HomeMy WebLinkAboutConstruction Planse
2 -53" 2'-6"
WINDOW SWINGING
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.
6. 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 #12-143/4" SELF —DRILLING SCREWS.
8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP.
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.
AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION
2017 FLORIDA BUILDING CODE, 6TH EDITION
—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 (REBA 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 1}" ELSEWHERE. REBAR EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF }' FOR FINE
GROUT, AND I" 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 EXPOSEDTO
EARTH OR WEATHER. AND 17j" 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 HO7 DIPPED GALVANIZED.
I
in
MIN. 2,500
MESH)
---------------------------------------------------
20'-0"
0' -12F
J"x54" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END —WALL POST
2" MIN. BASE RAIL
GRAD
/�I 1=I= _ <a 2,500 PSI 4°
CONCRETE SLAB WITH
12" W.W.F. OR FIBER MESH
I— (2) #5 REBAR ® 6" O.C.
MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM
CAPACITY 2,000 PSF(TYP.) 12" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
2.5" PLAN VIEW DOOR FRAMING
" RECESS
I
r ° DOOR WIDTH -
ELEVATION VIEW
DOOR FRAMING
RECESS
.5"T DOOR WIDTH-
7
OPTIONAL ROLL -UP DOOR
CONCRETE SPLASH -GUARD RECESS
PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER
AND 125)x12" REINFORCED FOOTER PERIMETER
c"Ooa D
CAMIMANMME
_
Ro
N
ASCE-7-10
MANUFACTURER
CARPORTS ANYWHE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II-B
RISK CATEGORY
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
.0
OPSF
DEAD LOAD
LIVE LOAD
PER
O
i
ow, er: MTB
ROLL-; UP o DATE- 12/11/19
D O O,R LarwnaN:
� 110 Beach Ave., Port St. Lucie
20'1 X 15W X 9'H
12"x12" REINFORCED FOOTER
CODE
ST. LI
E Ok1NV
CD! 1%f��
Ld
12/14/19
Z Matthew T. Baldwin P.E.
Florida License #64608
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p 0_ Sheet 4 CA-1 O F
12
3�
ROLL —UP
DOOR
—61t
15'-0" 15 —0"
FRONT END WALL REAR END WALL
20'-0"
LEFT SIDE WALL
1
WINDOW
D.C.
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFF.
+ — 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
10PSF
ROOF UVE LOAD
20PSF OR 3001b P.L
FLOOR DEAD LOAD
10PSF
FLOOR LIVE LOAD
5OPSF
Wu 12/11/19
La =N: 110 Beach Ave., Port St. Lucie
20-L % 15-W % 9'H
tEllIEWED FOR
DE COMPLIANCE
L CIE COUNTY
s®CG
SWINGING 1' —113. W
DOOR 5 i
3'-0"
� nnn
QW'/ V Ill
20'-0'
Z
RIGHT SIDE WALL w 12/14/19
46
MottheW T. BaldWin P.E.
LLJ Florida License #64608
l
Sheet: CA-2 OF 4
MINIMUM 6' TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SCREWS 14xj" SELF-DRIWNG
POST TO BASE RAIL
CONNECTION
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SCREWS 14x3" SELF—DRIWNG
2'x2'x2" 16 GA ANGLE CUP
SECURED WITH (4) #12-14x1"
SELF—DRIWNG SCREWS
2'x2'x2' 16 GA ANGLE CLIP
SECURED WITH (4) #12-14q
A. ANGLE CUP
SELF—DRIWNG SCREWS
"
WS
SCREWS
SINGLE OR DOUBLE TS
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 CUP SECURED
WITH (4) #12-14x4" SELF —DRILLING
2'x2"x2" 16 GA ANGLE CUP
SECURED WITH (4) #12-14)4'
SELF —DRILLING SCREWS
NON-STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
� 3" MAX.;" SELF—DRIWNG
SCREWS ® 10" O.C. MAX.,
3" MAX. FROM CORNERS
HORIZONTALLY/ 4' MAX.
r FROM CORNERS VERTICALL`
INTERIOR
n
a1 : •.
DOOR FRAME TO POST
CONNECTION
MAX.
MAX.
MIN.
SIDE WALL ROLL —UP
DOOR/FRAME OUT
HEADER DETAIL
INSTALL PER MANUFACTURERS INSTRUCTIONS
#140" SELF—DRILUNG
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)k12-14xj" SELF—DRIWNG SCREWS 6)_
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—DRIWNG
SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
TO
16 GA. U—CHANNEL
BRACE, MIN. 24" UP T(
7' POST, MIN. 48" OVE
7' POST. MIN. 45' TO
MAX. 69 FROM HORIZ.
(EXCLUDE END —WALLS)
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)EEWS 14x1" SELF —DRILLING
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
Ole
SCAgaMINIMUM 6" Ts NIPPLE. NIPPLE '
SECURED TO WALL POST WfCA VMANI . , FRF
)REW514xJ' SELF—DRIWNG fl ♦�vy
OR DOUBLE TS
HEADER CONNECTION DETAIL
OPTION 2
TO
MINIMUM 6' TS NIPPLE.
NIPPLE SECURED TO WALL
POST WITH (4)512-14)4"
SELF—DRIWNG SCREWS
POST TO TRUSS
CONNECTION
REVIEWED FOR
CODE COMPLIANO
ST. LUCIE COUNT
socc
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
FL12765.3—R5
SERIES 3100
WINDOW
POCOHONTAS ALUMINUM COMPANY, INC.
FL12940—R5
MODEL 100VS
CODE
FLOOR DEAD LOAD
IIOPSF
FLOOR LIVE LOAD
50PSF
'R"RATING OF WALLS,FLOOR,ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
V)
J
Q
W
0
MTB
110 Beach Ave" Port St. Lucie
' 20'L X 15'W X 9H
12/14/19
Matthew T. Baldwin P.E.
Sheet- CA-4 OF 4
MOD DJJ4
FILE COPY