HomeMy WebLinkAboutCARPORT PLANS12-11"
10'-0" V-5$" 1U _U" 4'-0 6" 10'-0" V-58" 10'-0"
ROLL -UP �LL-UP --DOOR ROLL -UP ROLL -UP
---------------
12'x12" REINFORCED FOOTER
2 5" PLAN VIEW BUILDING FRAMING _ 4%54" EXPANSION ANCHOR WITHIN 6" OF
EACH POST/BOW ALONG SIDES AND
RECESS
2. EVERY OTHER END -WALL POST/BOW.
3"
OOR WIDTL 1 I 2" MIN. BASE RAIL
ELEVATION VIEW
BUILDING FRAMING
" RECESS
.75"T I DOOR WIDTH
ROLL —UP DOOR CONCRETE
SPLASH —GUARD RECESS
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
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 J" 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.
---------------------------------------------------------------------------------------------------------------
in
GRADE "
6"� N_
2,50I PSI 4" CONCRETE
_
III :::::::::` � � SLAB WITH W.W.F. OR
FIBER MESH
I---12"
(2) #5 REBAR ® 6" O.C.
MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM
CAPACITY 2,000 PSF (TYP.) 12" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
_---____-_ROLL—UP----
DOOR
10'-0"—
16 vG36
ST. LUCIE COUNTY
BUILDING DIVISIO
REVIEWED
FOR COMPLI C
REVIEWED Y
DATE rm
PLANS AND PER IT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
1,_ 8„
TH PLANS ARID ALL PROPOSED WORK
ARESUB, T TO ANY CORRECTIONS
REQUIRED BY ' LD INSPECTORS THAT
il4Y BE NECESSAR ORDER TO
COMPLY WITH ALL APP CODES.
IPI
•I;l FJ I'V1i.�i6LI�i� 6iI11A17ACHIr1�IV��
ARE THE RESPONSIBILITY OF THE
i
--------------------- CONAAMR-OF RECORD---------------_ J
12'-113"
SAO
RECEIVE® c\e
nC -2 6 2�1�
CODE VERSION
FBO 2017 6th Edt6on, ASCE-7-10
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
URUTY STRUCTURE
CONSTRUCTION TYPE
II-8
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vw 150mph
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
2OPSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
10PSF
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
11,500 SO. Fr.
REVISED ANCHORS
0J
0
I
UraWn bY: MTB
Date: 7/17/18
Loco51i n:�07 Seagrape Dr., Ft. Pierce,Fl 34982
odes : 50'L X 30'W X 10'H
GENERAL NOTES
1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 101522.
2. ALL STEEL TUBING SHALL BE 50 KSI STEEL
3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SET -BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
4. ROOF AND WALL SHEATHING SECURED WITH #12-14x1"
SELF-DRIWNG SCREWS WITH SEAL WASHERS 0 6" O.C. MAX.
5. FIELD FRAMING CONNECTIONS SECURED WITH g12-143/4"
SELF-DRIWNG SCREWS.
6. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED.
7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM
1/2"x3", 2,50OLB TENSILE STRENGTH.
8. 14GA. FRAMING IS 2.5x2.5" TUBE STEEL NIPPLES ARE
2.25"x2.25" TUBE STEEL
A
ST. Lucie County, Permitting glim 1 2/ 1 2/ 1 8
10 1, L t 6 tk -) I MattheW T. BaldWin P.E.
Q Florida License #64608
idolts
� Sheet: CA-1 OF 4
H-
12
3�
12
-�O
CODE INFORMATION
CODE VERSION FBC 2017 6th Edition, ASCE-7-10
'n
MANUFACTURER CARPORTS ANYWHERE
0
0 BUILDING TYPE UIUTY STRUCTURE
I
o
I CONSTRUCTION TYPE n—B
FIRE PROTECTION
NONE
go
SWINGING
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
DOOR
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Va-150mph
EXPOSURE
C
ENCLOSURE
ENCLOSED
I
FRONT END WALL
30'-0"
REAR END WALL
INTERNAL PRESSURE COEFFICIENT
+/- D_1a
IMPORTANCE FACTOR
1.16
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
2OPSF OR 30015 POINT LOAD
FLOOR DEAD LOAD
IOPSF
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1,500 SQ. FT.
REVISIONS
REV
DESCRIPTION
DATE
BY
1
REVISED ANCHORS
12/11/18
MTB
10'-O"
ROLL -UP
DOOR
Dro1Vn By: MTB
12 GA. POST
11 (EACH SIDE OF ALL
Dote: 7/17/18
ROLL -UP DOORS)
LoV6
7 Seagrape Dr., Ft. Pierce,Fl 34982
Model : 50'L X 30'W X 10-H
j V-53'— I
'"'
0'-0"
LEFT SIDE WALL
1. THIS BUILDI G IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 101522.
2. ALL STEEL TUBING SHALL BE 50 KSI STEEL
3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SET —BACKS, AND/OR OTHER LOCAL CODE REOUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
4. ROOF AND WALL SHEATHING SECURED WITH #12-14x1"
SELF —DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX.
5. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4"
SELF—DRplL SCREWS.
6. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED.
7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM
1/2"x3", 2,500LB TENSILE STRENGTH.
a. 14GA. FRAMx2 ING IS 2.5".5" TUBE STEEL NIPPLES ARE
225"x225" TUBE STEEL
3'-
3"-
3'-
3"-9
3'-9
3'-
3"-
3'-
3'-
3'-
3"-9
LLJ
'
5
10'-0"
10'-0"
10'-0"
10'-o'
CD
ROLL -UP
DOOR
ROLL -UP
DOOR
ROLL -UP
DOOR
ROLL -UP
DOOR
z
.0 12 GA. POST
12 GA_ POST 0
0 12 GA. POST
12 GA. POST 0
(EACH SIDE OF ALL
ROLL -UP DOORS)
(EACH SIDE OF ALL I
ROLL -UP DOORS)
I (EACH SIDE OF ALL
ROLL -UP DOORS)
(EACH SIDE OF ALL
ROLL -UP DOORS)
12'-1
I
Q
Z
w
12 / 12 / 18
�8 88
o'-o"
RIGHT SIDE WALL
w
Q
cn
F
Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA OF 4
12
3�
- - -
3 1�
- - CAMMANMEW -
CODE INFORMATION
CODE VERSION FBC 2017 6th Edition, ASCE-7-10
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CONSTRUCTION TYPE 11—B
0I
0
SWINGING
DOOR
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Va 150mph
EXPOSURE
C
ENCLOSURE
ENCLOSED
L I
30'-O"
FRONT END WALL
I I
30'-0"
REAR END WALL
INTERNAL PRESSURE COEFFICIENT;
0.18
IMPORTANCE FACTOR
15
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
2OPSF OR 30015 POINT LOAD
-
FLOOR DEAD LOAD
IOPSF
'R" RATING OF WALLS, FLOOR, ROOF
WA
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1.500 SQ. FT.
REVISIONS
REV
DESCRIPTON
DATE
BY
1
REVISED ANCHORS
12/11/18
MTB
.__.............................. ............. ...__._. ...ROLL --UP--- --- _..------...-.__...
DOOR
Dra1Yn By: MTB
-_-._..__._. _.
Date: 7/17/18
----
-- ..._............... —._.................... ........ _.._....... -
Loc i :
7 Seagrape Dr., Ft. Pierce,FI 34982
Model : 50'L X 30'W X 1 O'H
---- ,........ _.... _..... ....__..... ---
... -....... _.... --.... .......... _..... ................... ... _.-................ .._.._..._.__.— ...... .
- 50'-O" I
LEFT SIDE WALL
1. THIS BUILDI G IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 1015.22_
2. ALL STEEL TUBING SHALL BE 50 KSI STEEL
3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
ET S-BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
-
LLB
-
w
4. ROOF AND WALL SHEATHING SECURED WITH #12-14x1'
SELF-DRILUNG SCREWS WITH SEAL WASHERS 0 6" O.C. MAX.
5. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4'
SELF -DRILLING SCREWS.
6. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED.
7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM
1/2'x3", 2,50OLB TENSILE STRENGTH.
B. 14GA FRAMING IS 2.5'x2.5" TUBE STEEL NIPPLES ARE
225'x2.25' TUBE STEEL
12 / 12 / 18
--.._..._.-_._....-..—i700R--------.._.—
-'--........._.....__................._.._............._.............-..........._......---'--.
----._.. .......... _............ _..__........_..........----................----
.__..._...._-...._..---._..DOOR.....---.._.._..-----.....
._.
----......._....._...._.._..._.... -._........_.._......_
.-.._..._............-..._.._.._.....__.........._..__.-....._.._._........._...
_._......._...----------DOOR----._....._...._
._.._........__...._.........------..._................-..._......... -'-'----..-
---.....__..._...._._....... ---....................._._..._.............--'---.
----------ODOR-'-
_...---'-"-'-'---"----"---............._.................... ................. _.__.........
-....__.._.....-'-------.._......... _................................ _.......-.......
_..__.._—....._....._..........
---.
_.._....-_........_.-...._.......__-.._...-......---'----..._...-'
----..__..._...-__...._........--------'-_._...._......_._..._....
.......__._........-......_...---._._._......-..._........._........... ....----.._.
--_.......
---...--'-'----'-----'----...---
.._....-'-.___
...............__.....__..._.._......-.._........_......__...__..._.__...._.
...—_.__.._._..._...........-'-'-'--'—'--._._.._._.-._..-
_.___ _._.....__._..._._-..._...__...._
__._....._........._._.—.-............._....._......-------...------...._..
_.....................-------............._...__.....----.....___._._...-
o0 -O" I
RIGHT SIDE WALL
W
w
(�
Matthew T. BQIdWin P.E.
Florida License #64608
Sheet: CA-3 OF 4
�Im
MINIMUM 6" TS NIPPLE NIPPLE
SECURED TO WALL POST WITH
(4)#12-141e}" SELF —DRILLING SCREWS
1}" IPPLE TO
BASE RAIL
1=1 i 3i 3=1 ;
CONNECTION
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xi"
SELF —DRILLING SCREWS
NON—STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)412-14x " SELF—DRIWNG SCREWS
16 GA. ANGLE CUP SECURED
T WITH (4) #12-141" SELF—DRIWNG 2"x2"x2" 16 GA. ANGLE CUP SECURED
SCREWS
WITH (4) #12-14,4" SELF—DRIWNG
SCREWS
I ittlIL9 I... i1,71I
INTERMEDIATE POST TO
O-ST TO- BASE--RAIL—-H-€ADE-R-/-BAS-E RAa-/-O-R--
CONNECTION WINDOW RAIL DETAIL
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xi" SELF —DRILLING
MAX. SPACI
STD. MAX. SPACING T
VARIES
Fy
Q
-4 SIDE WALL ROLL —UP
DOOR HEADER DETAIL
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14x4"
SELF —DRILLING SCREWS
—SINGLE OR DOUBLETS HEADER
DETAIL OPTION 1
26 GAUGE ROOF SHEATHING SECURED
WITH (1)#12-144" SELF —DRILLING
SCREWS ® 6" O.C. (9" O.C. MAX.)
1" 16 GAUGE FURRING CHANNEL 48"
O.C. MAX. SECURED WITH (2)#12-140"
SELF —DRILLING SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
OR DOUBLETS HEADER
OPTION 2
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14x4" SELF—DRIWNG SCREWS
POST TO TRUSS
CONNECTION
INSTALL PER MANUFACTURERS INSTRUCTIONS
26 GA. RIDGE CAP
1„
2
#12-14xj" SELF —DRILLING
#14x1" SELF —DRILLING
SCREWS ® 6" O.C. MAX. &
NIPPLE TOr
R,gF'TER
°
SCREWS 0 10" O.C. MAX., 3"
6" MAX. FROM CORNERS
MAX FROM CORNERS
HORIZONTALLY/ 4" MAX FROM
CORNERS VERTICALLY
26 GA. ROOF
INTERIOR EXTERIOR
SHEATHING
NIPPLE
WITH17114
26 GAUGE ROOF SHEATHING SECURED
IWNG SCREWS
WITH (1)#12-14)1 SELF—DRIWNG
-24
SCREWS ® 9" O.C. MAX.
{'�" MINIMUM 24" TS NIPPLE.
DOOR FRAME TO POST
ROLL —UP DOOR TO
ROOF RIDGE CAP
BOX EAVE RAFTER TO
TRUSSED RAFTER
CONNECTION
POST CONNECTION DETAIL
POST CONNECTION
REINFORCEMENT
CONNECTION DETAIL
DESIGN PRESSURES
— 150 Mph
ROOF
+19.3/-41
.4
WALLS
+22.2/-20.0
DOORS
+22.2/-20.0
WINDOWS
+22.2/-20.0
1
2
3
4
5
ZONE
+9.3
—21.9
+12.3
—35.1
+19.3
—41.4
+22.2
—20.0
+21.9
—18.8
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carolina Carports, Inc.
FL6596.1
26 Ga. AG Roof Panel
WALL SHEATHING
Carolina Carports, Inc.
FL6702.1
26 Ga. AG Panel
SWINGING DOOR
ELIXER DOOR AND METAL COMPANY
FL17996.5
407 STEEL DOOR
ROLL -UP DOOR
ASTA DOOR CORPORATION
FL8888.1 -R5
203 WINDLOCK
WINDOW
POCOHONTAS ALUMINUM COMPANY, INC.
FL12940.2
MODEL 10OVS
CODE VERSION
FBC 2017 6th Edition,
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Via-150mph
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/— 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD 2OPSF OR 3001b POINT LOAD
FLOOR DEAD LOAD IOPSF
"R" RATING OF WALLS, FLOOR, ROOF N/A
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE IND
SQUARE FOOTAGE 1.500 SQ. FT_
REVISIONS
REV DESCRIPTON I DATE I BY
1 REVISED ANCHORS 12/11/18 MTB
7/17/18
Loc 120i n:
7 Seagrape Dr., Ft. Pierce,Fl 34982
odes : 50'L X 30'W X 1 O'H
GENERAL NOTES
1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 1016.22.
2. ALL STEEL TUBING SHALL BE 50 KSI STEEL
3. PLUMBING, ELECTRICAL. INGRESS/EGRESS, PROPERTY
SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
4_ ROOF AND WALL SHEATHING SECURED WITH #12-141'
SELF —DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX.
5. FIELD FRAMING CONNECTIONS SECURED WITH �12-14x3/4°
SELF—DRIWNG SCREWS
6. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED.
7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM
1/2"x3", 2,600LB TENSILE STRENGTH.
8.14GA FRAMING IS 2.5"x2.5" TUBE STEEL NIPPLES ARE
225"x225" TUBE STEEL
iq
12/12/18
U)
J
Q MattheW T. BGIdWin P.E.
I- Florida License #64608
o Sheet: CA-4 OF 4