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- E70XX
• • • • w • Y
R M• 1/8° 2" E70XX • •
REINF. WITH 2 2 1 /8 TYP, • • • • •
r "
5 X LONG.
1/8" 2"
' WLCRAFT METAL PECK 1,5C20 CONFORM 2" •••• .••r. ••• ...
• • r u •
_ WITH STRUCTURAL LIGHT WEIGHT x :6966 a 0:000 • • - r • • • `
#5 0 48 O.0 IN GROUT FILLED WITH CAR
r u •
" STRUCTURAL CONCRETE SLAT, 3 -1/2" REINF. WITH 2 # REINF.' WITH 2 # �A "p�B
BLOCK CELL (TYPICAL ALL " TOTAL SLAT DEPTH REINFORCED WITH 5 X LONG. 5 X LONG. !ll>ti
PERIMETER) 6X6- W2.9XW2.9 (TYR.) WLCRAFT METAL DECK 1.5C20 CONFORMI
i" CMU WALL WLCRAFT METAL DECK 1.5C20 CONFORM
FAR T I WITH STRUCTURAL LIGHT WEIGHT #5 48" 0.0 IN GROUT FILLED WITH STRUCTURAL LIGHT WEIGHT COLTRAIN AND JONES ARCHITECTS, P.A.
STRUCTURAL CONCRETE SLAB, 3 -1/2" #5 0 48" O.0 IN GROUT FILLED BLOCK CELL (TYPICAL ALL STRUCTURAL CONCRETE SLAB, 3 -1/2" AA 24000922
TOTAL SLAB DEPTH REINFORCED WITH w IN BLOCK CELL (TYPICAL ALL PERIMETER) " TOTAL SLAB DEPTH REINFORCED WITH
4 MIN. ` TELEPHONE (305) lib -6723 I FAX (305) 245 -6722
PTT REINFORCED (TYP.) H BE 8" CMU WALL PERIMETER) BE ING 6X6- W2.9XW2,9 (TYP.) 535 SW i ST. SUITE 100 MIAMI, FL. 33130
•
8" CMU WALL
• ° DESIGN I CONSTRUCTION ADMINISTRATION
7001/4 CONT, STEEL ANGLE FASTENED TO #406" O.C, DENT AS BUILDING INSPECTIONS I CAD PRODUCTION
CONCRETE BEAM WITH 1/2 "0 KWIK DOLT -3 INDICATED WITH #4 CONT •
ANCHORS BY HILTI, 4" MIN. EMBEDMENT AT CORNERS
NEW TB -1 SPACED AT 24" O.0 CONSULTANT/ NOTES
SEE SCHEDULE
• • POUR THIS SECTION WITH '!
NORMAL WEIGHT CONCRETE
AS SPECIFIED FOR BEAMS
NEW TB -1
STEEL JOIST. SEE SEE SCHEDULE • •
PLAN FOR SPACING STEEL JOIST. SEE PLAN • • STEEL JOIST, SEE PLAN
FOR TYPE AND SPACING
FOR TYPE AND SPACING
#5032 O.0 (TYP,)
NEW BEAM. (M')
E" CMU SEE PLAN AND
#5032" O.0 • • • SCHEDULE
SECTION — 10" APPROVALS /REVISIONS DATE
SECTION 2 #5032" o,c SECTION 3
1 =1' -0"
Rev . !!9 3/S2 0 !'f
MC6X12 CONT. ROOF
5/8 "0 HLTI KWIK BOLT -3, 4" INTO PURLINGS
MC6X12 CONT, ROOF CONCRTE AT EVERY MC6X12
� PURLINGS
E70XX TYP. AT EACH 3/16" 2" WLCRAFT METAL DECK 1.5820. : •
TRUSS FOR ALL FASTENING LAYOUT 36/4 AND 1/4 "0
MC6X12 (TYP.) 3/16" 2" TEK SCREWS 024" O.0 AT SIDE LAP SEAT ANGLE (T)p,
• �t
k 5X5X1/2" X 2' -0"
SEAT ANGLE
.fl WITH (9)3/4"0
5X5X1/2" X 2' -0" HE A STUDS 0
WITH (8)3/4"0 C
l HEADED • CONC. 1/4" 5" E70XX TYR. SEAT
E70XX TYP. SEAT 1/4" 5" 5" n. #5032" O.0 MC 6X12 E70XX TYP. AT EACH 3/16" 2" PREFAB. r` TRUSS BEARING PLATE
TRUSS BEARING PLATE MAX, W/ 90' TRUSS FOR ALL PRE - ENGINEERED 1/4 5"
TO SEAT PLATE (TYP.)
TO SEAT PLATE (TYP.) " " PREFAB. 2" 3/16" E70XX TYP. AT EACH HOOK AT ENDS MC6X12 TYP.) STRUCTURAL STEEL
1/4 5 i PRE - ENGINEERED ( 3/16 2 TRUSS `
- � STRUCTURAL STEEL TRUSS FOR ALL
MC6X12 (TYP.)
TRUSS 2" 3/16"
W
U
WLCRAFT METAL DECK 1.5C20 CONFORM
WITH STRUCTURAL LIGHT WEIGHT
<
STRUCTURAL CONCRETE SLAB, 3 -1/2"
TOTAL SLAB DEPTH REINFORCED WITH
6X6- W2.9XW2.9 (TYP.)
I
,,
r.'
r
4X4X1/4 CONT. STEEL ANGLE FASTENED TO
CONCRETE BEAM WITH 1/2 "0 KWIK BOLT -3
ANCHORS BY HILTI, 4" MIN. EMBEDMENT
SPACED AT 24" O.0
STEEL JOIST. SEE
PLAN FOR SPACING
E70XX TYP. AT EACH
TRUSS FOR ALL
MC6X12 (TYP.)/
SECTION
i =1 -0
E70XX TYP, AT EACH
TRUSS FOR ALL
MC6X12 (TYP.)
•
•
• CONCRETE
BEAM. SEE
PLAN AND
SCHEDULE
,"v V J IV WL-
STEEL ANGLE CONCRTE AT EVERY
L3.5X3.5X1/2 ", WELDED BRACE
TO TRUSS CHORD
SECTION 7
172"44" — —
3 /16-
RAKED CONCRETE
BEAM 1-7. SEE
PLAN AND SCHEDULE
1/2 "X6 "X6" STEEL
PATE W/
(4)1/2 "05"
WELDED HEADED
STUDS AT EVERY
MC6X12
#5032" O.0
MAX, W/ 90'
HOOK AT ENDS
8" CMU
CONCRETE BEAM
8-5. SEE PLAN
AND SCHEDULE
E70XX TYP. AT EACH
TRUSS FOR ALL
MC6X12 (TYP.)
MC6X12 CONT. ROOF
PURLINGS
Mix (�J
JtA I ANIjLt
5X5X1/2" X 2' -0"
WITH (8)3/4 "0
HEADED STUDS 0
5" 0.0
NEW 8" CMU
WALL
'-8" CMU
TM
PRE - ENGINEERED
BOTTOM CHORD BRACING L 001/2" X 18" WITH PREBAFRICATED STRUCTURAL
SPACED AT 4. -0" MAX' (2)5/8 "0 A307 THRU STEEL TRUSSES. SUBMIT
(EQ. DISTRIBUTED) TO BE BOLTS 0 12" C.0 SIGNED AND SEALED SHOP
STEEL ANGLE DRAWINGS AND CALCULATIONS
L3.5X3.5X1/2 ", WELDED FOR APPROVAL PRIOR
TO TRUSS CHORD FABRICATION
CONCRETE BEAM.
• SEE PLAN AND
SCHEDULE
SECTION 5
1 2 -p — — —
E70XX TYP. SEAT
TRUSS BEARING PLATE
TO SEAT PLATE (TYP.)
OI Am 'tns Akin ftAv l
SECTION
1 , -1 1 -O"
COORDINATE W/ ARCH,
%�� DRAWINGS
/ O \
i'_,"
III
E70XX (TYP.)
END TRUSS. SEE
IAT1C ELEVATION.
E70XX TYP. AT EACH
TRUSS FOR ALL -
MC6X12 (TYP.) 3 /t6-
SEAT ANGLE
5X5X1/2" X 2' -0"
WITH (8)3/4 "0
HEADED STUDS 0
5" O.0
SLAB TOP AND BOTTOM
REINFORCEMENT SHALL BE #5 0
8" O.0 (TYP.) WITH 180' ACI
STANDARD HOOK AT END.
NEW B -6
SECTION_ 6
1 " =1 -p
TS 4X4X1/4 "(TYR) F, -�"
END TRUSS SCHEMATIC ELEVATION
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8040 SW 37 TERRACE
7 MIAMI FL 33155
CA 26021
CARLOS A. DEL PINO
PE 59888
PH. (305) 815 -1643
capledesignt mail, cam
SHEET TITLE
ROOF SECTIONS &
DETAILS
Job No. Drawing No.
Drawn By:
Date Plotted; S=6
Sc4le:
(VARIES — SEE DRAWING)