HomeMy WebLinkAboutProposed Utility StructureFBC APPROVED PRODUCTS LIST
PRODUCT CATEGORY I SUB CATEGORY I MANUFACTURER
STRUCTURAL COMPONENTS I ROOF DECK
STRUCTURAL COMPONENTS I STRUCTURAL WALL
EXTERIOR DOORS I SWINGING
EXTERIOR DOORS I ROLL -UP
FRONT ELEVATION
SCALE: 1/8' =1'
UNION CORRUGATING COMPANY
26 Gauge MasterRib Panel
UNION CORRUGATING COMPANY
26 Gauge MasterRib Panel
ELIXER DOOR AND METAL COMPANY
Series 407
ASTA INDUSTRIES INC.
Model 203
NOTE:
12 GA FRAMING IS 2-1/4" x 2-1/4" TUBE STEEL (TS).
NIPPLES ARE 2" x 2" TS FOR 12 GA FRAMING.
LEFT SIDE ELEVATION
SCALE: 1/8' = T
OCCUPANCY GROUP: U
GENERAL NOTES.
CONSTRUCTION TYPE: II-B
1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM,
CONCRETE:
COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT
Concrete Shall Have a Minimum Specified Compressive Strength of 2500 PSI at28 Days.
RISK CATEGORY: I
APPROVAL
LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING
No. &DATE
REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
COVER OVER REINFORCING STEEL
BUILDING ENCLOSURE TYPE: ENCLOSED
For foundations, minimum concrete cover over reinforcing bars shag be:
2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF
3 inches in foundations where the concrete is cast against and permanently in contact
WIND EXPOSURE CATEGORY: C
SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS
with the earth or exposed to the earth or weather, and 1-12 inches elsewhere.
FL9555.2
NOT SPECIFICALLY ADDRESSED HEREIN, WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE
Reinforcing bars embedded in grouted cells shall have a minimum clear distance of 1/4
ULTIMATE WIND SPEED (MPH): 160
06/23/15
AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR
inch for fine grout or 12 inch for coarse grout between reinforcing bars and any face of a
STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS.
cell. Reinforcing bars used in masonry walls shall have a masonry cover (including
NOMINAL DESIGN WIND SPEED (MPH): 124
grout) of not less than 2 inches for masonry units with face exposed to earth orweagrer
FL9555.2
3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR
1-12 inches for masonry units not exposed to earth or weather.
MEAN ROOF HEIGHT (FEET): 14.06
06/23/15
STAINLESS STEEL.
REINFORCING STEEL:
ROOF ANGLE (DEGREES): 14.0
4• FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 31V SELF DRILLING FASTENERS WITH
The reinforcing steel shall be minimum Grade 40.
FL17996.5
CONTROL SEAL WASHER @ 6' O.C. AVERAGE.
DESIGN PRESSURES (PSF):
09/07/15
GALVANIZATION:
5• ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3l4' SELF DRILLING SCREWS WITHOUT CONTROL
Metal accessories for use in exterior wall construction and not directly exposed to the
ROOF; -32.8
FL8888.1
SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
weather shall be galvanized in accordance with ASTM A 153, Class B-2. Metal plate
connectors, screws, bolts and nails exposed directly to the weather shall be stainless
WALLS: -32.0
05/31/15
6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 25M PSI AT 28 DAYS. THE REINFORCING
steel or hot dipped galvanized.
STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH
SWINGING DOOR: -35.0
6X6-W10.4XW10.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED:
REINFORCEMENT COMPLYING WITH ASTM C1116.
1. All reinforcement is bent cold;
ROLL -UP DOORS: -33.0
2. The diameter of the bend, measured on the inside of the bar, is not less than sic -bar
O
7. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITS MODEL AT1252, OR SLEEVE ANCHOR
diameters; and 7/ 0 —
MODEL HSA 1260, OR EQUIVALENT.
3. Reinforcement partially embedded in concrete shall not be field bent ST. LUCIE COUNTY PIM niN'G DBgS1l DN
8• POSTIRAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.
EXCEPTION: REVIEWED FO NICE
Where bending is necessary to align dowel bars with a vertical cell, bars partiallip
WED BY
g• SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR
embedded in concrete shall be permitted to be bent at a slope of not more than
RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014) -
inch of horizontal displacement to 6 inches ofvertical bar length.
ATE
RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2014-BUILDING.
PLANS AND PER -NUT r'!UST BE KEPT ON JO
OR NO JNSPECTION iVILL BE 1IADE.
RIGHT SIDE ELEVATION '
SCALE: 11/8' =1'
REAR ELEVATION
SCALE: 1/8' =1'
METAL FRAMING AND SIDING PREFABRICATED BY
CARPORTS ANYWHERE
P.O. BOX 776
STARKE, FL 32091
THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF BECHTOL
ENGINEERING & TESTING, INC. AND CARPORTS ANYWHERE, INC.
THESE DRAWING MAY NOT BE REPRODUCED WITHOUT THE
WRITTEN CONSENT OF BECHTOL ENGINEERING & TESTING, INC.,
AND CARPORTS ANYWHERE, INC.
CONCEALED FASTENERS RTIFYARMA ,SANDSPECIFICATIONS
ARE TNfth@j6jkI`��IE UNDERSIGNED PROFESSIONAL
C01''I IN AC R E WITH THE REQUIREMENTS OF
1� Q T BUILDING CODE, FIFTH EDITION (2014).
THE PLANS ARE VALID UNTIL E NEXT REVISION OF THE FLORIDA
BUILDING CODE.
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THESE PLANS AND ALL PROPOSED WORT; �� H BEC,y�o
ARE SUBJECT TO ANY C PSIECTUNS
REQUIRED BY FIELD INS EBIBM�NGINEERING sI 8 ,C. IN
MAY BE NECESSARY IN R�14r NEW YORKAVENUE Q
COMPLY WITH ALL APPLICls'CDA 32720 Z g53 •• �r
Thomas Becht P.E.
Florida License
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File C ®g 1 1 1 I I I
PROPOSED UTILITY STRUCTURE
7304 BAYARD ROAD
FORT PIERCE, FLORIDA
IV/23/17
NOTED
N0 G17002
SHEET 1OF3
26 GA GALVANIZED METAL ROOF PANELS FASTENED
TO PURUNS WITH 912-14 x 314' SDPs WfrH CONTROL
FRONT WALL POST/TRUSSED RAFTER FRAMING PLAN
SCALE: 1/8' =1'
LEFT SIDE POST/TRUSSED RAFTER FRAMING PLAN
SCALE: 1/8' = T
TS POST
SIDING BEHIND DOOR FRAME NOT
SHOWN FOR CLARITY OF DETAIL
TS NON-STRUCTURAL
HEADER
I I
ANGLE CLIPS
(Typical) I
II I
II I
I I SWINGING DOOR WITH I
I JAM ASSEMBLY
II I
II I
II Q I
I -- I -
I I TS POST
II I
II I
II I
II A
II I
II I
II I
INTERIOR
TYPICAL INTERIOR POST/TRUSSED RAFTER SECTION
SCALE: 1/8' =1'
ASECTION
Not To Scale
26 GA. GALVANIZED METAL WALL PANELS FASTENED
�1' 18 GAUGE FURRING CHANNEL FASTENED TO
EACH RAFTER WITH (2) #12-14 x 3W SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48' O.C.
26 GA. METAL
ROOF PANEL
TS RAFTER
ROOF PANEL ATTACHMENT
Not To Scale
#12-14 x 3/4" SDF
aQ 12' O.C.
EXTERIOR
x 314' SDF
D.C.
ROLL -UP DOOR GUIDE TO POST
CONNECTION DETAIL
Not To Scale CURTAIN: 26 GA. galvanized steel with
baked on epoxy primer & polyester top coat
REAR WALL POST/TRUSSED RAFTER FRAMING PLAN
SCALE: 1/8' =1'
4'
Maximum
3
3
1' 18 GAUGE FURRING CHANNEL FASTENED TO
EACH RAFTER WITH (2) #12-14 x 314' SELF-DRI WNG
FASTENER SPACED NOT MORE THAN 48' O.C.
30'
LEFT SIDE POST/TRUSSED RAFTER FRAMING PLAN
SCALE: 1/8' =1'
\\ N BEC/yT
5� �NSE
BECHTOL ENGINEEI N •D TESoTJ��gr l IC.
605 WEST NEW YORKAVENFJE
DELAND, FLORIDA 32720 {_. ' \ w =
Certificate of Autho ' ation Nc;i w —
omas Becht P.E. %, FOR • \�
Florida License // O • \\
File u®py
PROPOSED UTILITY STRUCTURE
7304 BAYARD ROAD
FORT PIERCE, FLORIDA
10/23/17
BECHTOL ENG/NEERM RR NTS
AND TESTING, Im
corsuLm�o crmrc�oscw [Hvmowim+rN..um wmtws nsnxo cr�ar�rs TB °"O1NO' G17002
°i�""1°'"�°"°°®Q1p2 "P"`°a�" TB SHEET 2 OF 3
9
TS BOX EAVE RAFTER
MINIMUM 6' LONG TS NIPPLE
NIPPLETO 3116'
SECURE WITH (4) #12-14 x 3/4'
INSTALL 1/2' x 5-1/2' EXPANSION ANCHOR
RAFTER
MINIMUM 6' LONG TS NIPPLE
SELF -DRILLING FASTENERS
THROUGH BASE RAIL WITHIN 6' OF EACH
SECURE WITH (4) x 3l4'
RAFTER POST ALONG SIDES
48' 16 GA U-CHANNEL BRACE
FAST#124ENERS
SELF -DRILLING FASTENERS
TS RAFTER POST (CORNER)
BRACE ANGLE SHALL BE MIN. 45°
NIPPLETO 3116
TO MAX. 60° FROM HORIZONTAL
BASE RAIL
o
1-1/2' x 1-1/2' x 2' 16 GA CLIP
o
ANGLE, SECURE TO RAFTER
POST AND BASE RAIL
MINIMUM 2-1/4' EMBEDMENT
6'
l i WITH (4) #12-14 x 3/4' SDFs
TS RAFTER POST
o
I I
'v GROUND SURFACE
NIPPLETO 3116' i
I I
BASE RAIL TS CONTINUOUS BASE RAIL
MINIMUM 6' LONG TS NIPPLE
o
SECURE RAFTER AND POST
TO NIPPLE WITH (4) #12-14 x 3l4'
SELF -DRILLING FASTENERS
of
TS CONTINUOUS BASE RAIL
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
TS RAFTER POST
REINFORCED WITH 2 #Fs CONTINUOUS
(SEE CONCRETE NOTES ON SHEET 2OF 3)
CONCRETE MONO. SLAB BASE RAIL ANCHORAGE
1 Not To Scala
TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADER
TS END POST OR DOOR/
WINDOW FRAME POST
TS NON-STRUCTURAL HEADER,
BASE RAIL, OR WINDOW RAIL
2'x2'x2' 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE) AND
RAFTER CHORD/RAIL WITH (4) #12-14 x 3/4'
SOPS, (2) ON BOTTOM AND (2) ON SIDE
NOTE: AT ROLL -UP DOOR OPENINGS,
POST SHOULD BE FLUSH WITH RAIL
END. CLIP POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
POST TO NON-STRUCTURAL HEADER, BASE
RAIL OR WINDOW RAIL CONNECTION DETAIL
5 Not To Scale
TS BOW RAFTER
OR RAFTER POST
MINIMUM 6' LONG TS NIPPLE
SECURE WITH (4) #12-14x 3/4'
r, SELF -DRILLING FASTENERS
I I
to
I I
DBL TS HEADER
BOX EAVE RAFTER/CORNER POST
2 CONNECTION DETAIL
Not To Scale
TS POST
2' x T x 2' 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIL/GIRT WITH #12-14x 3W SOPS
TS NON-STRUCTURAL
HEADER
TS WINDOW RAIL (OR GIRT
FOR VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER OR WINDOW
6t To ScaleRAIL TO POST CONNECTION DETAIL
No
MINIMUM 6' LONG TS NIPPLE
SECURE EACH WITH (4) #12-14x 3/4'
SELF -DRILLING FASTENERS
TS POST
CONTINUOUS BASE RAIL
RAFTER POST/
3 BASE RAIL CONNECTION DETAIL
TS RAFTER
2'x2'x2' 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH #12-14 x 3/4'
SDF's, (2) ON TOP AND
(2) ON SIDE
OR
TS END POST 2'x4' 16 GA PLATE
SECURE TO EACH SIDE OF
POSTIRAFTER CONNECTION
WITH (4) #12-14 x 3/4' SDFs,
(2) ON POST, (2) ON RAFTER
7 END POST/RAFTER CONNECTION DETAIL
Not To Scale
2-1/4' FOR ��16 GAUGE U-CHANNEL BRACE
12 GA FRAMING FASTENED TO THE POST AND
2-1/2' FOR RAFTER, WITH (2) #12-14 x 3/4'
3I16' BASE RAIL NIPPLETO 3/16' NIPPLETO 14GAFRAMING SELF -DRILLING SCREWS AT
�\ BASE BASE RAIL EACH END (4 PER BRACE)
--BRACE-SECTION
RAFTER POST/DBL HEADER
�1 COS�I.CTION DETAIL
RAFTER POST/BASE
RAIL CONNECTION DETAIL
t V Not To Scale
Not To Scale
END POST/BASE RAIL CONNECTION DETAIL
Not To Scale
.ONG TS NIPPLE
.H WITH (4) #12-14 x 3W
JG FASTENERS
POST
�Q DBL HEADER/POST CONNECTION DETAIL
O Not To Scale
BECHTOL ENGINE . \�'1'�ING1, im,
605 WEST NEW YORK hi
DELAND, FLORIDA 3242
Certificate of o ND 3g538
e3
Thomas Bebb of P.E.
Florida License No. 385a8 OF \
Si
PROPOSED UTILITY_STRU-C_T_URE
7304 BAYARD ROAD
FORT PIERCE, FLORIDA
10/23/17
MO
M BECHTOL ENGINEERING oTMw RR NTS
AND 7EST1•NG, Ina
TB G17002
COWAT m arloi6 WA. DNR01aWa44 AND YAMMS TMW warms
TB SHEET 3 OF 3