO
EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION 1. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST-CLASS
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SIZE
INTERIOR ZONE (4)
END ZONE (5)
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BY THE OWNER. WORKMANLIKE MANNER. THE COMPLETE SYS EM SHALL BE FULLY OPERATIVE. V I 1 I %a L %,.p W1- j
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2. ALL EXCAVATION &BACK FILL AS REQUIRED FOR HIS PHASE OF CONSTRUCTION SHALL BE A
STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE DETERMINED Q
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20. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDESf INCLUDING SOIL APPLIED PESTICIDES,
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18. CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETION OF WORK. FREE
3. ALL WORK SHALL BE COORDINATED WITH OTHER
TRADES TO A VOID INTERFERENCE WITH THE
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PROCESS OF CONSTRUCTION.
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19. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, UNCRATING, SORTING,
4. VERIFY LOCATION, SIZE, TRAPS, INVERTS OF
ALL EXISTING UTILITIES PRIOR TO BEGINNING
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THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE CONTRACTOR.
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APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO
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PROJECT #: l SHD 1380
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Scale: J/4-=1'-0- Scale. 3/4 —1 —0 STEPSDESIGNED: KCM
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Brick Veneer Notes STARTING AT THE BASE OF THE
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eneer ties if strand wire, shall not be less in thickness than
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mortar joint, or if sheet metal, shall be not less than No. 22
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Exact Structural Specifications. Exec tion: Where the wind pressure exceeds 30 pounds per
PAN HEAD SCREWS TO FACILITATE INSPECTION.
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openings 6. APPLY BEAD OF SEALANT AT HEAD.
• 7. APPLY HEAD FLASHING.
e provided around all wall openings greater than 16 inches in 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING REVISION -2:
either dimension. Metal ties around the perimeter of openings TYVEK "OR EQUIV. TO LAY FLAT OVER HEAD
all be spaced not more than 3 feet on center and placed within FLASHING. APPLY NEW SHEATHING TAPE
12 inches of the wall opening. OVER DIAGONAL CUTS AT CORNERS.
703.7.6 Weepholes
eepholes shall be provided in the outside Wythe of masonry
walls
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b less than 3/16 inch in diameter. Weepholes shall be located
immediately above the flashing.
FLA,,_S_'HING D_VL___.7TAILS
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JOB: BUILDING UNLIMITED
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13245-4 ATLANTIC BLVD #$261
JACKSONVILLE, FL, 32225
904-472-1459
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