01-0102-016 NUM DATE REMARKS
1 B-29-01 BLDG. DEPARTMENT REVISIONS
2 7-22-01 BLDG. DEPARTMENT REVISIONS,
PRE—FAB ROOF TRUSS 0 2'-0"
- - - U.C.—S=E SHOP DWGS.
a r
FIBERGLASS SHINGLE a
(TYP.) INSTALLED AS PER a
S.F.B.C. AND MANUF. PRODUCT
APPROVAL REQUIREMENTS 12 9
5/8 w 3 PLYWOOD ROOF `
SHEATHING NAILED W/ 10d
COMMON NAILS SPACED
6" O.C. 0 PANEL EDGES AND ^`
® INTERMEDIATE SUPPORTS ` Copywrite 2001 Gene Farmer and Associates
4" 0 GABLE ENDS All drawings anc� ideas shown on this drawing
are the pro
Pert�r of Gene Farmer. They may
Fri,
be used inrwhole or in ppart without the
' v ritten permission of Gene Farrt% -�..: -
I 'e,• I.o � � i ',
Y• 10" R-30 FIBERGLASS
*�
BAIT INSULATION
p
1 2" DRYWALL ON 1"X3' c. .
I J WD FURRING 0 16" O.C.
\ / NU—VUE WHTA18 TRUSS ANC. !_
E _— W/ 20-10d NAILS INTO EACH En
STRAP I—
S2 UPLIFT CAPACITY: 2133 LBS a
DCPA#: 00-0327.03
CONCRETE TIE BEAM
1—#5 IN A FULLY GROUTED CELL SEE TIE BEAM SCHEDULE 1
..
0 32" OC MAX. FOR SIZE AND REINFORCING Z r
Ln
F
1/2 DRYWALL ON 1X2
P.T. PINE FURRING 0 16" O.C. _ {,
Q 4
3/4" R-5 INSULATION Q�
I-
STUCCO (TYP.) 1ij �^ a
2"X4" WOOD BLOCK WITH o
3-16d NAILS AT EACH END 8" CONCRETE BLOCK �• � "'"'°•�
AT EVERY OTHER PAIR OF W/ HORZ. REINF EV�RY
OTHER COURSE S1YP.) + ° �I•w� T ,
TRUSSES. (9—GAUGE TRUSS TTYY�PE) 1/2' EXPANSION BOARD 12" , 12" Pr
NEW PREFAB PIGGYBACK
ROOF TRUSS SEE SHOP
DRAWINGS 4" CONCRETE SLAB ON 6 MIL I I I ` ch
CONCRETE FOOTING — VAPOR BARRIER W/ 6X6—W1.4X
PLYWOOD ROOF SHEATHING TYP. SEE FOOTING SCHEDULE W1.4 W.W.M. ON WELL COMPACTED
NAIL TO BLOCKING W/ 10d NAILS FOR SIZE AND REINFORCING CLEAN SAND FILL I I
0 4" OC.
TOP OF CONC. I I
SLAB
TO MATCH EXIST.
E=4
00
Ir
Cilia
• :':T'
W
0 E�
,.p :..• •.''d•
.• 5/8" DIA. BOLTS 0 12" OC
WITH OVERSIZED WASHERS
STAGGERED TOP AND BOT.
TOP CHORD OF LOWER ARCHITECTURE
ROOF TRUSS 2-2"X8" SOUTHERN YELLOW
PINE #3 LEDGER CONT.
HUGHES RT20 HURR. STRAP AT EACH BOT CHORD
TO EA. EXISTING TRUSS. CUT PLYWOOD ROOF SHEATHING
AS REQUIRED TO MAKE CONNECTION. PROVIDE 4-16d NAILS
FROM EACH STRAP TO EACH TRUSS. UPLIFT CAPACITY: 1584 LBS
rB""), PIGGYBACK ROOF DETAIL K'C_*)i T YPICAL WALL SECTION AT LOW CEILINGS /'# G WOOD LEDGER DETAIL
$� SCALE= 3/4":1 '-0" 2 SCALE= 3/4":1 '-0" S2 NOT TO SCALE
2"X4" WOOD BLOCK WITH
HUGHES XXXX HURR CLIP HANDRAIL NOTE: G E N E F A R M E R
AT EA. SIDE EACH END PROVIDE 42" HIGH HANDRAIL / GUARDRAIL STUCCO (TYP.) &
AT AND STEPS PERIMETER. HANDRAIL
WHITE ALUMINUM.
SHALL BE A S S O C I A T E S
2"X4" WOOD DIAGONAL SEE SHOP DRAWINGS 8" CONCRETE BLOCK
BRACE W/ 4-16D NAILS WL HORZ. REINF EVERY ARCHITECTS - PLANNERS
AT EACH END TTHH
ROOFING TYP. SEE WALL SECTION. R COURSE
(9—GAUGE TRUS
( E � E) 1/2' EXPANSION BOARD 13321 SOUTHWEST 124 STREET
PLYWOOD ROOF SHEATHING TYP. MIAMI,FL./F000068/305-235-7400
NAIL TO BLOCKING W/ 1 O NAILS HUGHES DTC TRUSS 2"X6" PT PINE DECKING
0 4" OC. 2"X12"IN PT PINE STAIR 4" CONCRETE SLAB ON 6 MIL
STRINGER 03' OC W 4"X4" ANCHOR AT EACH TYPICAL SEE DECKING NOTE VAPOR BARRIER W/ 6X6—W1.4X
x STEEL ANGLE i ABOLTS 0 FOOTING/&w2 DIA. 11" MIN. DECK JOIST W1.4 W.W.M. ON WELL COMPACTED ARCHITECT
\ \ /, i 5/8" DIA. BOLTS TO JOIST I BOLTS 8" THRU 2"X8N PT
OC TYP.
DECK JOISTS CLEAN SAND FILL. p
MIN. 4" EMBED. 0 FOOTING
\ i 3"X3" GALV. METAL FLASHING ON
i
1"X2" P.T. WD. BLOCK CONT. — — — •T ' ' —" L�
FLASHING SHALL BE SECURED
TO THE PLYWOOD ROOF DECK or,
j< > W/ 3/4 LONG ROOFING NAILS z o M
0 4 O.C. AS PER S.F.B.C. w •.
SEC. 3408.3(b). z w 2" 2" GENE FARMER RA
\ s AR 7565
. / i / \�• 2"X 6" P.T. WOOD FASCIA TYP. • : CONSULTANT
SIZE TO MATCH EXIST. 8"X8" CONCRETE CAP
3 I W/ 1-5 CONT. '
• 4
• • % 2-2"X8" PT PINE LEDGER �+� .••• ii
STUCCO ON METAL LATH a �• '' 0' • SEMPCO UHPKG120D •. : }
OVER 1/2" PLYWOOD W/ '' " JOIST SUPPORT W/ 14 10d NAILS " •: W/ 5/8" BOLTS AT 24" "� :
SAME AS TOP CHORD ~
4" CONT. SCREEN VENT 'r� ;a : •• TO LEDGER & 4-1 Od NAILS TO '; :' OC ALT TOP AND BOT. , ; �' ;W
d.. d.• J
JOIST SEE X/S2
4-16d NAILS AT INTERSECTION
OF DIAGONAL BEACES DCPA# 98-1016-05J
UPLIFT: 805 LBS MAHMd�D, ZbalgARI, PE
THREE ROWS OF BRACING ARE INDICATED ABOVE. CONCRETE FOOTING HUGHES DTC TRUSS CONCRETE FOOTING CONSULT{�Q EI?1G ER #36921
SEE ROOF FRAMING PLAN FOR EXACT NUMBER SEE FOOTING SCHEDULE ANCHOR WITH 10-10d SEE FOOTING SCHEDULE 13901 S. P. 108TH AVENUE
AND LOCATION. BRACING CAN EXTEND THREE NAILS
TRUSS SPACINGS (MAX.) IF NECESSARY. MIAbII, FLORIDA 33176
a
i;.
PROD:REFER TO THE® ROOF TRUSS 03RACGVIG DETAIL KEROOF EAVE FASCIA DETAIL f� WOOD DECKING DETAIL FLOOROPLANCAND DE KL FRAMING PLAN :;
„ , , FOR EXACT DIMENSIONS DATE: 5-7-01
S2 SCALE= 3/4":V-0" S2 SCALE= 3/4 :1 -0 S CALE= 3/4":V-0"-0„
BY: EDF OF Z
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