HomeMy WebLinkAboutConstruction Plans25'-0"
12'-42"
2'-6" 5'-2
WINDOW
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 Al003/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 #12-14x3/4" SELF —DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX.
7. FIELD• FRAMING CONNECTIONS SECURED WITH #12-140/4" 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.
SUB —GRADE SOILS:
—TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION
R318 AND 1816 OF THE 2020 FLORIDA BUILDING CODE, 7TH EDITION
—BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12" BELOW UNDISTURBED OR
ENGINEERED GRADE
MNQREIE—MINI U V 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
—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 }" 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 153,
CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.
J"x54" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END —WALL POST
2" MIN.-- N-- ABASE RAIL
3' — 0"
SWINGING
—-� ' L2,500 PSI 4" CONCRE
SLAB WITH 1 OGA. W.w
OR FIBER MESH
�12"
(2) #5 REBAR ® 6" O.C.
MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM
CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
2 5" PLAN VIEW DOOR FRAMING
J" RECESS
4" OOR WIDTH
ELEVATION VIEW
DOOR FRAMING—-, IL
T RECESS
75"J 4" OOR WIDT
OPTIONAL ROLL —UP DOOR
;ONCRETE SPLASH —GUARD RECESS
MIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER
MESH) AND 12"x12" REINFORCED FOOTER PERIMETER
ROLL —+UP
DOOR
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12"x12" REINFORCED FOOTER
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CODE VERSION
fHC 2020 7th Edition,
ASCE-7-16
ANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
(OCCUPANCY (UTILITY, U �I
WIND SPEED Vult-150mph
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFF. + — 0.18
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
ROOF LIVE LOAD 20PSF OR 3001b P.L.
FLOOR DEAD LOAD tOPSF
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 500 SQ. FT.
MTB
4/4/21
370 SmallWood Ave, Fort Pierce
I" 25'L X 20-W X 12-H II
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CODE INFOR ATION
CODE VERSION
FBC 2020 7th Edition,
ASCE-7-16
ANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED -
Vult-150mph
EXPOSURE
B
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
10PSF
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
1500 SQ. FT.
REVISIONS
REV
DESCRIPTON
DATE
BY
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20'-0"
FRONT END WALL
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REAR END WALL
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DRAWN BY: MTB
DATE. 4/4/21
O.C. MAX.
O.C. MAX.
12,- 1"
tocAnoN,370 Smallwood Ave, Fort Pierce
SIZE. 251 X 20'W X 12'H
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25'-0"
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25'-0"
RIGHT
SIDE WALL
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MattheW T. BaldWin P.E.
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Sheet: CA-2 OF 4
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CODE INFORMATION
CODE VERSION FBC 2020 7th Edition,
ASCE-7-16
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CONSTRUCTION TYPE II—B
RISK CATEGORY I
FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY UTILITY, U
F- WIND SPEED Vult-150mph
0 EXPOSURE B
w w ENCLOSURE ENCLOSED
DOOR INTERNAL PRESSURE COEFF. +/— 0.18
J J IMPORTANCE FACTOR 1.0
0 o ROOF DEAD LOAD 10PSF
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ROOF LIVE LOAD 20PSF OR 3001b P.L.
a NFLOOR 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 500 SQ. FT.
REVISIONS
REV DESCRIPTON DATE BY
20'-0" _I 20'-0" _I
FRONT END WALL REAR END WALL
DRAWN BY: MTB
DATE: 4/4/21
LoCAnoN:370 Smallwood Ave, Fort Pierce
SIZE. 251 X 20'W X 12'H
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LEFT SIDE WALL RIGHT SIDE WALL �
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MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM s" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH SECURED TO WALL POST WITH
(4)#12-14)4" SELF —DRILLING (4)#12-14)j" SELF —DRILLING SECURED TO WALL POST WITH
SCREWS SCREWS (4)#12-14xj" SELF —DRILLING
NIPPLE TO 2"x2"x2" 16 GA. ANGLE CLIP 2"x2"x2" 16 GA. ANGLE CLIP SCREWS
z BASE RAIL NIPPLE TO f " . SECURED WITH (4) #12-14 SELFSECURDRILLED WIING TH SCREWS-14 t
BASE RAI SELF —DRILLING SCREWS
2"x2"x2" 16 GA. ANGLE CLIP CODE INFORMATION
_ — SECURED WITH (4) #12-14 SINGLE OR DOUBLETS CODE VERSION FBC 2020 7th Edition
i I 1-1 1-1 I —III —I I- I I I i I I —I I —III —I I —III- I SELF —DRILLING SCREWS HEADER SINGLE OR DOUBLETS ASCE-7-16
=1 I ;III 11-1 I I- I =1 I —I I —I 11-1 I i NIPPLE T
HEADER MANUFACTURER CARPORTS ANYWHERE
�— BASE RAI" �" BUILDING TYPE UTILITY STRUCTURE
INTERMEDIATE POST TO CONSTRUCTION TYPE II-e
RISK CATEGORY I
POST TO BASE RAIL END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION HEADER CONNECTION DETAIL FIRE PROTECTION NONE
CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 OPTION 2 FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY UTILITY, U
WIND SPEED Vult-150mph
2"x2"x2" 16 GA. ANGLE CLIP SECURED
EXPOSURE B
WITH (4) #12-14xj" SELF —DRILLING ENCLOSURE ENCLOSED
SCREWS 26 GAUGE ROOF SHEATHING INTERNAL PRESSURE COEFF. + — 0.18
VARIES SECURED WITH (1)#12-14xj"
;N6
SELF—DRILLING SCREWS ® IMPORTANCE FACTOR 1.0
T'2-1-2-1' (6" O.C. (9" O.C. MAX.)) ROOF DEAD LOAD tOPSF
STD. MAX. SPACING-4ROOF LIVE LOAD 0PSF OR 3001b P.L.
2"x2"x2" 16 GA. " TS r FLOOR DEAD LOAD 1OPSF
ANGLE CLIP 3MIN.
SECURED WITH (4) IPPLE
NIPPE. NO WALLFLOOR LIVE LOAD 50PSF
#12-14x4" "R"RATING OF WALLS,FLOOR,ROOF N/A
SELF —DRILLING x4" - MODULES PER BUILDING 1
SCREWS LING NEL HURRICANE PROTECTION USAGE NO
STD. MAX. SP CING SCREWS 48" O.C. 16 GEMAX. SECURED FURRING NWITH HURRICANE SHELTER USAGE NO
N VARIES (2)#12-14x1" SELF —DRILLING SQUARE FOOTAGE 1500 SQ. FT.
SCREWS TO EACH RAFTER. REVISIONS
NON—STRUCTURAL SIDE WALL ROLL —UP REV DESCRIPTON DATE BY
HEADER OR WINDOW DOOR/FRAME OUT POST TO TRUSS ROOF PANEL CONNECTION
RAIL TO POST DETAIL HEADER DETAIL CONNECTION VERTICAL SHEATHING OPTION
INSTALL PER MANUFACTURERS INSTRUCTIONSrR
TO
# 14xi " " 16 GA.
#12-14x4" SELF—DRILLINGANNEL BRACE, MIN.
SELF —DRILLING SCREWS SCREWS ® 6" O.C. UP TO 7' POST, MIN °RA N er:
® 10" O.C. MAX., 3" MAX. & 6" MAX.OVER 7' POST. MIN.MTB
MAX. FROM CORNERS FROM CORNERSO MAX. 60' FROM °A�` 4/4/21
HORIZONTALLY/ 4" MAX. Z. EXCLUDEFROM CORNERS (LocAMON:
VERTICALLY WALLS). SECURED 370 SmallWood Ave, Fort Pierce
INTERIOR I�(4)#12-14x" sizE 25'L X 20'W X 12'H
EXTERIOR —DRILLING SCREWS.MINIMUM 6TS NIPPLE. NIPPLE
2 SECURED TO WALL POST WITH
4 12-14 " SELF —DRILLING
DOOR FRAME TO POST SCREWS
CONNECTION ROLL —UP DOOR TO BOX EAVE RAFTER TO
POST CONNECTION POST CONNECTION DETAIL
Enclosed
Design Pressures - - 150
mph Basic Wi nd Speed
Zone
Roof
Wal
1
2n
2r
2e
3r
3e
4
5
9.6
12.3
9.6
9.6
14.3
14.3
14.3
17.2
-11.1
-44.6
1 -28.1
-11.1
-61.5
-51.7
-16.0
-21.7
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
ROLL —UP DOOR
JANUS INTERNATIONAL CORPORATION
FL21450.3
SERIES 3100
WINDOW
MI WINDOWS AND DOORS
FL17499.1
MODEL 185 SH
V) 4/6/21
J
Q Matthew T. Baldwin P.E.
Florida License #64608
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