01-0102-013 NUM DATE REMARKS
P RE—FAB ROOF TRUSS 0 2'-0"
EE SHOP DWGS.
1/2" EXPANSION �- Y 4
JOINT TYP. FIBERGLASS SHINGLE
(TYP.) INSTALLED AS PER
S.F.B.C. AND MANUR PRODUCT
ri
APPROVAL REQUIREMENTS
.. i ` 5/8" PLYWOOD ROOF !" 3
• :0 ;' SHEATHING NAILED W/�(0
l;y •�' .:•� ._••-"— -—°,• COMMON NAILS SPAC O
•• •. a , t- .•a 6" O.C. 0 PANEL EDGES AND Copywrite 2001 Gene Farmer and Associates
A.
,. •• ; „ BUILDING WALL �® INTERMEDIATE SUPPORTS.,,,,,',. All drawings and ideas shown on this drawing
•• •.. 4. •.• r,
N Y�j property of Gene Farmer. They may
•. •d•.. • ••.n• �:�� •. tG �� are the d pp
2—#5 CONT. Q written permission hof GenenFa�mer without the
———\
/ � J
FINISH NOTE: I .,
FINAL FLOOR FINISH NOT SHOWN —-
CONTRACTOR SHALL SET ELEVATION I 0•' I o
TO FINISH.COMODATE SPECIFIED FLOOR I • 10" R-30 FIBERGLASS
I GATT INSULATION
TOP AND BOTTOM STEPS ARE I I 1/2" DRYWALL ON 1"X5'
SHOWN. INTERMEDIATE STEPS WD FURRING 0 16" O.C.
ARE SIMILAR ( `
/ NU-VUE NVHTA18 TRUSS ANC. N
E _—r/ W/ 20-10d NAILS INTO EACH F�
S2 STRAP ¢ F�
UPLIFT CAPACITY: 2133 LBS
DCPA#: 00-0327.03 ? . .
CONCRETE TIE BEAM - � ;
SEE TIE BEAM SCHEDULE
FOR SIZE AND REINFORCING z
EMTRY SLAIN DETAIL 1/2" DRYWALL ON 1X2"
�� P.T. PINE FURRING 0 16" O.C.
$'9 SCALE= 1 :1 -0
w
3/4 R-5 INSULATION
O
_ 2"X4" WOOD BLOCK WITH
3-16d NAILS AT EACH END 8" CONCRETE BLOCK °D 1 g
OTHER COURSE(TYEP� +
AT EVERY OTHER PAIR OF _ -
` TRUSSES. )
(9-GAUGE TRUSS TYPE) 1/2' EXPANSION BOARD �
NEW PREFAB PIGGYBACK
ROOF TRUSS SEE SHOP
DRAWINGS 4 CONCRETE SLAB ON 6 MIL I
CONCRETE FOOTING — VAPOR BARRIER W/ 6X6—W1.4X
PLYWOOD ROOF SHEATHING TYP. SEE FOOTING SCHEDULE W1.4 W.W.M. ON WELL COMPACTED I f
N IL TOCBLOCKING W/ 10d NAILS FOR SIZE AND REINFORCING CLEAN SAND FILL.
TOP OF CONC.
SLAB
TO MAT EXIST.
I
M E
� l I
C E
•,
6. A ` I - 518"`\DIA_BOLTS 0 12" OC
' WITH OVERSIZED-WASHERS
` STAG TOP A�1D-BOT.
_ --- _
TOP CHORD OF LOWER /
ROOF TRUSS -- _...
- , 2-2"X8"�S-UTHERN YELLOW ARCHITECTURE
INE-#�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
f
-� PIGGVRACK ROOF DETAIL C TYPICAL WALL SECTION AT LOW CEILINGS G WOOD LEDGER DETAIL
$� SCALE= 3/4" :1 '-0" $� SCALE- 3/4" :1 '-0"
�.. S2 NOT TO SCALE
t_ YA
2"X4" WOOD BLOCK WITH HANDRAIL NOTE: ( '. , o� ` G E N E F A R M E R
HUGHES XXXX HURR CUP
AT EA. SIDE EACH END PROVIDE 42" HIGH HANDRAIL / GUARDRAIL (TYP.)
AT DECK AND STEPS PERIMETER. HANDRAIL -- C• I r a A S S O C I ATE S
SHALL BE ESP WHITE ALUMINUM. ,
2"X4" WOOD DIAGONAL SEE SHOP DRAWINGS �.,.: E 8" CONCRETE BLOCK
BRACE W/ 4-16D NAILS �" W/ HORZ. REINF. EVERY ARCHITECTS - PLANNERS
AT EACH END ` �. ` OTHER COURSE (TYP.
ROOFING TYP. SEE WALL SECTION. (TYP.)
�' (9—GAUGE TRUSS TYPE) 1/2' EXPANSION BOARD
13321 SOUTHWEST 124 STREET
PLYWOOD ROOF SHEATHING TYP. \ 4• ,- MIA MI,FL. F000068 305-235-7400
NAIL TO BLOCKING W/ 1 O NAILS " " ' HUGHES DTC TRUSS r" - 2"X6" PT PINE DECKING
0 4" OC. 2X12 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
'1ABOLTS 0G FOOTING/& 2 IA 11" MIN,r': DECK JOIST w CLEAN SAND FILL.
COMPACTED ARCHITECT f
2X8" PT PINE DECK JOISTS
\ / 5/8" DIA. BOLTS TO JOIST l 0 16" OC TYP.
TI
\ / 3"X3" GALV. METAL FLASHING ON
// 1 0X2" P.T. WD. BLOCK CONT. - - - r\ • , • 4 Y '.
FLASHING SHALL BE SECURED
\ i� / TO THE wPLYWOOD ROOF DECK F� _ __ ' • •
j< > W/ 3/4 LONG ROOFING NAILS z o
/ \ / \ 0 4" O.C. AS PER S.F.B.C.
SEC. 3408.3(b). z��c a r1 Z �. GENE FAR65 R RA
1"X P.T. WOOD FASCIA TYP
• / \ SIZE TO MATCH EXIST ..
8"x8" CONCRETE CAP CONSULTANT
. . . . W/ 1"5 CONT. -
STUCCO ON METAL LATH �' ' '� : :1 SEMPCO UHPKG120D •' .� • w
'YX6" PT PINE LEDGER
SAME AS TOP CHORD
OVER 1/2" PLYWOOD W/ '' " JOIST SUPPORT W/ 14 10d NAILS " W/ 5/8" BOLTS AT 24
4 CONT. SCREEN VENT �e 421. •• �•: ,,: d.
" •' •' TO LEDGER & 4-10d NAILS TO •1 ' '% :� OC ALT TOP AND BOT.
4-16d NAILS AT INTERSECTION JOIST :. SEE X/S2
OF DIAGONAL BEACES DCPA# 98-1016-05 ,
UPLIFT: 805 LBS - MAHMOOD ZOLFAGARI, PE
THREE ROWS OF BRACING ARE INDICATED ABOVE.
SEE ROOF FRAMING PLAN FOR EXACT NUMBER CONCRETE FOOTING CONCRETE FOOTING CONSULTING ENGINEER #36921
AND LOCATION. BRACING CAN EXTEND THREE SEE FOOTING SCHEDULE SEE FOOTING SCHEDULE 13901 S.W. 108TH AVENUE
TRUSS SPACINGS (MAX.) IF NECESSARY.
MIAMI, FLORIDA 33178
(PROJ:
® R®®(� TRUSS SRACNIG DETAIL E ROOF SAVE FASCIA DETAIL [ WOOD DECKING DETAIL FLOOROPLANCAND DECK FRAMING PLAN S 2
$� SCALE= 3/4" :1 '-0" S2 SCALE- 3 4" :1 '-0" �� ,— 1, FOR EXACT DIMENSIONS DATE: 5-7-01
/ $2 SCALE= 3/4 :1 0
-L;j
BY: EDF OF Z