HomeMy WebLinkAboutPLANS1
III
a
n
LING
B
FRAME
m
PLAN VIEW
2.5" BUILDING FRAMING
' RECESS
4" DOOR WIDTHI
r
ELEVATION VIEW
BUILDING FRAMING
RECESS
•76"�DOOR WIDTH
ROLL —UP DOOR CONCRETE
SPLASH —GUARD RECESS
3'-0"-I
-------------------------FRAME C
OUT----------------------------------------- V�Y[rVMMrl7M
i-XiEXPANSION ANCHOR WITHIN 6" OF
EACH POST/TRUSS ALONG SIDES AND
EVERY OTHER END —WALL POST
1.26" MIN. BASE RAIL
GRADE
N ZCAPACITY
2PSI 4' CONCRETE
WITH W.W.F. OR
FIBER MESH
IMUM SOIL BEARING CONTINUOUS WITH MINIMUM
2.000 PSF (TYP.) 12. OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
\_MIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER
NOTES: MESH) AND 12"x12" REINFORCED FOOTER PERIMETER
SUB -GRADE SOILS:
-TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2017 FLORIDA
BUILDING CODE, 6TH EDITION
CONCRETE:
-MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS
-ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE
STRUCTURE
REINFORCING STEEL (REBAR) REQUIREMENTS:
-MINIMUM GRADE 40 STEEL
-REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
-THE REBAR IS BENT COLD _
-THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6-BAR DIAMETERS: AND
-REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES WHERE DOWELS NEED
TO BE BENT TO ALIGN WITH A VERTICAL CELL. THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1"
HORIZONTALLY TO 6" VERTICALLY.
-COVER:
-2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND
1j" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF I" FOR FINE GROUT,
AND J" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE A
MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR
WEATHER, AND 14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER.
GALVANIZATION:
-METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE
GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.
6'-14.
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St. Lucie County
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MANUFACTURM
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BURRING TYPE
— smucME
wNSmuc1ION TYPE
N-B
RISK CATEcow
FIRE PADTECTON
NONE
FIRE SUPPRESSION SYSTEM
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EftPOSURE
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ENCLOSURE
DICIDvn
INIERLUL PRESSURE wEPi1CIENT
IMPORTANCE FACTOR
1.1E
ROOF DF/D lDAO
10�
ROOF LIVE LOAD
Zppg OR 30N4
FLOOR DUD LOAD
IOPs
FLwR UVE LOAD
WSF
W RATING OF WAIS, FIDOR. ROOF
WA
MODULES FFR BUIDINc
11
USAGE
Im
HURRICANE SHELTER USAGE
NO
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yea sD. Fr.
SWI
12"x12" REINFORCED FOOTER
3'
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WERar
BE WWEO. ND
SHOP
BE MMMUM 1/3'
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10/25/19
Z
MattheW T. BaldWin P.E.
Florida License #64608
IZ
Sheet: CA-1 OF 4
12
SMNGiNG
DOOR
FRAME
OUT
WiNDDW
LEFT SIDE WALL
RIGHT SIDE WALL
M
FRAME
OUR
REAR
SMNGING
DOOR
�� FO NGE
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091 VvG` 00
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PROTECTION NONE
FINE SUPPRESSION SYSTEM INa4E
SIRII n
G2
IMPORTANCE FACTOR
1.1e
ROOF DEAD LOAD
iWSF
ROOF LINE LOAD
20PY OR 3p� NCTf IDb
FLOOR DEAD LOAD
10P3
FLOOR L LOAD
MSF
YY RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE S11kl.TER USAGE
NO
S uARE FOOTAGE
17M SO. FT.
5175 SouthWind Tr., Ft. Pierce, 34951
Maa.,i.
321 X 24'W X 10'H
. TIES BU 6 EXEMPT ERa_M THE RX FMMCY
H /12-141'
RS O 6' O.G MAIL
fE WELnm. NO
SHOP.
BE MIMMUM 1/2'
urso- NIPPLES
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10/25/19
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Matthew T. BuldWIn P.E.
Florida Ucense #64608
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Sheet:
CA-2 OF 4
SWINGING
DOOR
FRONT END WALL
FRAME
OUT
WINDOW
LEFT SIDE WALL
RIGHT SIDE WALL
FRAME
OUT
REAR END WALL
SWINGING
DOOR
51 • 60 cj
Q�
CODE VERSION FBGGItP01a5 /NfYAm¢ M1) eN Fm , ASL4-i-f
WNDFAGfURQi
BUM1DING TYPE UR11Y 51eIIC11AE
CONMUC11ON 1YPE 1-9
FlRE PRORCFION
INWE
RRE SUPPIBS9ON SYSTEM
NDNE
OCOUPANCY
sYaRw,>: s-z
Banc WIND SPEED
Y 1.5 I.
E% OSURE
a
ENCLOSURE
FRar>sm
INTERNAL PR URE C0099CBM
+/- ws
FLOOR DEAD LOAD
IlmF
FLOOR LIVE LOAD
60PSF
W RARNG OF WA . FlDOR. ROOF
N/A
MODUM PER BUMNG
1
HURWCANE PROTEMON USAGE
Iw
HUMCANE SHELRR USAGE
Iko
SQUARE FOWAGE
170 5 . FT.
MTB
8/4/19
AthWTnd Tr.. Ft. Pierce. 34S
32'L X 24'W X 10'H
B EYEWFT MW NE 1e0 F1IERGY
REOUFA/FMS ARE
I ffz-14,d-
R o 6' o.c. NAx
IH I12-14uH'
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10/25/19
LLI
MattheW T. BaldWin P.E.
Florida License #64608
0
v�
sheet:
CA-3 OF 4
MINIMUM 6' TS NIPPLE NIPPLE
SECURED TO WALL POST WITH
(4)/12-141j' SELF-DRIWNG SCREWS
/HIPPIE AeN' FAIL
F ASE
POST TO BASE RAIL
CONNECTION
MINIMUM 6' R NIPPLE. HIPPIE
SECURED TO WALL POST WITH
(4)/12-14,4' SELF-DRIWNG SCREWS
2'v212' 16 CA ANGLE CUP SECURED
WITH (4) 812-14,1- SELF -DRILLING
END POST TO BASE RAIL
CONNECTION
A. ANGLE CUP
SC)RE�WSX� -14
NON—STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
INTERIOR
012-144' SELF -DRILLING
SCREWS O 10' O.C. MAX. 3"
MAX FROM CORNERS
HORIZONTALLY/ 4- MAX FROM
CORNERS VERITCAL.Y
EX ERIOR
DOOR FRAME TO POST
CONNECTION
2X1'r2. 16 GA. ANGLE CUP
SECURED WITH (4) /12-14,1'
16 GA ANGLE CUP SEW RED SELF -DRILLING SCREWS
(4) 012-144' SELF-DRIWNG
OR DOUBLE M HEADER
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR HEADER CONNECTION
WINDOW RAIL DETAIL DETAIL OPTION 1
2"x2"z2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14X4" SELF -DRILLING
SCREWS
VARIES
STD. MAX. SPACIN
3" MIN.
STD. MAX. SP CING
4—VARIES -
SIDE WALL ROLL —UP
1 DOOR/FRAME OUT
1 HEADER DETAIL
INSTALL. PER MNIUFAMRERS INSDtUCnONS
SELF-DRIWNG
O 6' O.C. 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
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 WITH
(1)#12-14,1' SELF-DRIWNG SCREWS O
'2-1-2-1- (6- O.C. (9- O.C. M".))
1' 16 GAUGE FURRING CHANNEL 48"
O.C. MAX. SECURED WRH (2)/12-14z1'
SE1F-DRIWNG SCREWS TO EACH RAFIER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
16 GA U-CHANNEL BRACE.
MIN. 24' UP TO T' POST.
MIN. 48' OVER ]' POST. MIN.
46' TO MAX 6P FROM
HORM (EXCWDE END -WALLS;
MINIMUM 6" TS NIPPLE NIPPLE
SECURED TO WALL POST WON
(4)/12-14,1" SELF-DRIWNG SCREWS
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
MINIMUM 6' TS NIPPLE NIPPLE
crn lRm TO WALL POST Wm1
44' SELF-DRIWNG SCREWS
OR DOUBLE TS HEADER
BUILDING TYPE
HEADER CONNECTION DETAIL
RISK GTECORY
OPTION 2 FlRE PRO EC ON
017 BT 6
'alms A10'FNDa:
W STnWNff
s-2
ICUPTLNL�2J>i41I34[r-.]iaabl?uiLf�l
DEAD LOAD
MINIMUM 6' TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH RWR UVE
(4)a12-14t1' SELF-DRIWNG SCREWS 'R• RA'
DNC
POST TO TRUSS
CONNECTION
0RIll
O®wG�� GG
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
WINDOW
MI WINDOWS AND DOORS
FL17499.1—R5
MODEL 185 SH
tall
MTB
8/4/19
Dthwind Tr., Ft. Pierce, 34951
321 X 24'W X 10'H
IS Bull" Mom THE m ENERGY
WOE PER SECTION CIOIAZ
DIG SHALL BE N KSI SIEELL AND
GALVANGATDN PER ASR1 A1o03/At W3N-16.
:IRICh. INGMS/EGRESS. PROPERLY
O/OR OMER LOCAL CODE MURDNEMS ME
RED OF NE OWNEIL
SHEATIONG MUM WRH /12-14.1'
NONMflONNSS 5 SECURED WHIM iY12�-n1�� /4'
uIIG CONNECrNINS APE M BE WDDED. NO
NL WDOARG WNE IN SHOP.
� N TM9a � BE NNMUN 1/2•
'All IS 2b5¢.6' TUBE SIFFL NIPPLES
VA
10/25/19
Matthew T. Baldwin P.E.
Florida License 064608
Sheet:
CA-4 OF 4