HomeMy WebLinkAboutCARPORTS ANYWHERE - PLANSGROUND 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 Lerfgth
(all buildingwidths 530')
Wind Speed (mph)
Soi l Type
:5140
145-155
160-170
175-180
Very dense and/orcementedsand, coarse gravel':
301'
3011
4811
4811
cobbles, preloaded silts; clays and coral
Medium dense coarse: sands, sandygravels,
30"
4811
48"
6011
very stiff silts and clays
Loose to medium dense,sarlds, firm to stiff
48"
48"
60"
60"
clays-, silts, and alluvial fill
Loose sands, firwdays,silts, and alluvial fill
4811
6011
6011*
60"*
''-2 anchors per post unless soil changes to more desireable type at half depth orshallower.
SCANNED
BY
St. Lucip0minb/
51'
R C IVED
SE 18 :'019
ST. Lucie ou tv. Permlttlnn
BULLRING TPE
Ilalll'f SIRUCM¢
CaNSERocOON
o-e
RRN OAWCOW
g
I
FIRE PROI nO
NaNE
FIRE stlPPREss
NON[
OCaEIPANC!NJ
u1Dn. u
IMPORIANCE FACTOR
1.1e
ROOF DEAD LOAD
10P3
ROOF 11YE LRAD
20PSF OR S PaM I
FLOOR DFAD LOAD
taps
FIROR UK LOAD
ewsr
I SQUARE FOOTAGE I I.= so. Ff. II
8/18/1s
1 Berger Rd., Ft. Pierce
35,L X 30'W X 12'H
s DTIJPT FROV TIE Fec ENERGY
CODE FER SEMN CIOIA.2.
NC SHALL BE N KM SIEFL AND
GALVMN RON PER ASTM AIM/At003N-1e.
TWA"
«' MARE
UFr OF ,RE OWNER.
Sliani01G SECURED Will 112-14a1•
SCREWS W" SEAL WAaIDAs a e' O.C. W.
DONNECFONS SECURED M 112-140/e
INGING OCANECDONS ARE RU BE WELDED. No
A L WnrnNO DONE e1 sxw.
NWNS µCLOYS ARE TO BE WIMWUU 1/2'
OoLB TE AEE SIIENGIR.
"M IS 2.57 L ' NBE S16L NF+RLS
Z
i
w
8/21/19
Z
MattheW T. BaldWin P.E.
Florida License #64508
d,
Sheet
CA-1 OF 4
CARPORTSANYWHEIM
CODE I FOR TIO
MOE v ON FBD M17 M EA Asa-T-I
VANUFH:RIRER rNanrtrs M1IWRRB
BUILDING TYPE UR SERU m
CONn =ON TYPE o-e
WSN CAIE w I
nRE PROIEC110N NONE
nRE SUPPRESSION SYSTEM NONE
aCCUPANG U1 . u
B c WIND SPEED- W lft.PA
�un c
ENCLOSURE OM
INIENINL PRESSURE COEFFlGENT ♦/- m
IYPOWANCE FAGRIR 1.15
ROOF DM U IoP
ROOF LIVE LOM MPS oR =b POOR UYD
,i OI FLOOR MO ICAO TOPS
N V
FLGOR WE 11UO WPY
W RAnNG OF WMJ-% FLOOR ROOF N/A
VO LES PER BUMNC I
MMCANE PROTECTION USACE No
HURRICANE SHELEER USAGE NO
SOUME FOOTAGE I.OBO 54 Fr.
REVISIONS
_ - - REV DESCRIPTON DATE BY
I_ 3D'-D• I I ao'-o• -I
FRONT END WALL REAR END WALL
D.Urm er• MTB
mtc 8/18/19
Mouo2
100 Berger Rd., R. Pierce
YOdeli:
351 % 30'W % 12'H
1. n6 BUW R E]a1/Pr FROM 1NE me FNDtGY
CONSERVAn0N MOE PER SECnON CIOIAZ
L ALL Snit NBNG SIULL BE DO H51 SlEfl MO
YEErs/Exc®s cAivMOAnaN PEG ASM A1aos/AlowY-15.
D. P WON% DECIRNYA. INGH65/EGW , PROPERTY
sEr-Boca. AND/aR o1IRH I MOE MnUIRFNEIRs ARE
THE T✓ESPaN51BR11'! OF . 0"m
t ROOF MD WALL EHFATHING SECUFEa Winl i13-1/rI
SFIF-OR9LNG SQSYfi WTN SFIL WA4ER5 O B D.C. WAIL
B. FB3D FRWNO CONNECTIONS BECURED Wlnl /I]-14z1/4'
SIIF-PtGW10 WiIK.
6 ALL SHOP niWND CONNECTIONS ARE 10 BE WETGEO. NO
WELOMG ONBIIE A11 WEIDING GONE IN SHOP.
1. CONCRETE FJIPANsoNS MCHOa AAE EO BE WINII/{IY 1/2'
8. 12CR 1IbA�ritNANG 69261Q.p�111BE SIFII. NWNS
ME 2M'Q TUBE SIEIl
35•-0" I w.
LEFT/RIGHT SIDE WALL �pOF'VO GG o
G 00 w 8/21/19
W MattheW T. BaldWin P.E.
Florida License #64608
2
P V) sneer. CA-3 OF 4
MINIMUM 6' TS NIPPLE NIPPLE
MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WITH IV
SECURED TO WALL POST WITH (4)/12-144' SELF —DRILLING SCREWS
(4)/12-144' SELF—DRILUNG SCREWS
IPPLE TO BlSE NIPPLE TO 2'r2'x2. 18 G0. ANGLE CUP SESECUREDNJ 80.5E RAIL RAIL WID(4) /12-141j' SELF—DRILLNG
16 GA ANGLE CUP SECURED
WITx (4) p12-14.j- SELF—DRLUNG
SCREWS
1 I 17=i
II,JI1—
POST TO BASE RAIL END POST TO BASE RAIL
CONNECTION CONNECTION
A. ANGLE CUP
SCREWS-14Xj-
NON—STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
DESIGN PRESSURES
— 165 Mph
ROOF
+23.3/-51.6
WALLS
+27.2/-25.8
DOORS
+27.2/-25.8
WINDOWS
+27.2/-25.8
1
2
F 3
4
1 5
ZONE
+12.0
—26.8
+14.9
—40.7
+23.3
—51.6
+25.8
—22.4
+27.2
—25.4
2'r '#' 16 GA ANGLE CUP
SECURED WITH (4) W12-14.j'
SE F-ONwNG SCREWS
OR DOUBLE TS HEADER
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR HEADER CONNECTION
WINDOW RAIL DETAIL— DETAIL OPTION 1
NIPPLE
26 GAUGE ROOF SHEATHING SECURED WITH
(1)012-14,1' SELF—ORLLNG SCREWS a
'2-1-2-1' (6. O.C. (B' O.C. MAX.))
1. 16 GAUGE FURRING CHANNEL 48'
G.C. MAIL SECURED WITH (2)/12-14a1'
SELF —DRILLING SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
16 Gk U—CHANNEL BRACE
MIN. 24' UP TO T' POST.
MIN. 48' OVER T POST. MIN.
4T TO MAX 6T FROM
HORIL (EXCLUOE END —WALLS;
MINIMUM 6' TS NIPPLE NIPPLE
SECURED TO WALL POST WITH
(4)d12-14Xj' SELF—DRILUNG SCREWS
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
MINIMUM 6' TS NIPPLE NIPPLE
—.— TO WALL POST WITH
14q" SELF—DRIUNG SCREWS
OR DOUBLE TS HEADER
HEADER CONNECTION DETAIL
OPTION 2
TRUSSED RAFTER
CONNECTION DETAIL
MINIMUM 6' TS NIPPLE NIPPLE
SECURED TO WALL POST WITH
(4)012-144* SELF—DRILUNG SCREWS
POST TO TRUSS
CONNECTION
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402 y�
Hampton Rib Roof Panel
��'
WALL SHEATHING
Carports Anywhere
FL27
Hampton Rib Wall Panel
v45' a M
*® c
L ► 0 .
1 EL
1 A i III
2017 8M FEL
mm mvgl D
TY 6TRUONIE
U
jUa4g
IN11- 2, �l 1YaJ:i'i:.la]ILIaTI� UPI
Cm LOAD
VA
MTB
100 Berger Rd., Ft. Pierce
M6a61�:
35'L X 30'W X 12'H
i. Res BLe1Dl10 S D(EH/PT MOM THE EBC ENFRf.Y
1 c00E R WREUEM5 ME
ECURED WIM 112-14a1'
AAA ll v a 6' o MAx
SMRlID WIM /12—I43/4'
]INS ARE TO BE WELDED. No
10 DONE N 910P.
4S AIE TO BE MINIMUM 1/2'
BMENGM.
W1 mm BDFL NPRl6
J
Q MnHNaW iT.s Baldwin P.E.
U � Florida License B64606
w 0 Sheet: CA-4 OF 4