HomeMy WebLinkAboutbldg planFEIC APPROVED PRODUCTS L, ,
PRODUCT CATEGORY I SUBCATEGORY
STRUCTURAL COMPONENTS I ROOF DECK
STRUCTURAL COMPONENTS I STRUCTURALWALL
LEFT SIDE ELEVATION
SCALE: 1/8'=T
RIGHT SIDE ELEVATION
SCALE: 118' =1'
DRILL 5/8' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH VT DIAMETER
THROUGH -BOLT
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
EYEANCHOR U
518' ROD 48' LONG
WITH 6' HELIX
BASE RAIL
BASE RAIL ANCHORAGE
/ Not To Scale
MANUFACTURER
UNION CORRUGATING COMPANY
26 Gauge MasterRib Panel
UNION CORRUGATING COMPANY
26 Gauge MasterRib Panel
GENERAL NOTES: RECEIVED SE-1y
1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING,
AND BASE RAIL ANCHORAGE. OT14ER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSIEGRESS,
APPROVAL
PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
No. & DATE
2. THESE STRUCTURES ARE DESIGNED AS 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, WHICH EXERT
ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE
FL9555.2
RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS.
06/23/15
3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL, ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
FL9555.2
4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14x314' SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @6'
06/23/15
O.C.AVERAGE
5. ALL FIELD FRAMING CONNECTIONS SHALL BE#12-14x 314' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALLSHOP
FRAMING CONNECTIONS SHALL BE WELDED.
6. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN VOF EVERY POST LOCATION. SEE GROUNDANCHOR DETAIL, DETAIL I,
THIS SHEET, FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.
Z POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION.
26 GA. GALVANIZED METAL WALL PANELS FASTENED
TO POSTS WITH #12A4 x 3/4' SDF's WITH CONTROL
SEAL WASHER @ AVERAGE 6.O.C. SPACING
26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS WITH #12-14 x 3/4' SDPs WITH CONTROL
SEAL WASHER @ AVERAGE 6- O.C. SPACING
2
NIPPLETO
RAFTER
24' 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 314' SELF -DRILLING
SCREWS AT EACH END
(4 PER BRACE)
TYPICAL INTERIOR POST/RAFTER SECTION
SCALE: 118' =1'
24' 16 GA U-CHANNEL BRACE
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60- FROM HORIZONTAL
SECURE POST TO NIPPLE WITH
(4) #12-14 x SIT SOPS
TS RAFTER POST
BOX EAVE RAFTERIPOST DETAIL
L Not To Scab
IM ` 4171
ST. LUM.. C -? . "T2` BT. II ^T[Kf 1!I EiYe .
R.EVIER'EDFOR C A IC'.
REVIE ]REVIEWED
R
DATE 4�__
PLANS AND PERNPT ATUST BE KEPT ON JOB
OR NO INSPECTION WI.LL BE MADE.
5'
Maximum
a
,
SIDE POST/RAFTER FRAMING PLAN
SCALE: 118'=T
NIPPLETO
BASE RAIL
MINIMUM 6' LONG TS NIPPLE
SECURE WITH (4) #12-14x 314-
SELF-DRILLING FASTENERS
POST
RAFTER POST/
BASE RAIL CONNECTION DETAIL
Not To Scale
2-11T FOR
16 GAUGE U-CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14x 31C
SELF'DRILLING SCREWS
AT EACH END (4 PER BRACE)
BRACE SECTION
Not TOS.Is
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
RISKCATEGORY:
BUILDING ENCLOSURE TYPE:
ULTIMATE WIND SPEED (MPH):
NOMINAL DESIGN WIND SPEED )MPH):
MEAN ROOF HEIGHT (FEET):
ROOF ANGLE (DEGREES):
DESIGN PRESSURES(PSR:
ROOF:
WALL:
OPEN
C
150
116
B.33
14.0
-31.8
-28.6
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 & TE =U1ff1w1ffX9N6,
I����A�II INC.
THESE DRAWING M HE
WRITTEN CONSENT OF INC.,
AND J&B BUILDING SERVICEMBACTOR OF RECORD
THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS
HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL
ENGINEER, AND ARE IN ACCORDt�y��WITH THE REQUIREMENTS OF
SECTION 7809 OF THE FLORIDA BOIL�MbliNIBMOIAUEOPROPOSED WORK
THE PLANS ARE VALID UNTIL THFRIE SU6d=TMF4WtORRECTIONS•
BUILDING CODE. REQUIRED BY FIELD INSPECTORS THAT
M ff pA M€gp¢SARY IN ORDER TO
BECHTOL
Thomas B6chtc
Ronda License
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PROPOSED UTILITY STRUCTURE - BUILDING 1
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