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2"x12" REINFORCED FOOTER
2,500 PSI 4" CONCRETE SLAB WITH W-W.F. AND
NOTES: 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
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 BEM 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:
—3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH
SOIL OR WEATHER, AND 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A
MINIMUM CLEAR DISTANCE OF J" FOR FINE GROUT, AND k" FOR COARSE GROUT BETWEEN REBAR AND
ANY FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING
I GROUT) OF.NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER,
AND 1}" 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.
.______________________________________ROLL-1)P________________________________________________________
DOOR
_ ROLL-IIP______
DOOR
2'
k'x3'(2,500 LB.) CONCRETE
WEDGE ANCHOR WITHIN 6'-
OF EACH POST.
EMBEDMENT MIN.
RAIL
L 2,500 CONCRETE
SLAB
SLAB WITH
W.W.F. W
—12"
(2) #5 REBAR ® 6' O.C.
CONTINUOUS WITH MINIMUM
12" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
in
--------------------
DOOR
CODE VERSION FBD 2017 Sm Mon. A 7-la
MPNUFACRIRFA GNiPORIS AMwOIRE
BUILDING TYPE Inm eIR mm
FIRE
NUMBER OF
ENCLOSURE
FMDLOSM
INTERNAL PRESSURE COERFCIENT
a/- 0.1e
IMPORTANCE FACTOR
1.15
ROOF DUD LOAD
IUPSF
ROOF LNE LOAD
20PSF OR 3W POW LUb
MOOR DM LOAD
10PSF
'R' RATNG OF WALLS. FLOOR. ROOF
N/A
MODULES PER BUILOING
1
HURRICANE PROTECTION USAGE
NO
em"..
12/17/17
i5/EGRESS. FNI'D F!
SS/E CODE PEOUTEIAENIS ME
)WNER.
11
ECURED WRH /12-14x3/4'
EUL WASHER$
SECURED WRH /12-1AxG/4'
DNS ORE ro BE WELDED.
)RS ARE I BE MINRIUM
iENGTH.
UBE STEEL N�PLES ME
W_
Matthew T. Baldwin P.E.
Z Florida License #64608
n Sheet: CA-1 OF 4
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CODE INFORMATION
CODE VERSION
IM 2017 60 Gabon. ASCE-7-10
MANUFA URER
lcN M IMWNERE
BUILDING TYPE
junim BTRUCRME
FRONT/REAR END WALL
LEFT SIDE WALL
RIGHT SIDE WALL
STRUCNON TYPE
PROIECRON
SUPPRESSION SYSTEM
JPANCY
iWABLE NUMBER OF STORIES
C WIND SPEED
)SURE
ASURE
RNAL PRESSURE COERACIENT
IRTANCE FACTOR
F DEAD LOAD
F l LOAD
A DEAD IDAD
RADNG OF WA . FLOOR. ROOF
ULES PER BUILDING
RICANE PROTECRON USAGE
RICANE SHELTER USAGE
ME FOOTAGE
GR RAIB PDINT UMD II
sD.FT.
17
MRS. AND/OR MEN LGCAL CODE REQUIREMENTS ME
ZESPONSOB OF THE OWNER
AND WALL SHEAIHNG SECURED wM /12-140/4'
DRIWNG SCREWS wln SEAL WASHERS O 5' O.C. MAX
FRAMING CONNECTIONS SECURED WITH /12-103/4"
DRLUNG SCREWS.
HOP FRAMING CONNECTIONS ME TO BE WETDEU.
= EXPANSIONS ANCHORS ME TO BE MINIMUM
3'. 2.500IB RNSU Smmm.
FRAMING M 2.51Q.5' TUBE SEEII. NPPLES ME
225' TUBE STEFl.
41
e
0
Z
L.TJ
d
Matthew T. Baldwin P.E.
LLI
Florida License #64608
N
Sheet.
CA-3 OF 4
MINIMUM 6" TS NIPPLE NIPPLE
MINIMUM 6' TS NIPPLE NIPPLE
SECURED TO WALL POST WITH
(4)#12-14,1" SELF—DRIWNG SCREWS
SECURED TO WALL POST WITH
(4)#12-14,1- SELF—DRIWNG SCREWS
IPPLE TO
eSSE RAIL
NIPPLE TO 2'v2'v2' 16 GA. ANGLE CUP SECURED
BASE B41L WITH (4) #12-14,1' SELF—DRIWNG
SCREWS
_ _
2'x2 x2 16 GA ANGLE CUP SECURED
2'v2'v2" 16 CA ANGLE CUP SECURED
WITH (4) /12-14,1' SELF-ORIWNG
SCREWS
WITH (4) #12-1414' SELF—DRIWNG
SCREWS
SINGLE OR DOUBLE TS HEADER
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR WINDOW
POST TO BASE RAIL
END POST TO BASE RAIL
HEADER CONNECTION DETAIL
CONNECTION
RAIL DETAIL
OPTION 1
CONNECTION
NIPPLE TO
BASE RAL
DOUBLE TS HEADER
( ROOF SHEATHING SECURED
26 WITH
WITH (I)812-14a" SELF-DRIWNG
MINIMUM 6' TS NIPPLE NIPPLE
SCREWS O 6' O.C. W.
SECURED TOW EU POST WITH
2-14x;' SELF-DRIWNG SCREWS
2"x2"v2" 16 GA ANGLE CUP SECURED
WITH (4) }12-14v3' SET`-DRIWNG
SCREWS
MINIMUM 6' TS NIPPLE NIPPLE
SECURED TO WALL POST WITH
(4)#12-14¢" SELF-DRIWNG SCREWS
ASINGM
OR DOUBLE TS HEADER
l' 18 GAUGE FURRING CHANNEL 46"
NIPPLE T
O.C. MAX. SECURED WITH (2)®12-144-
BASE RN
SEF-DRIWNG SCREWS TO EACH RAFTER.
NIPPLE TO BASE RAIL
NON—STRUCTURAL HEADER OR
BEM '
ROLL UP DOOR SIDE —WALL
ROOF PANEL CONNECTION
HEADER CONNECTION DETAIL
WINDOW RAIL TO POST DETAIL
2
FRAMING DETAIL
VERTICAL SHEATHING OPTION
OPTION
2"x2"x2" 16 GA. ANGLE CUP SECURED
(4) #12-14x4" SELF -DRILLING
-
CH
$12-144' SELF—DRIWNG
NIPPLE TO
VARIES
812-14,JSEF—DRIWNG
SCREWS O 12' O.C. MAX.
SCREWS O 12' O.C. MAX.
RAFTER
STD. MAX. SPACIN
3"
r T r � �/ '— •� r._
L✓ INTERIOR E%TEPIOR .•/ I I
• L
it 1 ^ry . ,
MINIMUM 6' TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
_
1 f, TI)7J ; �
' ('
(4)812-144' SEE—DRIWNG SCREWS
•I .l i
STD. MAX. SPACING
�12-I
VARIES
-_ ROLLf=UP DOOR TO
BOX EAVE RAFTER TO
' SIDE WALL ROLL —UP
DOOR HEADER
DOOR FRAME TO POST CONNECTION
POST CONNECTION
POST CONNECTION DETAIL
DESIGN PRESSURES — 150 Mph
ROOF
+19.3/-65.7
WALLS/DOORS/WINDOWS
+22.2/-20.0
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
UNION -CORRUGATING---COMPANY —
FL9555.2
26 Ga. MasterRib Panel
WALL SHEATHING
UNION CORRUGATING COMPANY
FL9555.2
26 Go. MasterRib Panel
ROLL —UP DOOR
ASTA DOOR CORPORATION
FL8888.1
203 WINDLOCK
CODE VOSION
IBC 2017 M EJWm ASCE-7-10
MMUFA RER
CMPORR ANr'M —
SUILDING TYPE
I;= SILtUCNAE
CONSTRUCRON TYPE
4_8
ME PROTECTION
INONE
SPEED
INTERNAL PRESSURE COEFFICIENT
/— 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
IOPSF
ROOF AS LOAD
20P5F OR 3000 PANT UMD
FUGOR DEAD LOAD
IOPSF
'R' RATING OF WALLS. FLOOR. ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SOUME FOOTAGE
1300 SO.E.
12/17/17
LDco6an:
5009 Lake Ave. Ft. Pierce. Fl. 34982
Modell :
50'L x 26'W x 10'H UTILITY STRUCTURE
GEI V
I. THIS BUILDING IS O(EMPT PROM THE Me ENERGY
CONSERVATION CODE PER SECDON 1015.22
2 A STED. TUBING SW BE 50 KSI S1E6.
3. PLUMBING. EMDMUCAL INGRESS/EGRESS. PROPERTY
SE.T-BACKS, AND/OR OTHER U= CODE REQUIREMENTS ME
THE RESPONSIBRNY OF THE OWNER.
4. ROOF AND WALL SHFAAING SECURED WITH /12-14.3/4'
SE2F-DRI1UNG SCREWS WIIH SEAL WASHERS O 6" O.C. MAX.
S. p,1, TAALIING CONNECTIONS SECURED WITH /12-14a3/4'
SERIF-DRIWNG SCRDVS.
5. ALL SHOP PRAMNG CONNECTIONS ME TO BE WELLED.
7. CONCRETE EXPANSIONS ANCHORS ME TO BE MINIMUM
1/2-a-. 2,5000 TENSILE STRFNGRI.
8. 14GA FIUMINO R 2.5'e25' TUBE STEEL. NIPPLES ME
2.25'Y2.25' WBE SLED..
aA
�R/e
(n
J Matthew T. Baldwin P.E.
Q Florida License J64608
w Sheet: CA-4 OF 4
0
FF3 t 2 "n9S
ST. Lucie County, Permltdng
ST.I.UC¢' Co'
NReviama.
—d' O.C. MAX.
-
' O.C. MAx
a0 .O.C. 3
-0'.
0
I
m
S"NGING1
DOOR
3•-0•
3-70, •
CARPOMANYMERE
CODE INFORMATION
CODE VERSION
PRO 20I7 (N ZTUw. /SCE-7-10
MANUFACTURER
LIRPCRIS ANWWERE
BUILDING ITPE
STOPIGE SRWCNFE
CONSTNUCRON TYPE
o-R
FIRE PROTECTION
NONE
ME SUPPRESSION SYSTW
NONE
OCCUPANCY
DfORAGE. 5-2
ALLOWABLE NUMBER OF STORIES
1
BASIC WINO SPEED
va-Imnpn
E%POSURE
C
3 - 3 - 3 -8,� 3 -
FRONT END WALL
3 - 3'-&�• 3'-8k• 3'- 3'-Bk• 3'-8•—�
26'-0
REAR END WALL
ENCLOSURE
ENCLOSE])
_
N$kL PRESSURE COEFFICIENT0.1a
IMPORTANCE FAGTDR
1.15
ROOF DUO LOAD
103E
ROOF LIVE LOAD
2OPS' OR 30De PONT LOB
BOOR DUD LOAD / FLOOR LASE LOAD
%OPW / 125a3 OUGHT MRAGO
'R' RATNG OF WALLS. FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRIGWE PROTECTON USAGE
NO
HURRICANE SHELTER USAGE
NO
' O.C. MAX.
SOUARE FOOTAGE
...............
1a So.".
1 - SEU FFR REVIEW CO7M aYOY�o
z Avom Z-WRu I:R s/LI9 ure
J 1 R.E. Wll-MRu WORD s/zz/Ie ure
x
LEFT SIDE WALL
OC& CODE REQUIREMENTS ARE
TYNER.
ECURED WRH /12-14uµ'
DEAL WASHERS O R' O.C. MAX.
SECURED WRN /12-14l/4'
DNS ARE TO BE E0.
)RS ARE TO BE WIMUM
R NGIH
USE STEEL NIPPLES ARE
S
—
—
3'-70•
3'-70• 3'-70• 3'-10•
3'-10•
3'-10• 3'-10• 3'-10•
3'-10•
0' 3'-f 0• 3'-10•
3'_10-
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-
3•
3•
I�L,
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SWINGING.'
ROLL -UP
ROLL -UP
ROLL -UP
DOOR
DOOR
DOOR
DOOR
3'-D'
9/22/18
12 CA POST
12 G4 POST
12 Cql POSE
w
(EACH SIDE OF
(EACH SIDE OF ALL
(UCH SIDE OF
•
ROLL -UP DOOR)
ROLL -UP DOORS)
ROLL -UP DOORS)
2'— 3'-70• 1'— 3'-10'
MatlheW T. BaldWin P.E.
'-6• '-6' -O.-Oa '-6' '-6•
L LI
Florida License #64608
RIGHT SIDE WALL
0
Sheet: CA-2 OF 4
�
SWINGING
DOOR
0
I
0
CODE VERSION
RIC "17 . U'
MMUFACTUPEN
wa6Nts ANMIRRE
BURRING TYPE
SiQRAOE STNCTME
CONSTRUCTION TYPE
n�
FIRE PROTECTON
NONE
FIRE SUPPRESSION SYSTEIA
NONE
OCCUPANCY
STOW E. 5-2
A DWABIE NUMBER OF STORIES
1
BASIC WINO SPEED
V-160m
26'-0'
FRONT END WALL
26'-0•
REAR END WALL
INTERNAL PRESSURE COEFFICIENT
♦/- 0.15
IMPORTANCE FACTOR
1.15
ROOF DEAR LOAD
10P
ROOF WE LOAD
20PSF m ] PANT
FLOOR DM LOAD / ROOR IIVE LOAD
ISPY / 125P7 (Mfl
'R' RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUIMING
1
HURRICANE PROTECTION USAGE
No
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
I'm So.".
REVISIONS
REV
DESCRIPTON
DATI
1
REVSE➢ PER RFVIF.W CONNENR
5/6/1
2
ADDEO WNR-T RU D
9/]/1
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REgN. Wok -TIRO 'co.
f
LEFT SIDE WALL
BE REQUIREMwrS ARE
M 012-14x /A'
]IERS a 6' O.C. MAX
WITH /Ww12
E¢I-14.3/e
TO BE
TO BE WNYuDII
L NIPPLES ME
SWINGING
DOOR
w
z
1
9/22/18
_
—
,_D.
RIGHT SIDE WALL
W
FSheet:
Matthew T. eOldwin P.E.
Florida Ucense #64603
CA-3 OF 4
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FOUND 5/8" IRON ROD & CAP FENCE 2.66'
STAMPED "2960"
6' WOOD FENCE\
/FENCE 0.07' NORTH S90'00 00" E 161.01 (P)
CHAIN LINK FENCE
L 0 T 9
HOG WIRE
,6'X8' METAL SHED
r----Ir-------- ----------
11.5'X23.5'
:—COVERED AREA
n METAL CbNTAINER L 0
11.5'X38'
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CHAIN LINK
"SET 5/8" IRON ROD & CAP
STAMPED "GSI_-LB7673"
FOUND 5/8" IRON ROD & CAP
PAVERS—
-3.5' CONC.
SIDEWALK
5'
A/C
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0"W 160-.78"(P)
SET 5/8" IRON ROD &
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SOUTHWEST CORNER SOUTHEAST CORNER
BLOCK 3 SCANNED BLOCK 3
1 so.7r(P) — — — 1 m
— — —�— — — 150.00'(P)
- 190.00'(P)
St. Lucie Counfy 0 0
_ LACE AVENUE N N
(PER PLAT BOOK 5, PAGE 63)
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1. inch = 30 ft.
LEGAL DESCRIPTION
LOTS 9, 10 AND 11, BLOCK 3, CENTRAL WHITE CITY SUBDIVISION,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5,
PAGE(S) 63. OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
ADDRESS:
5009 LACE AVENUE, FT. PIERCE, FLORIDA
LEGEND
(P)
PLAT DATA
(E
CENTERUNE
M
CALCULATED FROM FIELD MEASUREMENTS
R
PROPERTY LINE
(0)
DEED
No.
NUMBER
P.O.C.
POINT OF COMMENCEMENT
TYP
TYPICAL
P.O.B.
POINT OF BEGINNING
CONIC
CONCRETE
P.L.S.
PROFESSIONAL LAND SURVEYOR
CATV
CABLE TELEVISION
L.B.
LICENSED BUSINESS
SQ.
SQUARE
P.R.M.
PERMANENT REFERENCE MONUMENT
FT.
FEET
IR&C
5/8" IRON ROD'& CAP
TOB
TOP OF BANK -
C.M.
CONCRETE MONUMENT
OHU
OVERHEAD UTIUTIES
IR
IRON ROD
''O�
WOOD POWER POLE
FND
FOUND
FIypRLEy
O.R.B.
OFFICIAL RECORDS BOOK
►t
EHY�DRANT
BOX
PB
PLAT BOOK
DfriS 8EEIMMffiLIQN
PG
PAGE
5
SANITARY MANHOLE
a
CENTRAL ANGLE
R
RADIUS
CU3
WOOD POWER POLE
L
ARC LENGTH
CONCRETE POWER POLE
UGE
UNDERGROUND ELECTRIC
WELL
UG, AT&T
UNDERGROUND AT&T
CABLE TV JUNCTION BOX
R/V/
RIGHT OF WAY
v
SIGN
AIR CONDITIONING
SANITARY CLEAN OUT
CBS
CONCRETE BLOCK STRUCTURE
®
WATER METER
WA
WATER MAIN
U.E.
UTILITY EASEMENT!
LIGHT POLE
D.E
DRAINAGE EASEMENT
F.F.E.
FINISH FLOOR ELEVATION
Aidft�l
1) NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
2) ADDITIONS OF DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS
PROHIBITED. WITHOUT CONSENT OF THE SIGNING SURVEYOR.
3) DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT AND/OR THEIR AGENT.
4) OVERALL PARCEL CONTAINS 0.55 ACRES OR 24.134 SQUARE FEET, MORE OR LESS.
__5)_THE,LAS7 DATE OF FIELD WORK WAS FEBRUARY 20. 2013.
6)-LANDS-SHOWN HEREON -WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT -OF -WAYS,, -RESERVATIONS, —_
AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED
BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
7) BEARINGS SHOWN HEREON ARE RELATIVE TO THE WEST LINE OF LOTS 9-11. BLOCK 3, CENTRAL WHITE
"CITY"SUBDIVISION, HAVING A -BEARING OF NORTH 00-06*20' WEST AND ALL OTHER BEARINGS -SHOWN-
HEREON ARE RELATIVE THERETO.
8) UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A
PART OF THIS SURVEY.
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JOB No.: 13-112
SCALE : 1'=30'
DATE: 03/01/13
DRAWN BY: BK
CHECKED BY: MTO
FIELD BOOK: .
PAGE:
EFB FILE:
CADD FILE:
13-1126ndy.drg
MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER
SIGNATURE DATE:
SHEET,/
OF
2"x12" REINFORCED FOOTER
2,500 PSI 4" CONCRETE SLAB WITH W.W.F. AND
NOTES: 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
i
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:
—3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH
SOIL OR WEATHER, AND 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A
MINIMUM CLEAR DISTANCE OF }" FOR FINE GROUT, AND k" 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
L HOT DIPPED GALVANIZED.
__________________________________ROLL—LP_____--_--_________________________-___--__________-______---_ROLL-LP____--______--_______
DOOR DOOR
6,-6" 8,—O.. —6., 8.—O..
j%3'(2.500 LBJ CONCRETE
WEDGE ANCHOR WITHIN 6'
OF EACH POST.
2" MIN. BASE RAIL EMBEDMENT MIN.
GRADE
2.500 PSI W.W.F.CONCRETE
SLAB
SLAB WITHW.
(2) #6 REBAR ®6' O.C.
CONTINUOUS WITH MINIMUM
12" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
--------------------------------------------------------------
I
SC NN60
St Lucie ccjtjh y
_ ____________ROLL -LP___
DOOR
A P a• p L F
CODE VERSION
FBD 2017 ft WUon, w CE-7-10
MANUFACNRFR
qR OM M ERE
BUILDING TYPE
MLTIY 41RUONRE
CONSTRUCTON TYPE
o-a
FIRE PROMOON
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
VDWE
ALLOWABLE NUMBER OF STORIES
1
INTERNAL PRESBURE COEFRCIE
+/— 0.15
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1aP
ROOF WE LOAD
25PSF OR AM PGIM IYID
FLOOR DEAD LOAD
IOPSF
'R' RADNG OF WALLS. FLOOR. ROOF
N/A
MODULES PER BUILDNG
1
HURRICANE PROTECDON USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
Ia. so.".
50'L x
Is
=11 CODE
R
WER.
ECURED Wnl O/lNZ 4N-
ARE
MSAWARO x.
SECURED WDH 112-14.3/4
NIPPLES ARE
Ld
W_
Matthew T. Baldwin P.E.
z
Florida Ucense #64608
Sheet: CA-1 OF 4
3
• 0 Q;0
O.C. MAX.
CA VO\LJ!'Y\ ■ ME
�I
CODE INFORMATION
CODE VERSION MC M17 ESN EIII A E-7-10
MANUFA RER OwPORTS ANWNERE
c
BUILDING TYPE unuD STRUCTURE
CONSTRUCnON TYPE R-B
FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY STORAGE
ALLOWABLE NUMBER OF STORIES I
BASIC WIND SPEED Vs-150 ph
IXc
f-2•_10�• •_0• •_0• •-0• •_0• •-0• 2'-1Fij•—i
dcUKm
ENCLOSURE
LOSUR E
INTERNAL PRESSURE COEFFICIENT
Rd- Din
FRONT/REAR END WALL
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD 1CPSF
ROOF LOtE LOAD 30PSF OR 31101E PONT LaAO
FlAOfl OFAD LOAD faPSP
'R' RATNG OF WALLS. FLOOR, ROOF N/A
MODULES PER BUILDING I
HURRCANE PROTE4410N USAGE NO
HURRICANE SHELTER USAGE No
SOUARE FOOI 114W 50n.
REVISIONS
REV DESCRIPTON DATE BY
' D.C. Max.
Drawn ey:
MTB
DR1R:
12/17/17
ln<afion:
5009 Lake Ave. Ft. Pierce, FI, 34982
oael
501 x 26'W K 10'H UTILITY STRUCTURE
5Ll
0'-0"
Gdm.� uoTEs
LEFT SIDE WALL
1. TXIs BUILOIN6 R FXFIIPT FROM THE MC ddCY
CONSENATON PER SECRON 1015.22
CODE
2 ALL SIELL NBWG SHAM BE 50 RSI SnE
3. PLUMBING. ELECHUCLL INGRESS/EGRESS. PROPOW
SET -BACKS. AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
WE RESPONSIBIM OF THE MO.
C ROOF AND WALL SHEATHING SECURED wnH /12-140/4'
SELF- RUNG SCREWS WAN SEAL WASHERS O 6' O.C. MAC
5.T FR 0 OONNECTIONS SECURED wnR /12-140/4'
SEE-ORULNO SCREWS.
e.ALL SHOP EUMWG CONNEMONS ARE TO BE
MINIMUM
T. CONCREE EIPMSIDNS ANCHORS ARE TO BE MINIMUM
1/ RWO TENSILE ST
TUBE
9. 14GA. FIRMING I Is 2.512.5' NBE STEII. NIPPLES ARE
25'T
2Z5'YL25' TUBE S1EF1.
0
.-0. o
o .-0.
a .-0'
LaL
/J
ROLL -UP
ROLL -UP
ROLL -UP
DOOR
DOOR
DOOR
Q
z
LJ
Cd
—i --t
,-O" 3'-1 3'-1 ' '-0" 3'-1 ' 3'-t '-0' 3'-1 ' 3'-1 '
Matthew T. Baldwin P.E.
Florida License #64608
RIGHT SIDE WALL
0
r�
Sheet: CA-2 OF 4
F
12
Aga
caMRtsaNvuut+ERE
FRONT/REAR END WALL
LEFT SIDE WALL
RIGHT SIDE WALL
CODE VEfiSION mC mIJ sN Eellbn. ASCE-T-to
MANUFACNRER CARPORR MYMffAE
BUIIDTNG TYPE UOIM STRUCTURE
CONSTRUCRON TYPE 0-8
AU.OWABLE NUMBER OF STORIES
BASIC WIND SPEED
Va-16 O
EXPOSURE
C
ENCLOSURE
ENCEasm
INTERNAL PRESSURE COEFFICIENT
♦/- a.1B
IMPORTANCE FACTOR
1.16
ROOF DUD LOAD
MRSF
ROOF ME LOAD
2CnF OR 300N POINT UMD
FLOOR DEAD LOAD
10P
'R' RATING OF WA , FLOOR. ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
No
HURRICANE SHELTER USAGE
No
SOUME FOOTAGE
1= W.R.
7
DLAL CODE REOUIREMENiS ARE
XYNER
ECURED wRH /12-14x /4'
SEAL WASHERS O 6' O.C. MAX.
SECURED wTM /12-143/4
ONS ARE TO BE MDE0.
1RS ME TO BE MNIMUM
iENBM.
UBE STEELL NIPPLES ME
LJ
LJ
Q
z
L LJJ
`3
Matthew T. Baldwin P.E.
LLI
Florida License #64608
0
U-)
Sheet:
CA-3 OF 4
MINIMUM 6' TS NIPPLE. NIPPLE
MINIMUM 6TS NIPPLE NIPPLE
SECURED TO WALL POST Wnl
(4)#12-14,1' SELF-DRIWNG SCREWS
SECURED TO WALL POSE Win
SELF-DRIWNG SCREWS
IPPIE TO
• SEftAllBASE
L(4)#12-144"
NIPPLE TO 2'x2'x2' 16 GA ANGLE CLIP SECURED
RNL WRH (4) 812-141j' SELF-DRIWNG
SCREWS
2'x212' I6 CA ANGLE CUP SECURED
#1 -1 ANGLE COP SECURED
(4) 812-14 {' SELF-DRIWNG
WS
WITH (4) 812-14a' SELF-DRIWNG
k2�'4'4'
SCREWS
GLE OR DOUBLE TS HEADER
INTERMEDIATE POST TO
HEADER BASE RAIL/OR WINDOW
POST TO BASE RAIL
END POST TO BASE RAIL
HEADER CONNECTION DETAIL
CONNECTION
RAIL DETAIL
OPTION 1
CONNECTION
NIPPLE TO
BASE RAIL
DOUBIE TS HEADER
26 GAUGE ROOF SHEATHING SECURED
Win(1 )812-14�' SELF-DRWNG
MINIMUM 6' TS NIPPLE. NIPPLE
SCREWS O 6' O.C. MAX.
SECURED TO WALL POST WRH
(4)812-144- SELF -DRILLING SCREWS
2'x2'x2' 16 GA ANGIE CUP SECURED'
WITH (4) d12-14,r SELF-DRIWNG
SCREWS
MINIMUM 6' TS NIPPLE NIPPLE
��•
SECURED TO WALL POST WRH
(4)812-141j' SELF -DRILLING SCREWS
SINGLE OR DOUBLE TS HGDER
1' 18 GAUGE FURRING CHANNEL 48'
NIPPLE TO
'
O.C. MAX. SECURED M (2)812-144-
BASE RA h'
'+
SELF-DRIWNG SCREWS TO EACH RAPIER.
NIPPLE TO BASE ML
NON—STRUCTURAL HEADER OR
BASE M
ROLL UP DOOR SIDE —WALL
ROOF PANEL CONNECTION
HEADER CONNECTION DETAIL
WINDOW RAIL TO POST DETAIL
OPTION 2
FRAMING DETAIL
VERTICAL SHEATHING OPTION
2"x2"x2" 16 GA. ANGLE CLIP SECURED
#12-14xj" SELF-DRILUNG
SWITH
CRE(S)
812-144- SELF-DRIWNG
NIPPLE TO
VARIES
812-141j' SELF-DRIWNG
SCREWS 0 12' O.C. MAX.
RAPIER
'
SCREWS 0 12' D.C. MAX.
STD. MAX. SPACIN
3°
INTERIOR EI(1ERIOR
MINIMUM 6' TS NIPPLE NIPPLE
SECURED TO WALL POST WRH
-
)Z••
99
(4)812-14,1' SELF-DRIWNG SCREWS
STD. MAX. SPACING
2�
ES -VARIES
Of
ROLL —UP DOOR TO
BOX EAVE RAFTER TO
SIDE WALL ROLL —UP
DOOR HEADER
DOOR FRAME TO POST CONNECTION
POST CONNECTION
POST CONNECTION DETAIL
DESIGN PRESSURES — 150 Mph
ROOF
I +19.3/-65.7
WALLS/DOORS/WINDOWS
+22.2/-20.0
j P 0• 0 a N
CODE VERSION
SBC 2017 6N U5on. ASCE-7-10
MANUFACTURER
CMPORIS ~ERE
BUILDING TYPE
IIIIUrc nROOm,e:
CONmUCIION tt E
n-B
FIRE PROTECTON
NONE
I ALLOWABLE NUMBER OF STORIES II
BASIC WIND SPEED Vs-150mon
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
IOPSF
ROOF LIVE WAD
20PSF OR 55016 '01W IDAD
FLOOR DEAD LOAD
IOFSF
'R' RATNG OF WALLS. FLOOR. ROOF
N/A
MODULES PER BUILDING
I
HURRICANE PROTECTON USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1.200 SO.".
APPROVED PRODUCTS
..APPR,QVAL-`
Q
ROOF SHEATHING
UNION -CORRUGATING —COMPANY
- FL-9555-'2-
26 Go. MasterRib Panel
WALL SHEATHING
UNION CORRUGATING -COMPANY
=/FL9555.2
26 Go. MasterRib Panel f
ROLL —UP DOOR
ASTA DOOR CORPORATION
FL8888.1
203 WINDLOCK
ARE TD BE WEDDED.
APE TD BE MINIMUM
TH.
sTE¢. wvvlEs ME
J Matthew T. Baldwin P.E.
Q Florida License #64608
w sheet: CA-4 OF 4
0
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FEB 12 Mg
Sr, Lucie county
permirdng
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