HomeMy WebLinkAboutBuilding Plans0
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SWINGING
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ROLL -UP
1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND
BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SET —BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS,
2. THIS STRUCTURE IS DESIGNED AS A NON —HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD
LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING
DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST, AND NOT PROVIDED AND INSTALLED
BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. CARPORTS
ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE
APPLICATION OF ADDITIONAL LOADS.
3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2.
4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15.
5.PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE
RESPONSIBILITY OF THE OWNER.
6. ROOF AND WALL SHEATHING SECURED WITH #12-143/4" SELF —DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX.
7. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4" SELF —DRILLING SCREWS.
8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED WELDER.
9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,500LB TENSILE STRENGTH.
10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL.
—TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION
R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION
—BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12" BELOW UNDISTURBED OR
ENGINEERED GRADE
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:
—3" 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 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 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 163,
CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.
MIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER
MESH) AND 12"x12" REINFORCED FOOTER PERIMETER
A"x54" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END —WALL POST
2" MIN. —I II- ABASE RAIL
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RECEIVED
FEB 0 5 1011
Permitting Department
Si, Lucie County
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N 2,500 PSI 4" CONCRETE
1-1I a, SLAB WITH 10GA. W.W.F.
OR FIBER MESH
(2) #5 REBAR ® 6" O.C.
MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM
CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE
CONCRETE FOUNDATIONZBASE RAIL
ANCHOR DETAIL
2 5" PLAN VIEW DOOR FRAMING
J" RECESS
OOR WIDTri
ELEVATION VIEW
DOOR FRAMING
RECESS ---\ IL
T
•75"J 4" OOR WIDTH
OPTIONAL ROLL -UP DOOR
CONCRETE SPLASH -GUARD RECESS
12"x12" REINFORCED FOOTER
=ILE
Cot
ST.
LL
I CODE VERSION IFBC 2020 7th Edition4l
BUILDING TYPE IUTILITY STRUCTURE II
CONSTRUCTION TYPE II—B
RISK CATEGORY 1
FIRE PROTECTION INONE
FIRE SUPPRESSION SYSTEM INONE
U
SPEED
ENCLOSURE JENCLOSED
INTERNAL PRESSURE COEFF. +/— 0.18
IMPORTANCE FACTOR 11.0
ROOF DEAD LOAD 11OPSF
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
5OPSF
"R"RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
INO
SQUARE FOOTAGE
11,200 SQ. FT.
2020 FBC
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n413 PineTree Dr., Ft. Pierce, 34982
SIZE' 40-L X 30-W X 12-H
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MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH SECURED TO WALL POST WITH
SC�) 12 14xj" SELF—DRILLING/_2"x2"x2"
EWS SCREWS 14x4" SELF —DRILLING
V \ BASE RAIL NIPPLE T ivPPLE TO" 16 GA. ANGLE CUP
BASE RAI SECURED WITH (4) #12-14x4"
SELF —DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CUP
_ _ _ _ SECURED WITH (4) #12-14x1"
7—I 1 r=- I I i I I-1 I-1 I IEl �—I 11-1 SELF —DRILLING SCREWS
1(-
INTERMEDIATE POST TO
POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA.
ANGLE CLIP
SECURED WITH (4)
#12-14xj"
SELF —DRILLING
SCREWS
NON—STRUCTURAL
HEADER OR WINDOW
INTERI,
#12-14)4"
SELF -DRILLING SCREWS
® 10" O.C. MAX., 3"
MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS
VERTICALLY
1Z„
EXTERIOR
DOOR FRAME TO POST
CONNECTION
END POST TO BASE RAIL HEADER/BASE RAIL/OR
CONNECTION WINDOW RAIL DETAIL
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14x4" SELF —DRILLING
SCREWS
VARIES
TO
STD. MA�3SPM SPACING
STD. MAX. SP*CING
MINIMUM 6" TS
NIPPLE. NIPPLE
SECURED TO WALL
POST WITH
(4)#12-14)j"
SELF —DRILLING
SCREWS
SIDE WALL ROLL —UP
DOOR/FRAME OUT POST TO TRUSS
HEADER DETAIL CONNECTION
PER MANUFACTURERS INSTRUCTIONS 26 GAUGE ROOF SHEATHING SECURED WITH
(1)#12-14)l SELF —DRILLING SCREWS
2-1-2-1' (6" O.C. (9" O.C. MAX.))
#14x1"
SELF —DRILLING
SCREWS ® 6" O.C.
MAX. & 6" MAX. Lt-�00.
MAN'FROM CORNERS MpA
ROLL —UP DOOR TO
POST CONNECTION
1" 16 GAUGE FURRING CHANNEL
48" O.C. MAX. SECURED WITH
(2)#12-14x1" SELF —DRILLING
SCREWS TO EACH RAFTER.
2"x2%2" 16 GA. ANGLE CUP
SECURED WITH (4) #12-14x1"
SELF —DRILLING SCREWS
SINGLE OR DOUBLETS
HEADER CONNECTION
DETAIL OPTION 1
26 GAUGE ROOF SHEATHING
SECURED WITH (1)#12-14x4"
SELF —DRILLING SCREWS
'2-1-2-1' (6" O.C. (9" D.C. MAX.))
1" 16 GAUGE FURRING CHANNEL
48" O.C. MAX. SECURED WITH
(2)#12-14x1" SELF —DRILLING
SCREWS TO EACH RAFTER,
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
Mom.
—0"
EAVE & RIDGE REINFORCED ROOF PANEL CONNECTION
(RIDGE 3r AND EAVE 3e)
Design Pressures - 165 mph Basic Wind Speed
Zone
Roof
Wall
1
2n
2r
2e
3r
3e
4
5
9.6
11.8
9.6
9.6
17.3
17.3
17.3
20.8
-13.4
1 -42.6
1 -34.0
1 -13.4
1 -74.4
1 -62.6
-19.3
1 -26.3
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xj" SELF —DRILLING AdWO
SCREWS CAMMAINIM
M ME
OR DOUBLE TS
HEADER CONNECTION DETAIL
OPTION 2
NIPPLE
TRUSSED RAFTER
CONNECTION DETAIL
LE TO
1 "x2j" 16 GA.
= U—CHANNEL BRACE, MIN.
24" UP TO 7' POST, Mm
48" OVER 7' POST. MIN.
45' TO MAX. 60• FROM
HORIZ. (EXCLUDE
END —WALLS). SECURED
WITH (4)#12-14)4"
SELF —DRILLING SCREWS.
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC) 12 14)j" SELF —DRILLING
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1—R1
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
ROLL —UP DOOR
JANUS INTERNATIONAL CORPORATION
FL21450.3
SERIES 3100
(CODE VERSION rBC 2020 7th Edition,ll
IeCrC_7_1A
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
0PSF OR 3001b P.L.
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1,200 SQ. FT.
FBC
DESCRI
MTB
7/26/19
13 PineTree Dr., Ft. Pierce, 34982
40'L X 30'W X 12'H
► VIE'ED FOR
-,E C COMPLIANCE
ST. LUCIE COUNTY
O C
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x' -Florida' License #64608
o Sheet: CA-4 OF 4