01-0102-015 NUM DATE REMARKS
1 8-29-01 BLDG. DEPAMMENT REVISIONS
?RE—FA3 ROOF TRUSS 0 2'-0" .
O.C.—SEE SHOP DWGS.
FIBERGLASS SHINGLE
(TYP.) INSTALLED AS PER
S.FB.C. AND MANUF. PRODUCT
APPROVAL REQUIREMENTS
12
5/8" PLYWOOD ROOF 3
SHEATHING NAILED W/ 10d
COMMON NAILS SPACED 0
6" O.C. 0 PANEL EDGES AND
0 INTERMEDIATE SUPPORTS
4 0 GABLE ENDS Copywrite 2001 Gene Farmer and Associates
All drawings and ideas shown on this drawing
are the property of Gene Farmer. They may
not be used in whole or In part without the
written permission of Gene Farmer.
• 10" R-30 FIBERGLASS
BATT INSULATION
I I 112" DRYWALL ON 1X3"
I I
WD FURRING 0 16' O.C.
/ NU—VUE NVHTA18 TRUSS ANC
W 20-10d NAILS INTO EACH (n [T]
STRAP
S2 UPLIFT CAPACITY. LBS
DCPAJ: 00-0327.03
CONCRETE TIE BEAM —
1—#5 IN A FULLY GROUTED CELL SEE TIE BEAM SCHEDULE
0 32' OC MAX. FOR SIZE AND REINFORCING Z
1/2' DRYWALL ON 1"X2"
P.T. PINE FURRING 0 16r O.C. czi
3/4" R-5 INSULATION v`
0 P:�
STUCCO OYP.) b
2"X4" WOOD BLOCK WITH I
3-16d NAILS AT EACH END 8" CONCRETE BLOCK EO
AT EVERY OTHER PAIR OF W/ HORZ. REINF I �J
TRUSSES. 0i„„ER COURSE + �II
�TYP E, 1/2' EXPANSION BOARD 3r 3r
(9—GAUGE TRUSS
NEW PREFAB PIGGYBACK
ROOF TRUSS SEE SHOP I I
DRAWINGS 4" CONCRETE SLAB ON 6 MIL I I I
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
® 4" OC.
S
LABOF CONC.
TO MATCH EXIST. —
o I
....: : . :
.' .' 0 E=4
5/8" DIA. BOLTS 0 1 r oc
WITH OVERSIZED WASHERS
STAGGERED TOP AND BOT.
TOP CHORD OF LOWER
ROOF TRUSS 2—rX8" SOUTHERN YELLOW ARCHITECTURE
HUGHES RT20 HURR. STRAP AT EACH BOT CHORD PINE #3 LEDGER CONT.
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
[� PUGGYBACK ROOF DETAIL
C TYPICAL WALL SECTION AT LOW CEILINGS ® WOOD LEDGER DETAIL
SCALE= 3/4-":l '-0"
$2 SCALE= 314":1 '—U'
$� NOT TO SCALE
2"X4" WOOD BLOCK WITH
HUGHES X)XX HURR CLIP HANDRAIL NOTE:
AT EA. SIDE EACH END PROVIDE 4r HIGH HANDRAIL / GUARDRAIL STUCCO (TYP.) GENE F A R M E R
AT DECK AND STEPS PERIMETER. HANDRAIL &
2"X4" WOOD DIAGONAL SHALL BE ESP WHITE ALUMINUM. A S S O C I A T E S
BRACE W/ 4-16D NAILS
SEE SHOP DRAWINGS 8" CONCRETE BLOCK O1H HORZ. REINF ARCHITECTS — PLANNERS
AT EACH END ROOFING TYP. SEE WALL SECTION. ER COURSE j7Y0
(9—GAUGE TRUSS TYPE) 1/2' EXPANSION BOARD
PLYWOOD ROOF SHEATHING TYP. 13321 SOUTHWEST 124 STREET
NAIL TO BLOCKING W/ 1 O NAILS ML4W.FL./F000068/305-235-7400
0 4" OC. 2"X1r PT PINE STAIR HUGHES DTC TRUSS 2"X6" PT PINE DECKING 4" CONCRETE SLAB ON 6 MIL
STRINGER 03' OC W 4"X4" ANCHOR AT EACH TYPICAL SEE DECKING NOTE VAPOR BARRIER W 6 ARCHITECT
• . . STEEL ANGLE W/ 5/8" DIA. " DECK JOIST / X6—W1.4X
• • • ABOLTS 0 FOOTING do 2— 11 MIN, rX8" PT PINE DECK JOISTS CLEAN SAND FILL
COMPACTED
5/8" DIA. BOLTS TO JOIST 0 16" OC TYP.
II
\ `\ / // 3"X3' GALV. METAL FLASHING ON I !r
1"Xr P.T. WD BLOCK CONT. — — — :� •� --;T;-
�� FLASHING SHALL BE SECURED
TO THE PLYWOOD ROOF DECK M
j W/ 314" LONG ROOFING NAILS Z�
oe
3408.3(b).PER S.F.B.C. qq
SEC.
U .:•j GENE FARMER RA
AR 7565
i \ rX 6" P.T. WOOD FASCIA TYP. 2-5 8" THRU JL
• • CONSULTA�
/ 8'X8"" CONCRETE CAP µ' •. ;;`,;
i SIZE TO MATCH EXIST. BOLT'S •:•• '• . T''�. .,,.� •
STUCCO ON METAL LATH .;'d
SAME AS TOP CHORD OVER 1/2" PLYWOOD W/ •''�' " SEMPCO UHPKG120D • ''%'' • 2—r X8" PT PINE LEDGER *• �� 'd •,`,
4" CO SCREEN VENT t• f '' JOIST SUPPORT W/ 14 1 O NAILS '' '''•, W/ 5/8" BOLTS AT 24" tr [I� Gt• .
4-16d NAILS AT INTERSECTION :a �- • O o %• d r�
OF DIAGONAL BEACES r' TO LEDGER & 4-10d NAILS TO 4 '�� �'
OC ALT TOP AND BOT.
JOIST SEE X/S2
DCPA 98-1016-05
1.
THREE ROWS OF BRACING ARE INDICATED ABOVE. UPLIFT: 805 LBS MAHMOODdY. 'AGAs`PE
SEE ROOF FRAMING PLAN FOR EXACT NUMBER CONCRETE FOOTING HUGHES DTC TRUSS CONCRETE FOOTING CONSULTING ENG� f36921
AND LOCATION. BRACING CAN EXTEND THREE SEE FOOTING SCHEDULE ANCHOR WITH 10-10d SEE FOOTING SCHEDULE 19901 S.W. 108TH AVENUE
TRUSS SPACINGS (MAX.) IF NECESSARY. NAILS
MIAMI. FLORIDA 33176
THE CONTRACTOR SHALL REFER TO THE PROD'
[�®Ofd �'[��BSS ERACf�IG DET�11L E ROOF EAVE FASCIA DETAIL [� WOOD DECKING DETAIL FLOOR PLAN AND DECK FRAMING PLAN � .
$� SCALE= 3/4":1 '-0" $2 SCALE— 3/4"•1 '-0"
, „ FOR EXACT DIMENSIONS
— $� SCALE= 3/4!':1 —0 DATE: 5-7-01
BY: EDF OF 2