HomeMy WebLinkAboutBldg plans - 602014-Rev1 - Digital Sealed, 11.3.200 0
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 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 #12-14x1" 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 & 2,500LB TENSILE STRENGTH.
10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL.
2'-6" 0 34'-
WINDOW
r--------------------------------------w-------------------------------------------------------------
i
i
MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F.
FIBER MESH) AND 12"02" REINFORCED FOOTER PER
------------------------------WINDOW
------------
0'-
I"x54" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END -WALL POST
2" MIN. —I H- /-BASE RAIL
GRADE
— 1 I —III —I
=1II IIIIIIIII111 �6"
I-12"—
MINIMUM SOIL BEARING
CAPACITY 500 PSF(TYP.)
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-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:
-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 4" 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 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.
0'
---------------------------------------------------------------------WINDOW -------------------------------------- ri
L2,500 PSI 4" CONCRETE
SLAB WITH 10GA. W.W.F.
OR FIBER MESH
(2) #5 REBAR CAD 6" O.C.
CONTINUOUS WITH MINIMUM
12" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
7'
12
----- sWINGFNG- --
DOOR
_0".
2 5" PLAN VIEW DOOR FRAMING
" RECESS
4 DOOR WIDTH
ELEVATION VIEW
DOOR FRAMING
RECESS
•75' ,,T 4„ DOOR WIDTH
OPTIONAL ROLL —UP DOOR
CONCRETE SPLASH —GUARD RECESS
2" REINFORCED FOOTER
-------------------------------------------------
--------------------------------
WINDOW
0'
111
i
o
ROLL1UP
DOOR
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
INONE
OCCUPANCY
JUTILITY, U
WIND SPEED
Vult-150moh
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
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.
REVISIONS
1 1 IREDESIGNED LENGTH & WIDTH 110/30/20 I MTB II
1—M, o,. MTB
DATE: 7/30/20
LOCATION: 702 Anita St., Ft. Pierce
SIZE: 60'L X 20'W X 14'H
L\CENSF
NO. 64608 i 2
STATE OF 44/
FL0R10P:
ON A
l l l l I-
Digitally signed
by Matthew
--L
Baldwin
Date:2020.10.30
10:20:07-04'00'
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
z Matthew T. Baldwin P.E.
Q Florida License #64608
Sheet: CA-1 OF 4
Q3
12
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14''-00"
CAM BM
CODE INFORMATION
PRINTED COPIES OF THIS DOCUMENT
CODE VERSION FBC 2017 6th Edition,
ARE NOT CONSIDERED SIGNED AND
ASCE-7
MANUFACTURER CARPORTSANYWHERE
" _,.
SEALED AND THE SHA AUTHENTICATION
BUILDING TYPE UTILITY STRUCTURE
ROLL-UPCODE
MUST BE VERIFIED ON ANY
CONSTRUCTION TYPE 11-B
0
DOOR
0
o
•-p^
ELECTRONIC COPIES
RISK CATEGORY I
FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
DOORR �j ROLL
OCCUPANCY UTILITY, U
WIND SPEED Vult-150mph
EXPOSURE B
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFF. +/- 0.18
3'-0"
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
2'-10j" 2'-1Oj"
ROOF LIVE LOAD
20PSF OR 3001b P.L.
20'-0"
FRONT END WALL
20'-0"
REAR END WALL
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.
REVISIONS
REV DESCRIPTON DATE BY
1 REDESIGNED LENGTH & WIDTH 10/30/20 MTB
O.C. MAX.
0
i
2'-6"
WINDOW ,I
N
WINDOW
N
DRAWN BY: MTB
SWINGING
DOOR
14 -"
DATE: 7/30/20
"
10'-2,
LOCATION:
702 Anita St., Ft. Pierce
3'-0"
SIZE: 60'L X 20'W X 14'H
•_„ '-11 '-11 '-11 '-11
60 -0"
LEFT SIDE WALL
W
O.C. MAX.
CD
Z
o
�
2'-6"
Q
WINDOW N
N WINDOW
10' 4
10'-2,b"
LZL_
Matthew T. BOIdWin P.E.
-1 IN" '-11 '-11 '-11 '-11 '-11 '-11 '-11 " '-11 " '-11 '-11
LLI
Florida License #664608
RIGHT SIDE WALL 60'-0"
Sheet: CA-2 Cr 4
WINDOW
WINDOW
PRINTED COPIES OF THIS DOCUMENT CODE VERSION FBC 2017 6th Edition,
ARE NOT CONSIDERED SIGNED AND ASCE-7
SEALED AND THE SHA AUTHENTICATION MANUFACTURER CARPORTSS
ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CODE MUST BE VERIFIED ON ANY CONSTRUCTION TYPE II—B
ELECTRONIC COPIES RISK CATEGORY I
FIRE PROTECTION INONE
FIRE SUPPRESSION SYSTEM INONE
OCCUPANCY JUTILITY, U
WIND SPEED Vult-150mph
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFF. +/— 0.18
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
20'-0" I 20.-0" ROOF LIVE LOAD 20PSF OR 3001b P.L.
FLOOR DEAD LOAD 10PSF
FRONT REAR END WALL FRONT REAR END WALL
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 11,200 SQ. FT.
REVISIONS
1 1 IREDESIGNED LENGTH & WIDTH 110/30/20 1 MTB II
SWINGING
DOOR
WINDOW
DRAWN BY:
MTB
DATE: 7/30/20
LOCATION:
702 Anita St., Ft. Pierce
SIZE: 60'L X 20'W X 14'H
LEFT SIDE WALL o'—o"
_W
>
z
W
W
Matthew T. Baldwin P.E.
Florida License
E[
WINDOW
D-D"
RIGHT SIDE WALL
w
#64608
heet: CA-3 OF 4
I
MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH SECURED TO WALL POST WITH
SC)REWS 14xj" SELF —DRILLING SC) 12 14xi" SELF —DRILLING
jj'/ NIPPLE TO 2"x2"x2" 16 GA. ANGLE CLIP
VV \\ BASE RAIL NIPPLE TO 13s" T
BASE RAI is � SECURED WITH (4) #12-14xi"
bZ SELF —DRILLING SCREWS
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 RAIL TO POST DETAIL
INTERIOR
#12-14xi" SELF —DRILLING
SCREWS ® 10" O.C. MAX.,
3" MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS VERTICALL`
EXTERIOR
DOOR FRAME TO POST
CONNECTION
END POST TO BASE RAIL
CONNECTION
18"
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xi"
SELF —DRILLING SCREWS
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xi"
SELF —DRILLING SCREWS
SINGLE OR DOUBLETS
HEADER
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR HEADER CONNECTION
WINDOW RAIL DETAIL DETAIL OPTION 1
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xi" SELF —DRILLING
SCREWS
VARIES
t
TD. MAX. SPACING
if 3" MIN.
4 j STD. MAX. SPICING
' VARIES
> SIDE WALL ROLL —UP
DOOR/FRAME OUT
HEADER DETAIL
INSTALL PER MANUFACTURERS INSTRUCTIONS
#14x1" SELF —DRILLING
SCREWS ® 6" O.C. MAX.
& 6" MAX. FROM CORNERS
ROLL —UP DOOR TO
POST CONNECTION
DESIGN PRESSURES
— 150 Mph
ROOF
+ 19.3/-41
.4
WALLS
+20.0/-22.2
DOORS
+20.0/-22.2
WINDOWS
+20.0/-22.2
1
2
3
4
5
ZONE
+9.3
—21.9
+12.3
—35.1
+19.3
—41.4
+18.8
—21.9
+20.0
—22.2
26 GAUGE ROOF SHEATHING SECURED WITH
(1)#12-14xj" SELF —DRILLING SCREWS
'2-1-2-1' (6" O.C. (9" O.C. MAX.))
1" 16 GAUGE FURRING CHANNEL
48" O.C. MAX. SECURED WITH
(2)#12-14x1" SELF —DRILLING
SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTIO
VERTICAL SHEATHING OPTION
IPPLE TO
TRUSS
1 "x2j" 16 GA.
U—CHANNEL BRACE, MIN.
24" UP TO 7' POST, 0
r 48" OVER 7' POST. MIN.
45' TO MAX. 60' FROM
HORIZ. (EXCLUDE
END —WALLS). SECURED
WITH (4)#12-14xj"
SELF —DRILLING SCREWS.
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xj" SELF —DRILLING
SCREWS
BOX SAVE RAFTER TO
POST CONNECTION DETAIL
TO
PILE
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
12-14xi" SELF —DRILLING
EWS
SINGLE OR DOUBLETS
HEADER
HEADER CONNECTION DETAIL
OPTION 2
MINIMUM 6" TS NIPPLE.
NIPPLE SECURED TO WALL
POST WITH (4)#12-14xi"
SELF —DRILLING SCREWS
POST TO TRUSS
CONNECTION
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SHA AUTHENTICATION CODE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1 — R 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
POCOHONTAS ALUMINUM COMPANY, INC.
FL12940—R5
MODEL 100VS
CODE VERSION
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-150mDh
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
1OPSF
FLOOR LIVE LOAD
50PSF
VRATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1,200 SQ. FT.
REVISIONS
1 1 (REDESIGNED LENGTH & WIDTH 110/30/20 1 MTB II
UKAWN er: MTB
DATE: 7/30/20
LOCATION: 702 Anita St., Ft. Pierce
SIZE: 60'L X 20'W X 14'H
J
Q Matthew T. Baldwin P.E.
< Florida License #64608
w W
o Sheet: CA-4 OF 4