HomeMy WebLinkAboutConstruction PlanIp. 25'-0
GROUND ANCHOR WITHIN 6" OF EACH
POST. ANCHOR SECURED WITH }" GRADE
5 BOLT MINIMUM WITH 2' WASHERS
DOUBLE 4' HELIX EARTH
AUGER GROUND ANCHOR (SEE
CHART FOR LENGTH)
BASE RAIL
ASPHALT OR MINIMUM
SOIL BEARING CAPACITY
2,000 PSF (TYP.)
GROUND ANCHOR BASE
RAIL DETAIL
Ground Anchor Length
fall buildingwidths'530')
Wind Speed (mph),
$ojllype
5140
145-155
160-170
175480
Verydenseand/orcementedsand,coarsegravel,
30."
30"
48"
cobbies, preloaded silts, clays and coral
.48"
Medium dense coarse,sands,.sandygravels,
30"
48"
48"
60"
verystiff silts and cla.vs
Loose to medium dense sands, film to stiff
48
„
48
60
„
60
cla silts, and alluvial fill
Loose sands,firm Clays, silts, and alluvial fill
48"
60"
60"*
60"*
'-2anchors perpost unless "soi[ changesto a more desireabletypeathalfdepth orshallower.
.33
SWINGING
DOOR
�3'-0"
ROLL —UP
DOOR
ROLL —UP
DOOR
I
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ca LL p
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SLUm U�
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airs ANYANOVE
Y SiRDCNlS
CONSIRUCRON 1YPE
o-e
RISK OITEGORI'
FIRE PROtECRON
NAME
ME SUPPRESSION SYSTEM
NONE
OCCUPANCY
atom'. U
Me WIND WP
Vti55mpN
E](POSURE
C
ENCLOSURE
0"OUDSD
INTERNAL PRESSURE COEFFICIENT
a/- ate
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
fops
ROOF LANE LOAD
2a5G OR 3GGb FoM L010
FIDOR DM LOAD
10PSF
FLDOR L1Arc LDS
SCPSF
'R' RARNG OF WAILS. FlAOR. ROOF
N/A
MODULES PER BUDDING
I
HURRICANE PROtECRON USAGE
NO
SHa
HURRICANE SHELTER USAGE
NO
FUME FE
500 50. R.
MT13
17800 Wagon Wheel Lane, Ft. Pierce
MSaSu:
pp��5 25'L X 24'W % 10'H
I. 1N6 WRDD10 IS E XW7r FROM THE Fee Qait4Y
CONSERVAMN CODE PER SECIMN clolA
2. ALL STFIL TUBING SHNL 50 N9 S1RL AND
MEETs/Lx®s GALVANOAnON M AMU AIOG3/AI003M-la
z PWM9NO, EIFDiWGL INGRIM/EOiESS. PROPERTY
sa-elcla. ANO/OR DINER UD CODE REODIREMENR ARE
THE RE4aN931M OF THE OWNER.
4. ROOF AND WALL SHFNNINO 93VRFD " /I2-14z1'
EEIF-DRDNG SLRE" JM SFAL WASHERS O 5' O.a MAX
5. FUlD FRAMING CONNECRONS SECURED Wm+ /12-14.3/4'
SFiF-ORDDNG SCROj9.
a ALL SHOP mAWNc Ca ECIIONs ARE TO eE WELDED. NO
WFIDINO ONSRE I11 WELDING DONE IN SHOP.
F. OJNCRIM DIPMppSMS .ANCHORS NS TO W MINIMUM 1/Y
5.1YW10H�14 2 AAWNC . ie o T eE siFET. WF .
m
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8/10/19
Z
MatlneW T. BaldWin P.E.
Florida License g64608
o.
Sheet:
CA-1 OF 4
12
3�
ROLL —UP
DOOR
FRONT END WALL
O.C.
LEFT SIDE WALL
ROLL —UP
DOOR
DOOR
REAR END WALL
O.C.
RIGHT SIDE WALL
a
CODE Y loN
MC 2017 M Pd'11m, A9E. -l-t
WNUFACNREIE
E/mane MaIWm¢
MIMING e E
UIEM srFt%j Im
MNSRRDGGON irPE
6-e
NSN CATEGORY
RRE PROTECTION
NO A£
NRE SUPPRE551011 SYSTEM
NONE
oCCVPM(X
II1NY. u
111.51E WIND SPEED
V -1m 0
ElwasuRE
c
ENa.osURE
eYansED
I)(MeK MMiUM COEITICIENT
+/- ale
FIGOR OM LOAD
1�
FLOOR MBE EGAD
60P3
1R' RATING OF WALLS. RMOR, ROOF
N/A
MDmm PEN MIMING
I
NURWCME MOMMON USAGE
ND
MIRWCME SHELTER USAGE
Na
SOME FOOTAGE
No $0. IT.
mm
17800 Wagon Wheel Lane, FL Pierce
loaa /:
26'L X 24'W X 10'H
1. W WM IC IS UEYP MOW ME MC ME
SET-IYGIQ MO/OR OMFR IOfl1 ME R£OUN MMIS ME
WE � OF WE CWNM
L RaOF MG WNL %1FATNING 5[wREe WIM 112-14.1'
SELF-OR6MNc SOLLWS WIM SE& WASHERS a e' aL W.Y.
V) e REEM 1F MAM%G NEWS ONS S RED WIM 112-140/4'
i 6. N1. SHOP EA.WING GONNEGIN)NS M[E 10 eE wEum. No
J WflIRNG ONSM NL WnDm DONE M SHOP.
w Y p1AYl A 26WH TE"X STaNGM. 0£ WNIINN 1/3'
> e 12 OR 1� EwMNG S UA V TIRE SIFII, NP
ARE 3261Q2e' NNE SIEII.
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MattheW T. BaldWin P.F
LL1 Florida License #64608
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U3 I ShE.t: CA-2 OF 4
„r
CARP09FSANYWHOM
CODE INFORMATION
WOE VERSION
M 2017 M Ed AXE-2-IC
VMIIFACMRER
CAWaS ANYAIOTE
MINING TYPE
eREIr SIVWURE
CWISMUCRON TYPE
C-B
RISK CATEGORY
I
FIRE PROTECTION
NONE
PRE sUPPRD91oN SYSTEM
NONE
XCWANCY
a. u
BASIC WIND SPEED -
V IBOmPI
DKPOSURE
C
Roll-lipRnl_
DOOR
1p
DOOR
ENCLOSURE
Elam
IMMUL PRESSURE COEFFICIENT
+/- cle
0
I
IVPORTANCE FACTOR
1.15
ROOF DEAD LEAD
1R9'
II
CE
ROOF WE MAD
3RSF OR ]pap PlV1I lab
RDOR DEAD LOAD
IRS
RDOR 111E LOAD
IKPSF
'R' RATING of 0115. FLOOR, ROOF
WA
MOCUIES PER MIMING
I
HURRICANE PROTECRCN USAGE
Np
HURRICANE SHELTER USAGE
No
SQUARE IWTADE
goo S0. FT.
I- 24'-0' I
FRONT END WALL
I-
24'-0' _
REAR END WALL
REV
REVISIONS
DESCRIPTON
DATE
BY
D awn MTB
8/7/19
7 1 aPU800 Wagon Wheel Lane, Ft. Pierce
VPeal/:
261 % 24'W % 10'H
1. MIS BUUD C IS E lMK FROM THE REG ENERGY
CONSERVATION CANE PER SECRON Clol.4
2 ALL SRII MBMG SHNL BE W I@ S1EE AND
III fJLVAN12AlpN PER ASd/ At=/AI0D5V-I5.
3.TwMBN4 EIECTRICAE OIGES/EQ✓E4. IROPERTY
SET-BIDrS. /NO/M an¢R XG& GORE RE011WELIEiR ARE
4.RO0F MID WW 9Sia"G SECURED VM /12-14 1'
SEIF-DWWNG SCREW WM SEAL HASHERS O V = 141E
E FlEID FRMAING CUNNECRONS SECURED WM /12-14v1/4'
SEW-DRa1LVG SCREW.
S. Ml SNR FRAIIEN&mE. Cd=111C � M St1R. BE WELDED. NO
Y. �CGEO W��WWµEE CHORs ME TO HE MINMUV 1/2'
C1AVEIER a 21fpa8 TCISlM GIRDWTH.
E 12 GR 14CA FARMING 6 2 law TUBE SIEFLL NFRES
ARE 21V42e TUBE STEEL
SWINGING
DOOR
(n
W_
>
J
25'-0.25'-0”
LEFT SIDE WALL
RIGHT SIDE WALL
J
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8/10/19
MattheW T. BaldWln P.E.
Florida License #64608
Sheet CA-3 OF 4
MINIMUM 6' TS NIPPLE NIPPLE
SECURED TO WALL POST WRH
(4)/12-144' SEW-DRIWNG SCREWS
�IPPLE TO NIPPLE
BASE RAIL I BASE I
MINIMUM 6' TS NIPPLE NIPPLE
SECURED TO WALL POSE WITH
(4)012-144- SELF-DRIWNG SCREWS
1'2's2' 16 GA ANGLE CUP SECURED
Win (4) /12-144- SEW-DRIWNG
POST TO BASE RAIL END POST TO BASE RAIL
CONNECTION I CONNECTION
2"x2"x2' 16 GA. ANGLE CUP
SECURED WITH (4) b12-14xj"
SELF—DRIWNG SCREWS
NON—STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
INTERIOR
EXTERIOR
SELF-DRIWNG
10' O.C. MAX., D'
CORNERS
Lr/ 4' MAX. FROM
DOOR FRAME TO POST
CONNECTION
2 •2'x2' 16 GA ANGLE CUP
SECURED WHIR (4) /12-144'
16 GA ANGLE CUP SECURED SEW-DRIWNG SCREWS
%12-144' SELF-DRWNG � �_14
OR DOUBLE 75 HEADER
INTERMEDIATE POST TO
HEADER BASE RAIL/OR HEADER CONNECTION
WINDOW RAIL DETAIL DETAIL OPTION 1
2"x2'X2' 16 GA ANGLE CLIP SECURED
WITH (4) #12-144" SELF —DRILLING
MAX. SPAM
r-3" MIN.
MAX.
SIDE WALL ROLL —UP
DOOR/FRAME OUT
HEADER DETAIL
INSTALL PER MANUFACIURERS INSIRUMONS
/14x1' SELF -DRILLING
SCREWIS O 6' O.C. MAX. &
6' MAX. FROM CORNERS
ROLL —UP DOOR TO
POST CONNECTION
DESIGN PRESSURES
— 165 Mph
ROOF
+22.0/-48.4
WALLS
+25.4/-22.8
DOORS
+25.4/-22.8
WINDOWS
+25.4/-22.8
1
2
3
4
1 5
ZONE
+11.7
—25.8
+14.3
—39.1
+22.0
—48.4
+23.8
—20.1
+25.4
—22.8
26 GAUGE ROOF SHEATHING SECURED WRH
(1)012-144' SELF -DRILLING SCREWS O
'2-1-2-1' (6' O.C. (8' O.C. MAX.))
1' 16 GAUGE FURRING CHANNEL 48'
D.C. MAX. SECURED WHIR (2)/12-14K1'
SEW-ORRLNG SCREWS TO EACH RAFIER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
16 GA U-CHANNEL BRACE.
MIN. 24' UP TO Y POSI.
MIN. 49' OVER 7' POST. MIN.
4E TO MAX 69 PROM
HORIZ (O(CWDE END -WALLS;
MINIMUM 6' TS HIPPIE NIPPLE
SECURED TO WALL POST WITH
(4)/12-14.4' SELF-DRIWNG SCREWS
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
MINIMUM 6' Ts NIPPLE NIPPLE
crn,Orn TO WILL POST WRH
'.44- SELF-DRIWNG SCREWS
OR DOUBLE TS HEADER
HEADER CONNECTION DETAIL
OPTION 2
MINIMUM 6' TS NIPPLE NIPPLE
SECURED TO WALL POSE WITH
(4)/12-14rj' SELF -DRILLING SCREWS
POST TO TRUSS
CONNECTION
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1
Hampton Rib Roof Panel
WALL SHEATHING
Carports Anywhere
FL27403.1
Hampton Rib Wall Panel
SWINGING DOOR
ELIXER DOOR AND METAL COMPANY
FL17996.5
407 STEEL DOOR
ROLL —UP DOOR
JANUS INTERNATIONAL CORPORATION
FL12765.4
SERIES 3100
i r r a r ,.it I '1
17 8M FGfllm.
n AN)WERE
ARQCndE
IRUCIION TPE
CATEGORY
B
FJ_6
IOGERNlL PRESSURE COEEFCIEW li/- 41e A
NE LOAD
DEAD LOAD
UVE LOAD
MoDLNS PEA BUILDING 1
HURRICANE PROfECIION USAGE NO
HURRICANE SHELTER USAGE INO
SQUARE EODIAm E00 m. R.
MTD
B/7/19
Wheel Lane, Ft. Pierce
x 24'W X 1O'H
)"PT FROM m SECOON THE 1FAeic aDwv
10 OO 90 RA slm AND
VR K PFA A5T4 A100.T/AlaO34-16.
ft P /E•AfSS. PRCPERIY
'rHut LOCAL '1XE OWNER.CODE REOVIREMORS ARE
HNc ABXIPEO 71GN /12-iH1'
Wm1 SEAL WA= O 6' O.C. Wm.
�MONS sELVIED WIIN /12-14.D/4'
WunINcNDOARiE IN BE WEU� NO
B"OP
ANCHORS ARE m BE 41NMU4 1/2'
ENSUE BIKE .
E 16Y26' TUBE STEEL NPPIE9
8/10/19
(n
J
Q Matthew iT. 6 P.E.
Us
� Florida en.e nse #64606
LLJ
0 Sheet CA-4 OF 4