Plans 750 Mayport Rd 2011 addition MUL J L
U-j—
LL11
Awl
DO(*S
Nes.1 �-2,6.7&9
High X 1-3/4"Thick 00
Y-fi"*Vide X 6'-8' 0
f _\S
�A lolqL 101:2
Solid Core Birch,StAn Grade
Flusho
-y-
No.3
#Vide X 6'-811 High 1-3/4"Thick A
#
Flush� Solid Core,Birch,Stain Grade
7 4 -Z-O
No. 4
2'-6"#Vide X 6'-8"High 3( 1-3/8"Thick
Wooj LLouver,Stain Gra4e
61
No.5,
IT2,
3,-o"Vide X 7'-0" High X 1-3/4" Thick
Insuiati g Glass
Alunfi-& Impact,
H/
No.&
'V
3 -0" t ide X 6'41" High 1/3/4"Thick zoo
Metj�Solid Core, 1-1/2 itur Fire Rated
OU tP
2" X#-1/2" Metal Frame, rout Filled
FINPSHES
Z-0
_Uif
EmpWee Toilet
Hareffile Floor& Base
GWIf W011s& Ceiling
All(Mgr Spaces (P
Floors
Stain*d Concrete
GWIO Wang& Ceilings
4
Ito K 19
CA]
==-WA 4'�
j'
771
t4
X' j1'2 16--'
@
240 X92w
AREA CAL!QULATIQ_Nj
PER
operty Area: 102 ft. X 122 ft. 12444 sq. ft.
pervious AreasA
ist. B 1,449 sq. ft.
Oldin
w Addition 5 sq. t.
ist Paving 2,570 sm—ft.
4,734 sq. ft.
00-
CA
cool,
pervious CoveMSe: 38% < 70%
wertoo
CALCULATIONS
)perty Area: 12,$44 sq.ft.
L-Developmentz
ist. Bldgs� 1,449 sq. ft.
ist. Paving 2,570 %L. ft,
4,019 sq. ft.
st-Developmeft 4,734 sq. ft.
e-Developmentz, PA(.2)+IA(1)L-- 12,444-4019(.2)+4,019(l) .45
TA 12,144
T -4
st Developmentz PA(.2)+IA(l) 12,444-4734(.2)+4,7340)=.50
TA 12,444
Ita Volume: .50 .45=.05 X 12,444=622.2 sq. ft.
6U.2 sq. ft. X 9.3 =482.2 cu. ft.
12
-ovide: 481LIV....t.of Storm Water Detention on Site 'j 11-T------ -411- 'r
cc,
�ap
LRKING
got
Tices: 1/400 sq. 1-156 3 1 per 2 Employees 2 vehicles 6 SpaCft-L __-N
two
4
OMU�6 ill-,044 6,
ogels-frovidedA6
PIRIAO-JEC
MEC
DRAWING INDEX SITE AREA:
EXISTING
TROP-tC NEAV ADDI
AIR CONDITIONINGAND HEATING OTHER PA
SHEET 1 SITE PLAN
750 MAYPORTROAD FLOORPLAN IMPERV I IOl
ATLANTIC BEAC1H[q FLORIDA DOORS & FINISHES ZONING:
20 ff.- FRC
10 REA
SHEET 2 EXTERIOR ELEVATIONS 5 FT. SIDE
AN OFFICE ADDITION TO DESIGN PRESSURES
PARKING R
AN EXISTING FACILITY STRUCTURAL NOTES
LANDSCAPI
SHEET3 FOUNDATION PLAN BUIjMGN
ROOF FRAMING PLAN
0
CC&PANC
HEIGHT AN
'p F
T 0 C(
SHEET 4 BUILDING SECTION y
CODAS: FL(
DETAILS
2.
GEOR.4j, E BULL JR.
FL(
SHIE19T 5 ELECTRICAL PLAN
FL(
ARCHITECT AR0004568 AIR CONDITIONING PLAN
FL(
NOTES NAP
1800 SEVILLA BOULEVARD9 SUITE 3
F1
ATLANTIC BE CH, FLORIDA 32233
SHEET 6 GENERAL NOTES AND SCOPE 0
TEL: 904-246-44 t,.9 -FALX: 904-247-2816 % THE PROW
SPECIFICATIONS
ADDITION 4
EMAL:BU.LL-TOOL,*AOL*COM
-wo
DOOR5
Nos.l.2.#j 7& 9
3,-0"widl*X 6'-8" High X 1-3/4",Thick _V_
Flush,Soffid Core Birch,Staiiin GrWe
47 1 4_ 6
No.3
F-6—" Wi&X 61-8" High X 1-3/4"Thick
Flush,Soffid Core,Birch,Stain Grade
No. 4
F-6;wi&e X 61-8" High X 1-3/8"T*k
1 Wood Loover,Stain Grade 011
No.5
3,-0,,Wid6-X 7'-0" High x 14/0 Thick
Insulating GI
Alum. & JPPact9
JIM
VIP- No.8
Y-O"Widke X 6%8" High X 1/3/4 hick
Metal,SO#ld Core, 1-1/2 Hour F1 Rated
2"X 5-111"Metal Frame,Grout
-4
FINISIMS
EmplonLIO-ift
Hard Til*Floor a Base
GWB W*1b&Ceiling
JI-
All OtheIE'Spaccs
stained Concrete Floors
GWB Wails& Ceilings
Oal
CP
Al"
4
Am
se
---------- k4t W
Is
VIOUS SURFACE AREA CAL
4111 r
Y Area: 102 ft. X 122 ft. 12j4"sq.ft. ..................-------
ious Areas:
j
Ifl, 5 sq' ft.
Iditi6n
aving .570 s A.
2 _q_
.4,734 sq. ft.
so
fous Coverage: 38% < 70% 41 4 . —1.: A
-4
4 WATi' �ATIONS
ty Area: 12,444*q.ft.
velopment:
IldgL 1,449 sq.ft.
laving 2,570 sa. ft.
4,019 sq. ft.
6. �z C
,weloyment; 4,734 sq. ft.
velopment: LA,1.2)+1A"1 = 12A44-4019(.2) +4,019(l) =.45
TA 12,144
welopment: P-&.2)+IAU) 12,444-4734(.2)+4,7340)=.50
TA 12,444
rolume: .50- .43=.45 X 12,444 622.2 sq. ft.
622.2 *q. ft.X 9.3 482.2 cu. ft.
12
482.2 cu. ft, Storm Water Detention on Site
hic
P
�NG
11400 sq. ft. L56 3+ 1 per 2 Employees +2 vehicles 6 spaces
1 4
Providid:
404
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_-P
4.-
7W.
.....Od�._ _4"
r
sr 14.
to
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71 +T-oj r,o-
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I IFIR 1010 1111100111ANNYMEN
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10
Page I of I
FLORIDA BUILD GCOD'E,
S
STRUCTURAL NOTES AND SPECIFIC
DESIGN-P-REM-RES FOR Co PONENTS Jk CLADDING:.
loelda Building Codeg ACT9 ATIC, AWPA9 APA(Latest
1. Codeq: F
CALCULA71ONS CONF WITH ASCE 7-ff
Editi6n�)
:7-
2. Live Loos: .
Building Int6rmation Job Information Roof-.30 PSF
3;AW
Wind Velocity(mphy. 120 CalculatiM.Typr.WALLiDPENINGS
66C99, Wind Debris Zone)
Importance Factor. 1.00 jobNuosben
3. Win4oads: (120 MPH,Category
ExpowreCategory; C conspw.mw�r. CocorpftllJr
Directionality Factor�W): 0. 30 PSF
1115 sware"NWWOOM&AUL Prepand ft: Office Addition Basic Velodty Pressure:
lnternalPrmureCoe.4jW"j,+/_.:o.18 DatenUmn. 12=10 4:03:33 PM
Mean Roof Wight(ft)p 10 Client Nume: Tropic - Uplif� 30 PSF
Building Width(n): 16 Job Descripilow: An Addition to an Existing Office Facift
Building Length(it): 45
RoofSlop(x:l2): 2
Width of End Zone M'p 3 4. Materials:. =IX
10pening%lark 01walipagm-4c.. Openin idth(in) Openisgi-Iright(in) Mo%*PM.jPS4 max-PIV-s.(Pst) (Normal Weight.) 28 Days)
54 2618 -291 39000 PSI
Slabs:
T k4hwjWkw 4 2&4 _X8 Reinforcing: Fiber Mesh
TY k*Window 5 11 5 r 2&4
27.5
ExteqilbrDoor 4=1 I
5. Lum0er: Florida Building Code
thick, APA CD (Exterior Grade)
HEIGH' 6. Plywbod: 5/8 inch
Nails:,81) @ 6 inches on centers at edges and 8 inches on
centers in the field.
C4) pproved equal, hot dipped
7. Framing anchors: Simpson or a
galvanized.
15')
"L L*
f
WAL0 OF ALL kXDNG HMM
rina pressure: 2,000 PSF
8. Allowable soil Bea
1:FIT
16
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le
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FIXTURJUJ
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ELECTRICAL NOTES AN-241
1. Comply with all applicable eodes'and ordinances.
2.. Lamp all fixtures.)
A 1 3. The Electrical Contractor s6all verify the size of the existing Main Panel and
into the Building. If jrequiredq the Panel and Service shall be upgraded i
Service
for the new fixtures and eqVApment. Provide Sub-Panel as required.
4. All wiring shall be in EMT e0nduit.
5. 0 lates shall bel11100th white plastic.
utlet cover p
6. Provide 120 volt.electrical sWrvice for an under tankless hot water beater.
A - 2 ft. X 4 ft.. Surface Fluoreggent Fixture, - Lightolier- DBP2S18LS332UNVH3
w/3-F32T8 350OW9 Lamps.
B - 2 ft. X 2 ft. Surface Fluoregeent Fixture similar to A
C - Progress Recessed Can witil 1-75 watt lamp
Provide 2 Emergency Lightts
Provide.1 Exit Sign
Provide 1 Toilet Room Exb*ust Nutone QT 80
Provide New Convenience outlets
__7
4 New Telephone Outlets
T__ _7
r
TV Outlet for Cable or Satellite. Consult Owne
Provide 1
AIR C NING NQT
ONDITIO IMS
A,
N V
V
wances.
"N N
Comply with all codes-a-nd Ordi
hall provide and i taU a new Split System r
The Air Conditioning Contractors Heat fo
ng the unit for the proper
He shall be responsible-for the
the new Office Area.
nt manufacturer-
operation*of the system. Provide,gstandard warranty he equipme I-IF
and one year service warranty. V
ji lip,1//j
suall supply to the -lag Department;%.Cut!
ounu o J
-The Air Con itioning Contract
C e.
id
Analysis as required by 0e Fl6ri a energy ckd
Energy
install all new duct aknd registers.
0 Provide and
T.49
e
Provid and install a new thern.i*stat
+
7
T
A t�%i
X the
77
Wgo IM'or Louvered Door: Clear Fir or Ponderosa Pint,stdwmmd* 70"
GENERAL NOTES AND SPECIFICATIONS
AloWn unt Storefront Doors,Frames and Fixed Glam Kawneer medhad
(Gray)frantes,2 inch wide X 4-1/2 inch deep,with insulating,light glass-
SITEWQIRK a Category C,Wind Bo
total assemblies and installation shall meet the requirement of la One
Excavifift,Backfilling and Grading: Excavate to the gradles and shapes indicated on the Debris Zone.
Drawing& Backfill as required to all elevations indicated and provide clean fill for under slab and Metal Door and Frame: Provide Metal Door and Frame as indicated on the Drawings.
final grading. Door shall be Bush, 1-3/4 inch thick,solid core. The frame shall be steel formed 2 inch wide X S.
Terinik-&2tection: Provide under slab and perimeter treatment per all code requirements. 1/2 inch deep,filled with solid grout,and all anchoring as required for a 1-1/2 hour fire rating.
Mirrors: Mirror for the Employee Toilet shall be V4" polished plate glass,full width of the
Site DrAftage and Utilities: Provide fill,piping and other accessories indicated on the Site Plan. counter top and aligned with the top trim of the door.
Provide A utilities as required and indicated for the proper operation of all systems.
LandscagAnE and Irritation: Landscape by owner. Verify location of all irrigation piping with the FINISH HARDWARE All locksets and latchsets sall be lever handled with US26D finish. ProvAde
Owner pvtor to beginning construction. Irrigation shall be by the Owner. l4t2 pair of butt binges for each door. Provide closures for the following doors.Reception to
Break area,Corridor to exterior and Corridor to existing Stroage Building.
CONCRKTE
STUCCO
Formwo!:k: Form all concrete to the shapes and sizes indicated on the Drawings. Provide all
forms. Stucco: Provide scratch and brown cost over concrete block and concrete surfaces. Scratch awd
brown coat shall be compatible with the finish cost. The finish coat shall be elastomeric with
Rein&EF.be Steel: Provide all reinforcing steel indicated on the Structural Drawings. Tie and integral color. Finish of field areas shall be match the existing building.All banding shall be
install as Iftquired by all structural notes and requirements and as required by all codes. Styrofoam of sizes indicated on the drawings.Window and door surround bands shall be smovAh
sand finish. Provide expanded galvanized metal lath and stucco at the new soffits.Installation
ConcreteAl All concrete shall be 3,000 P.S.I., unless noted,and shall be of the sizes and shapes shall be in accordance with the manufacturer's standard recommendations and the Lath and
ect selected by 4he
indicated(an the Drawings. All exposed concrete shall be finished as indicated and shall be ready Plaster Institute of America.Submit samples for Archit 99 approval. Colon to be
for any additional finishes indicated in other Sections of these SpecificationL Architect/Owner.
Exposed eoncrete sidewalks shall have a light broom finish. See Structural engineering Drawings
and SpecOlcations. METAL STUDS AND DRW_YALL
MASONRY Metal Studs and Channels: Shall be galvanized,25 gage for all partitiouL All studs shall are %
inches on centers.
Block nry: Concrete units shall be standard weight arid shall be of the sizes indicated on the
Drawingk Provide galvanized masonry wall reinforcing at 16 inches on centers vertically within Drywall: Drywall shall be gypsum wallboard and shall be 1/2 inch thick standard type for the
the wall. See Structural Drawings and Specifications for required cell reinforcing. wely and 5/8 inch Type"X"on resilient furring hat channels at 24 inches for the ceiling. All
-M*, tion of paint.Drywftll
dryW& slI b4 taped and finished and sanded smooth ready for the applies
All work shall be true,plumb and level. Remove all excess mortar so as to render the wall smooth ceilings shawl**ie an"Orange Peal"finish. Provide comer beads and accessories as required Jbr
and re2dX for the application of materials and'Work required by other trades. -4he proper app#eation of the system. Installation of drywall and accessories shall be in accordqkce
w Qe n!anu 'cturer's standard recommendations. Fire caulk all penetrations through ceiliaw
METALF,
HARD TILE
Miscefl&D.Mus Metals: Provide all miscellaneops shapes and sizes including shelf angles,bolts, mende4
nuts,wasibers,and any other connecting devic required and indicated on the Drawings.All metal Underlayment.1 11�' ovlde resilient expansion underlayment over floor substrate as recom
uplift wind connectors indicated are by Simps hot dipped galvanized. by.t!*e manufac�w'-er prior to the application ofdw setting bed.
CA"EDaRY JjWgg ed tige: The setting bed shall be either mastic or cement base-as recommenj&&
by the manufa&urer for the proper application of the hard tile. Grout all joints.
RoughgjkMentry: All dimension lumber shalt be Southern Yellow Pine,Hem-fir or equal,
constructibn grade, 1200 P.S.I.or better. Lu;��_r in contact with masonry shall be pressure Ugrd Tile: Pr4vide an allowance of$10.00 per square foot installed for hard tile to be selecte4 lby
treated. Plywood shall meet all or the require*nts of the American Plywood Association for the the Architect/Owner. Submit samples for selection.
applicatifts indicated on the Drawings. All n1i0ing or connection shall be as provided or.as
indicated can the Drawings. Window StoohiProvide hard tile window stool.
Finish C*ruentry: Provide and install all sha and sizes hidicated on the Drawings. Door trim PAINTING,U&NING AND FINISHING
shall be 1 X 4 and the base shall be I X 6. Lum r shall be C Fir with eased edges on the exposed
faces Interior Drywall: Benjamin Moore primer sealer and 2 costs of satin,washable,latex interior-
M
paint.
Cabingt3M : Provide and install all Break A and Employee Toilet cabinets and tops.
L
Provide ak allowance of$2,0001or cabinetwo nstalled. Interior Doors: 'Sand and seal with 2 coats of polyurethane.
BUILDIM INSULATION, Metal Door and Metal Frame: Metal primer and two coats of high gloss oil base enamel.
Wall IffL*tion: Provide Dow or Equal sound tt insulation at the Employee Toilet and the Application and Responsibility: The painting contractor shall be responsible for sanding stud
I
partition lbetween Charlie's office and the adjait Office. preparing all surfaces including puttying all nail holes and caulking all joints prior to the
application of primers and paint.
Provide haulation/furring system, 1-1.2 inch th k insulation board system,R-7.5 or better,on
interior sWace of concrete block wall&The fu Ing strips sit 24 inches on centers shall Colors and Samples: All colors shall be selected by the Architect.
accommodate the application of the finished dil�lall.
SPECIALTIES
Roof Insn16tion: Provide an Icynene or equal, led attic system.The foam system shall be
minimum of 6 inches thick giving a factor of or better. This insulation system shall Toilet Room Accessories:
R-
be open cdl,non-combustible and shall meet th me spresid requirements of the Florida Towel Dispenser and Waste Receptacle—Wall mounted dispenser with small trash can by Owliker.
Building Code for the application used.Provide smoke test to determine if any leaks are present. Toilet Tissue Dispenser—By Owner
If so,seal &II leaks so as to render the system pe ct. Mirrors—%inch thick polished plate glass by the General Contractor.
MOISTURE PROTECTION Signs : Provide all signage indicated on the Drawings along with required Accessibility Sigmukint
the exterior handicap parking space.
Shinale R abra
opfing and Membrane: The membra under the iroofing system shall be equal to W. R.
Grace, 40 waill,"Ice and Water Shield"membra installed in accordance with the Securit
y System: By the Owner if and as required.
manufactwmr's recommendations.The asphalt position roofing shingles shall be Class A,B or
C by Elker equal and the flashing and eave d and gutter system shall be installed in PLUMBING
accordanc,*with the Florida Building Code, 120 PH, Category C,Wind Borne Debris Zone.
Comply with sit applicable codes and ordinances.
Caulking.Wd Sealants: Caulking and sealants hall be butyl or Vulkern and shall match the Provide Floor drain In Employee Toilet.
surfaces sailed. Fire caulk all piping and other netrations between floors and as required by Provide Eemax.tankless water heater.
applicable t-odes. Use special non-expandin s Toilet: White by Kohler of equal,flush tank.
gs nts around door and window installations.
Kohler lever handle faucet.
Lavatory: White drop in oval by Kohler or equal with
DOORS,XgN WS AND GLASS Break Area Sink: Single compartment stainless steel with chrome goose neck faucet with lever.
handles.
Wood IntWor Flush Doors: Birch faces,stain grade, 1-3/4 inch thick.
AV