HomeMy WebLinkAboutCarports Anywhere - K Wurtenberg - 403012-Rev8 - Digital Sealed0
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FRAME FRAME
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12"x12" REINFORCED
FOOTER
m
-0" 3'-0"
FRAME
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-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:
-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 }" FOR FINE GROUT, AND }" 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.
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 #12-14x1"
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 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL.
NIPPLES ARE 2.25"x2.25" TUBE STEEL.
4"x54" EXPANSION ANCHOR WITHIN 6" OF
EACH POST/TRUSS ALONG SIDES AND
EVERY OTHER END -WALL POST
12%12" REINFORCED
2" MIN. BASE RAIL FOOTER PERIMETER
GRADE
-III [M�INIMUM
III (2) #5 REBAR 0 6" O.C.
SOIL BEARING CONTINUOUS WITH MINIMUM
CAPACITY 500 PSF (TYP.) 25" OVERLAP SPLICE
CONCRETE FOOTER/BASE RAIL
ANCHOR DETAIL
CODE VERSION IFBC 2020 7th Edition,ll
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
OPEN
INTERNAL PRESSURE COEFF.
+/— 0.0
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
INO
SQUARE FOOTAGE
11,110 SQ. FT.
REV I DESCRIPTON I DATE IBY
1 1EXISTING BUILDING/FRAME OUTS 7/10/20 1 MTB
2 IREVISED FOOTER I 7/23/20 MTB
z
O
LL
5
IMOVED COMPONENTS BACK
9/'
6
371, NO PARTITION WALL
12/1
7
E.T.'s, SHIFTED RUD's & F/O
12/1
8
OPEN, F/0's, 1 RUD
12/�
2 5" PLAN VIEW DOOR FRAMING
" RECESS
4 DOOR WIDTH —
ELEVATION VIEW
DOOR FRAMING
RECESS
•75'T 4„ OOR WIDT
OPTIONAL ROLL -UP DOOR
CONCRETE SPLASH -GUARD RECESS
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES
12"x12" REINFORCED
------- /- FOOTER-------FRAME--------------------------------------------------------------------------- F-RAMF----------------------
OUT ----------- ---------------f20Lt=�f'----------------------------------------- OUT
DOOR
�-2'-0" I 7'-0" L 9'-0" I 8'-0" _ I. 2'-0" -I- 7'-0"
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MTB
7/7/20
S. Indian River Dr., Ft. Pierce
371 X 30'W X 12'H
\,\CENS,
NO. 64608 t 2
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Matthew Baldwin
Date:2020.12.29
W
09:58:53-05'00'
z Matthew T. Baldwin P.E.
Q Florida License #64608
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a_ Sheet: CA-1 OF 4
12
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FRONT/REAR END WALL
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LEFT SIDE WALL
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0
FRAME
OUT
6
FRAME
OUT
3'-0"
2'
0"
[2'
3'-0"
10j" 10J" 10`1" 2'-9+j"
RIGHT SIDE WALL
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SHA
AUTHENTICATION CODE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES
Ice
CODE VERSION
FBC 2020 7th 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-165mph
INTERNAL PRESSURE COEFF.
+/— 0.0
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
1,110 SQ. FT.
REVISIONS
REV
DESCRIPTON
DATE
BY
1
EXISTING BUILDING/FRAME OUTS
7/10/20
MTB
2
REVISED FOOTER
7/23/20
MTB
3
NO SLAB, ONLY FOOTER
7/24/20
MTB
4
391, MOVED COMPONENTS
8/27/20
MTB
5
MOVED COMPONENTS BACK
9/2/20
MTB
6
371, NO PARTITION WALL
12/11/20
MTB
7
E.T.'s, SHIFTED RUD's & F/O
12/17/20
MTB
8
OPEN, F/0's, 1 RUD
12/29/20
MTB
DRAWN BY: MTB
DATE: 7/7/20
LOCATIO
603 S. Indian River Dr., Ft. Pierce
SIZE: 371 X 30'W X 12'H
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Matthew T. Baldwin P.E.
LLJ Florida License #64608
Sheet:
CA-2 OF 4
FRAME
OUT
N
FRAME
OUT
CODE VERSION FBC 2020 7th Edition,
ASCE-7-10
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CONSTRUCTION TYPE II—B
o RISK CATEGORY I
a FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY UTILITY, U
WIND SPEED Vult-165mph
EXPOSURE B
ENCLOSURE OPEN
INTERNAL PRESSURE COEFF. +/— 0.0
IMPORTANCE FACTOR 1.0
30,-0" ROOF DEAD LOAD 1OPSF
ROOF LIVE LOAD 20PSF OR 3001b P.L.
FRONT/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 1,110 SQ. FT.
REVISIONS
REV DESCRIPTON DATE BY
1 EXISTING BUILDING/FRAME OUTS 7/10/20 MTB
2 REVISED FOOTER 7/23/20 MTB
3 NO SLAB, ONLY FOOTER 7/24/20 MTB
4 391, MOVED COMPONENTS 8/27/20 MTB
5 MOVED COMPONENTS BACK 9/2/20 MTB
6 1371, NO PARTITION WALL 12/11/20 1 MTB
ROLL-UPROLL-UP FRAME 7 E.T.'s, SHIFTED RUD's & F/O 12/17/20 MTB
DOOR UT 1 8 JOPEN, F/0's, 1 RUD 12/29/20 1 MTB
MTB
7/7/20
S. Indian River Dr., Ft. Pierce
37'L X 30'W X 12'H
LEFT SIDE WALL
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SHA w
AUTHENTICATION CODE MUST BE VERIFIED ON j
FRAME FRAME ANY ELECTRONIC COPIES
OUT OUT
z
W
Matthew T. Baldwin P.E.
W Florida License #64608
37'-0" Q
RIGHT SIDE WALL Sheet: CA-3 OF 4
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SCREWS 14xi" SELF —DRILLING
/ NIPPLE TO
V � BASE RAIL NIPPLE
BASE f
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
I I INTERII
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xi" SELF —DRILLING
SCREWS
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xi"
SELF —DRILLING SCREWS
END POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xi" SELF —DRILLING
SCREWS
VARIES N
—1.1 1.1 TO 1
MAX. SPACIN
r-3" MIN.
}STD. MAX. SPACING
OVARIES
> SIDE WALL ROLL —UP
1 DOOR/FRAME OUT
1 HEADER DETAIL
STALL PER MANUFACTURERS INSTRUCTIONS
# 12-14xi"
SELF —DRILLING SCREWS
® 10" O.C. MAX., 3"
MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS
VERTICALLY
18" EXTERIOR
It
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xi"
SELF —DRILLING SCREWS
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR
WINDOW RAIL DETAIL
MINIMUM 6" TS
NIPPLE. NIPPLE
SECURED TO WALL
POST WITH
(4)# 12-14xj"
SELF —DRILLING
SCREWS
POST TO TRUSS
CONNECTION
26 GAUGE ROOF SHEATHING SECURED WITH
(1)#12-14xi" SELF —DRILLING SCREWS
'2-1-2-1' (6" O.C. (9" O.C. MAX.))
#14x1"
SELF —DRILLING
SCREWS ® 6" O.C.
MAX. & 6" MAX.
FROM CORNERS
DOOR FRAME TO POST
CONNECTION 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"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xi"
SELF —DRILLING SCREWS
SINGLE OR DOUBLETS
HEADER
HEADER CONNECTION
DETAIL OPTION 1
26 GAUGE ROOF SHEATHING
SECURED WITH (1)#12-14xi"
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
001
M
Max.
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
18.1
20.5
18.1
18.1
26.0
26.0
26.0
29.5
-22.0
-51.3
-42.7
-22.0
-83.1
-71.3
-27.9
:-34.9:]
PPLE
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
12-14xi" SELF -DRILLING
EWS
SINGLE OR DOUBLETS
HEADER
HEADER CONNECTION DETAIL
OPTION 2
NIPPLE
TRUSSED RAFTER
CONNECTION DETAIL
PPLE TO
1 "x2j" 16 GA.
U—CHANNEL BRACE, MII
J_ 24" UP TO 7' POST, M
48" OVER 7' POST. MR
45' TO MAX. 60° FROM
HORIZ. (EXCLUDE
END —WALLS). SECURED
WITH (4)#12-14xi"
SELF —DRILLING SCREWS
MINIMUM 6" TS NIPPLE. NIPPL
SECURED TO WALL POST WITH
(4)#12-14xj" SELF —DRILLING
SCREWS
BOX EAVE RAFTER TO
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
ROLL —UP DOOR
JANUS INTERNATIONAL CORPORATION
FL21450.3
SERIES 3100
L :Ls 'L Ilk � ps',"
CODE VERSION FBC 2020 7th 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
INTERNAL PRESSURE COEFF.
+/— 0.0
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
1,110 SQ. FT.
REVISIONS
DESCRIPTON
DATE
BY
1
EXISTING BUILDING/FRAME OUTS
7/10/20
MTB
2
REVISED FOOTER
7/23/20
MTB
rREV
3
NO SLAB, ONLY FOOTER
7/24/20
MTB
4
39'L, MOVED COMPONENTS
8/27/20
MTB
5
MOVED COMPONENTS BACK
9/2/20
MTB
6
371, NO PARTITION WALL
112/11/201
MTB
7
E.T.'s, SHIFTED RUD's & F/0
112/17/201
MTB
8
IOPEN, F/0's, 1 RUD
12/29/20
MTB
Cn
J_
Q
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND L�j w
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES 0
MTB
7/7/20
S. Indian River Dr., Ft. Pierce
371 X 30'W X 12'H
Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA-4 OF 4