HomeMy WebLinkAboutUTILITY STRUCTURE PLANi.
APPROVED PRODUCTS LIST
GENERAL NOTES:
-
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
PRODUCT CATEGORY SUBCATEGORY MANUFACTURER APPROVAL
OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
No. BDATE
2,
THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) 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
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5
IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERT ADDITIONAL LOADS ON THE
26 Gauge Panel 10/10/17
9
STRUCTURE SHALL BEAT THE OWNER'S RISK BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO
THE APPLICATION OF ADDITIONAL LOADS.
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5
3.
ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
26 Gauge AG Panel 10/10/17
4.
ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5.
ALL FIELD FRAMING CONNECTIONS SHALL BE#12-14 x 3/4'SELF'DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE
WELDED.
6.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB
FOUNDATIONS SHALL BE REINFORCED WITH 6X6-WI AXWI .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185. OR WITH SYNTHETIC FIBER REINFORCEMENT
COMPLYING WITH ASTM CI116. _
7.
CONCRETE ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT 1252. OR EQUIVALENT.
8.
POST/RAFTER BRACING: BRACE ON EVERY POSTRRAFTER CONNECTION. EXCEPT FOR END WALLS AND GABLE ENDS.
9.
SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE
SIXTH EDITION (2017)-RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL
CONTACT BEARING PRESSURE OF 2,1 DO PSF IS ASSUMED.
10. 14 GA FRAMING: 2-1/2' x 2-1/2' TUBE STEEL ITS) WITH 2-1/4' x 2-1/4' TS NIPPLES.
12 GA FRAMING: 2-1/4' x 2-1/4' TS WITH Tx 2' TS NIPPLES.
END. ELEVATION .. ..
SCALE: 1/8' =1'
SIDE ELEVATION
SCALE: 1/O'=1' - - - -
OCCUPANCYGROUP:
U
CONSTRUCTION TYPE:
II-B
RISK CATEGORY:
I
BUILDING ENCLOSURE TYPE:
ENCLOSED
WIND EXPOSURE CATEGORY:
C
ULTIMATE WIND SPEED (MPH):
ISO
NOMINAL DESIGN WIND SPEED (MPH):
116
MEAN ROOF HEIGHT (FEET):
7.46
ROOF ANGLE (DEGREES):
14.0
DESIGN PRESSURES (PSF):
ROOF:
ZONEI:
+16.0 /-25.9
ZONE 2:
+16.0/-36.5
ZONE 3:
+16.0/-57.6
DESIGN ROOF PRESSURES:
+16.0/,32A
WALLS:
ZONE4:
+26.71-29.1
ZONES:
+26.7/-32.5
DESIGN WALL PRESSURES:
+26.71.30.1
1? FI +2.T
REVIEWED FOR
CODE COMPLIANCE
$T• LUCIE COUNry NOTE: 14 GA FRAMING
BOCC
METAL FRAMING AND SIDING PREFABRICATED BY
CAROLINA CARPORTS, INC.
P.O. BOX 1263
DOBSON, NORTH CAROLINA 27017
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, SIXTH EDITION (2017).
THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE
FLORIDA BUILDING CODE.
BECHTOL ENGINEERINCZ
605 WEST NEWYORK AVENUE
DELAND. FLORIDA 32720 =.
i
BY
St. Lucie County
\�Illll lll.///
No, 3853
� STATE OF ; •' (v �
��''�Sy�NAL1ETG
PROPOSED UTILITY STRUCTURE
5312 BOWLING GREEN DRIVE
FORT PIERCE, FLORIDA
;. - m .. - . 21131
BECHTOL ENGINEERING RR "' RR NTSMOL .
AND 7ESANG GiF
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INSTALL 1/2' x MINIMUM 5' EXPANSION
ANCHOR THROUGH BASE RAIL WITHIN 6' OF
EACH RAFTER POST ALONG SIDES AND
INSIDE EVERY OTHER END WALL POST
ALONG END WALL SECTIONS
\ I---I-MIN. 6'
MINIMUM 4-
CONTINUOUS B CONCRETE PAVEMENT
CONCRETE BASE RAIL ANCHORAGE
t NMTO Scale
SIDE RAFTER/POST FRAMING PLAN
SCALE: 1/8' = V
48' 16 GA U-CHANNEL BRACE
BRACE ANGLE SHALL BE MIN. "W
RAFTER
�S' LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) #12-14 x 3f4' SDFs
RAFTER POST
BOX EAVE RAFTER/POST DETAIL
� NM TO Scale
26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS ACCORDING TO MANUFACTURER'S
INSTALLATION INSTRUCTIONS
NIPPLE TO
BASE RAIL
6' LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3W SDFs
RAFTER POST
CONTINUOUS BASE RAIL
OSTBARAIL CONN. DETAIL
26 GA. GALVANIZED METAL WALL PANELS FASTENED
TO POSTS ACCORDING TO MANUFACTURER'S
INSTALLATION INSTRUCTIONS
12
Q3
TYPICAL INTERIOR POST/RAFTER FRAME SECTION
SCALE: 1/8' =1'
2-1W FOR
12 GA FRAMING
2-112' FOR
iB GAUGE U-CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 314' SDFS
AT EACH END (4 PER BRACE) -
BRACE SECTION
Not To Scale
\\111111111 ///'
BECHTOL ENGINEERIIN TE TING, C. .01
605 WEST NEW YORKAVEZE
DELAND. FLORIDA 32720 No. 38538
CemficeteofAoiho' bon No.
lg'omon
�'•. STATE
ATE OF
ce�• `Florldsuns 3{ �''/S�ONAL TEN
PROPOSED UTILITY STRUCTURE
5312 BOWLING GREEN DRIVE
FORT PIERCE, FLORIDA
BECHTOL ENG/NEER/NG �RR
AND TE6AND.T. ,•y
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