HomeMy WebLinkAboutLarry Gerardi Engineering0
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35'-0
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 FBG 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 #12-14x1" 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 & 2,50OLB TENSILE STRENGTH.
10. 12 GA. 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 2017 FLORIDA BUILDING CODE, 6TH EDITION
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-BARDIAMETERS: 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:
-2" 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 4" 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 1j" 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_
L -MIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER
j MESH) AND 12"x12" REINFORCED FOOTER PERIMETER
-----------------------------f R0jZL__6p -----------------------------------------------------
DOOR
I- -2'—O" I —0„
J"x54" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END -WALL POST
2" MIN. --I I+ ABASE RAIL
G
II— —III -=11 a
Iq2,500 PSI 4"
—� I CONCRETE SLAB WITH
~12" W.W.F. OR FIBER MES1
MINIMUM SOIL BEARING CO)NTIINUOUSA WITH MINIMUM
CAPACITY 2,000 PSF(TYP.) 12" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
2 5" PLAN VIEW DOOR FRAMING
1 if J" RECESS
4 OOR
WIDTI I
ELEVATION VIEW
DOOR FRAMING
" RECESS
.75"T 4,. ---DOOR WIDTH -
OPTIONAL ROLL—UP DOOR
CONCRETE SPLASH—GUARD RECESS
12"02" REINFORCED FOOTER
0
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SWINGING o
DOOR 10
ROLL -*UP
I
I
1
(CODE VERSION IFBC 2017 6th Edition�l
ecrr_7_1n
BUILDING TYPE UTILITY STRUCTURE
CONSTRUCTION TYPE
II -B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-165mph
ENCLOSURE JENCLOSED
INTERNAL PRESSURE COEFF. +/- 0.18
IMPORTANCE FACTOR 11.0
ROOF DEAD LOAD 11OPSF
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
INO
SQUARE FOOTAGE
11,050 SQ. FT.
DATE
MTB
6/20/20
2805 Grove Dr., St. Lucie
ISIZE 351 X 30'W X 9'H II
z Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA -1 OF 4
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z Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA -1 OF 4
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3 12
��3 "
3'–"T'6� 3'-4�"
10'-0"
ROLL–UP
i DOOR
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2'-0"
,0" D.C.
10'0"
3'-4
SWINGING m
DOOR
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CA95ANWH
CODE INFORMATION
CODE VERSION FBC 2017 6th Edition
ASCE-7-10
MANUFACTURER 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-165mph
EXPOSURE B
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFF, +/– 0.18
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 10PSF
–0'
30'-0"
FRONT END WALL
3'-5" 3'-5j" 3'-5"
3'-5
-
�3._0""
Vtb
3'-8�-1"
3'–e
3'–e 3'–s�1" 3'–e1"
30'-0"
REAR END WALL
3'–a�-1" 3'-61"�
ROOF LIVE LOAD OPSF OR 3001b P.L.
FLOOR DEAD LOAD 10PSF
FLOOR LIVE LOAD 50PSF
"R"RATING OF WALLS, FLOOR, ROOF N/A
O.C. MAX.
0
I
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE 1,050 SQ. FT.
REVISIONS
3'-1OJ" 11 3'-101"
3'-10j"
REV DESCRIPTON DATE BY
2'-0"
–0"
0
i
ROLL–UP
DOOR
DRAWN BY: MTB
DATE: 6/20/20
LOCATION: 2805 Grove Dr., St. Lucie
SIZE: 35'L X 30'W X 9'H
LEFT SIDE WALL
3'-10j"
35'-0"
D.C. MAX.
Li
Ld
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zi
1
—3'– 10"
3'-101"
3'-101"
3'-101"
RIGHT SIDE
3'-101"
WALL
3'-1a1"
35'-0"
3'-101"
3'-1G1"
3'-1D1"
W
F 0
Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA—'Z OF 4
�► RTS ANYWHERE
CODE INFOR ATION
CODE VERSION FBC 2017 6th Edition
ASCE-7-10
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CO STRUCTIO TYPE II -B
SWINGING
DOOR
RISK CATEGORY I
-
BeOR
FIRE PROTECTION NONE
-""--'- —""""-'--
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY UTILITY, U
o
WIND SPEED Vult-165mph
EXPOSURE B
-....--------- ..-.—...—_...— ---
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFF. +/- 0-18
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
I` 30'-0"
FRONT END WALL
I 30'-0" I
REAR END WALL
ROOFLIVELOAD 20PSFOR 3O01b P.L.
FLOOR 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 1,050 SQ. FT.
REVISIONS
REV DESCRIPTON DATE BY
0
I
BY: MTB
ROM-upDRAWN
--
DATE: 6/20/20
----- —
I.00AMON: 2805 Grove Dr., St. Lucie
---
SIZE 35'L X 30'W X 9'H
36._0"
LEFT SIDE WALL
Cn
W
LLI
llC J
+ £syr 3
7_ r
_ -
o
35'-0"
RIGHT SIDE WALL
W
w 0
F
Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA -3 OF4
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SCREWS #12-14xi- SELF—DRILLING
NIPPLE TO
`r \ BASE RAIL NIPPLE T
BASE RAI
POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14)1-
SELF—DRILLING SCREWS
NON—STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
INTERIOR
#12-14x1" SELF—DRILLING
SCREWS ® 10" O.C. MAX.,
3" MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS VERTICALL'
EXTERIOR
DOOR FRAME TO POST
CONNECTION
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12 14x1" SELF—DRILLING
SCREW2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14x1"
SELF—DRILLING SCREWS
It
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14)j-
SELF—DRILLING SCREWS
2"x2"x2" 16 GA, ANGLE CLIP
SECURED WITH (4) #12-14)1-
SELF—DRILLING SCREWS
SINGLE OR DOUBLETS
HEADER
INTERMEDIATE POST TO
END POST TO BASE RAIL HEADER -/BASE RAIL-/ OR HEADER CONNECTION
CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH CREWS ) #12-14x1" SELF—DRILLING
F
ES 26 GAUGE ROOF SHEATHING SECURED WITH
(1)#12-14x1" SELF—DRILLING SCREWS ® NIPPLE\
NG
2-1-2-1' (6" O.C. (9" O.C. MAX.)) TO TRUSS/
TO. MA�3" MN ..
1i"
MAX. SP*CING
VARIES
SIDE WALL ROLL—UP
DOOR/FRAME OUT
HEADER DETAIL
INSTALL PER MANUFACTURERS INSTRUCTIONS
#140" SELF—DRILLING
SCREWS ® 6" 0_C_ MAX.
& 6" MAX. FROM CORNE
ROLL—UP DOOR TO
POST CONNECTION
DESIGN PRESSURES
— 165 Mph
ROOF
+23.3/-51.6
FL27402.1 —R1
WALLS
+25.4/-28.6
II—B
DOORS
+25.4/-28.6
FL27403.1
WINDOWS
+25.4/-28.6
NONE
SWINGING DOOR
1
2
3
407 STEEL DOOR
4
5
ZONE
+12.0
—26.8
+14.9
—40.7
+23.3
—51.6
+24.2
—25.9
+25.4
—28.6
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
TO
1 "x2j" 16 GA.
U—CHANNEL BRACE, MIN.
24" UP TO 7' POST, M$
48" OVER 7' POST. MIN.
45' TO MAX. 60' FROM
HORIZ. (EXCLUDE
END—WALLS). SECURED
WITH (4)#12-14x1"
SELF—DRILLING SCREWS.
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)REWS 14x1" SELF—DRILLING
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
RAI
MINIMUM 6" TS NIPPLE. NIPPLE
SCRSECURED TO WALL POST WITH CAMAMM�
EWS 14x1" SELF—DRILLING
SINGLE OR DOUBLETS
HEADER
HEADER CONNECTION DETAIL
OPTION 2
MINIMUM 6" TS NIPPLE.
NIPPLE SECURED TO WALL
POST WITH (4)#12-14)j-
SELF—DRILLING SCREWS
POST TO TRUSS
CONNECTION
NIPPLE
TRUSSED RAFTER
CONNECTION DETAIL
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1 —R1
UTILITY STRUCTURE
Hampton Rib Robf Panel
II—B
WALL SHEATHING
Carports Anywhere
FL27403.1
NONE
Hampton Rib Wall Panel
NONE
SWINGING DOOR
ELIXER DOOR AND METAL COMPANY
FL17996.5
Vult-165mph
407 STEEL DOOR
ROLL—UP DOOR
JANUS INTERNATIONAL CORPORATION
FL21450.3
SERIES 3100
CODE VERSION
FBC 2017 6th Edition
ASCE-7-10
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
,FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
JUTILITY, U
WIND SPEED
Vult-165mph
INTERNAL PRESSURE COEFF. +/— 0.18
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
ROOF LIVE LOAD 20PSF 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 1,050 SQ. FT.
DATE
MTB
6/20/20
2805 Grove Dr., St. Lucie
I- 35'L X 30'W X 9'H II
zt `
J
3� s,
MattheW T. BOIdWin P.E.
Q
Florida License #64608
C)
Sheet: CA -4 OF 4