HomeMy WebLinkAboutEngineering; Proposed Utility StructurePRODUCT CATEGORY
STRUCTURAL COMPONENTS
STRUCTURAL COMPONENTS
APPROVED PRODUCTS LIST
SUB CATEGORY
ROOF DECK
STRUCTURAL WALL
SIDE POSTBOW RAFTER FRAMING PLAN
SCALE: 1W =1'
SIDE ELEVATION
SCALE: 1/8' = 1'
NOSCREWS
REQUIRED
IN BOW BEND
5
RAFTER
MANUFACTURER
CAROLINA CARPORTS, INC.
26 Gauge AG Panel
CAROLINA CARPORTS, INC.
26 Gauge AG Panel
24' 16 GA U-CHANNEL BRACE
(5' TO T POST)
48' 16 GA U-CHANNEL BRACE
(8• TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60' FROM HORIZONTAL
3' `W LONG TS NIPPLE
SECURE RAFTER AND POST TO
NIPPLE WITH (4) #12-14 x 314'
TS RAFTER POST SELF -DRILLING FASTENERS
BOW RAFTERIPOST DETAIL
� � iNot TO Scale
NIPPLE TO
BASE RAIL
OCCUPANCY CROUP:
U
GENERAL NOTES:
CONSTRUCTION TYPE:
II-B
I.
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
RISK CATEGORY:
II
APPROVAL
SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
No. & DATE
BUILDING ENCLOSURE TYPE:
ENCLOSED
2
THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (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
WIND EXPOSURE CATEGORY:
C
FL6596.1-R5
COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH
EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC.. SHALL NOT BE RESPONSIBLE FOR
ULTIMATE WIND SPEED (MPH):
160
10/10/17
STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS.
NOMINAL DESIGN WIND SPEED (MPH):
124
FL6702.1-R5 3.
ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
10/10/17
MEAN ROOF HEIGHT (FEET):
1225
4.
ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS.
ROOF ANGLE (DEGREES):
14.0
5.
ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14x 3W SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL
BE WELDED.
DESIGN PRESSURES (PSF):
6.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB
INTERNAL PRESSURE COEFFICIENT:
+0.181-0.18
FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT
COMPLYING WITH ASTM C1116.
ROOF:
ZONE1:
+1.0/-29.5
7.
CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1/2' x 5' OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE MODEL HSA 1260, OR
ZONE 2:
+16.0 /-01.5
EQUIVALENT.
ZONE 3:
-16.01-65.6
DESIGN ROOF PRESSURES:
+16.01.39.1
8.
POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS.
'WALLS:
9.
SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING
��jjy�
CODE SIXTH EDITION (2017)-RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE
ZONE5THe Co+
-304/-37.0
FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.
DESIG ROO91 F P SSURE "
+30.4 /-35.0
10.
14 GA FRAMING: 2-1/2' x 2-1/2' TUBE STEEL (TS) WITH 2-1W x 2-1/4' TS NIPPLES.
-
go Ir
L
12 GA FRAMING: 2-1/4'x 2-1/4'TS WITH T x T TS NIPPLES.
sue==t-
26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS ACCORDING TO MANUFACTURER'S
INSTALLATION INSTRUCTIONS
12
Q3
24.16 GA U-CHANNEL BRACE
FASTENEDTORAFTERIMTH
(2) #12.14 x WP SELF-0RRLNG
SCREWS AT EACH END
(4 PER BRACE)
TYPICAL INTERIOR POST/RAFTER FRAMING PLAN
SCALE: 1/8' = T
6' LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) 012-14 x 3W SOPS
RAFTER POST
INSTALL 112'x MINIMUM TTAPCON REDHEAD LOT COC p9&4pMh%NCE
ANCHOR OR 1/T x MINIMUM 5-1/2' EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN WOF EACH STe L.UCIE COUNTY
RAFTER POSTS ALONG SIDES AND EVERY END
WALL POST ALONG END WALL SECTIONS BOVVNN
1-�}-MIN. 6'
2-1/2' EMBEOMENT
CONTINUOUS 4'
CONCRETE BASE RAIL ANCHORAGE
1 Not Ta Scale
FRONT & REAR ELEVATION
SCALE: 1/8' = T
CONTINUOUS BASE RAIL
POST/BASE RAIL CONN. DETAIL
1.112' x 1-1/2' x 2' 16 GA CLIP ANGLE
SECURE TO RAFTER POST AND
GABLE RAIL WITH (4) #12-14 x 3/4' SI
TOP AND BOTTOM
1-1/2' x 1-1/2' x 2' 16 GA CLIP ANGLE
SECURE TO RAFTER AND GABLE
RAIL WITH (4) 412-14 x 3/4' SDFS,
(2) ON TOP, (2) ON BOTTOM
6' LONG TS NIPPLE
SECURE RAFTER AND POST TS GABLE RAIL
TO NIPPLE WITH (4) #12-14 x 3/4'
SELF -DRILLING FASTENERS
t RAFTER POST
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
•+ NM Ta Swle
METAL FRAMING AND SIDING PREFABRICATED B
CAROLINA CARPORTS, INC.
P.O. BOX 1263
DOBSON, NORTH CAROLINA 27017
THESE ENGINEERING DRAWINGS ARE THE
PROPERTY OF BECHTOL ENGINEERING &
TESTING, INC. AND CAROLINA CARPORTS, INC.
THESE DRAWING MAY NOT BE REPRODUCED
WITHOUT THE WRITTEN CONSENT OF BECHTOL
ENGINEERING & TESTING, INC., AND CAROLINA
CARPORTS, INC.
THIS IS TO CERTIFY THAT THE CALCUfATIONSAND 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 120M.
THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA
BUILDING CODE.
RAFTER
BECHTOL ENI
605 WEST NEW YO
AND. FL
RECEIVED DELficae ofORIDA
DEC 0 2 2019
Thomas tol, P.
ST. Lucie County, PerMItting P.M. Ucens o.:
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PROPOSED UTILITY STRUC
2921 DAME ROAD
FORT PIERCE, FLORIDA TB
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