HomeMy WebLinkAboutBUILDING PLAN PAGE 15-29OEM
M
i
SITE SET-UP'
Temporary $Mhftmry facility shall be maintained on site
5TFUCTUKAL STEEL
durlhe construction.
Contractor Shall review Jr6WIh0fi And On site Cohditlohoi, prior to
5tructurml Steel shall conform to the latest "Wore of
A15C specifications for the design, fabrication and
permittlhe and Start of construction.
erection of structural steel and A5TM A-36, latest edition.
AdJltlohSlly, Contractor shall verify location of electric, telephone.
water, Oas & sahitmry sower service prior to start of comtructich.
All field wales shall be repalmteal wl two coats of rust
If the contractor believes he has allocoverad errors andlor ommlsolohe
Inhibitime pmInt of the sAnic brand and type MIS the shop cost.
In the Construction Documents. he shall notify the Architect In writing
FFE-ENGINEEKED 5TRUCTUXE
for cisrif(catfoh before PrOCO"Ihe with any work. If the contractor
The Intermediate f ramee. roof purlins and f rmmInO Shall
falls to give such notice & obtain written clarification, he shall be
be components of a prc-amofmccrad bullolne structural
responsible for such OM[rSloh(rp) and for the cost of rectlfyfhe same.
system rated for F15C 130 mph Exposure "C". MAMUfACtUrar shall
supply Structural drmwImo6 prepared. 610ma xnJ Impression
Contractor Shall furmlsh or provide equipment. OpOrAtfOhO, labor
sealed by x Florida licamced structural oneincer.
materials, maccarpary to perform and complete the Froject.
MISC. METALS
Work shall be dome In accordance with applicable local, state &federal
Supply miscellaneous metals as required to complete
bUllellhe and Saftey codes and WIth Manufacturer's publishod Instructions.
Structure mmd other components.
WAKIZZANTEE
METAL STUDS
Contractor shall provide owner with a full year warrants& on The
UhI60S otherwise noted on I'tarx, wait studo shelf be ?5
Chtfrety of -the completed Improvements and adcIlt(OMS 11otWIth6tahAIhg
emee and lareer Aluminized steel Stud and track system.
warrahtcos Issued upon Individual Components by manufacturers or sub-
INSULATION
contractors.
WAII insulation Shall be fully scaled X19 Fiberalso bstts.
The 1 year period bCelhts at date of acceptance by Jurisdiction.
Walls & roof of metal Structure Shall be IhOUtAtCal with either
3' or 6" Ylhyl faced I'llberolms bAtt IMOUIStlOh - locate AS Shown
SOIL
on Drawings.
- Clear the build(no area of trace. roots oreamfoo and
other deleterious materials.
C6111MOO Over 0OhJItIOHCJ spaces with suspended scoustic ceflino
- 5ackfill with selected granular material In 15" rnA)dmum
shmIl be Insulated with K-30 Fiberelas bmt;to.
lifts Are! compact to A Minimum OlChffltY Of 95% per A5TM
Dullefrio roof Insulation shall be shall be 3" vinyl faccal Filborelas
0-1557.
bmtto .
Areas that Are ro-excavatedl for foundation Installation
OYF'SUM PLASTER FIKE 5FKAY
611AII 176 tested And OAVOfy A min. 95% Modified rroctor
UL Design #U-703 - min. 26 gnee OsIv. stoof 'facing units" w/ 11/2'
density.
flutes at 6" o.c.. WF ORACE "MOhOkotd TYtp0 MK-6" spray applied
Allowoble Oros& soft pressure for foundation design (a
fireprooffne plxoter.
2500 pof And shall 5a verified by An Independent tddtfhO
IZOOFINO
IsbrmTory.
- USA 5X panel 2ro exec overlap system Gmlvmlurne screw-
CONCIZETE
down 15yatom
COMOrdtd Shall develop A Minimum stremeth of 3000 pat
- Install per Manufacturer's F5C 140 mph 3-66COhol WlhJZotld
at za days. Concrete ahAll be really MIX614 per ASTM C-24.
acc6ptamoo,
ZEINFOP-GINO
METAL WALL 5Y5TEM
Raimforolmo Stoat Shall be d6fOrMOd. HOW billet Steel in
socordamce w/ ASTM A-615. Grade 60 atiol dotsf(ad par
USA 51`1 painted 26 exec "(3alvalume" overlap wall system shall be
AC 1315.
ImetmIlad! per Manufacturer's F15C 140 mph 3-second burst Acceptance
splices ohmR be shall be In xcoorclance w/ Chapter 7 of
for the product. All GOMPOhdMtr, Shelf be a part of A efrialo manufAct-
urer's system.
ACI-316, w/ a mso� splice of 4a bar ellsimeters,
WINDOWS
Aluminum storefront WihJOWV Shall be I 3/4"X4' White PoWderCoxt
flhlbh w/ 'Low E" frifulsted. grey tin elaZine. All fasteners shall be
BtAW668 Ote4l, OP&Cfhe ate raA'd for 140 mph F5C winalzone.
Install W/rnlh. faetchor opmcfna & per Details on these DrAwlhoo.
HAXDWAKE
Froducto Imetalled for this Project shall be brand. line &fIr1fah per
IlOtIMO below. Contractor to oubtrat (4) copies of HmrAwmro Schedule
prepared by am Architectural HmrAwmro Conoultmnt for review its
Shop Drawings before rolesalmg material.
Whose HAOcr
E>dt Devices Von Duprin
LocIte, Latchoo, ll)aadbolts Smroeht
Cylinders LCN
Clovers Ives (Type 316 55)
Fush, pull or mop plates [Yee
Flush bolts. floor & wall Stops remko oremkotao
Throseholde
Lookeets shall be SAreent 6500 [Inc. ADA favor handle 26D dull
chrome finish.
CAULKINO
Extarlor coAlmmt. @hall be TXEMC0 "Mono". MO substitution.
C)()()z5
Extorfor Doors - Hollow Metal - G-roO OmIv. steel 1ro Omeo
Insulmteel door & f rame.
Interior Doors - Solid Core birch vamaer flush panel doors
in HM frames.
CEKAmicnLE
Cor&Nc t9a at entry & �sths shall be Cro"Ala Cor&mIc# croseme v x &, careatic
moamlc. GraAe 2 ceor, earwiad erout� Install par Mal & Tito Couw
Of AMUM 4CW0 W1 thIr04V.
ADA SIONAriE
rrovide ADA compliant slone for 911 SPOCCO, 1h,4109tihe Equipment
Koome, Offices, Accessible Ke6trooms and c>dt routes. Mount per
APAG requirements on lock side of doors at 5'0" AFF.
FAINTIN0 SCHEDULE
Faint ohmU be first ormole products of Dcmjmrnmn Pxfmt Co.
Imtorlor Drywall
lerimer
(11' ; cost Interior Oracle latax Arywmil primer
(2) two full coats matte Imtex
Interior wood trim
�1) oeml-Oloas latex primer
2) full costs el000 m1kyellixtex
Interior wood doors
(3) cost* full Olove PolyurethAme off 5mooel varnish
Frovide ADA compliant afgrI6 for all spaces, ImJlcatlhg Equipment
Koomo. Offices. Accessible lZastroome And cAt routco. Mount per
ADAG requirements On lock side of doors at 51 01' AFF.
I'LUM151NO NOTE5
contractor shall connect sanitary outfall to permitted Sanitary
service point per Civil Emolhocrime Construction Documents.
Materials
1. Sanitary Waste - rVC
2. 15clow grade supply - Type "K" soft copper.
3. Above grade oupply - Type "L" Held copper, sweated & flaneed.
I'lurnblme system shaill meet all requirements of the FDC "Mcch-
ahical Code". Florida ADA and local requiremchte. Provide all
FermIto and Inspections its
required.
ELECTFICAL NOTES
Electrical lhiltallatfoh6 And equipment $Hall be In Accordance W1 the
raquirdrnChtts, of the late" eJItIon of the NEC (NFPA #70) as
Amonded, and all local and state codes In force at the time of
Construction.
Contractor shall makeflhal arrangements for electrical and tale -
Phone Service.
Verify transformer location and service poIntsfor utliftles prforto blds.
Provide all necessary Permits- All material shmil be UL approved & labeled.
0rouhal system In mccorelmnce w/ Article 250 NEC.
ramellsomrds and loadconters Shall be Square D. ITE or approved equal.
Provide a typewritten directory for each pahelboard.
RACCWAY - All Conduit Shall be EMT
Outlet boxes shot[ omlv. steel for gang size required. sectional boyzs
Will hot be Acceptable. rrovide oversize boyzr, & covers If required
to provide NEC wire clearance. Covers Shall be Type
316 65 w/ Type 316 55 screws.
Outlets chat[ be mount" " 16" AFF, Switches at 3' 8"
All out;Icts shelf hWVC a bOhdael ground with An actual copper
ground wire to the amlets
llroje.;.oct Notco:
.............. ...... ........ ....... -- .............. I .......... ........ ......... ..... .
L
Covcr
Frojcct Notco
A-1
5ui[,�ime Elcvatlome
A-2
Fouticiatfom Plah
A-3
Floor Marl
A-4
Wall 5cctiorlo
A-5
Door & Wim,�ow Dctaf[o
V-1
HVAC Plam
P- I
mcchanical plati
E -1 Fowcr Flam, Pamcl�oarei & Loaci Calc's.
E-2 L1,31-itime Flarl & Fixturc 5chcAulc
ST LUCIE COM 1,
PLAN REVW I
7
ELEC. I
DATE"I
PLUNIE
DATE: &
MECIlt
DATE:
North E[cvatfoti
0011DIR (DIDWEPILO�LMOIR
- Ftorl" 151.1flellhe Code 2004 edition as amended - Project Address - 5t. Lucle County 111terflatfOlIal Airport
- 130 mph - Exposure "C" - Project Name - Hanear WW-1
F15C TaWe 503 I)ata - Allowal;te Areas F13C 130 mph - Exposure "C"
00CLIP00y - Office / NFFA 408 - Type 11 Aircraft Hamear Duflelfrie Ocefamed as - main structure - ChCIO5CJ
Type of Construction - 1115 - Unprotected, unepr(nklered ASCE Catcoory 3 (Ihdurtrfa[) CONCEALEO
AllowaWe - One 5tory hahear max. area = 12,000 S.f. Exposure "C" ARE TH
AllowaWe - Four 5tory ma)L area = 23,000 s.f. each Importamce Factor 1.0 CM
Actual Areas - Mean �uflclfho hefoht = 34'
Aircraft Harlear 12,000 s.f. Overhahe = 0' 0" Roof Pitch 1/12
Four hour f Ire rated f Ire separation Internal Pressure Cocfficfent = 1.18
Off foe / Work Area = 2,000 s.f.
compomchts & GW�fmo
Mark
Product
Model #
Manufacturer
F% ImpKI;
Attachment
Froduct Free e
5W
HIA door & fram
Dominion Dixe. rrod.
Yoe
31&'x bolto to str. frame Art 12" o.c.
46.9
1(-)63.0
OH colline door
Wjqrz DAlton D5-350 (MO OubstftWon)
Yee
1/24 thru bolts to otr. frame at 12" o.c.
43.5
(-)51.7
Aircraft door$
�y bullallme "nufacturor
Yee
For PoAlad emolmearine details
43.5
(-)63.0
Alun S.F. & Doors
Serled 4000
Arch Alum
No
For @data chalmoorlme datalls,
Za.*
(-)63.0
lZooffria
Ithru-fAstoW
UnfW5tr.ofMWIcA
Yee
43.5
055-4
WAII l"ShOld
5r
MW Str. of America
Yoe
#tZW#0rdW0 01V0,0- WZN1d5,gFQ-*.d(W*Iwo
43.5
(-) 55-*
51huttars
.036"
ForrLm Mfg.
Yee
111*4 x stud * to svr. f ranno Art em O.C.
46.9
"I have reviewed the A170VO Components & 010[Aellno & have approveJ their Use In the structure to provicle sAcqua-te resistance to
the Wind loads & f orces opcolf led �y current Code provisions,"
3 � -!-> ')
Johm M. Foster - Architect - FlorlAA Licamoa, 05511
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PE P S AND ALL PROPOSED WORK
3 E SUBJECT TO ANY CORRECTIONS -4
kh L L QMIREb
BY FIELD INSPECTORS THAT
JY Be NECESSARY IN ORDER TO
LL. r
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.......... 11 ............. ............. ....... .... .... .................
L 10
H,s�fi,g,eir WW-1
VAN
IL
5t,� Lucflf /�Ldrport 5t, Luciff Gou�ity, Flori,�,-og
WINDOWS
Aluminum storefront Mildews shall be I 5/4"x4" white powelercost
finish w/ "Low V Insulated, erey timt elazirs. All faetchers shall be
stainless Steel, SPMCIhs As roq'J for 140 rmph F15C witlezahs.
SITE SET-Ull
IhAt*Il w/rmfm. fastemer spacing & per Details on those Drawimse.
Temporary sanitary facility shall be MOntafflOd on $Ito
clurlhe corstructloh.
5TKUCTUKAL STEEL
HAXDWAXE
rroducts Imstalled for this project shall be bramd, title & finish per
Contractor shall review drawing$ and on Site Conditions prior to
Structural Steel shall cohforrm to the latest ciftlams of
Ifetno below. Comtractor to ouOrnit (4) copies of Hardware Schedule
parmlittimo and start of cometructiom.
AISC SPOCIf ICAVOMO for the 410910h, fa�rfcstlom and
prepared by am Architectural Hardware Comoultamt; for review as
A IdItlomally, contractor shall verify locatlom of electric, tolophors.
erection of structural steel amel A5TM A-36, latest edition.
Shop DraW111106 before roleselma material.
water, see & samitary sewer service prior to start of CohtrUCtfOtl.
All flold welds shall be repainted w/ two Comte of rust
Hitless Hmeer
If the contractor believes he has discovered orrorm and/or OMMI66fOrsi
IhImbitimo point of the same brand Mild type as the shop coat.
Exit Devices Vom Duprim
Locke, Latches, /Vem4olto 511rectit
In the Construction Documents, he shall notify the Architect In writille
IPIZE-EN01NEEXED STFUCTUIZE
Cylinders LCN
for clarification before proccedime with shy work. If the comtrmctor
The intermediate frames, roof PLIHIMS And frMillne shall
Clovers Ives (Type 316 55)
falls to elve ouch notice & obtain Written clarification, he shall be
be components of a pre-emolmeared Ouflellme structural
system rated for F15C 130 mph Exposure "C". Manufacturer shall
rush, put( or mop plates Ives
raspotislWo for such ornisoloh(a) shot for the cost of rectify1me same.
structural drawnile prepared, stoned and Impression
Flush bolts, floor & wall stop@ Fommko "Formleote"
Comtractor shall furnish or provide equipment, oporatiome, labor &
:upply
emleal
by a Florida licensed etructwrol orsilmeer.
Thromeholds
rnaterials, mocessary to perforrm and complete the rroject,
MISC. METALS
Locksato shall be Saritcht 6500 [(mc, ADA lever handle ZGD dull
Work shall be done in accordance with applicable Coal, state: & federal
Supply rnfacellmmeous mletmle as roolufroci to complete
chromme finish,
Ivullelime Amd eaftey codes And with Mamufacture?"O PUbIlelled Instruction*.
structure and other components.
CAULKING
WAKKANTEE
METALSTUDS
Exterior sealmilt shall be TXEMCo "Memo", no substitution.
Con -tractor shall provide owner with a full year warrantoo on the
Umteoe otherwise moted on loams, wait studs shall be 25
DOCKS
omtIroty of the completed Improvements mild AcUltiollo r1otWIth6tAMAih0
emoe and Imreor Aluminized stool stud and track system.
Exterfor Doors - Hollow Metal - 0-60 omlv. steel 16 ease
warramtses Issued upon Imclividual compoileelts by manufacturers or sul:;-
INSULATION
Irtsulmteel door & f rams.
Contractors.
Wall Imoulatiom shall be fully scaled X-19 FlIverolas bmtts.
Interior Doors - Sollel Core birch veneer flush panel doors
The I year Period booths at date of Acceptance by Jurisdiction.
Wells & roof of metal structure shall be lmsulmteel with either
In HM frames.
3" or G` vinyl faced F$arolms batt Imoulatiom - [costs me shown
SOIL
on DrAWfhs9.
CERAMIC TILE
- Clear the Oullsilme ArOA of treas. roots oroAmics *hot
other deleterious mnaterfAls.
Coftimse over comelftered spaces with suspended acoustic oellims
Gormmic Vic at; chtry & Oaths small Oe Crossville Ceramics ACr*vst1ld'Vx 6" ceramic
mooslo, Orado 2 color, SM110leA erOLM InstAll per 95GCl &Tile Coumoll
NIF1001,10thinooV.
- 5mckffII with 6616CtOd OrShUtAr mriAtorlml in 15" rmmxfrnum
shall be 1hoUlMtOd with K-30 I'llOoralso batte.
of Amoricadatmilow/
[if -to end compact to a mfmfmurn domalty of 95% per ASTM
5ullolme roof Imoulatiom shall be shall be a' vimyl faced Fberelso
ADA SIGNAGE
P-1557.
Aroma that are for foundation 1118tallatfOM
�Atte.
OYrSUM FLASTER FIFE SfKAY
rrovide ADA cormplietit 610116 for All SPACCO, ihcIICAtImg Equipment
Koorms, Offices, Aocees101e Itestroorms
Mount
rd-dXCAVAt0d
small be tested Amcl satlefy 4 Min. 95% Mosiffled loroctor
UL Poston #U-703 - rmlh. 26 gaoo omlv. steel "facliltil unit@" w/ 11/2"
mild CAt routcel. per
ADAG requirements on lock aide of doors at 5'0" AFF.
Admolty.
flutes at a'o,c., WK (9KAGE "Momokate Tytpe MK-G` spray applied
FAINTIN0 SCHEDULE
Atlowmigic orose @oft pressure for foundation olesfom to
fireprooffmo p1moter.
Pmfmt shall be first Oracle products of l5amimniam lomirmt; Co. .
2500 pof and 04 be verfflodl by am independent teatime
KOOFINO
tAbrAtory.
- USA SX Panel 26 sags overtop system e3mlvalumne screw-
Interior Drywall
CONCZETE
Concrete shall develop a rnfrilmurn stramoth of 3000 pol
down systern
- Imstall per Mamufacturer's FIX 140 rnph 3-secomal WfMdZohe
Isrimer
(1) coat interior orsda latex olrywmtt prinlor
at 2& says. Concrete shall Ito ready rmixed per A5TM C-24.
scrOptAhce.
(2) two f ul I Comte MAtte latex
KEINFORCING
METAL WALL SYSTEM
Interior wood trImm
iteftiforchig steel shall be Aeform", mew billet steel In
aocorolmmca w/ ASTM A-615. Grade 60 shot cletmited per
USA 511 pmlhtM 26 emoe "Omlvalurne" overlap wall system shall be
(1) vernf-oloss, latex primmer
(2) full costs AlleyVlatex
AC 1315.
Installed per Manufacturer's FDC 140 mph 3-secotid burst mcceptamce
eloss
5plicee shall be shall be In mccordamos wl Chapter 7 of
for the product. All COMPOrahtS shall be a part of a ofmille rnmmufmot-
urer's system.
Interior woosi doors
ACI-31&, w/ a max. splice of 48 bar dimmeters,
(3) Costs full 01086 Po[Yurothshe oft based varnish
Provide ADA COMPUCht 910115 for All SPACCO, lholfcatIflo Equipment
Koorms, Offices, Accessible Kestroorms and exit routes. Moumt per
ADAO rdqUIrCMdht6 on took side of doors at 60" AFF.
FLUM51NO NOTE$
Contractor shall Correct sanitary outfail to permitted samitary
service polmt per Civil Emelmserlhe Construction Docurnomte,
Materials
1. sanitary Waste - rVC
2. 15clow Oracle supply - Type "K" soft copper,
3. Above Oracle supply - Type V' Hold copper, sweated & flamoa.
rlurrbfho system shall most all requIrernoilts of the F5C "Mech-
ahical Codo". Florl" ADA and local requirenromts. Provide all
r6rhmItS Reld Inspections 20
requIrev.
ELECTRICAL NOTES
Electrical Installations and equipment shall be In accoreamcd w/ the
requiremnomts of the latest edition of the NEC (NFIIA #70) as
arldrided, and oil local shot state codes In force sit the tirne of
cohetructlom,
Contractor shall Make ffhMI arrAhsanlelitf, for electrical and told -
phone service.
VCrIfY transformer location amd service points for utilitfes prior to Was.
rrovide all necessary pormitr. All material shall be UL approved & labeled.
OrOUhd OYStOrm In mccordmmcc w/ Article 250 NEC.
rmmcl�osrds mild loadochters shall be Square D, ITE or approved equal.
rrov[Ac a typewritten directory for each pamelboard.
Xaceway - all conduit shall be EMT
Outlet boxes shall esiv. steel for sails size required, Section&[ boxes
wfil hot be Acceptable. Provide oversize boxes & covers if required
to provide NEC wire clearstlGo. Covers shall be Type
316 55 w/ Type 316 55 screws.
Outlets shall be moutitod at 1&'AFF� Switches at 3'6"
All outlets shall have a �omcled oroutlel with am actual copper
oroumd wire to the outlets
FrojccoLt. Notco:
5 H C C t I �1 C!M; X
Cover Project Notes
A-1 l5ufl,�ime Elcvatlorls
A-2 Foumelatiom Plan
A-3 Floor Plan
A-4 Wall 5cctiotle
A-5 Door & Wfmdow Dctallry
V-1 HVAC Flali
F-1 Flum�ime Flati
E-1 Power Mar, Famcl�oard & Loaci Calc'e.
E-2 Llehtiri,3 Mail & Fixture 5chcdu[c
ST. LUCIE COLIN'TY FIRE DISTRICT
REVIENNTD FOR CONIPLIA-NLCE
SUBJECT T��LDJNSPIICT19NS
SEE ATT.A, C IDRPJ
I
-V1 '0
REVIEN EDT
DATE:
I INIHMd 11 North Ectvatioll
(COXID11D DI 000 IDS Ell' 114 11 M COME
APLi
- Florida t5uf[dfrto Code 2004 edition as annerlded
- Project Address - St. Lucie County International Airport
- 130 mph - Exposure "C"
- Project Name - HameAr WW-1
F15C Table, 503 Data - Allowable Areas
F15C 130 niph - Expoeurc "C"
Occupancy - Off foe / NFFA 409 - Oroup Ill Aircraft Hanear
l5ulldlno Desfelled as - main Structure ChOloSed
Type of Construction - 115 - Unprotected, uner4nkIt�ed,
-
ro
A5CE Catcoory 3 (ImAustrfa[)
A[[owaWe - Orls5tory harlear max. area =1-2',000 s.f.
Exposure "C"
Allowable - Four Story max. area = 23,000 o.f. each
Importance Factor 1.0
CONCEA41) FASTENEMS OM A T
Mean buf[dine hefoht = 34'
ARE THE RESPONSIBILIT) C
Actual Areao -
CONTRACTOR OF REC
Aircraft Hahear 12,000 e.f.
Overharto = 0' 0" Koof Fitch 1/12
Four hour fire rated f Ire separation
Imtertial Pressure Coefficient = 1.16
Off foe / Work Area = 2,000 e.f.
Cornpotictits & Cla�Aio
Mark
Product
Model #
Manufacturer
F5C Impact
Attachment
sm
HIM door Prame
Dominion DIA'S. Prod.
yes
3/0"X bolts to otr. frame At 121,
4a-9
1(-) 65.0
70.0
070.0
OH coillhe door
Wipe Moh M350 (110 sul7stftutfom)
Yee
.0.0.
1/2" thru bolts to str. frame At 1211 0-0-
43.5
(-)51.7
76.1
(-) 76.1
Aircraft doors
17y 17UHA1110 Mfilhufmoturer
Yee
fOr sealed 01101MOdritle detalig
43.5
(-)63.0
43.5
(-)109.7
Alum. V. & Doors
serfas 4000
Arch Alum.
No
Iler samleol atieftleartme sletalls
26.4
(-)03,0
70.0
(-)70.0
Koof Ithe
thrti-fAStolle-d
UhIted Stir. of Amorlca
Yee
#26D screws a Fac Zone 56 6, o.o. elsewhere
4,3.5
(-)55.4
+3.5
J09.7
Wall rXI1019
sip
UhIted Stir. of America
Yes
#1M wrows 0 FOC Zone 5. G" o.G. elsewhere
43.5
(-)55.4
43.5
(-)109.7
Shutters
.036"
Yns
V4 -As to str. f rams at Wo.o.
40-9
063-6
75.0
(.)70,0
I have reviewed the AlbOV6 00Mp0hCl1tS & Claddlhe & have, approved their U90 In thd structure to provide adequate resistance to
the Wind loads &forces specif fed by current code provisions,"
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FL
+21
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projected eal;,tc emd
12"flaehfmo umier
sl4me pamele
metal trim,
roof pamels
0alv. chafm lfmk
emclosure W/
locklhe eate
a(r corrip.
choloeure
fold closure w/ (2) pop rivets &
TIZEMCO "Moho" cau(kfmo th fold
CXtetld 0aWC Chd
over doors
slope to exterior - check for
p0heilhe or leaks 0 cormars
21/21, prior to 5F Imstallatloh
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"M oho" 01" 010
l to e� r to r -
e
ope
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pri or to '5 IIJr
F 't
aircraft door
support
24 oaee Galvatume offl
�alVa
f lashime to match wall
ji Ch
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f al;trfcate to match each
opchihe
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wall pamt:16
0 Extcrlor Alum. 5torefront
24 oaeC PalhtCd GalVaIUMC
outter �racc wl (2) #14 x
it, sc[f-tapplme screws to
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10 5chcdulc
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-re
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0 N
uttcr 5racc
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projected eal�tc Chd
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door support
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metal trim, roof & wall pancle
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oravity vcmts
90111111WIN
Iro, wide x �
door pamel
autter & P5
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--7 ---------------------------------- 19 -------- — ------------------------------ W ---------------------------------- 19 ----------------------- — ------- I
oravity verite
fixed alum,
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across
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CONCEALED FASTENERS OR ATTACHMEMT A
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THES.Fmaximum f WSH hCloht Of rid fA.NSANDALLPRO
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ECTORS THAT.
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COMPLY IN ORDER To
Aircraft door head N
4PPL'CABLE COU W C�-
I Cave LU
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TOR OF RECOno
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1' G" x V 6" x L
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N/A
run F-1 5tM thru other ft�5
12' anchor Mts 0 entry canopy
F-2
4 ' 0" square x 3' 4" t
# 5's at 8" o.c. i;oth ways, top & �ottorn
3' (Y
F-3
31 0`1 square x 2' 4" t
#5's at 8" o.c. 1;oth ways. �ottom
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F-4
1 7' 0" square x 4' 10" t
# 5's at b" o.c. 5oth ways, top & 5ottom
31 1011
F-5
ro' 0" square x 4' 10" t
#66 at ei" C.C. both WAYS, �Ottorn
3' 10"
F-ro-
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#51s at all c.c. �oth ways, top & l;ottom
31101,
F-7
6' O"w x 6' 0" x 21 ro"
#51r, at 8" o.c. 1;oth ways, top & �ottorn
21 (Y'
F-a
5' 0.... sjuarc x 2' 6" t
#5's at 8" o.c. �oth ways, top & �ottorn
21 P"
aircraft Joor tracks in footing
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6' G" square x 4' 4" t
#5's at 8" ox. �oth ways, top & �ottorn
V ro"
F-10
1 4' O"w x 24" x L
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Steel 'YaClhe Lielitf," W/ 11/2"
flutes at Go' o.c., 2 5/6" min.
thickness WK GIZACE "Who-
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seat from floor to roof dock.
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rat -ad partetich
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mom 6" & smaller
UK 40 PVC pipe
L L 0
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fa
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b
double *rrernotopW6" lmturn-
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both ordes of wall
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0
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r: L Q
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X LX X 43
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orab bar
dimem slohs I I a
steel coumter
relmforofelO
erab bars
�TF' holder 25"
,fromi-carwall
accessible lav,
AJD_A��.L61�
Ewater closet
veA
if roll
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31 roof
Poor 5chc�ulc.
Mark
Size
Thickness
Door MaO.
Frame
I, e. ma r k s
1
1100276
8 19
Steel
Steel
FOC W * EV. V kft-i* rcollng arcraft floor
2
3068
13/411
HM
HM
1houist" HM daly. Awr & frerria. UL on, &&0* lock
3
3070
13/4rl
Alum 5F
SF
rullwolitc Push low. ovot Nnw, kAbolt. XN surfses, dow
4
30rob
13/4'f
HM
HM
Inatat" HW Ov. floor & frsrrv� UL at, AmAoft loc� LCN slow
5
100100
21,
OH coilleig
Steel
NmWlt WL Vzfwa ma throwAock. chalm operstor
ro
100100
211
OH collime
Steel
Deeldvit loct surf'sce wt4 throw/lack. chalm operator
7
W70
1 3/411
HM
HM
holstail HM #*. Aolor & firsoroe, LL cdt, de&A'Oet Wck
wea
13/4!'
HM
HM
invoistail HM Oy. Aw & fr&YA L)L odt, Amdocoet Lack
30roef
13/6'
Flush birch
HM
lvzpr Wmess. UL Udoal ADA closer
10
W66
13/6"
Flush birch
HM
I V2 pr h1mon, W X 30" UvroperM lita, UL Wei ADA cilow
11
W66
13/811
Flush birch
HM
1 V2 pr Fdrien,pum & Idek P�ezas, UL L&W ADA doossr
12
3066
13/6"
Flush birch
HM
1 V2 pr Wr4ae, 20'x 3W toripsored lits, UL Label ADA clowfor
13
3066
13/6"
Flush birch
HM
I V2 por Wells, 20'x W teropered teta� U1. Wet ADA dow
iler
3068
13/6 11
Flush birch
HM
I V2 P, IdWs.pu" & Veit ploiteel. VL Lalooll ADA cilow
15
3070
13/4 to
HM
HM
3 hour tire retail Awr & hhw. AND 3 how witom4k roll Awn shutter
16
3070
1 W411
H M
H M
3 heur firs rctelliloor & Moor. AW 3 how autoffuitle roll Aswof Mutter
17
M 3070
13/4"
H M
HM
3 how fire raW Acar & h4w. AND 3 hour &94ffjtk roll Amn Mutter
18
FX 4060
13/411
H M
HM
3 hour fire retell foloor & h&. AND 3 h" suttematic roll Amol Mutter
is
3066
13/6'
HM
HM
i how Lx rea Aw & N= - i vz pr *^psio & m �" uL L4d ADA eow
20
4060+-
3/41,
Chaim 11rik
steel
Verify *"me ofze - Odor. steel harsloward & Wiund low
F1, 1, 1, 0 h 5chc�ulc
AKEA
FLOOK
I5A5E
WALL.5
I CEILING
CeIllne Ht.
Notee
Lol��y
Vimyl Tile
VfhY[ *
PIW
Acoustic
10'0"
Offices 1, 2, 3
Carpet
V(hYl *
01W
Acoustic
101011
Library
Carpet
Vft'Yl *
PIW
Acoustic
10'0"
M & W
Ceramic Tile
Cer Tile
PIW
01W
31011
Shop
Epoxy
VlhY[
1)1W
VIhyI IhS.
Varle
Nork Arca
Epoxy
N/A
PIW
V!HYI Ins.
9
Varies
'Aircraft Hahear
Epoxy
N/A
Meta[
I VihYl IhS,
Hom HA raoT, pl�itfom &
6011tIM1,101.15 lChoth Vlhyl �866 (t;yp)
wjhi�ow 50hc�U[c
0 - ral of, w x 4' 8" h f Ixed 13/4" x 4" alum. storef roht w/ V
hOM. "Low-V Ihsu[atcA reflective orey g[azliie.
F5C 2004- -1,30 mph - Exposure "C"
MOM 011
L
L
+1
L
Z
403
J
I
1 04
2)
V,
4.5 d)
z
< iL
L
�R
L
�i L
IL 0
0
IL 3
r
lu
no
, -Isx,
Opy
............ I ................ I ...................... I ......................................... ................... .... .... .. .. ..............
311 Vinyl faced
eable and Fiberelae ins
trim eabli: Ord bcarm
ChdW*II Column
amale Clips to
purtims at 4' ox. min.
wall airts
3" vinyl faced
FIberelas Ins,
121 all
top of bearn
licit
a Cava
ealvalume outte
& downspouts
3 vinyl faced
FIberelas ths.
Insulation
9-11 fterolas
insulation
>< YYYYYYYY I I all
>< Off 10C 0611(he
stic calif a
scou h$e
1/2" PIW On 15/6" X
3 5/6111 25 gaea ealv,
>-� steel etude at, V Oil O.C.
391 Vinyl faced
F(berolas In$
K-11 Fiberlas the,
E I
Partial 5ccvoti Daocolrn. A/A-4
ports[ frarna
beyond
16
y
suspemelcal acoustic ccftfmo
Off ice
trim out Col. w/
DIW vcrt. to 7' 0" AFF
it Je
all Ilzit Ofrt ,
metal F0011rig
system
ahold ClIPS to
purling At, 5' O.C. Mfll-
X-18 Ffberelag fhg. -
In wall stab to roof
?,-19 f lborelao
Insulation -iZ—
1/2" D/W colilmo On
mom. 2x4 esiv. stule
at
....................................... I ........................
12
5
.............................................................. I ...........
trahOlU5CCHt aWMfMO
Z 7-1-77
01 //N //N
rF�
K A -_4,
engineered alum. awtifne frarric - 6061-T-ro
alloy - hcif-arc walded, fasten to top of C015.
w. min (4) 3/6" x ro" Stainless steel amchor
bolts cast Into top of comc. Col.
at 0 11
3000 psi F11;iormosh reinforced Como.
Slab On treated, COMPACtOid Clean Sand fill
elope out; V from CL
AL
3 11
VfhYI faced a it UZI
Ffl:icrelas
Insulation
M A IVWIIIIU
system
beam IZ-19 f I berilas
fhSUIatI0M
y A Y Y
Office &EmtrycCiline
5hop
Off ice
Intermediate
bcim
yyyy\�/
,/� J\- /� � /
suspended acoustic ocIllme
Off ice
3" vinyl faced
Fibcrelas
Insulation
?,-19 f1l:;crelar,
IM5Ulatf0h �
(yyy y
y y
1/2" P/W ori OsIv. "hat channels
91) 2' 0" ox.- extend D/W & f uri
G" above finish cell(me
.......... ......................................
..................... .... ........ - ........... .......................
Galvalume roof pamals
..... ; .............
L
proffmished
E
outter & P5
L L g V
3 VIMY, faced
X q 3 L
Fll;lcrolms battv,-
43 .a
gLp ID
Insulation
0 1)
431) a
L r 43
rx q_j:
cave strut
9 �
E
:3 >1
L. OX Ob
43.0 4P ;,,
I p.0 ID
r qjx
U (j L
<
>I k )� ?a,
0
L
4) L, 0
L r
L
IL 0
L ID X
00
1. L ID
L
Intermediate trame
SL 0 ID
X Lr 0 0
1143 U <
proffmighed 0AIVAIIUMIC Wall Panels
4 hour rated walls - UL Deslem #U-
703 - ml m. 26 Osee gaiv. steel 'If ACIMO
units" w/ 11/2" flutes at 6" ox., 2 5/8'
min. thickness WX OIZACE "Momokota
Tytpe MK-6 Spray applied fire-
proofing plaster. Seat from floor
to roof deck.
horz. "Z"
purlim at flashime
2
ID
a
weatherproof wall flaghtme -
out exist. wall pamjc[r, & Install
min. 6" up behind them
seat wait to roof deck
add wail Oirt 0 roof line
Intermediate
frame
Aircraft
Harle'ar
THESE PLANS AND ALL PROPOSED WORK
�. ARE SUBJECT TO ANY CORRECTIONS �j
if lht�crmc avc ramc 'REQUIRED BY FIELD INSPECTORS THAT'
_,*��hom. ZX4 eallit.
mom. ZX4 eaIV. MAY BE NECESSARY IN ORDER TO 4_4
Studs W/ 1/2" P/W Studs W/ 1/2" D/W
_�LIWITH ALL APPLICABLE CODES. -
each side, extend
each Side, add FZ-11 1Z
ro above f1h. cellime
Ff�crelss batt. ins, 1/2"
LL
"Homosote" sOUhdboarid
seat from C0hcrcrI;c
slab to roof deck q
If Anchor bolts 1" d1a.
11 X V (05" [One
if
:1 vinyl Vic floor & base
vinyl tile floor & base Whyl base vltiyl base Add #5 cont.
4" - 3000 pol Coro. slab W/ r0rox'1010
vlmyl base. FILE cop
N WWM over.00ro" polyethylene vapor
Oalv. stool base track w/ barrier on treated, compactei clean
4 �00 PSI Como. slab W/ CONCEALED FASTENERS oR ATTA
powder driven ottuds OsIv. steel base track wl sand fill
N 010 WWM CHVEt, <
ARE THE RESPONSIBILITy or��
at 24" o.c. powder driven ottuds
N I I I
I F at 24" ox. VIMYI base CONTR4cTOR
all N
12" x 12" thickened MOO Of Slab
9.
fin oor
w/ (1') #5 comt. w/ cormor bare
--- ---------
m
Structural
fl
7T-�T- T,7
Ai;
N
M
7D
l5as
X /X'90 7, 1 7N 7 7
X % ............
or
_."11 1W
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----------- /,--
q01' X
/�N �/
.........
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A A /\ \ / /�/ /"/ /�,/ /"/ \ \ \
/A 7-,7- % ..... ......
v yapar
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A A /A A /A
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X
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X 16 \111\111\ \ ,
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4,
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N N N/ N/. N/ N/. N/. Nz
e/\/ /A
�x
NtA X
N
/A �,7 2 �YZML r
X x
� X�4 ,
R.N., N
314"doublefollcovered "THEIZZMAX"
foam board IMOUIatfOh - tape all joints
w/ Mylar "duct tape" . foam flit
all pometratloms,
N
A 7�4 rw MA
X/ X
Kr
//a
V
XON r/ OXA
Z
Is 1% \ \ \ �q 'Il - \ /, /\/ /, F, // // x\/ �\/j *.� / ; N, /
�,Y, � / /,�, V
%
----------------------------------
A-4 A-4 A-Ar) 5calc 3/4 1 0 Room oil
................... 1. ............................ ........................ ........................ 11, .......
Z
2
L
LL
ID
L
L
IL
LL
:3
<
t
i2
t, X
U_
cave strut
Imtermedfate
frame
prof (hished Oalvalume wall pahels
structural "Z" oIrto
Aircraft Haflear
comt. !;,aae amole
atichor �olts
6 It vlmyl faced
Ff�erolas the '
oal;,10 cmd �Cam
ChdWall COIUMM
watt efrts
ro" vimyl faced
Fl�erolas Ims.
5outh wall ohly
comt. �aqc Smote
anchor I;olte
Im
1;ack �race to
socohd frame time
soff It to match%
NOTE: door rummir
1;,c hot rolled Wh
OCCVOM hot i7WIt
51za per door hear
clufrements of 513(
WIhd ZOMC
Aircraft Harigar
OaWc
extemded
over doors
OSWC Chd
trim
ro 11 VIhyl faced
Ff�arolao Ins
ealb`ld ehd IPCarn
door header
f raml he
Vclear opcm1mg
heloht = 27' G"
six pahel
aircraft doors
E '
A-4
35' 0" = Maximum Allowa�lc
NOTE: Overall �uU(mg hcleht to top of
rl�ec cap may mot cxccc� thle value.
VTK from samItary riser
Type 31ro 55 clarrip
prc-molded Neopreme '$oot"
flash(tio
65 screws at 2" ox
aroumd perimeter
douMe stripe
of "rope" caulk
metal rooffho panels
F[um�itie Vetit Pctafl
r-W.Walu
L
9,- ID
-% E
5 0 10D
L e
UZ LO
Ob
L
ID 0
412 +01
E 'L
3 1
L
to +)
-C >)p
r P -Cull Qq3- ID
43 X0 L>
L 0 tL3
a
+1
L e
43 0 0
q L U-% �a +,, LL It
L Q- ID L U
-% q) 8 SL —
to X L %) L. L
043 0-0 q) >) z
0 ID 1) 0.r a- -C
Z L.0 )( 0 0
�-- K 43 0 0 —) <
THESE PLANS AND ALL PROPOSED
—#"UBJECT TO ANY CORRECTI
ONS:E z
REQUIRED By FIELD INSPECTORS THATU r
MAY BE NECESSARY IN ORDER TO S- 0
o LY W1
TH ALL APPLICABLE CODES,!
P L j
I V
I I I
t 1.01
hamdrall,l
extemsfo
step
(NT5)
I
n5�� F --- I
16
UUP0
y
I
1/2" dia. alum, 0
N
tul;,c rails $)
N
12
11 5 x 2" kick plate
V x 2 alumkfck Plate
ji�ove r am
2" 0ove ramp
A P A K,�i m p CD H #q �i et,.,io r
50alc 3/4" = V 0"
extend iz" Into F-1 (moldc 1/219 closed cell ARETHEpESPO, SORA7TACH&
structural time f oarn te p. jt. CONMACTOR SIBILlry op THE
OFRECORD
#5 re-1;ar at 4' 0" o.c. - 4' 0" o.c. 11111AIED FASTENER
ffhfoh floor .................
....... ........
Ny
N2/
ir
r z r 4
�z z
N
/T/, /,Y, �,j
X z
X
N N/\13 N/\� ee-; N/ z N/N/ N/\/ N/
z
N/ \x N/ N/ N/ N/ N/ N/
z Z�\
Z�l
N/. 21t� 7�-,/
\X/
50alc 3/4" 0"
mom IIS
---------------------------------
..... .... . ........ .. - . ...... ... ...... — ... .. ..
2 11 X 2" X 1/4" aholC supports
at 4' 0" o.o. wl (2) 1/2" X 6"
ah0hor Mts at Sholte
20# steel raft for door
tracks, ailiholes hot
acceptaWe
fill recess wl 3000 pol como.�
orout after IhOtAIIAVOh &
levellho of door tracks
top of track - 3/4" Mow HAhoer FFE
rake comc. at. eJece of track for wheel
clearahCC I
#5 cont.
It;; .4^%.,.[& � A-5
6-M
7S
iA
<
4-1
4
A
5tructural "Z" efrt
cxterfor wall panc[6
24 eaec 0-90 hot ofp
(tiocrt mfm
3 um�cr wall pamclo -
weatherproof w/ (2)
otrfpo of l5uticr
"Faillaotic" rope caulk
before t(ohtc0le
pahcl to wall com- \\I
24 eaec ealv.
hood at each
exterior door
door
Kalh hoot
exterlor I
stop & ej
1/4" alast
a oalv. rstccl 16
eaec door f ramc -
back-paltit w/ coal
tar epoxy
rubber ef[cmccrry
H, V, L) H ce�-
Extcrior Dooro 5caie - 3 =I 0
VV fl f 49 61le
A[umhium 5torefrofit
TKEMCO "Morio" caulk
at wall pamcilf ramc
fully bcddccl
a[[ aroutial
extcrfor wal
2 -I/Z" 1
3
>-<
11 Irigulatiom
acl wall efrt
1. 1 5/es" x 2 We," steel stWs
0" 0. 0.
v. corner �ead
"J" 1;cad at
d & jambe
ilatted "Low V
elaos
3/4" x 4 alum. store-
lht wl Arch Alum.
'eltercoat flhl0h,
)r Seleotcd by Owner.
5calc - 3 1 0
A[umimum 5torefromt
................. ...... ................... ....................... .......... ..
Hatiocr
hollow metal
oalv. .9tccl door f rarric
rubber r2fivicerc?
& wcthcr6trfpp1m0
preffrifohed i3alvalume
trfm at door f ramc
prcffhfcvhcd Ga[valumc
wall pahclo
H
V, J,�i M
4-
Hameer to Shop - 2 hour ratc�
2 hour rated UL label
gaiv. otccl frame
2 hour UL
label door
fully bed threoholdl
fm ocalarit caulk
FEMKO #224A
alum. ADA thrcehold
w/ t1oM-5kfd."11CmkotC"
f friloh
1/2 max. dl�op
5hop to ra�lnp
. . . . . . . . . . .
. . . . . ..
cohc. rampl
cofic. rplab
5
i"
rcf lcctivc
orcy olazlmg umlt
olazltio r2top
5 ealv. otccl 16
eaec whidow f ramc -
back -paint wl coal
tar epoxy
Marble eill
PVC "J" bead
FT 2x4 ofH blockftle
2+ot
Door occ
. . . .
. . . . . . . . . . .
. . . .
VJI
5
r I
ochcdulc
FEMKO #224A ADA
threehold W/ noh-
ok1JTcmkotc" ffrifoh
pour walko f luch w/
bottom of 1/2" rcccoo
caulk
3 hour UL
overhead 6
aoocmbly
-------
---------
jamb chaniic[
N
otcel wall
ealv.
1/2
Aircraft
DIW partftfoh
. ......
Hamear
.
.. .
. ... .
. . . .
. . .
.
...
. .
. . .
. .
. . . .
. . .
. .
Cxp. jt.
V c r'f wall
1/21, D/W
tiom. 2x4 25 eaec oalv.
metal 15tudo
wood 2x4 blockfmo
all around
HM frame
rubber rpllcticcro
door
Hfa /Jam
hiterlor HV
Galva[umc wall pamclo
N
0 Iry
- UL Dcoloti
4 hour ratc� wall
-706 - mill. 26 eaec ealv.
#U
C7t&C[ "faCIMO UllltC?" W/ 11/2"
f lutco at 6" o.c., 2 5/F mill.
thickricoo WK GKACE "Motio-
kotc Tytpc MK-F opray
applied f frcproof ime plaotcr.
5cal from floor to roof deck.
1/21, D/W
tiom. 2x4 20 eaec oalv. metal
otudo
wood 2x4 blockfi-le
all around
HM frame
rubber cilcticcro
3 hour UL labele:d door
& f ramc
Off i0c
. . . . . . . . . . .
V
H
5 4- hour ratc�
11
�t� It
-,5 -q E
metal
_,,-,wall painelc
L 0 L 0
4D -C
24 eae C ea[velume
0 'd N
�aq,- flaolhine
0
0
continuous 2-+ gage x 4"
Galvalunne cleat strip wl
E L
roof [no screws at 4" o.c.
L -Izej�
all Alone.
0.0
r >1 0
012 x 3" roof Ire screws
'A 0 0 Z-
r 1: 43
1,- (3 L 0 :
ox U
0 ro, ox. Were clext
0 <
I X 0 >
0 N L
L
L
E Z. U(q g
resfi(snt filler strip
0 43 0 U 0
under go of RA,3h !no
ig L U-%�P IL
0- () X
_2 +1
L T
ID _r Ij L -C
to CL to
ID 10 UZ CL Z
Z L X X 0 0 0
0 0 0 U -I
"UX"
roofing
plywood
steel purlfhr, to fasten ends
of wall panels per MfYs. F15C
:,o 111" f a5tc Mine 5chcj L, te
Tramotiom Flaohlme N-F5
—
o
75 L
Z
In CI
Exterior
�-�Jam� trlm & f lashime
a 3/4" door jaml;; chamhcl
weathcr5trip
t. I
0
door slats
WlChd ck fcti
Mild I ock fri floor per 55CCI
acceptance for 120 mph wind zone.
to
ATLA5 Mcdct 523 F15 oalVahlZed, primed steel d�
overhead sterAce door wl Type F-3 slats, 16-0" w x t Z
r) r
lro'-O" h w/ wfnellock6 and wcathertrstrippfne, minimum 0
55M 110 mph ratime.
< TO
if
Local Kcp: Ti-f-Courity Poors 335-7167
t9 PLANS AND ALL PROPOSED WORK s L
THE
CORRECTIONS
0. H. P o r Jam� ARE SUBJECT TO ANY
M) 4i L
LD INSPECTORS THAT
REQUIRED BY FIE
IL
Qj LL
0
LL
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODE&
to
----------- OH door roller
rptructural f ram1hg
LL-
:3
0
1% U
i U
U P
N I
\heaid trlm &flaahfmo 4
LIJ
jamb charlticl
NZ
112
Hamear terior
FIL
0
A E C*R HiFAST6NE88OR
V RESpONS1811 i TrACH4f,
CONIIAI,( OpRtCl
)R OF THE to
A
OF
RD
Extcrior OH Door
L)oor J,�irr�
DOOM 00
A.
1.01
A
All
E.
F
G.
H .
J.
2.
A.
B.
3.
4.
MECHANICAL QUTLLE_=QiEa��
MECHANICAL GENERAL PROVISIONS
THE WORK OF EACH OF THE MECHANICAL SECTIONS INCLUDES FURNISHING AND INSTALLING THE
MATERIAL, EQUIPMENT, AND SYSTEMS COMPLETE AS SPECIFIED AND / OR INDICATED ON THE
S, WHEN FINISHED, SHALL BE COMPLETE AND
DRAWINGS. THE MECHANICAL INSTALLATION
COORDINATED, READY FOR SATISFACTORY SERVICE.
ALL WORK UNDER THIS CONTRACT SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE
MUNICIPAL AND FLORIDA STATE BUILDING CODES THAT GOVERN EACH PARTICULAR TRADE.
THE CONTRACTOR SHALL MAKE APPLICATION AND PAY ALL CHARGES FOR ALL NECESSARY PERMITS,
LICENSES AND INSPECTIONS AS REQUIRED UNDER THE ABOVE CODES. UPON COMPLETION OF THE
WORK, THE CUSTOMARY CERTIFICATIONS OF APPROVAL SHALL BE FURNISHED.
NO MATERIALS OR EQUIPMENT SHALL BE USED IN THE WORK UNTIL APPROVED. BEFORE SUBMISSION
OF THE SHOP DRAWINGS, AND NOT MORE THAN SEVEN (7) DAYS AFTER AWARD OF THE CONTRACT
THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A COMPLETE LIST OF MATERIALS AND EQUIPMENT
WHICH HE INTENDS TO FURNISH, GIVING MANUFACTURERS AND CATALOG NUMBERS. A COMPLETE LIST
OF PROPOSED SUB -CONTRACTORS SHALL ALSO BE SUBMITTED.
THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND SPECIFICATIONS AND SHALL INSPECT THE
EXISTING CONDITIONS OF THE SITE. FAILURE TO COMPLY WITH THIS REQUIREMENT WILL NOT RELIEVE
THE CONTRACTOR OR RESPONSIBILITY FOR COMPLYING WITH THE CONTRACT DOCUMENTS.
THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF THE MECHANICAL INSTALLATIONS. REWORK OF
COMPLETED ITEMS DUE TO IMPROPER FIELD COORDINATION SHALL BE AT THE CONTRACTOR'S EXPENSE.
PROVIDE SUFFICIENT ACCESS AND CLEARANCE FOR ALL ITEMS OF EQUIPMENT REQUIRING SERVICING AND
MAINTENANCE, SUCH AS VALVES, CONTROLS, DRIVES, DRAINS, VENTS, STARTERS, SWITCHES, FILTERS, TRAPS,
AND MAJOR ITEMS OF EQUIPMENT.
THE CONTRACTOR SHALL PERFORM ALL NECESSARY CUTTING AND PATCHING AS REQUIRED TO COMPLETE
THE INSTALLATION OF THE MECHANICAL WORK. PATCHING OF WALLS, FLOORS, CEILINGS, ROOF, ETC.
SHALL MATCH THE ADJACENT SURFACES.
THE CONTRACTOR SHALL PREPARE A COPY OF A RECORD AND INFORMATION BOOKLET. PROVIDE THE
FOLLOWING DATA IN THE BOOKLET:
I CATALOG DATA ON EACH PIECE OF EQUIPMENT FURNISHED.
2 MAINTENANCE OPERATION AND LUBRICATION INSTRUCTION ON EACH PIECE OF EQUIPMENT FURNISHED.
3 MANUFACTURER'S GUARANTEES.
ALL NEW MECHANICAL INSTALLATIONS SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR. THE ABOVE
SHALL NOT IN ANY WAY VOID OR ABROGATE EQUIPMENT MANUFACTURER'S GUARANTEE OR WARRANTY.
CERTIFICATES OF GUARANTEE SHALL BE DELIVERED TO THE OWNER.
C
PIPING, FITTINGS. VALVES. ETC,
PROVIDE ALL LABOR AND MATERIALS NECESSARY TO FURNISH AND INSTALL ALL PIPING SYSTEMS ON THIS
PROJECT.
PIPING AND VALVES SHALL BE AS FOLLOWS:
V PVC OR SERVICE WEIGHT CAST IRON
1. SANITARY SEWER AND VENT PIPING, BURIED AND ABOVE GRADE: DW
HUB AND SPIGOT PIPE AND FITTINGS - ASTM A74, AS NOTED ON DRAWINGS.
2. DOMESTIC WATER: ABOVE GRADE: TYPE "K" RIGID COPPER TUBING OR SCHAD PVC PIPE AND FITTINGS
DOMESTIC WATER: BELOW GRADE: TYPE "K" SOFT COPPER
3. COMPRESSED AIR AND VACUUM: ABOVE GRADE: SCH. 40 GALVANIZED IRON PIPE, SCREW FITTINGS.
4. PROVIDE ALL VALVES, FITTINGS AND ACCESSORIES REQUIRED FOR A COMPLETE SATISFACTORILY OPERATING
PIPING SYSTEMS.
5. PLUMBING SYSTEM SHALL MEET ALL REQUIREMENTS OF FLORIDA PLUMBING AND MECHANICAL CODE, FLORIDA ADA AND LOCAL
CODE REQUIREMENTS. PROVIDE ALL PERMITS AND INPECTIONS AS REQUIRED.
HEATING, VENTILATION & AIR CONDITIONIN
A. THE WORK TO BE PERFORMED SHALL INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO
FURNISH AND INSTALL COMPLETE, ALL HVAC MECHANICAL MODIFICATIONS AS SHOWN ON DRAWINGS
AND/OR HEREINAFTER SPECIFIED. IT IS THE INTENT THAT WORK BE INSTALLED COMPLETE WITH ALL
ITEMS NECESSARY TO PROVIDE SATISFACTORY SERVICE. ALL COMPONENTS SHALL BE PER FLORIDA ENERGY CODE.
B. SPLIT SYSTEM AIR CONDITIONING UNITS:
AIR HANDLERS: EQUAL TO CARRIER MODEL FK4CN8006 W/ PROGRAMMABLE TSTAT PAC01-A 24VOLT.
SUSPEND UNITS W/ 1/2" THREADED RODS AND VIBRATION ISOLATORS.
AIR COOLED CONDENSING UNITS: EQUAL TO CARRIER MOD. 38TUA WITH CAPACITIES AND SPECS AS SCHEDULED.
PROVIDE REFRIGERANT PIPING SIZED AND CONFIGURED PER MANUFACTURER'S RECOMMENDATIONS.
PROVIDE ALL NECESSARY CONTROLS AND COMPONENTS FOR A COMPLETE WORKING SYSTEM.
C. FANS: AS SCHEDULED ON DRAWINGS & INSTALLED PER MANUFACTURES RECOMMENDATIONS.
GON
AIR DISTRIBUTIO
A. FURNISH ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THE SHEET METAL WORK ASSOCIATED WITH
THE HEATING, VENTILATING, AIR CONDITIONING AND EXHAUST SYSTEMS,
AND OTHER MISCELLANEOUS ITEMS SHOWN AND REQUIRED.
B. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE SHEET METAL AND
AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) STANDARDS. FLEXIBLE DUCT SHALL BE
INSULATED AND SPIRAL REINFORCED PER SMACNA AND ASHRAE STANDARDS.
C. SUPPORT HORIZONTAL DUCTS WITH HANGERS SPACED NOT MORE THAN 6' APART, USE STRAPHANGERS FOR
DUCTS UP TO 30" WIDE. STRAPHANGERS TO BE 1 " WIDE, 16 GAUGE MINIMUM; FASTEN SIDES AND BOTTOM
WITH SHEET METAL SCREWS.
D. DUCTS SHALL BE STRAIGHT AND SMOOTH ON THE INSIDE, WITH JOINTS NEATLY FINISHED. DUCTS SHALL BE
SUSPENDED FROM THE CONTRACTION AND SHALL BE FREE FROM VIBRATION.
E. AIR DEVICES:
SUPPLY DIFFUSERS: EQUAL TO TITUS PERFORATED FACE, MODEL PAS WITH 2'X2' FACE & OPPOSED BLADE DAMPERS.
RETURN & EXHAUST REGISTERS: EQUAL TO TITUS MODEL 30OR WITH OPPOSED BLADE DAMPERS.
SUPPLY DIFFUSERS: EQUAL TO TITUS PERFORATED FACE, MODEL PAS WITH 2'X2' FACE.
F. LOUVERS: EQUAL TO AMERICAN WARMING AND VENTILATING MODEL LE-21, 4" DEEP , 45' FIXED, DRAINABLE
TYPE BLADE, ALL ALUMINUM, 1/2" REMOVABLE EXPANDED ALUMINUM BIRD SCREEN LOCATED ON INTERIOR.
INSULATIO
SUPPLY, RETURN, AND CA DUCTWORK- 1-1/2" FIBERGLASS WITH FOIL FACED VAPOR BARRIER, MIN R VALUE OF 6.
HOT AND COLD WATER PIPING: EQUAL TO ARMAFLEX, MIN 1/2" OR AS REQD. TO MEET FLORIDA ENERGY CODES.
REFRIGERANT PIPING: EQUAL TO ARMAFLEX, MIN 1/2- OR AS REQD. TO MEET FLORIDA ENERGY CODES.
TESTING AND BALANCIN
A. CONTRACTOR SHALL LEAK TEST AND BALANCE ALL WATER AND AIR SYSTEMS AND PROVIDE REPORT TO ARCHITECT FOR
APPROVAL. WORK SHALL BE IN ACCORDANCE WITH AABC AND NEBS.
SYMBOLS ABBREVIATIONS
SYMBOL DESCRIPTION
MVD
FD
-0 MOD
WN
4=3
SD
So
RR
ER
LEID
ACCU
AHU
SA
RA
EF
OA
EA
so
RAG
MANUAL VOLUME DAMPER
FIRE DAMPER <2 HOUR UNLESS
OTHERWISE NOTES)
MOTOR OPERATED DAMPER
SMOKE DETECTOR
BRANCH WITH 45' TAP
ROUND RIGID DUCT SPIN -IN
FITTING WITH MVD L FLEX
RUNOUT. EXTEND ROUND RIGID
DUCT TO PROVIDE MAX. 5' FLEX.
RIGID AND FLEX DUCT SIZED
TO MATCH DIFFUSER NECK SIZE.
TRANSITION
LINED DUCTVORK INTERNAL
ALL DUCT SIZES ARE NET CLEAR
INSIDE DIMENSIONS
2 WAY SPLIT AT END OF MAIN
AREA 'A' IS EQUAL TO SUM OF
AREAS 'B' AND 'C'
SQUARE ELBOW WITH TURNING VANES
DIFFUSERS C4 WAY UNLESS NOTED)
NECK SIZE & CFM NOTED
RETURN REGISTER OR GRILLE
SIZE & CFM NOTED
EXHAUST REGISTER OR GRILLE
SIZE L CFM NOTED
SUPPLY
RETURN
EXHAUST
SMOKE DETECTOR
THERMOSTAT, -N- FOR -NIGHT-
'G' FOR 'GUARD"
DIFFUSER
RETURN REGISTER
EXHAUST REGISTER
LINEAR BAR DIFFUSER
AIR COOLED CONDESING UNIT
AIR HANDUNG UNIT
SUPPLY AIR
RETURN AIR
EXHAUST FAN
OUTSIDE AIR
EXHAUST AJR
13YPASS DAMPER
RELIEF AIR GRILLE
I' X 22 GUAGE BAND
FLEXIBLE
DUCT,SE
PLANS �OR
SIZE.
MINIMUM RADIUS EQUAL--'��
TO ONE DUCT DIAMETER.
EYE SCREW
#12 WIRE
CEILING DIFFUSER SEE
PLANS AND SCHEDULE.
CONNECT FLEXIBLE DUCT
TO COLLAR WITH 22
GUAGE CLAMP AND FOUR
SHEET METAL SCREWS AND
SEAL WITH DUCT TAPE
/11�m - �2 SUPPLY- D IF FUSER-DET AIL
NTS
CEILING
GLASS -FLEX DUCT
SPIN -IN CONNECTOR
PRE-CUT MOUNTING
HOLE
DAMPER
AL
DUCT CONNECTOR DETAIL
1,��41 NITS
CAULK ALL JOINTS WATERTIGHT
IN THIS AREA
CONNECT DUCT TD
FLLNUM AS HIGH
AS PDSSIBLE
PLENUM 0 BACK OR TOP
1/2-MESH OPE DUCTUP
SCREEN
POSSIBLE
PITCH BOTTOM OF PLENUM
DOWN 4' PER FOOT TO
OUTSIDE (MINIMUM)
BEND OVER BOTTOM BLADE
O/A LOUVER
DUCT CONNECTION TO WATERPROOF LOUVER
��4� NTS
Split Air Conditioning Schedule
Indoor Unit
Outdoor Unit
No.
CFM
ESP
(in.wg.)
Coolinq
Cap.(MBH)
Heating
KW
STEP I / STEP 2
Supply
Fan HP
Electrical
V/PH/HZ
Compressor
RLA
Fan
FLA
Electrical
V/PH/HZ
Manufacturer & Model
(based on orrier)
Notes
Total
OA
Total
Sensible
E.A.T.
DB/WB
MCA
V/PH/HZ
Indoor Unit
Outdoor Unit
1200
140
.75
36.0
26.5
78.6/67.6
10/NA
1/2
46.9
230/11/60
20.0
1.2
230/11/60
FK4CN8 004
38TUA 036
1.2.3,4,5,6.7
Notes: 1. Capacities based on 95'F ambient 4. Provide 2" replaceable filters.
2. Provide high static drive accessory 5. Provide flexible connections to all supply and return cluctwork.
3. Size and configure refrigerant piping per manufacturer's recommendations
6. Provide manufacturer's programmable thermostat.
7. Ductless split air conditioning unit.
7. Provide full size galv.metal drain pan with separate 1-1/4' condensate drain
to exterior splash block.
16.;
th-.!
R V,
�20 0.
48x36 DA Low
"10'
i,5� -� U.
.,fj
Moun't botton a -(r
10
above f6mlocc
L6
L
SF -I)
w
2 14 .4 1
�OAi
.0�6 ou
M 48x36 ReLiefl_ouve,
9
X
above f�-floor
I8x8 SR C�terco�ect
500 ith SF-1)
(typ�6)
X
>
Ln
0
0
Ln
>
Suspend ith 3/8. ACCU-1
T"aded RodS and
Vibration IsoLat�s
L] a
12.9 CA
t -4 140 CFM
Flex. C�ciion
FD v/ (typ Supply tr�d Return>
ACCESS Dom D V/
rNt DOOD r-1
< IWO RR
Fs- 12 0 -iio -Cf l.,
10.8 RR 12.6
X 200 cf.
a, SD LLI
I.- �_l 210 cfm 10'oha So LjJ
270 cfn
EF-I L EF-2
100 cf n ea. 8.6 RR LD
H 125 cfn Z
JE SX& LIJ
X _J
N <
X
VcF& So U
170 cfn
41 r-, I - I I I Z
6x6 SR IDXIO RR
40 cfm 250 CfM
W (typ.2) 8x8 RR -12x6
o U
5 150 cfm
;a
101da SO IO'da So
200 cfm 270 cf.
e
X
LLJ U
W CU
CL !:�
W 1 W tn
Lj
EA Vent Cap U O�
(Typ, 2) 1
>
Lo
Z
ru
U
< W
CZI CD
< CU
HVAC Ptan scale i/er I, o-
DUCTWORK CONSTRUCTION SCHEDULE
DUCTWORK
SYSTEM
DESIGNATION
SMACNA PRESSURE CLASS (IN WG)
NOTES
SA
TRA MUA
EXH
OA
AHU-1
2
2
2
GENERAL EXHAUST
2
TRANSFER AND RELIEF DUCTS
2
Notes: 1. DUCT LEAKAGE TESTING NOT REQUIRED
FAN SCHEDULE
DESIG
SERVICE
CFM
ESP
RPM
MOTOR
Electrical
DRIVE
FAN
Manufacturer & Model I
Notes
(in.wq.
HP
VPH/HZ
TYPE
TYPE
EF-1
EXHAUST
75
125
15M
50 W
120/11/60
DIRECT
CAB
ACMEMOOEL M
3,6
SF-1
SUPPLY
30,00
375
900
3/4
208/3/60
DIRECT
IC
ACME MODEL XB200
2.3,4,5
Notes: 1.
PROVIDE MANUFACTURER'S ROOF CURB
FAN TYPES:
RC - ROOF MOUNTED CENTRIFUGAL
2.
PROVIDE BIRD SCREEN AND BACKDRAFT DAMPER
IC - INUNE CENTRIFUGAL
3.
PROVIDE DISCONNECT
CAB - CEILING CABINET FAN
4.
HANG FAN FROM STRUCTURE WTH SPRING TYPE VIBRATION ISOLATORS
5.
PROVIDE SOLID STATE SPEED CONTROLLER MOUNTED ON FAN HOUSING.
6.
PROVIDE SOLID STATE SPEED CONTROLLER MOUNTED ON WALL NEXT TO LIGHT SWTDi.
FILE COPY
THESE PLANS AND ALL PAOPOSED WORK
�'ARE SUBJECT TO ANY CORRECTIONS,4
T
7REQUIRED BY FIELD INSPECTORS THAT'
MAY BE NECESSARY IN ORDER
@Mm TO
SOMPLY WITH ALL APPLICABLE CODE
ASHRAE 62 REQUIREMENTS
NUMBER OF OCCUPANTS
7
OUTSIDE AIR CFM. PER PERSON
20 CFM
TOTAL REWIRED OUTSIDE AIR
140 CFM
Hongar WW-11�
U
U`I
0)
C
Ln
3
0
L
CL
U
LJ
0
y
0
Lj
E
L
0
CD
C
06
Sheet
M - 1
Of 1
Load
Watts A
Watts 5
Watts C
Trfp
Cfrc. A 15 C Cfrc.
TrIp
Watts A
Watts 13
Watts C
Load
4 Tort
2240
50
1
-
4-r-
2
60
41487
A/C Cord.
2240
50
3
4
60
4167
Heattstrip
2240
50
5
ro
60
4167
1500
20
7
6
30
2500
future 5 hp
WH
1500
20
-X-N- 10
30
2500
compressor
Emero. wahte"
300
io—
12
go
300
Exit Lights; **
T(mcclook
300
2o
13
14
20
1060
10�0
rZeceptIcals
EWC (OF[)
750
20
15
16
20
10W
KcceptIcAlf
-6-f—fice Lightino
950
20
17
15
20
10ao
KeGaptiosils,
Off foe Llohtlmo
950
20
19-11
-
-f-1
20
1060
1060
--re—ceptfoats
rZecepticAls
Office LJOHVIla
950
20
zi -�-
-
-
-f'N- 22
1 20
10,60
Shop 1-10VItIrto
950
20
24
1 20
loao
Hamear
Shop Wohtime
.950
20
ze
20
low
Hfoh-130Y
1-10hts
OF] out�cte
low
20
2
25
20
low
GFI Outlets
1080
20
2
3o
20
1060
Haimear
OFI Outicts
1060
20
31-`-
32
20
1060
Hfoh-15my
Lfehta
OFI Outlets
10W
20
34
20
10ao
Sparc
-
36
-
Sparc
Sparc
36
-
Sparc
40
-
1
Sparc
Spaire
A A -tN-
41
42
-
Sparc
15us A 15,767 Mot fri accumutstfoti
DUO 0 16,347 15attery �,aokup
Due C 12.0057
Total 44,161 360 122.72 arnpe eat. 44-.2 KVA
ElectriGal 5ym�o[ Leecrid I
electrfI; meter
etectricat rAndt
\0\
fahlmotor
[::]j
disconnect
+
Exterior Lfoht Fixture
=91:= duplex outtcts at 20" AFF
+ quad outicte at 42" AFF
a@a 208v at 42" AFF
Commumicatlom Equipmemt
Telephone
Ethermat conmectlom
Elto computer eerver -
100 5ase T - Cat 5
(2) 2" EMT, w/
(4) 3/0 THWN
Cu each
Fmmel A
20&v
I
ZO& v
300A
Etec. Meter
300A
3
3 ph
WO A - 208 V
fu.p'd
o
— 42 cir
3 phase
disc.
72"
verify trmms-
EMT W/
former location
(4) #3/0 & #6 Cu
orounci
&- --;4- 4. .. - -- .. .. I-.. .� .. .. ., .. ., ..
; i #4/0
, I ---------------------
---- ------------------ oroumd - �omol
to rel:;ar In ft'e
UG service to
FFUA Tramsformer
E[cctrical
I 1-=�% i::� I 10=%
E,- I C�l L/ Loi f I (�/ ?,,I I L) VV C� I �;l r I 5cale - Va" - 11 0It
......... ... .................... .. ......
S- L. jot)
O-C III
t3
00 LA
I)
I0
40341.) 043
I. r 41
rX
63
>)
0-C 111u
43 43
th X
CL (0
13 L
Ox () < 03
>) 4; ID,
a lb N Lq)
or
'14- LP
43 43 0 iD 0 L
43 IL %
SL 19
I x :
%)X L L 0
is 43 0. 40 t >) r
it) t %) ox: tLx
X L-C g4l 0 0
4-N 0 U -) <
Article 220 NEC 5crvfcc Load Calculatiom
Office - 5hop
i3cmeral Lfohtftio - 2944 sf 0 3 VA a,aM VA
Hcat 0 100 % 12,500 VA
20 lZcopt. G IaO VA 3,7aO VA
Compreervor 4,500 VA
5 hp equipmCmt 4*500 VA
Watcr Hcatcr 3oOOO VA
Total VA = 37,112 VA
'37,112 VA / 360 = 103.1 A
E[cctrical Lca� Galculaticti
.................. ...... - .................... ................................... ...................... ...... . ..... I ............
......................... .......... .......... 1. .............
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS �
REQUIRED BY FIELD INSPECTORS THAT 1
MAY BE NECE68ARY IN ORDER TOM
DES'�
COMPLY WITHAY�k�PPOIBL!-CP-
C=�-
E
E
IL
IL
z
J_-
S—
r
q3
rL
t%
IL
S—
6
S—
t!
Cal-
I -
Sheet
M
13= R
of 2
L 1'e h t 1�1 e f" a fi
L1,g ht Fixturc 50 hcciulc lmeta[W ftems shall match [amp & Aotrf�Utf0h.
Mark
Pescrfptfom
Manuf.
Cataloo Num�er
Volta0e,
Lampe
Kcmarke
No.
I Type
Watt
FIh1eh
Moun
A
Z'x 4'- �rop-fm flour
Gralhoor
3XY97
120
4
F32-Ta-,35K
32
white
�rop-fti
15
h1oh �My pchdaht
Graftiger
4VG03
20a
I
MH
400
alurn.
pclidamt
Wit, f Ixture 0 275AFF, safety ohsl� & guaM
C
sharp cutoff wall pack
Ciralmoer
3YA62
206
1
MH
100
SIUMIMUM
wall
provida wall plate & #&I Woo�fle me rej'4.
emcloeed flour. "tu� f (xture"
Orafmocr
1,151984
120
2
F32-Ta-35K
32
white
pcmdamt
provide suspetisloh so reRufred
EX
com�o exitlemereemey
Orafmecr
4rH15
120
—
LED MK-Iro
3.6/5
White
CeMme
90 m1m. �attery �aokup
F
Watt mt. flour
Oralmocr
3Vro3a
120
2
FL
16
whftle
wall
Extorlor wall lfoht,
W.F. Harris
I 3GE11
2
19
whftc
wait
I moumt vertfoatly
............. ...... .......... ..... ... .......... ........... .........
E
L L 0
Is 5 L
43 i:
43
43 43 043
L C 43
L >)
:3 O-C >�
L 4c, e
-t
-4ri x � P
CL
<
4; >L
0 L 0 Lo fa
Or
in I
q_ po @ t 0
0+1 0 L
L 0 43 IL e
L 40 -C
1. 19 - P
a.— I x
L L
43 SL 2 L
t) >)
4) t3 X X
FVC wirc collar at top
of EMT 8" a�ovc ccAlme
V EMT, Mo �Cmcie to top
otan�ar� metal morri 2 1/2"
x 4" x 2 1/2" 1vox provIcic
whitc plaotfo �latik covcr for
�oxce utiuoccl for �atalcom
mowit CL at la" AFF
I
scalc - Va" - V 011
THESE PLANS AND ALL PROPOSED WORK
-ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
tWAY BE NECESSARY IN ORDER TO 'tA
o,MPLY WITH ALL APPLICABLE CODES,
RE D IR DD
......................... .. ................................. ............ ............ ................ ........ ......................... ......... ...... ....... ....... .................. ................... ....... ........ ........ ... ............
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APPLICANTZOWHER
FORT PIERCE AIR CENTER
2982 AVIATION WAY
FORT PIERCE, FL
(772) 489-2285
ENGINEER Z -SQRVEYO
VELCON GROUP, INC.
702 S.W. PORT ST. LUCIE BOULEVARD
PORT ST. LUCIE, FLORIDA 34953
(772) 879-0477
ARgUILTE-CI
JOHN M. FOSTER
11205 RIDGE AVENUE
FORT PIERCE, FL
(772) 871-1256
LANDSCAPE DE51GNE
WILLIAM FUNT
2310 SE COUNTRY CLUB LANE
STUART, FL
(772) 220-0424
rd
VEWON GROUP, INC.
ENGINEERS & SURVEYORS
702 S.W. Port St. Lucle Boulevard
Port St. Lucle, Florfda 34953
(772) 879-0477
(772) 871-6659 (Facs1m.11e)
e—malk infoOvelcongroup.,com
S T* L UCIE
flom
CONSTRUCTION PLANS FOR
WEST HANGARS
LOCATED AT
CO UN TY IN TERNA TIONA L
ST. LUCIE COUNTY
.9 FL ORIDA
0
AIRPORT
PREPA RED FOR
HOUCK EN TERPRISES
sl TE;p�
TAXIWAY A
ST.
LUCIE
INTERNATIONAL AIRPORT
AIRMANS
DRIVE
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z
z
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INDUSTRIAL
0
0
—
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D
30
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34 SOUTH
Uj
F29
RANGE 40
EAST
ST. ZUCIE BLVD,
31
&32
(AIRPORT ROAD)
U')
C4
0
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LOCATION MAP
N.T.S.
PROJECT JOB NUMBER
START SUMMER
: 04-762
2006
(0
0
CK
LLI
cf)
11
c/)
SHEET INDEX
w 111wiff"
COVER COVER SHEET
1 SITE PLAN, NOTES & DETAILS
2 PAVING, GRADING & DRAINAGE PLAN
3 WATER & SEWER PLAN, NOTES & DETAILS
4 SAFETY PLAN & NOTES
5 PAVING, GRADING & DRAINAGE DETAILS
6 WATER & SEWER DETAILS
7 SEWER PROFILES
lLfcopy
ENGINEERS APPROVAL:
ERNESTO VELASCO
P.E. No. .35649 DATE
CERTIFICATE OF AUTHORIZATION 4942
702 S.W. PORT ST. LUCIE BLVD.
PORT ST LUCIE, FL J4953
(772) 879-0477 — (772) 871-6659—FAX
1 11
jL0CCPORt f9d9" I _
PRWARY A&PORT P
S 43'M'02' * CONTROL STATAOR
746.05'
EXIST EP TAXIWAY CHARLIE S 44*51'58" E 318.29 - - - - - - - - - - - - - -
FIND NAIL
- - - - - - - - - - - - - - - - - - ---- FXIST EP
BY NGVO
ELEV - 22'7.06
Current Zone is; -IFL83-EF-I - NADS3 Florida state Planess East Zone, US Foot _\ 5,XI5, colic
East Enter PoinN RUNWAY SIGN
Northing; 1148945.2518 ing : 3 S 45008'02 " W
Grid Northing: 1140945.2518 Grid Easting,!.1
ZONING: U 99191818281j815 PAD
Convergence: 0-17-25 scale factor: 0 43 93.00
LAND USE, T/U Latitude: 27-29-35 Longitude: -80-22-16 21 1
44*51 58 F -,--655.64
D PK&D NO ID
4 21' S.E;
SITE DATA: 0 LINE
PARCEL SIZE 690,700 S.F. 15.8563 ACRES 100.00%
EX. BUILDING 35,000 S.F. 0.8035 ACRES 5.07% EXISTING ASPHALT RON I P08
EX. PAYED AREAS 179,084 S.F. 4.1112 ACRES 25.93%
EX. CONCRETE AREAS 40,632 S.F. 0.9324 ACRES 5.88% PARCEL 8
PROPOSED BUILDINGS 70,944 S.F. 1.6287 ACRES 10.27%
PROPOSED PAVED AREAS 133,702 S.F. 3.0694 ACRES 19.36% RCEL .8
PROPOSED CONCRETE AREAS 1,834 S.F, 0.0421 ACRES 0.27% 690 0 SQ.- FT.
j
TOTAL IMPERVIOUS 461.1196 S.F. 10.5876 ACRES 66.77%
A. 15,861.AC., -----------
Q)
33.23% Q0
PERVIOUS AREA 229,.504 S.F. 5.2687 ACRES
PASKING ANAt Y51S:
5-HANGARS WITH OFFICES 5 CONCR
HANGARS 60,000 = 25 SPACES WALK, TM';
2400 )`?,�RCEL. 7
PROPOSED LOCKED
10,944 = 55 SPACES C4 MAN GATE FENCE
OFFICE r-
CONIC
200 I> 1�
PARKING REQUIRED 80 SPACES (INCLUDES 3 HANDICAP) 40 120.00 20.00
__L01 XOPE
070' -360 1N
PARKING PROVIDED 80 SPACES (INCLUDES 3 HANDICAP) TiISTING 'COtFREYE
L'.
OWNER: PROPOSED METAL I> EXISTING HANGER
FORT PIERCE AIR CENTER HANGAR #1 C/o X\ 12 WEST
12.000 S.F. INY, 20:18 1>
I> I> I> FFE=23.95
2982 AVIATION WAY LEGEND S.F. TOTAL W)
FORT PIERCE, FL 14,944 1> 8 A
(772) 489-2285 HT.=35' 12\ 9 8
PROPOSED CONCRETE AREAS
F.F.E.-24-67 FIT- >. wc
Q) 50.0'- 50.01- 75.2'- 1 C4
I> 120. 20-00
1>
VELCON GROUP. INC. I 3r
ENGINEER/SURVEYOR: PROP05ED ASPHALT
702 S.W. PORT ST. LUICE BOULEVARD 66 PROPOSED HANDICAP SPACE '"'CONC PL p
PORT ST. LUCIE, FL F. F. E. PROPOSED FINISHED FLOOR ELEVATION i J_j. _j i 1> CS
I> 1,kG ASPHALT PAvEAVENT
(772) 879-0477 1
PROPOSED CATCH BASIN I> E7
PROPOSED DRAINAGE DIRECTIONAL ARROW I> L%
ARCHITECT: `C4 C/
JOHN M. FOSTER PROPOSED SIGN
11205 RIDGE AVENUE tar
lvr- VALVEBOX \j
FORT PIERCE, FL PROPOSED MMRED END SECTION (MES)
(772) 871-1256 1 EXIST. SAN. MANHOLE
XX.XX PROPOSED ELEVATION RIM EL. 23.27
CIO RIM. EL. 23.31
LANDSCAPE DESIGNER: PROPOSED METAL
XXXX EXISTIING ELEVATION 1$ Z.
WILLIAM FLINT 00 HANGAR #2 �Xt T. SAN. MANHOLE rp
12.000 S.F. RIM EL. 2J.25
2310 SE COUNTRY CLUB LANE EXISTING CONCRETE AREAS 0 < 14,000 S.F. TOTAL 0 Q Cl( INV. EL. 20.42
STUART. FL v ASPHALT AREAS EXISTING HANGER
EXISTING
(772) 220-0424 SL HT.=36'
4'0 LIFT F.F.E.=24.41
F�F.E.=24.67 STATION
PROPOSED LOCKED I J I - - - - - - - - -
MAN GATE & FENCE . I TOP ELI 24.47
Cal E. INV. EL. 18.74
CS X/
(4) SVS I
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2.000 &F. 04 ------------------- 4x1
PROPOSED ?FF L v EXISTING BUI ING
Sc. 270 ' CS
R-2 00 L-59.69' iNv=22. TO
FENCE, Typ. 76.3 R- 0.5,xj, F. F. E.
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76.37' ZOK TRANSFORMER
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E, INV,, EL. 21.79
ANY EXIST1,YG SAN. U4NHOLE
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EL. 22.74
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N.T.S.
LEGAL DESCRIPTION:
PARCEL 8
ALL THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND SITUATE, LYING AND BEING IN SECTION 30,
TOWNSHIP 34 SOUTH, RANGE 40 EAST OF THE TALLAHASSEE BASE MERIDIAN, ST. LUCIE COUNTY,
FLORIDA. THE BEARINGS CONTAINED IN THIS LEGAL DESCRIPTION ARE BASED UPON STATE PLANE GRID
NORTH. THE DISTANCES REFER TO GROUND DISTANCES. SAID LANDS BEING MORE PARTICULARLY
DESCRIBEP AS FOLLOWS, TO WIT:
COMMENCING FOR REFERENCE AT THE NATIONAL GEODETIC SURVEY PRIMARY AIRPORT CONTROL STATION
STAMPED "LUCIEPORT 1989-;
THENCE, BEARING SOUTH 45-08-02- WEST, A DISTANCE OF 746,05 FEET TO A POINT ON THE CENTERLINE
OF TAXIWAY CHARLIE;
THENCE. BEARING SOUTH 44-51-58- EAST. ALONG SAID CENTERLINE. A DISTANCE OF 318.29 FEET TO A
POINT;
THENCE, LEAVING SAID CENTERUNE, BEARING SOUTH 45'08'02" WEST, A DISTANCE OF 93.00 FEET TO
THE POINT AND PLACE OF BEGINNING OF THE HEREIN DESCRIBED PARCEL;
THENCE, CONTINUE SOUTH 45-08-02- WEST ALONG SAID LINE, A DISTANCE OF 776.10 FEET TO A POINT;
THENCE, BEARING NORTH 44*51*58' WEST, A DISTANCE OF 293.14 FEET TO A POINT:
THENCE. BEARING NORTH 89'45'58" WEST. A DISTANCE OF 588.20 FEET TO A POINT:
THENCE, BEARING NORTH O(YO7'42" WEST. A DISTANCE OF 410.00 FEET TO A POINT;
THENCE, BEARING NORTH 89'52'18' EAST, A DISTANCE OF 490.70 FEET TO A POINT;
THENCE. BEARING NORTH 45*08'02" EAST, A DISTANCE OF 554.15 FEET TO A POINT THAT IS 93 FEET
FROM, AS MEASURED AT RIGHT ANGLES TO, THE CENTERLINE OF TAXIWAY CHARLIE;
THENCE, BEARING SOUTH 44'51'58" EAST, ALONG A LINE THAT 15 93 FEET SOUTHWESTERLY OF AND
PARALLEL WITH SAID CENTERUNE OF TAXIWAY CHARLIE, A DISTANCE OF 655.64 FEET TO THE POINT OF
BEGINNING.
THE ABOVE DESCRIBED PREMISES CONTAIN AN AREA OF 690,700 SQUARE FEET OT 15.86 ACRES, MORE
OR LESS. SUBJECT TO ALL EASEMENTS, CONDITIONS AND RESTRICTIONS AS CONTAINED WfrH)N THE CHAAN
OF TITLE.
GENERAL NOTES:
1. EACH LOT SHALL MAINTAIN A 3OX MAXIMUM OF BUILDING COVERAGE.
2. ALL EASEMENTS WILL BE USED FOR DRAINAGE AND/OR UTILITIES, INCLUDING
GAS, ELECTRIC, TELEPHONE. CABLE, WATER AND SEWER.
3. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
ADDITIONAL NOTES
-BUILDING SETBACKS REQUIRED = FRONT 40'. REAR 30', SIDE 20'. SIDE 0 CORNER 20'
-MAX. BUILDING HEIGHT = 36'
-MAX. LOT COVERAGE By BUILDINGS - 3OX
-TYPICAL PARKING SPACE = PROPOSED 10'x 18'
-PROPOSED WATER & SEWER WILL BE PROVIDED FROM ST LUCIE COUNTY UTILITIES
-GROUND SIGN WILL NOT BE SUBMITTED
-LANDSCAPE PLANS ARE SUBMITTED WITH THIS SITE PLAN
-LIGHTING PLANS WILL NOT BE SUBMITTED
-S.LC. STORMWATER PERMIT WILL BE APPLIED FOR
-ADDITIONAL PERMITS REQUIRED: SFWMD, FOEP
-S.L.C. R.O.W. PERMIT IS NOT REQUIRED
-FLOOD ZONE DESIGNATION XX 'X" (F.I.R.M. MAP 120285-0176F DATED 8/19/91)
-DEVELOPMENT SCHEDULE -START 90 DAYS FROM FINAL APPROVAL
-COMPLETE I YEAR FROM START DATE
NOTE: DRAINAGE BASINS ARE AS SHOWN ON
"EXHIBIT 3" BY HNTB DATED 4-8-02.
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SHEET NO.:
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7
Q:
JOB
No.
04 762