HomeMy WebLinkAboutCARPORT PLANSLEFT SIDE ELEVATION
OPAQUE PANEL
ROLL -UP
DOOR
RIGHT SIDE ELEVATION
1. THESE PLANS BELWG EXCWSIVELYTOTHE STRUCTURE INCLUDING MAIN WIND FORCE RESISTING SYS PlIUMS). COMPONENTSAND CUADONG(WC), AND BASERAILANCHORAGE
OTHER DESIGN ISSUES, INCLUDING BUTNOTLIMITEDTO PROPERTYSETAACI(S, ELECTRICAL, PLUMBING, INGRESSIEGRESS, FINISH FLOOR SLOPES ANDELEVATIONS.
OR OT HER LOCAL ZONING REQUIREMENTS ARE THE LIABILITY OF OTHERS.
2 THESESTRUCTURESARE ENGINEERED AS NONHABRABLE STORAGEAIDLRYSTRUCTURES(RISK CATEWRYI) CAPABLE OFSUPPORTING DEAD LOAD OFTHESi UCTURE
AND LIVEAND VAND LOADS UPGRADES NOTSPECIFICALLYAWRESSEO HEREN, SUCH ASIMFDOI S, DOORS CRANORIER COMPONENT NOTNSTED IN THE FLORIDA BUILDING
COOEAPRCVED MODUCT UST AND NOT PROMOED AND INSTALLED BYCMPORTSANYNHERE, NC.. WHICH CAUSEADOMONAL LOADS M THE STRUCTURESHALL BE ATTHE
OWNERS RISK FLORIDAENGINEERING LLC, SHALLNOT BE RESPONSIBLE FOR FAILURE OR STRUCTURALOAMAGE DUE TOTHE FXTRALOAD.
1 ALLCSCbH MINSTA ALCORDINGTOTHEMANUFACTURERSMANUALSMDINS ULTIONS.
4. FRAMINGAROUNDROWUPOOOROPENNWSHA M12GAT PO6SMOI2G BESTEEL(TS)HEADERSLR0.5GSECTIONNATCHNGTHEREMAINDMRO EBUIMINGFRAMING.
S ALLSIEFLTUBNG SHALL BE 50 KSI GAIVANOEO6TEELALLFASTENER56HALLI3EINCCWTFD HARDWARE.
6. CONCRETE SRAIL HAVE A MINIMUMCOMMEGSNE STRENSIH OF AM PSIAT28 DAYS.THERENFORLING STEEL SHALLBE MINIMUM GRADE40. CONCRETE SIABFWNDATIONS
GHALLMREINFORCEDWITH6X WIAXMAWEL MMMFABRICCOMPLYINGWTMASTMA185,ORWNHSYNRIETICFIBERR WMCEIEMCOMPLYINGYAMASTMC1110.
7. ALLFlELD FRAMING CONNECTIONS SHPILSEWi3-14vLd`GFIF OR0.LNO GCREWS WIMOUT LONTRd. SEAL WA6HER6.ALL SHOP FRP}ANG LONNECTIIXJS &TALL BE WBLDE0.
S. POST/RAFTFRBRACNG: BRACE ON EVERY POSRRAFTER CONNECTION, EXCEPT FOR ENO WALLSAND GABLE ENDS
9. CONCRETEANC SSHALLBEI?X51?W M(1?x5'TPPLdVLDTONOTHER)MN ORSMMUNALENT.
10.SLABFOMDATIX SUBGRADECOILSSHALLME MITETREATEDAIDCOVEREDWONBMILVAPORRETARDERPERSECTONR318.1O WEFLOMDABUILDNGCWE.SIXTHEDMM
(20M-RESIOENTUL, AND SECTION 1816.1 OF THERORIDA BUILDING CODE, S EDITION(2M7)-BU=NG.MINIMUMALLOWABLEFWNDAMO WILCOMACTSEARNGPRESSURE
OFZMOPSFI$ASSUMED.
11. 14 GA FRAMING IS 24.2 IW TUBE STEEL (IS). NPPLESARE 2.114'x2-1/4`TS FOR 14 GAFRAMING. 12 GAFRAMING IS 2.11V X2-11T TS. NIPPLESARE? xYTS FOR 12 GAFRAMING,
EXCEPTASNOTEDINNOTEd ABOVE
REAR ELEVATION
FRONT ELEVATION
CONCRETE NOTE
ALL OPEN AREAS OF CONCRETE
OUTSIDE OF THE PROPOSED
STRUCTURE SHALL BE DESIGNED
TO SLOPE AWAY FROM THE
STRUCTURE
GN
APPUCABLE CODES, REMIANOINS 8 STANDARDS:
1.THE 2017 RORIDA BUILDING COOS 0TH EDMON SPECIFICALLY
CHAPTER 18 STRUCTURAL DESIGN, CHAPTER 30 ALU MNUM 8
SCE7-1.WOOD. L
2. NA SBED NOS
3. NOS NATIONAL DESIGN SPECIFICATIONMANUAL.
W000.
4. AG318CONCRETE RESTRESE MANUAL
S. PGPRECAST SPRESTRESSED CONCRETE
B. AAASM 356AAADMI
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH IfiM.S &TABLE
2. BASIC WIND SPEED. TABLE 1000C. STATE OF FLORIDA DEBRIS
REGION 8 BASIC WIND SPETD, PARAGRAPH 1600.3.1 aTABLE
MIRY 16 2019
S-r. LUCiS
OCCUPANCYGROUP.
U
CONSTRUCTION TYPE:
IHB
BUILDING ENCLOSURE TYPE:
PATIALY ENCLOSED
RISKCATEGORY:
I
ULTIMATE WIND SPEED (MPH):
150
NOMML DESIGN WIND SPEED (MPH):
116
WINDEXPOSURECATEGORY:
C
MEAN ROOF HEIGHT (FEET):
16.875
ROOF ANGLE (DEGREES):
14.0
DESIGN PRESSURES (PSI):
ENCLOSED BUILDING:
ROOF'
ZONE 1:
+15.61-25
ZONE2:
+154143
ZONE 3:
+15.61-67.7
DESIGN ROOF PRESSURES:
+15.8/J1.9
WALLS:
ZONE4:
+2721-29.6
ZONE 5:
+27.21-352
DESIGN WALL PRESSURES:
+2721-30.4
SWINGING DOOR:
+2721-29.5
ROLL -UP DOOR:
a22.21-24.1
OPAQUE PANEL
+272149.5
OPEN BUILDING:
CLEAR WIND FLOW.
ROOF:
ZONE 1:
+40.5F427
ZONE
M0.5/42.7
ZONE 3:
+40.5142.7
DESIGN ROOF PRESSURES:
+40.5/42.7
OBSTRUCTEDWINDFLOW:
ZONE 1:
.271 47.2
ZONE2:
+27147.2
ZONE 3:
+0147.2
DESIGN ROOF PRESSURES
+27/472
\71T711111111 ///
\Q�:4(/ N
_Z;GO O
U-
O
Z p
=�.0
W
Q
i p
GO
•...
�'''�//lunnlnll
PRODUCT CATEGDar
suB UTEGORv
MANUFACTURER
APPROVAL
NO.EDATE
C0Y9iM ONCREEREMFORCED6IEEL
3W° SMORE FE CONCREERTHERRED AGAINSTA DTEIP N PO RARYIN uNWTIONs H BE:
OR WNFFET FROMTHEEA ITHOR ILNNSTN SEI-IMMGI COMACTRCED OAEMTIENCEM DINGRO l!MOFEEVIFH ORWEATHEROTIIFAYIFE+-OFIMMCI FORFe0.0 ROUT OR 1C £DNGRCOARSE ORMTBMS LH REINFORC DBARS OFINNOF CH FOR COU- TORt2NCH
ORCED
�®
ROOFDECK
CARPORTS ANYWHERE
FL27402.1
HAW MASONRYH 2STRUCTURAL
BARStl4mG E IN+WT UONGP
u OOP w+I SMH FAtl:MEKPODse TO o TE NTH ORINEATTHEERR lAn IINNCH�E FORK STCNIRVOAMONIES KRCOMPONENTS
iE
HAMPTON RIB ROOF PANEL
8115118W
STRUCTURAL
STRUCTURAL
CARPORTS ANYWHERE
FL27403.1
8115118
THEaDNFORMNOmmsx+q eE wwNDYORwDE4n
FOR
COMPONENTS
WALL
HAMPTON RIB WALL PANEL
`R CODE COMPLIANCE
cONCNrNETEswu wrvEAwwwuM6PEaREnwxwEsuvE6mExc+H°Famvs
EXTERIOR
DOORS
ROLL -UP
ASTA INDUSTRIES INC.
MODEL203
FL8888.1-R5
10/07/17
GrLv°munON
THEEXIERIOR WIILCON6TRVC110X WITH NETALPLCE680WE6TXAT COMHAEF gRECf EFP05Mi OF WHET1Ea 441lLBEGPI
LUCIE COUNTY
ACCeRtlNOTOA•'RIAIfiJ,CU59 g2 SGiEWS DOLT6,MTECONNEmOR6AtID NP88 FXMI6FDDWECRY TOTIENEAlXER61411
EXTERIOR
ELIXER DOOR AND
FL1799S.5R1
eEmuxll:ss mEBLORxOTgPPEn Gavueze0.
//11
FOLIC
DOORS
SWINGING
METAL COMPANY
0129118
REWiORCE1�NTMAvfiEBEnrw meFlmaft sxovAb LexGAs
1
SERIES 407
+.rtlsliDlT wla.
Z" RCEWPAnIN1.YE1> MMINwxcRETESx NOTBExE1n6 .
STRUCTURAL
PALRAM AMERICAS, INC.
FL11238.1-R4
COMPONENTS
ROOF DECK
MODEL SUNSKY 12-
12112117
nT1E IXARaTenoFTIEBENo, M1EAsuftEnaxlx6wvDE OFTr1EBA41sxm1l[ssTHAN 6lxautwMgTERs
E c Pnon
BENDNGIS NB'E634IYTOOLONDOWFLBM8WIRIAWE MCELL84R8PFRTWLYF1l&'fICEDWCONCRETEy W
' 1£RNrtTEOTOBEBEMATASOPEOFNOTMMETWNI RqI OFHORPDMN.gSiXACEHEMTOfi Wd�e OF V£a11CSL E.W IFNGM
xw
00
O
N
00
w
la
® -2.5% .5
tOilf 43fAM P�FIFA
�W1yANa thRI1 Q��1Ylliyf EELF¢91PY350¢WSAi
� Wauo Hsw dual
ff/JI41Rs6ECICf1
StG11UN 1 -1
StUHUN 2-2
CONCRETENOTE
ALL OPEN AREAS OF CONCRETE
OUTSIDE OF THE PROPOSED
STRUCTURE SHALL BE DESIGNED
TO SLOPE AWAY FROM THE
STRUCTURE
\\\\\111111III/ ////
a�o
�•
40
A. '
Ld
N
o
LL
O -
a
=C7;W �
U
{z I Q
z_
c
w
o
N
• i O
F
v
GO
�;� •......
..R(gF
Lu
w
,,
CONCRETEh10NO5V9&15ERP1LONCHORAGE
SCALE:NTS
5 NONS1RU POSTC NINE OR WPIDOJJ
TO POSTCONNECIICN OETNL
scN NR
12GATSPOGT y167.76'
NIPPLETO
POST
LONGTS NIPPLE
AGi NTH 1A1 E121A NM'
WNGNSTENERG
9 1 HEAOETLPOST
C014NEC1m OETALL
SCALE NIB
2 PAFIEI POSTB0.5E RNL
CONNECRONI L
SCALE NIB
6 ENO M"TO F ER
CCNNECl10N RTAL
SCALE NR
TS RAFTER POST
<' WELD OR CENTER
TS COHPNUOUS BASEPAIL
10 RAPIER POSTAiASE RNL
CONNECTON CETNL
BL :NTS
TS TRUSSED RAFTER CHORD,
OR NOH-STRUCIIH g HFADEP
x I x Y IS GA PPGLE CLIP
SECURE TO POST( CH SIDE) AND RPFIER
CHORDRHL WITH 11214[ W1'SDFS,
PH ON BOTTOM ADD (2) ON SIDE
$ ENO POBT]EIIRE RNL
COMIECPIXi ME
SCALE: NTS
7 BIDE WCcw4EG oNOOtlIHEAOFR
CONNCCTIONRETAIL
BCAIE: NIS
NOTE AT ROLLUP MDR OPENINGS,
POST SHOULD BE FLUSH NTH RAIL ENO.
CLIP POST TO RNLONLV ON SIDE
OPPOSITE THE OPENING.
4 PosTTONONSTRUCN"FEADER=F'
RALL OR WINDOW-INT'NfLIIWI OETNL
SGLE NR
TS ENO POST OR OOCR/
WWGGO FPAHE POST
NOTE AT ROUI DOOR OPENINGS,
POST SHOULD BE FWSH NTD RNL END.
CLIP POST TO RNL ONLY ON SIDE
OPPOSITE THE OPENING
TS NOKSTRUCTURRL HE FR
(12 GA FOR ROLL -UP BOOR FRANEj,
BASE RNL OR WW OOW RAIL
$POBTIONONSTRUCNRALHEAO EUUEF,
RNLORWVIDdN RNI CCNNECTONDETNL
BCAlE: NTS
\\............
\Q�e'4i EAl
r7 o
O
=0:Z o
W
O
F-
.
V
A