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GENERAL NOTES:
1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL
CONSTRUCTION TYPE: II-B
RISKCATEGORY: I
APPROVAL
ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSIEGRESS, PROPERTY SET -BACKS, OR OTHER
PRODUCT CATEGORY
SUBCATEGORY
MANUFACTURER
LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS,
BUILDING ENCLOSURE TYPE: ENCLOSED
No.&DATE
2. THESE STRUCTURES ARE DESIGNED AS UTILITYISTORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE
AND APPLICABLE LIVE AND WIND LOADS, IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, WHICH EXERT ADDITIONAL LOADS ON THE
STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING. INC.. SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE
WIND EXPOSURE CATEGORY: C
ULTIMATE WIND SPEED (MPH): 160
STRUCTURAL COMPONENTS
ROOF DECK
UNION CORRUGATING COMPANY
FL9555.2
26 Gauge MasterRib Panel
06/23/15
OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS.
3. ALL STEEL TUBING SHALL BE SO KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
NOMINAL DESIGN WIND SPEED (MPH): 124
STRUCTURAL COMPONENTS
STRUCTURAL WALL
UNION CORRUGATING COMPANY
FL9555.2
4.
MEAN ROOF HEIGHT (FEET): 11.81
26 Gauge MastelRib Panel
06/23/15
FASTEN METAL ROOFAND WALL PANELS TO FRAMING WITH N12-14x 3/4'SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER@ 6' O.C.
AVERAGE, 5
ROOF ANGLE (DEGREES): 74.0
EXTERIOR DOORS
SWINGING
ELIXER DOOR AND METAL COMPANY
FL17996.5
ALL FIELD FRAMING CONNECTIONS SHALL BE MI2-14x314' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING
DESIGN PRESSURES(PSF):
Sedes 407
09/07/15
CONNECTIONS SHALL BE WELDED.
8.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 4p.
ROOF: -31.9
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888.1
7.
WALLS: -32.1
Model 203
05/31/15
CONCRETE EXPANSION ANCHORS SHALL BE WEAT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT,
8.
POST/RAFTER SPACING BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR ENO WALLS.
SWINGING DOOR: 35.0
C
SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA
ROLL-UP DOORS:
-33.09
BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014)-RESIDENTIAL,AND SECTION 1816.1 OFTHE FBC FE 2014-BUILDING.
PERIAI i7IIdG
Luuw County, 1-1-
ROLL-UP DOOR
(Recessed 25 to
FRONT ELEVATION
SCALE: 1/8" = 1'
LEFT SIDE ELEVATION
SCALE: 1/8" = V
RIGHT SIDE ELEVATION
SCALE: 1/8" = 1'
L "'L;114e9 AND A. L F°HUFOSED WONK
FbJ NWR� ORATTALHR��N�') I1I" "U0JILCT TO ANY CORRECTIONS
ARE THE RESPONSIBILITY 9F TITN `' LIiiIEC BY FIELD INSPECTORSTHAT
CONTRAMOR OF nZOORP I "ssrw Fii NECESOA,RY H1 ORDER TO
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SCALE: 1/8" = 1'
NOTE:
14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL ITS).
NIPPLES ARE 2-1/4" x 2-1/4" TS FOR 14 GA FRAMING.
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 J&B BUILDING
SERVICES, INC. THESE DRAWING MAY NOT BE REPRODUCED
WITHOUT THE WRITTEN CONSENT OF BECHTOL ENGINEERING
& TESTING, INC., AND J&B BUILDING SERVICES, INC.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND
SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN
ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF
THE FLORIDA BUILDING CODE, FIFTH EDITION (2014). THE
PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA
BUILDING CODE.
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4820 SOUTH WIND TRAIL
FORT PIERCE, FLORIDA
6/28117
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FRONT WALL POST/TRUSSED RAFTER FRAMING PLAN
SCALE: 1/8'=1'
6'
26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS WITH 412-14 x 3/4' SDPs NTH CONTROL
SEAL WASHER @ AVERAGE 6' O.C. SPACING
WELD ALL CHORD
TYPICAL INTERIOR POST/TRUSSED RAFTER SECTION
SCALE: 118' =1'
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LEFT SIDE POST/TRUSSED RAFTER
SCALE: 1/8'=1'
�1' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH
(2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C.
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RIGHT SIDE POST/TRUSSED RAFTER FRAMING PLAN
SCALE: 11T =1'
'F6'
]NTINUOUS, ALL FOUR SIDES,
BOTTOM TRUSS CHORDS
26 GA. GALVANIZED METAL WALL PANELS FASTENED
TO POSTS'MTH #12-14 x 3/4' SDF's WITH CONTROL
SEAL WASHER @ AVERAGE 6' O.C.
REAR POSTITRUSSED RAFTER FRAMING PLAN
SCALE: 118' =1'
File Conv
P 18 GAUGE FURRING CHANNEL FASTENED TO EACH
RAFTER WITH (2) #12-14x 3/4' SELF -DRILLING FASTENER
SPACED NOT MORE THAN 48' O.C.
� TS RAFTER
ROOF PANEL ATTACHMENT
Not To Scale
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PROPOSED UTILITY STRUCTURE
4820 SOUTH WIND TRAIL
FORT PIERCE, FLORIDA
6128/17
ABECHTOL ENG/NEER/NG RR NTS
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INSTALL 1/2' x 6' EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN FOP EACH
RAFTER POST ALONG SIDES
EMBEDMENT
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2#5's CONTINUOUS
� CONCRETE MONO. SLAB BASE RAIL ANCHORAGE
1
Nol To Scale
TS TRUSSED RAFTERCHORD,
OR NON-STRUCTURAL HEADER
TS END POSTOR DOOR(
WINDOW FRAME POST
TS NON-STRUCTURAL HEADER,
BASE RAIL, OR WINDOW RAIL
2'x2'x2' 16GAANGLEGLIP
SECURE TO POST (EACH SIDE) AND
RAFTER CHORDIRAIL WITH (4) #12-14x 3W
SDF's, (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
�1 RAIL, OR WINDOW RAIL CONNECTION DETAIL
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S POST
SIDING BEHIND DOOR FRAME NOT
SHOWN FOR CLARITY OF DETAIL
TS NON-STRUCTURAL
HEADER
ANGLE CLIPS
I I (TypicaQ
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SWINGING DOOR WITH
JAM ASSEMBLY
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,o BOX SAVE RAFTER
NIPPLE TO \ &16'
RAPIER
48' 16 GA U-CHANNEL BRACE
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60' FROM HORIZONTAL
MINIMUM 6' LONG TS NIPPLE
SECURE RAFTER AND POST
TO NIPPLE WITH (4) #12-14 x 3/4'
SELF -DRILLING FASTENERS
BOX EAVE RAFTER/CORNER POST
CONNECTION DETAIL
L Not TO Scale
POST
2' x 2' x 2' 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIUGIRT WITH #12-14x 3/4' SOF's
HEADER
TS WINDOW RAIL (OR GIRT
FOR VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER OR WINDOW
RAIL TO POST CONNECTION DETAIL
O Not To Scale
INTERIOR
SECTION
A NDITo Scale
#42-14 x 3/4" SDF
® 12" O.C.
EXTERIOR
MINIMUM 6' LONG TS NIPPLE
SECURE WITH (4) #12-04x 3W
SELF -DRILLING FASTENERS
RAFTERPOST
RAIL
RAFTER POST/
BASE RAIL CONNECTION DETAIL
Not TO Scale
BASE
MINIMUM V LONG TS NIPPLE
SECURE WITH (4) #12-14x 3/4'
SELF -DRILLING FASTENERS
1-0/2' x 1-1/2' x 2' 16 CA CLIP
ANGLE, SECURE TO RAFTER
POST AND BASE RAIL
WITH (4) #12-14 x 3/4' SOF's
CONTINUOUS BASE RAIL
END POST/BASE RAIL CONNECTION DETAIL
JNot To Scale
2'x2'x2' 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH #12.14 x 3/4' 16 GAUGE U-CHANNEL BRACE
SDF's, 2 ON TOP AND
2 ON SIDE 2-1/4' FASTENEDTHE POST AND
RAFTER, WITH (2) #72-04x 3/4'
SELF -DRILLING SCREWS AT
TS END POST EACH END (4 PER BRACE)
BRACE SECTION
Not To Swe
END POST/RAFTER CONNECTION DETAIL
Not To Scale
x&4' SDF
Oc.
ROLL -UP DOOR GUIDE TO POST
CONNECTION DETAIL
Not To Scale CURTAIN: 26 GA. galvanized steel with
baked on epoxy primer & polyester topcoat.
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PROPOSED UTILITY STRUCTURE
4820 SOUTH WIND TRAIL
FORT PIERCE, FLORIDA
6/28/17
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