HomeMy WebLinkAboutPLAN67'-7"
EXISTING SUPPORT
TO BE REMOVED
NEW SUPPORT
10,
80'-2"
EXISTING JOIST / TRUSS
LAYOUT SUPPORTED BY
TRUSS AND COLUMN
STRUCTURE DESIGNED
IN THESE PLANS
PROJECT DION RESIDENCE
9'-7"
1550 BUTTONBUSH CIRCLE, PALM CITY, FL 34990
INTERIOR STRUCTURAL
SUPPORT
14'-2"
12'-7„
TRIBUTARY AREA OF JOIST /
TRUSS STRUCTURE SITTING
ON MAIN TRUSS
SCOPE 1
41'-8" —
PROJECT NO.: DRAWi
J19113 JS
DATE:
05/09/19
FLOORIPLAN
1' = 3/32„
i
CHECKED BY:
jcg4 wool
44'-11 REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
13OCC
.�oS`�„ �....... ..,,,
3 w No: 86388: */
.p? . SPATE OF
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JOSEPH SIMHON, P11Yniu6oW
PROFESSIONAL ENGINEER
FLORIDA REGISTRATION #86388
KEY PLAN
NTS
SCOPE OF WORK
SCOPE 1: TO INSTALL A NEW SUPPORT COLUMN AND
FOUNDATION SYSTEM TO SUPPORT EXISTING ROOF
TRUSS STRUCTURE AS DEPICTED IN PLANS HERE.
DUE TO STRUCTURAL FRAMING ELEMENTS OF THE
EXISTING CONSTRUCTION BEING HIDDEN FROM VISUAL
OBSERVATION, CONTRACTOR TO CONFIRM AT THE TIME
OF DEMOLITION THE CONDITION OF THE FRAMING AND
STRUCTURAL ITEMS ASSUMED HERE AND COMMUNICATE
WITH ENGINEER. DEVIATIONS SHOULD BE NOTIFIED TO
ENGINEER SO THAT HE MAY EVALUATE THE CHANGED
CONDITIONS AND ISSUE REVISED DRAWINGS WITH
APPROPRIATE MODIFICATIONS, IF WARRANTED.
ALL WORK MUST COMPLY WITH THE FLORIDA BUILDING
CODE, SIXTH EDITION (2017) AND APPLICABLE
STANDARDS OF THE AMERICAN CONCRETE INSTITUTE
(ACI) INCLUDING, BUT NOT LIMITED TO ACI 315 AND
ACI 31 B.
SCANNED
BY
St. Lucie County
QuEST CA# 7954
QuEST Engineering Services & Testing, Inc.
2737 NW 19 Street
Pompano Beach, FL 33069
IN I Ph (954)582 9800
Fax (954)582 9836
Consulting - Engineering - Testing
S.1
INSTALL NEW TRUSS
TO MATCH EXISTING
MEMBER SIZES
10"X10"XO.5" STEEL
END PLATE WELDED
TO COLUMN
4-3/4" HIT—V WITH
HILTI HIT EQUIVALENTY100 OR
EMBEDDED AT 6"
2'0X4.5' DEEP
CONCRETE FOOTING
(3000 PSI)
VERIFY 2500 PSF
SOIL BEARING
CAPACITY
INSTALL TWO 9FT C4X5.4
9' CHANNELS ON EITHER SIDE
S2 OF TRUSS
— EXST. 2X6 TOP CHORD
1 NEW TRUSS EXISTING TR S_ _ EXST. 2X4 DIAGONAL CHORD
1 _ EXST. 2X4 VERTICAL CHORD
2' 3" / I I �,� I /,/ / EXST. 2X4 BOTTOM CHORD
EXISTING CMU WALL
S4 INSTALL TWO 1OX10 TRUSS
7 NAIL ON PLATE W/16 0.131"
TRUSS NAILS ON EITHER SIDE
4'-7" V. OF TRUSS
12'-7"
S2
13' HSS 4"X4"X1/4" MAX. 13'
HEIGHT MIN. 50 KSI STEEL
COLUMNS ON EITHER SIDE
OF OPENING
S3 S3 1/4"0 FILLET WELD ALL
AROUND (E-70XX
ELECTRODES)
#4 REINFORCEMENT
REINFO AL
CEMENT
7 S� SUPPORT ELEVATION
4' 1' = 1/4"
I
a L_
2'OX4' DEEP CONCRETE
FOOTING (3000 PSI)
3" MIN. 8 — #6 VERTICAL
COVER REINFORCEMENT
#4 SPIRAL TIES ®14"O/C
10"X10"XO.5" STEEL END
PLATE WELDED TO COLUMN
I.. t HSS 4"X4XO.25" COLUMN
Ni
S3 FOUNDATION TOP VIEW
1' = 1/4'
DION RESIDENCE
1550 BUTTONBUSH CIRCLE, PALM CITY, FL 34990
INTERIOR STRUCTURAL
SUPPORT
INSTALL TWO 9FT C4X5.4 CHANNELS
ON EITHER SIDE OF TRUSS
PREDRILLED FOR BOLTING TO COLUMN
5"X8"X1/2" THK BASEPLATE
1/4" FILET WELD TO COLUMN
INSTALL 4-3/8"0 BOLTS
HSS 4"X4"X1/4" 50 KSI
STEEL COLUMNS
GENERAL NOTES
INSTALL TWO 9FT C4X5.4
CHANNELS ON EITHER
SIDE OF TRUSS
1/2"0 THROUGH 2.
BOLT SPACED
12" OC
3.
4.
5.
INSTALL TWO 9FT C4X5.4
CHANNELS ON EITHER SIDE 6.
OF TRUSS PREDRILLED FOR
BOLTING TO COLUMN 7,
4-3/8"0 BOLTS 18
5"X8"X1/2" THK
BASEPLATE 1/4" FILET
WELD TO COLUMN 9
HSS 4"X4"X1/4" 50
KSI STEEL COLUMNS
S2 SECTION DETAIL
1' = 1 1 /2"
S4 BASEPLATE DETAIL
1' = 1 1 /2"
OJECT NO.: DRAWN BY:
J19113 JS
DATE:
05/09/19
CHECKED BY:
RNS
3/4" MIN.
EDGE
DISTANCE
%
w No. 86388 6.
STATE OF
'-,,� FPS ........• G ,�`'
JOSEPH SIMHON,
PROFESSIONAL ENGINEER
FLORIDA REGISTRATION i/86388
ALL WORK MUST COMPLY WITH THE FLORIDA
BUILDING CODE, SIXTH EDITION (2017) AND
APPLICABLE STANDARDS OF THE AMERICAN
CONCRETE INSTITUTE (ACI) INCLUDING, BUT NOT
LIMITED TO ACI 315 AND ACI 318.
ALL WORK TO BE DONE BY LICENSED PERSONNEL
AFTER OBTAINING APPROPRIATE PERMITS,
PURSUANT TO ALL OSHA REQUIREMENTS
CONCRETE COMPRESSIVE STRENGTH SHALL BE A
MIN. OF 3000 PSI.
STEEL CHANNELS AND OTHER MISCELLANEOUS
STEEL SHOULD HAVE A MINIMUM YIELD STRENGTH
OF 50 KSI.
ALL WELDS TO BE DONE FULL LENGTH WITH
1/4"0 E-70XX ELECTRODES.
IF THERE ARE GAPS UNDERNEATH BASE PLATE
THEN PLACE 3000 PSI NON —SHRINK GROUT.
IN THE EVENT OF ANY DISCREPANCY OR DISTRESS
NOTED DURING CONSTRUCTION OPERATIONS, THE
ENGINEER SHOULD BE NOTIFIED, IMMEDIATELY FOR
RESOLUTION AND APPROPRIATE MODIFICATIONS TO
THESE RECOMMENDATIONS, THAT THE ENGINEER
DEEMS NECESSARY.
CONTRACTOR TO INSPECT & VERIFY THAT OTHER
AREAS OF THE STRUCTURE INCLUDING AREAS
OUTSIDE OF WORK SCOPE ARE IN GOOD
CONDITION AND DOES NOT REQUIRE ADDITIONAL
REPAIRS.
SUPPLEMENTAL SUPPORTS & SHORE POSTS MUST
BE INSTALLED BEFORE CUTTING OR REMOVING
ANY MEMBER.
QuEST
QuEST Engineering Services & Testing, Inc.
2737 NW 19 Street
Pompano Beach, FL 33069
Ph (954)582 9800
Fax (954)582 9836
Consulting - Engineering - Testing
CA# 7954
S-2