HomeMy WebLinkAboutApprov 2003-0125 Revised Engieering0
I
N
35'-0"
16'-3' 2'-6" 16'-3"
------------------------------------------ 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 OWNERS 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 #12-140" 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%2.6" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL.
—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 J" 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.
LMIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER
MESH) AND 12"x12" REINFORCED FOOTER PERIMETER
'--------------------------- ----- -----------------------ROLL- UP ---
DOOR
J"x54" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END —WALL POST
2" MIN.-i 4 ABASE RAIL
7F771---L lu- I <
_::.�. -6 N
i,.., J �. < 2,500 PSI 4„
CONCRETE SLAB WITH
I 12„ W.W.F. OR FIBER MESF
F— (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
4 OOR WIDTH
ELEVATION VIEW
DOOR FRAMING
" RECESS
.75"T 4" OOR WIDT
OPTIONAL ROLL -UP DOOR
CONCRETE SPLASH -GUARD RECESS
9'-1 11 „
8
---12"x12" REINFORCED FOOTER
------------------------S-W t4c_ING-----
DOOR
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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
INENE
OCCUPANCY
JUTILITY, U
WIND SPEED
Vult-165mah
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
840 SQ. FT.
REVISIONS
D PRODUCT
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J Sheet:
DATE
MTB
2/2/20
4606 Magnolia Dr., Ft. Pierce
351 X 24-W X 10-H
MottheW T. BOIdWIn P.E.
Florida License #64608
CA-1 OF 4
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)R WS 14xj" SELF —DRILLING
NIPPLE TO
4 \BASE RAIL NIPPLE T
BASE RAI
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)REWS 14xj" SELF —DRILLING
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14x1-
SELF—DRILLING SCREWS
POST TO BASE RAIL END POST TO BASE RAIL
CONNECTION CONNECTION
2"x2%2" 16 GA, ANGLE CLIP
SECURED WITH (4) #12-14xj"
SELF —DRILLING SCREWS
NON-STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
INTERIOR
#12-14xj" SELF —DRILLING
SCREWS ® 10" O.C. MAX.,
3" MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS VERTICALL`
EXTERIOR
DOOR FRAME TO POST
CONNECTION
111
It
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xj"
SELF —DRILLING SCREWS
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xj"
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) #12-14xj" SELF —DRILLING
SCREWS
VARIES
STD. MAX. SPACING
3" MIN.
STD. MAX. ACING
4--VARIES
SIDE WALL ROLL -UP
1 DOOR/FRAME OUT
1 HEADER DETAIL
INSTALL PER MANUFACTURERS INSTRUCTIONS
#14x1" SELF —DRILLING
SCREWS ® 6" 0_C. MAX.
& 6" MAX. FROM CORNERS
ROLL -UP DOOR TO
POST CONNECTION
DESIGN PRESSURES
- 165 Mph
ROOF
+22.0/-48.4
WALLS
+22.8/-25.4
DOORS
+22.8/-25.4
WINDOWS
+22.8/-25.4
1
2
3
4
5
ZONE
+11.7
-25.8
+14.3
-39.1
+22.0
-48.4
+20.1
-23.8
+22.8
-25.4
5
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)#12-140" SELF —DRILLING
SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
TO
16 GA. U—CHANNEL
BRACE, MIN. 24" UP TO
7' POST, MIN. 48" OVEF
7' POST. MIN. 45• TO
MAX. 60' FROM HORIZ_
(EXCLUDE END —WALLS)
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)REWS 14xi" SELF —DRILLING
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
IPPLE
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
12-14xj" SELF —DRILLING
WS
SINGLE OR DOUBLETS
HEADER
HEADER CONNECTION DETAIL
OPTION 2
NIP
TO TR
MINIMUM 6" TS NIPPLE.
NIPPLE SECURED TO WALL
POST WITH (4)#12-14xj"
SELF —DRILLING SCREWS
POST TO TRUSS
CONNECTION
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
FL14425.1
SERIES 3652
WINDOW
POCOHONTAS ALUMINUM COMPANY, INC.
FL12940—R5
MODEL 10OVS
m-No, mil, 6
I CODE VERSION IFBC 2017 6th Edition41
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 —11
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
840 SQ. FT.
1 1 IRUD PRODUCT 1 6/8/20 IMTB11
MTB
2/2/20
4606 Magnolia Dr., Ft. Pierce
35'L X 24'W X 1O'H
fr' u . l u
S f A�i E
•
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Q Matthew T, BaldWin P.E.
Florida License #64608
W
Q Sheet: CA-4 OF 4