07-685R-009AT EACH MEMBEI
10d NAILS I
2 MEMBER GIRDE
DESIGN FOR HORIZONTA
LOAD OF 4 Kips FROI
ROOF SHEATHIN,
BOTTOM CHORD BRACING
SEE PLAN
PROVIDE 202 BOTI
CONNECTED TO EXI'
WITH 5/8" x 8" A.B.
a)
G GENERAL STRUCTURAL NOTES
1.0 GENERAL:
A. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH CIVIL.
ARCHITECTURAL. MECHANICAL. AND ELECTRICAL DRAWINGS TO
LOCATE DEPRESSED SLABS. SLOPES. DRAINS. OUTLETS.
RECESSES. OPENINGS. BOLT SETTINGS. SLEEVES, DIMENSIONS.
ECT.
1. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION
OF THE OWNERS REPRESENTATIVE IN WRITING FOR
CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
B. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN
ACCORDANCE WITH THE OF THE FLORIDA 2004
BUILDING CODE AND THE LATEST ACI. ASTM. AND RISC
SPECIFICATIONS AND RECOMMENDED PRACTICE.
C GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING,
EXISTING FACILITIES. STRUCTURE AND UTILITY LINES FROM ALL
DAMAGE. LOCATION VERIFICATION OF ALL UTILITIES SYSTEMS
SHALL BE THE CONTRACTORS RESPONSIBILITY.
D. CONTRACTORS SHALL VERIFY ALL DIMENSIONS BEFORE
PROCEEDING WITH THE WORK.
E. NO DIMENSION SHALL. BE SCALED FROM THE DRAWINGS.
1. CONTRACTORS SHALL CHECK AND VERIFY ALL PLANS,
DIMENSIONS AND SITE CONDITIONS PRIOR TO
CONSTRUCTION.
B. CONTRACTOR SHALL FINALIZE HIS COST ESTIMATE
FROM PLANS THAT ARE FULLY APPROVED BY BUILDING
DEPARTMENT. FINAL ESTIMATE SHALL HAVE ALLOWANCE FOR
ALL REQUEST MADE BY BUILDING DEPARTMENT OFFICIALS.
1.02 BUILDING DESIGNED FOR THE FOLLOWING LIVE LOADS
ROOF ................ 30 PSF.
FLOOR LOADS ......... 40 PSF.
WIND ................ AS PER ASCE 702. FOR 146 MPH.
2.01 FOUNDATIONS:
A. FOUNDATIONS HAVE BEEN PROPORTIONED WITH
A BEARING CAPACITY OF 2000 PSF.
N EW VALLEY
-rml lt`flr -r-
A SECTION
)SCALE: 3/4" = 1' -0"
M% Jwl
C SECTION
SCALE: 3/4" = V-011
--0"
5.0 PLYWOOD ROOF SHEATHING:
a. SHEATHING SHALL BE C —D EXTERIOR SHEATHING. PANNEL INDEX
32/16 MIN.. RATED FOR EXPOSURE 1; MIN THICKNESS 19/32
b. INSTALL SHEATHING CONTINUOUS OVER TWO OR MORE SPANS
WITH FACE GRAIN PERPENDICULAR TO SUPPORT.
C. NAIL SHEATHING TO SUPPORT WITH 10d NAILS SPACED AT
6" O.0 AT PANNEL EDGES
3.01 CONCRETE:
A. CAST IN PLACE CONCRETE SHALL BE A MIX DESIGN IN
ACCORDANCE WITH ACI — 318 TO ACHIEVE THE SPECIFIED
COMPRESSIVE STRENGTH OF 3000 PSI.
EXIST. ROOF
CUT OVERHANG
AS READ.
NEW 1/2- PLYWOOD
EACH SIDE OF ROOF
ASSEMBLY EXTENDED
1' -6" FROM WALL
NAIL TO MEMBERS WITH
16d NAILS O 4" O.C. PER SIDE
AT TOP & BOT. CHORD
1. NEW R85 ON ARC PROFILE
2. 2x8 RAFTER CONNECT TO
R85 WITH 3/8" x 6" A.B. # 16"
3. 2x8 ROOF RAFTER
4. RAKE BEAM FOLLOWING ROOF
PROFILE. MIN 8x8 WITH 2 # 5
5. NEW VALLEY CRICKET AS READ.
FOR DRAINAGE. MAKE WITH
VALLEY TRUSS AN TOP OF EXIST.
6. EXIST ROOF RAFTER
CUT MASONRY AROUND RAFTER
WRAP WITH 30 lb FELT
FILL VOID WITH GROUT
7. # 5 O 48 TO RAKE BEAM
DOWEL IN 3/4" x 6"
EPDXY FILLED HOLE
8. EXIST WALL
9. CUT EXIST. OVERHANG
2x1
CHC
TRIM BOT. CHORD
TO MATCH ADJACENT
TRUSS GEOMETRY
END CONNECTION FOR END GIRDER
6.0 TIMBER:
A ALL TIMBER DESIGN AND FABRICATION SHALL CONFORM WITH THE
APPICABLE PROVISIONS OF THE NATIONAL DESIGN SPECIFICATIONS
FOR WOOD CONSTRUCTION. PUBLISHED BY THE NATIONAL FOREST
PRODUCTS ASSOCIATION, AND THE DESIGN SPECIFICATIONS FOR
METAL PLATE CONNECTED WOOD TRUSSES. PUBLISHED BY THE
TRUSS PLATE INSTITUTE.
B. SUBMIT SHOP DRAWINGS FOR ALL WOOD STRUCTURAL MEMBERS AND
CONNECTIONS TO THE ENGINEER FOR REVIEW PRIOR TO
FABRICATION.
C. ALL TIMBER SIZES. CONNECTORS. FRAMING PLANS NOT SHOWN ON
STRUCTURAL DRAWINGS SWILL BE PROVIDED B'Y THE FABRICATOR
AND DETAILED ON HIS SHOP DRAWINGS.
D. ALL MATERIALS AND AND CONNECTIONS ARE SUBJECT TO THE
APPROVAL OF THE STRUCTURAL ENGINEER.
E. ALLOWABLE UNIT STRESSES
LUMBER USED FOR JOIST RAFTERS, TRUSSES, COLUMNS do BEAMS
SHALL BE OF NO LESS STRENGTH OF 111 2 GRADE SOUTHERN PINE.
LUMBER USED FOR EXTERIOR OR INTERIOR BEARING WALLS
SHALL BE OF NO LESS STRENGTH OF STUD GRADE OF SOUTHERN PINE.
F. BRACING.
a ALL TRUSSES AND WOOD FRAMING MUST BE SECURELY
BRACED BOTH DURING ERECTION AND AFTER PERMANENT
INSTALLATION IN ACCORDANCE WITH "BRACING WOOD
TRUSSES: COMMENTARY AND RECOMMENDATIONS (BWT -76) "
AS PUBLISHED BY TRUSS PLATE INSTITUTE.
b ERECTION BRACING SHALL HOLD TRUSSES STRAIGHT. PLUMB
AND IN A SAFE CONDITION UNTIL DECKING AND PERMANENT
TRUSS BRACING HAS BEEN FASTENED FORMING A
STRUCTURALLY SOUND ROOF FRAMING SYSTEM. ALL
ERECTION AND PERMANENT BRACING SHALL BE INSTALLED
AND ALL TRUSSES PERMANENTLY FASTENED BEFORE
APPLICATION OF ANY LOADS TO THE WOOD FRAMING SYSTEM.
c ALL BRACING REQUIREMENTS ALONG WITH PERMANENT
STRUCTURAL CROSS BRACING TO ENSURE OVERALL RIGIDITY
OF THE ROOF SYSTEM SHALL BE IN ACCORDANCE WITH THE
WOOD ROOF TRUSS DESIGNERS PLANS.
d. SAFE ERECTION OF TRUSSES IS THE RESPONSIBILITY OF THE
BUILDING CONTRACTOR.
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D SECTION
SCALE: 3/4" = 1' -0"
2#6x4'DRILL
EXIST. IN 1" DIA. x 8" EPDXY
BEAM FILLED HOLE
NEW BEAM OR COLUMN
CONNECTION: NEW BEAM
TO EXISTING BEAM
2 #6x4'DRILL
EXIST. IN 1" DIA. x 8" EPDXY
BEAM FILLED HOLE
•
�— NEW COLUMN
CONNECTION: NEW COLUMN
TO EXISTING BEAM
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B SECTION
SCALE: 3/4" = V-021
--0"
EPDXY FILLED
HOLE
BEAM SOFFIT
EPDXY SHALL BE OR FOOTING
HILT] "HIT HY 150"
OR APPROVED EQUAL REBAR
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAL SECTION
APPROVED BY: �Q
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COMBINED ENGINERI St l
CARLOS ENSENAT, FE', 88'x',,
CERTIFICATE OF y �kIZA'h0 1' -,Wo. 9.108
1214 SW 12 CT.; -..1;� ��o• 3 =_ �% ;
MIAMI, FL. 33135;
305) 856 -634 t+ .
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