12-625-0105/8" CDX PLWD. W/ 8d NAILS @
4" O.C. ALONG 54" WIDTH OVER
DOUBLE 'X' BRACING
2 "x6" OUTLOOKERS
@ 24" O.C. 3 -GIRDER
1 TRUSS
GALV. DRIP EDGE
TO MATCH EXISTING
WOOD FASCIA TOP OF TIE BEAM
TO MATCH EXiST ELEV. VARIES
raked
BEAM B -3
z
DOUBLE 'X' BRACING
@ 5' -0" O.C. MAX
(2)16d NAILS
PER CONN.
BEAM B -1 5/8" GYPSUM WOOD TRUSSES
BD. TYPE 'X' @ 24" O.C.
FIRECODE
1" x 4" FIRE STOP TYPICAL
ALL EXTERIOR WALLS.
#5 VERTICAL BARS AS PER FOUNDATION
NEW 8" CBS WALL PLAN, MAX. SPCG. @ 48 O.C.
1/2" DRYWALL. OVER 3 /4 "P.T.
5/8" STUCCO FURRINGS 0 16" O.C.
4" CONCRETE SLAB W /W.W.F.
1/2" FIBERGLASS 6x6x10/10 ON 6 -MIL VISQUEEN
EXPANSION JT.
EXISTING FIN. GRADE TOP OF FiNISH FLOOR
ELEV. -0 -0"
1
' COMPACTED SOIL
1' -4"
SECTION 1
SCALE : 1/2" = 1' -0" S
CONCRETE COLUMN SCHEDULE
MARK
SIZE
REINFORCING
REMARKS
VERTICAL
BARS
TIES
aQ
0' -8" X 1' -0 ".
4 # 5's
(#3'9,m 8 "O.C.
AS SHOWN
c2
0' -8' X 1' -6 ".
6 # 5's
3's * 8 "O.C.
AS SHOWN
CONCRETE BEAM SCHEDULE
MARK
TOP OF
BEAU
WIDTH
HEIGHT
B RS
TOP
BARS
INT.
BARS
#3 TIES
B -1
8' -2"
8"
12"
2 #5
2 #5
---
48" O.C. OVER 8" CBS TYP. U.O.N.
B--2
8'--2"
8"
16"
2 #5
2 #5
2 #5
® 8" O.C., ADD 2 #5 INTERMEDIATE BARS
13-3
VARIES
8"
12" MIN
2 #5
2 #5
-
@ 24" @ RAKED BEAM*
NOTE *: RAKE BEAM ALONG WEST GABLE END IS ADDITIONAL TO B -1 do B -2 SHOWN IN ROOF PLAN
MARK
No.
MFR
PRODUCT
CODE
STRAP SCHEDULE
FASTENERS UPLIFT PRODUCT
PLATE TRUSS OR. BOT.PL. CAPACITY, APPROVO No.
REMARKS
10
NU -VUE
NVTAS 216
-
5 -10d
2,236
08-0326.11
L1 =250
LBS,
L2 =500 LBS
2.
NU -VUE
NVTAS 216
-
6 -10d
2,254
08-0326.11
L1 =385
LBS,
L2- -565 LBS
3�
NU -VUE
NVHC 43/2
10 --10d
10 -10d
917
08- 0828.02
L1 =547
LBS,
L2 =432 LBS
®
NU -VUE
NVUCB -1
3/16" STL.
PLATES
(2) 3/4" x 3 -1/2" MIN.
EXPANSION DOLTS INTO T/D
4,800
SEE COPY
L1 =3350
LBS,
L2 =2770 LBS
NOTE: L1 IS LOAD PARALLEL TO WALL; L2 IS LOAD PERPENDICULAR TO WALL.
5/8" CDX PLWD. W/ 8d NAILS
I -A / . I . - / T , . JZ/ ..
e D -2 D -1
6" O.C. ALONG 48" WIDTH OVER -1525 ss.'
2 "x6" OUTLOOKERS DOUBLE 'X' BRACING +1247 rWi
® 24" O.C. 3 GIRDER 
1 TRUSS rO.c AAX
! �"
GALV. DRIP EDGE o.c
TO MATCH EXISTING RAKE SEAM
WOOD FASCIA TOP OF TIE BEAM ` -�
TO MATCH EXIST ELEV. VARIES 2d wngomm
..�
BEAM B -1
(n'
+ zo Liss.
NEW P.T. WD. 2x6 NEW 1 2 "x4- A.B.'s 3
z U- 1Ri LsS. RAKED 0EAM D-
ALONG 4:12 GAI
nVE
G= 220 LDS. END
■LE RAC Q a
3
NEW WD: TRUSSES
�o
@ 24 O.C. MAX InH 3 G um 198 F°
NEW 8" CBS WALL Wo
NEW #5 TIE -DOWNS 4 oTTo BRA G
24" O.C. MAX. RlDM
EXISTING f SET DOWELS 6" IN 2 , i LDS.
WOOD TRUSSES 2 -PART EPDXY S -2 3 z o Lss.
NEW P. T. WD. 1
2x4 W/1/4%3 1/4" EXISTING CONCRETE S -2
TAPCONS ® 12" O.C., TIE -BEAM
STAGGERED FrAGGERINFrALLAT'K)N N
EXISTING 8 „ CBS WALL OF. CDXPLYWOOD NEW .eic
S INTO EXISTING ROOF ,„ O.C. - *lop ■
.F RAKED s, AM I-
F 4'12 GM
END
w
0
C
SECTION 2rA I I orrop ,RAC
SCALE 1/2" = V -0° 2' -6" AAX. 2' -6" MAX.
�-2 2xE OUTLCOKERS
(TYP.
1 U-195 LIS.
O TLO RS G = +22 LOS.
t
C
O
2' °6" _ - --
J(+ -33 L35 c 1 1 0 2 G +22Q LAS.
90 o (BENT)
I-
#3 nES • 12" 0 #3 TIES 0 24" O/C
Z
MASONRY GROUT NOTES
W
m
1.
MASONRY
o
SHALL
BE POURED INTO CONCRETE BLOCK CELLS FOR ALL NEW VERTICAL
BARS AND
AT ALL NEW
ANCHOR BOLT LOCATIONS.
2.
MASONRY
GROUT
W
F
COMPLY WITH A.S.T.M. C476.
3.
0
8 "X12" CONC. T.B.
SHALL
N
W/4 #5 CONT.
DAYS.
hone 30
2' -6" LONG BAR
4.
SPLICE (TYPICAL) EXISTING
GROUT
SLUMP
FbbTW G-
5.
MASONRY
ADD'L REINF. BAR
SHALL
BE POURED IN TWO LIFTS, WITH EACH NOT EXCEEDING 4 FT.
" 1 - #5 TOP & BOTT.
Z�vi �-
•
BENT 90 a CORNER.
U
This drawing and/or s cation is/ore provided as an
instrument NN25 Architecture Co. Is/are
TYPICAL T/B CORNER
remains propert y of and shag
be returned upon determination of intent. Al drawings,
specifications, designs, models, and arrangements
appearing herein constitute they original and
unpublishbd work of N25 Architecture Co. /A�rr��yy
remduction, use, or disclosure of the pprrooprietary
herein the
r A DETAIL (TYP.)
Sheet Title:
ROOF RZAMNG FLAN,
S -2 N.T.S.
EXISTING
TYPICAL NEW TO EXISTING FOOTING
CONNECTION DETAIL.
B DETAIL (TYP.)
5 -2. N.T.S.
ROOF DESIGN LOADS
ROOF DEAD LOAD = 25 P.S.F.
ROOF LIVE LOAD = 30 P.S.F.
DL + LL = 55 P.S.F.
WIND. LOADS
V= 1 S MPH
EXPOSURE 'C'
CATEGORY II
qz= 59.93 PSF
ENCLOSED STRUCT.
GCpi = +/- 0.18
ROOF SHEATHING TO BE 5/8" CDX
W /8d RING SHANK NAILS m 6" O.C.
AND 10d RING -SHANK NAILS O 4"
O.C. 0 ZONES 1 AND 2, AND
4k D1kIr_'_SWAliIK NAILS 9) 4" O.C.
O ONES 3 (S' EE SHEET S -3)
C) -
I �-
8, o„
MID.)
USE STAGGERED LAYOUT AS SHOWN
LEAVE 1/8" GAP BETWEEN SHEETS OR PIECES
PLYWOOD SHEATHING
LAYOUT
N.T.S.
a" CBS WALL
K2' -6" DOWELS
.L 6" INTO EXIST.
TING is SET IN
'ART EPDXY RESIN.
NEW FOOTING
ROOF FRAMING PLAN
SCALE: 1/419= V -0"
MASONRY NOTES:
1. Standard units of hollow concrete blocks shall conform to ASTM C90, except that the maximum
moisture content shall not exceed 50% of the total absorption.
2. All mortar materials shall conform to ASTM C270.
3. Mortar shall be of type m (2,500 psi) or s (1,800 psi).
4. Reinforcing steel shall be lapped a minimum of 18 in. At footings and tie -beams over masonry
walls, and 30 in. at tie - columns and at tie -beams over openings spanning over 3 ft..
5. Tie -beams shall have one #S bent bar, 30 in. long each side, top and bottom at all corners
on the exterior of the reinforcing, and 4 #3 ties at each bent.
6. Tie -beams shall be a min. of 8 "x12" with 2 #5 bars top and bottom, and #3 ties at 24" o.c. max.
7. Tie -beams that require a larger depth than 15 " shall have added 2 #5 bottom with min. 3" bearing
into the jambs, and shall have #3 ties at 8" o.c. max.
S. Window jambs shall be min. 4"x8' concrete with 2 #4 bars at middle. Bearing shall be a min. of 3 ".
9. All block wall cells next to openings less than 3 ft. In width shall be concrete filled. For openings
between 3 and 8 ft. In width, the adjacent block cells shall have 1 #5 vertical bar from footing to tie -
10. W*%"s#.t otWtreW4j lintels may be used for openings no more than 7 ft. In width.
11. Use galvanized no. 9, ladder type, horizontal reinforcement (dur -o -wall) at 16" o.C., or every other
course. Lap 4" minimum into the tie - columns.
WOOD NOTES:
1.ALL TRUSS LUMBER SHALL NOT BE OF A GRADE LESS THAN STRUCTURAL NQ. 2, YELLOW
PINE OR OTHER EQUIVALENT WOOD SPECIES.
2.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL WOOD
EXPOSED TO EXTERIOR SHALL EITHER BE PRESSURE TREATED OR COVERED WITH AN
APPROVED SEALER /COAT THAT ASSURES THE INTEGRITY OF THE WOOD.
3.ALL WOOD SHALL BE REASONABLE FREE OF KNOTS OR OTHER CONDITIONS THAT
DIMINISHES THE STRUCTURAL PROPERTIES OF THE MEMBER SECTION AFFECTED.
4.ALL WOOD SHALL BE STRAIGHT AND FREE OF OTHER DEFECTS AND /OR CRACKS.
5.NAILS SHALL NOT BE USED iN DIRECT PULLOUT DESIGN CONDITION.
6.EDGE AND END ALLOWABLE DISTANCES FOR WOOD CONNECTORS SHALL BE AS PER THE
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION OR OTHER APPROVED AGENCY.
7.WOOD TRUSS MANUFACTURER SHALL HAVE PRODUCT CONTROL APPROVAL FROM
MIAMI -DADE COUNTY, FLORIDA.
&WOOD TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS WITH SIGNED AND SEALED
CALCULATIONS FOR APPROVAL BEFORE FABRICATION.
9.WOOD TRUSS MANUFACTURER SHALL SUBMIT ALONG WITH SHOP DRAWINGS THE REQUIRED
PERMANENT BRACING FOR MAINTAINING THE ASSUMED CONDITIONS IN THE SIGNED AND
SEALED CALCULATIONS.
10.WOOD TRUSSES SHALL BE SPACED AT 24" O.C. MAXIMUM.
11.EXTERIIOR PLYWOOD FOR THE ROOF SHALL BE CDX 5/8" MIN. WITH 8d NAILS AT 6" O.C.
MAX.
12.1X3 WOOD CONT. AT 16" O.C. MAY BE USED AS PERMANENT BRACING OF BOTTOM CHORDS.
13.ALL WOOD CONNECTORS SHALL GALVANIZED AND MIN. 20 GA. STEEL WITH N.O.A.
Addition to:
Tejeda Residence
5729 S.W. 60 Avenue,
South Miami, FL.
M
MASONRY GROUT NOTES
1.
MASONRY
GROUT
SHALL
BE POURED INTO CONCRETE BLOCK CELLS FOR ALL NEW VERTICAL
BARS AND
AT ALL NEW
ANCHOR BOLT LOCATIONS.
2.
MASONRY
GROUT
SHALL
COMPLY WITH A.S.T.M. C476.
3.
MASONRY
GROUT
SHALL
ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 P.S.I. AT 28
DAYS.
hone 30
666,5151
4.
MASONRY
GROUT
SLUMP
SHALL BE 9 IN.
5.
MASONRY
GROUT
SHALL
BE POURED IN TWO LIFTS, WITH EACH NOT EXCEEDING 4 FT.
Cn
Z�vi �-
•
0
LJJ N
U
WOOD NOTES:
1.ALL TRUSS LUMBER SHALL NOT BE OF A GRADE LESS THAN STRUCTURAL NQ. 2, YELLOW
PINE OR OTHER EQUIVALENT WOOD SPECIES.
2.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL WOOD
EXPOSED TO EXTERIOR SHALL EITHER BE PRESSURE TREATED OR COVERED WITH AN
APPROVED SEALER /COAT THAT ASSURES THE INTEGRITY OF THE WOOD.
3.ALL WOOD SHALL BE REASONABLE FREE OF KNOTS OR OTHER CONDITIONS THAT
DIMINISHES THE STRUCTURAL PROPERTIES OF THE MEMBER SECTION AFFECTED.
4.ALL WOOD SHALL BE STRAIGHT AND FREE OF OTHER DEFECTS AND /OR CRACKS.
5.NAILS SHALL NOT BE USED iN DIRECT PULLOUT DESIGN CONDITION.
6.EDGE AND END ALLOWABLE DISTANCES FOR WOOD CONNECTORS SHALL BE AS PER THE
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION OR OTHER APPROVED AGENCY.
7.WOOD TRUSS MANUFACTURER SHALL HAVE PRODUCT CONTROL APPROVAL FROM
MIAMI -DADE COUNTY, FLORIDA.
&WOOD TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS WITH SIGNED AND SEALED
CALCULATIONS FOR APPROVAL BEFORE FABRICATION.
9.WOOD TRUSS MANUFACTURER SHALL SUBMIT ALONG WITH SHOP DRAWINGS THE REQUIRED
PERMANENT BRACING FOR MAINTAINING THE ASSUMED CONDITIONS IN THE SIGNED AND
SEALED CALCULATIONS.
10.WOOD TRUSSES SHALL BE SPACED AT 24" O.C. MAXIMUM.
11.EXTERIIOR PLYWOOD FOR THE ROOF SHALL BE CDX 5/8" MIN. WITH 8d NAILS AT 6" O.C.
MAX.
12.1X3 WOOD CONT. AT 16" O.C. MAY BE USED AS PERMANENT BRACING OF BOTTOM CHORDS.
13.ALL WOOD CONNECTORS SHALL GALVANIZED AND MIN. 20 GA. STEEL WITH N.O.A.
Addition to:
Tejeda Residence
5729 S.W. 60 Avenue,
South Miami, FL.
M
Professional of Record: Norman Blandon
Discipline: Architecture
Registration No. AR-- 0016380
Structural Engineer -of- Record:
Carlos J. Navarro, P.E., P.E. Lic. 035276
6262 SVY
40 Street
ami, Flo
a 33155
hone 30
666,5151
Florida
ense
0003242
N
0 00
Cc
.q s
Cn
Z�vi �-
•
0
LJJ N
U
This drawing and/or s cation is/ore provided as an
instrument NN25 Architecture Co. Is/are
of service and
intended for use on this pro. ect oniy. Tntc drawing
the N2 ArchHecture Co.
remains propert y of and shag
be returned upon determination of intent. Al drawings,
specifications, designs, models, and arrangements
appearing herein constitute they original and
unpublishbd work of N25 Architecture Co. /A�rr��yy
remduction, use, or disclosure of the pprrooprietary
herein the
irmation contained without prior consent
of N25 Architecture Co. Is sMctty prohibited.
Sheet Title:
ROOF RZAMNG FLAN,
SECTIONS & DETAILS,
NOTES
issue Date: Project No.
May 16, 2012
August 6, 2012 REV. NO. I
October 29, 2072 REV. NO.2
Drawing No
Professional of Record: Norman Blandon
Discipline: Architecture
Registration No. AR-- 0016380
Structural Engineer -of- Record:
Carlos J. Navarro, P.E., P.E. Lic. 035276