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PRINTED COPIES OF THIS
THE SHA AUTHENTICATION
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1. THESE PLAITS PERTNN ONLY TD THE STAUCNRE, INCLUDWC ND FORCE RESISII CO PONENTS D CLADDI G, AND
RAIL ANGHORAGE OTHER DESIGN ISSUES, INCLUDING BUT NOT UMRED TO PLUMBING, ELECTRICAL INGRESS/EGRESS, PROPERTY
FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.IFIRE
THIS STRUCTURE IS DESIGNED AS ANN-HABITABLE VTLTY/SMRAGE BUILDING (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD I
OF THE STRUCTURE AND APPLICABLE LNE ANDWIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING
WINDOWS, OR OTHER COMPONENTS NOT USED IN THE FBG APPROVED PRODUCTS LIST. AND NOT PROVIDED MID INSTALLED
THE OWNER'S RISK CARPORTS
WE TO THE I
N E STEEL TUBING SHALL FIE tf0 K51 STEEL AND NEETS/EXCEEDS G4LVMIRATtON PER ASTM A1003/AtOOD-1&IMPORTANCE
PLUMBING, EIECEAICIiL. INGRESS/EOR65, PROPERhSET-BACKS, AND/OR OTHER LOCAL CODE REQIREENTS ARE THE
ROOF AND WALL SHEATIUNG.SECURED WfiH /12-14t3/4SELF-DRIWNG SCREWS LOTH SEAL WASHERS O 8O.C. MAIf.
I 7. FIELD FRAMING CONNECTIONS SECURED WTTIR /12-74:3/4 SELF-DRIWNO SCREWS
B. ALL SHOP FNMIING CONNECTONs ARE ,TO BE WELDED. NO WELDING ONStTE ALL WELDMC DONE M SHOP BY A CERTIFIED WELDER. i
9. CONCpITE IXPANSIONS ANCHORS ARE TO BE MINIMuN I/2' DUNERiR & 2,Fi00lB TENSILE S'fREt(CiH.
i 10. 12 OR 14CA. FRAMING IS 2A5t2.8 VIBE STEEL NIPPLES ARE 2.26x2S8 TUBE SR31 IMODULES
_ICODER
nSWINGING
CODE VERSIONz
17,o Editbe_—
- --��-
R57 ANYWHEREBUILDING
TYPELiIY
DIN TYPE
STRIICRIRE !CONSTRUCTION
T-B
-
RISK
PROTECRYISEE-BACKS,
PROTECTIONONE2.
FlRE SUPPRESSI
ONELOAD
OCCUPANCY
UDOORS,
ND SPEEDR-ItlOm
nBEAT
EXPOSURE
-E
ENCIASURE
CLOSEDINTERNAL"
PHESS—
��0.16'--"—.___.4.
FACAB.
ROOF DEADlOA0Pg
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LNE L,GApFOR
3001b P.L8.
FLooR DENT ID1GPSF.
FLOOR LIVE LOAD _ _
BOPSF
'R'PATING OF WAU.S.FLOOPROOFIVA
PER BUILDING --
1-'
iY
emmE S.
-TO RETARDANTTUDATE TREATED AND COVERED WITH 8 MIL VAPOR RETARDANT PER SECTION
R318 pT�D 1818 OF THE 2017 FLORDA BUILDING CODE, UTH EDITION
-BOTTOM. OF CONCRETE FOQTING SHALL BE MWIMUM OF 12'BELOW UND6NR(iED OR
ENGINEERED GRADE
-MDUNUM 2.800 PSI COMPRESSIVE. STRENGTH AT 28 DAYS
-ALL OPEN AREAS OF CONCRET��CHIDE OF THE PROPOSED STRUCTURE SHALL BE
I DESIGNED TO SLOPE AWAY FROM THE STRUCTURE
Rt7NFORCINO' �T' (R®MT REQUIREMENTS.-
-MINIMUM GRADE 40 STILL
-REBAR MAY BE BEM W SHOP OR FIELD PROYIDEDI
-THE REBAR IS BEM COLD
-THE WAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED
G-BAR DIAMETERS: AND
-REINFORCEMENT PAIW �MDEDDEV IN CONCRETE SHALL NOf BE FIELD BEM
EXCEPT W CASES ERE DOWELS HEM MBE BEM TO AIJGN WITH A VERTICAL
CELL THESE RMAR MAY BE.BEM NOT TO DICED TO SLOPE OF 1'
HORIZONTALLY TO 8' VERTICALLY.
-COVER:
-2' COVER MINIMUM -WHERE -THE CONCRETE IS CAST AGAINST MID,PERMANENTLY..
IN CONTACT WITH SOIL OR WEATHER. AND 11' ELSEWHERE .TERM EMBEDDED W�-
GROUTED CELLS SWILL. HAVE A MINIMUM CLEAR DISTANCE OF;' FOR FINE
GROUT. AND i' FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL.
' REBAR USED W MASONRY WALLS SHALL HAVE MASONRY CITY(R OAA7.uDiNO
I GROUT)OF NOT LESS THAN 2' FOR MASONRY UNITS WITH FACE DWOSED TO
EARTH OR WEATHER Mo Ir FOR MASONRY UNITS NOT EXPOSED TO EARTH OR
WEATHER.
METAL AGO ICES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECT'
OPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASIM A HOT,DOOR
CLASS B-Z METAL PLATE CONNECTORS. SCREWS. BOLTS. AND NAhS F)PO5E0
DIRECRY TO WEATHSHA ER LL WESTAINLESSSTEEL. OR HOT_ DIPPED GALVANIZED. -
j'Ab;' IXPANSION ANCHOR WITHIN 8'
OF EACH POST/TRUSS ALONG SIDES
Mo EVERY OTHER END -WALL POST
MIN' E RAIL
t G.
'w,,l I).:
11. 4' COFTCRETE SLAB
�. MESH W.W.F. OR FIBER
I -
(2) 88 REBAR O 8' O.C.
MINIMUM SOIL 8PARING CONTINUOUS WITH MINIMUM
CAPACITY B00 PSF(TYP.) 72' OVERLAP SPLICE
EXISTING CONCRETE FOUNDATION/
BASE RAIL ANCHOR DETAIL
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HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO -
SQUARE FOOTAGE - -
1400 SQ. ET.
REVISIONS
EV
DESCRIPTONN
DATE
BY
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9/28/zo
- 7803 North BM., FL PEeree .
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Digitally Signed
biv�`atti bw - -�
by
Baldwin
Date: 2020.09.28
13:86:43-04'00'
Mom,* T. Bold*Tn P.E.
- - Florida Uc.= 64808
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18"x16" REINFORCED FOOTER
I
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CONCRETE SPLASH -GUARD RECESS
(OR_ FIBER
PERIMETER:
18--16" REINFORCED FOOTER
-- - -- - ---- -- -
-
I- 20'-011
Sheen CA-1 OF 4
ST. LUCIE COUNTY
BOCC FILE COPY
1
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ROLL —UP
DOOR
FRONT END WALL
O.C. W
REAR END WALL
rF-
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MAX.
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DOOR
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CARPORBANYWHERE
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PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND a 5 CA-2 OF 4
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
TD03"8W, FL PA
® 201 X 201VX 10'H
FILE Copy
-
CARPORTSANYWHERE
CODE I FD
CODE VIOYSaN
EN Edition
OF RER
ANYWHERE
BUILDING TYPE
RUCR1RE
CONSTRUCOON TYPE.
rK
RISC CATEGORY
FIRE PROTECTION -
FIRE SUPPRESSION SYSTEM
OCCUPANCY
WIND SPEED
B
- -
E
EBmac.
ENCLOSED
- - - - - - - - - -
SU
B1iE7iH6L. PRESRE-COFFF..___
IMPORTANCE FACTOR
1.0 -
ROOF DEAD U1TD
10PSF
- - - -
ROOF LIVE LOAD
20PSF-OR 9000 P.L.
-
- - - -
FLOOR DEAO.LOAD
1CPSF
-
_ _ROLL -up
.DOOR
FLOOR LIVE LOAD -
SOPSF
'R'PARNO OF ALLS,FLOOR,R00
A _
OULES PEN BUILDING
1
HURRICANE PROTEODON MAGE IND
HURRICANE SMELTER USAGE _
NO
SQUARE FOOTAGE
400 SM FT.
-.REVISIONSML
.
DESCRI
TE
I BY
19'-7'
FRONT END WALL
19'-7'
REAR END WALL
M,B
9/2B/20
760E North Blvd. FL Plum
® 20'L X 20W X 10'N
I
SWINGING
DOOR
- - ' - -- - - _ - -- - - -- - -
--
^ 20'-0' -I
LEFT SIDE WALL
I 20'-0' -
RIGHT SIDE WALL
'
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON .ANY ELECTRONIC COPIES
Z
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W
- a
Motu t T. Baldwin P.E.
Madd Uc 8180E
S1f—CA-3 OF 4
PILE COPY
U
11d41YUM 6' TS NIPPLE NIPPLE MINIMUM 6' TS NIPPLE NIPPLE
SECURED TO WALL POST WIN S(�E)CURED TO WALL POST.WITH -
T4UR12 14gr' SELF-DRUJNC "C 12-14x)' SELF-DRILUNO
S • NIPPLE
ER TO NIPPLE 2' Qa%2' 16 Oil ANGLE CUP
' BASE SECURED WRH SCREWS ( 1 / -14 2'x2'�2' 18 Gil ANCLE CUP
giF_py LLINNCO ..SECURED WTO1 (4) /12-14n{'
SELF-DI6WN6 SCREYIS
INTERMEDIATE POST TO
POST TO BASE RAIL END_ . POST TO BASE RAIL HEADER BASE RAIL/OR HI
CONNECTION CONNECTION WINDOW RAIL DETAIL
2'x2'xr 16 GA. ANGLE CUP SECURED
16 GA. ANGLE CUP
WWITNIGI (4) .-144
OR DOUBLE TS
VARIES 26 GAUGE ROOF SHEATHING SECURED WITH
(1)/12e14x1' SEU'-DfUUNG SC o N6F+-
MAX. SPACIN -1-z-1 (6' Ox (B' D.C. MAx.)) TO TR
6k(�A)NGLE CUP 3' MIN.
SCREWS 14x{' - -
MINIMUM e' is N
NIPPLE SECURED
TD. MAX. SPICING E"T C (4)�1
1' 1e fi4U6E FURRING CHANNEL SELF-DRwRG s
_ VARIES(z)% 2 1 x' saUF RDRIRILUNG
SIDE WALL ROLL -UP TO la RAFTEEL
)D OR DOOR/FRAME OUT ROOF PANEL CONNECTION POST TO TRUSS
_DETAIL HEADER DETAIL VERTICAL SHEATHING OP= I CONNECTION
-- INSTALL PER MANUFAMRERS INSRRUCDONS 8' TIPPLE TO -
USS
/12-14xj' SELF-Df6UIN0 /14x1' SELF-DRUNG'. - •,�-
SCREIY" 0 6' O.C. MAx. u-cHANN eRAcE MIN.
"CREWS 0 10. O.G. MAX., 3 6' NAx. FROM CORNERS 24 UP TG r POST: MIN
s' MAx. FROM CORNEA" 2e' DYER r POST. MIN.
HORIiONTAIlY/ 4' MAx. 4S TO MAx, W FROM
. FLtOM CORNERS VQTITCNl - HORiL (EXCLUDE
FND-WALLS). SECURED
INT RIOR DMIOR 'Zw S�QF 4 12 0 4
6 - MINIMUM E' 7S NIPPLE NIPPLE
SECURED TO WALL POST WITH
DOOR FRAME TO POST +iR14i• saF-owwNo
CONNECTION - ROLL—UR-DOOR TO - BOX EAVE RAFTER TO_
POST CONNECTION POST 'CONNECTION DETAIL
OR DOUBLE TS
HEADER CONNECTION DETAIL
OPTION 2
DESIGN PRESSURES — 150 Mph
ROOF
+19.3/-41.4
WALLS
+20.0/-22.2
DOORS
+20.0/-22.2
WINDOWS
+20.0 -22.2
ZONE
+9.3
—21.9
+12.3'
—35.1
+19.3
—41.4
+18.8
—21.9
+20.0
—22.2
APPROVED PRODUCTS
APPROVAL NO. _
ROOF SHEATHING
Carports Anywhere
FL274021-R1
Hampton Rib Roof Panel
WALL SHEATHING
Carports Anywhere
FL2740361
Hampton Rib Wall Panel
SWINGING DOOR
ELIXER DOOR AND METAL COMPANY
FL17996.5
ROLL —UP DOOR
JANUS INTERNATIONAL CORPORATION
FL21450.3
SERIES 3106
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTF
CAMIRBANMHEM
FL 'PG
X 10'H
J
Q MoU1wIr T. Baldwin P.S.
Florida License 6460E
AND �i snexL: CA-4 OF 4
p
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