01-0468-009 " 3 HOOPS m 48" EXIST. BUILT-UP ROOFING Eusebio M. Mora
1211 1211 1211 O.C.CTYR.)
"HUGHES" GALV_ HURR STRAP 4 MTL. Architect Fla. Lic. # AR0011732
' DRILL 3/4" 4, x 6" HOLES, REMOVE CONCRETE BEAM SCHEDULE SLOPE 3" W1 (S)10TAd2 ANAILED a A RUSS uss
DUST 4 DEBRIS, POUR HIGH STRENGTH
EPDXY GROUT 4 INTRODUCE " 5 x 30" SIZE
II r II I LONG DOWELS. ELEV. REINFORCING STIRRUPS 3"x3" (26 GA)GALV.MTL.DRIP NAILED 411 O.C.
MK n n Top of Bm. BO-n LE OF TIE(o AM P x 2" PT WOOD STRIP
B X H TOP MID. .,
*r 2" x 8" WOOD FASCIA TO MATCH EXIST
— 2'-611 TB S X 12 8'-6"A� 2- # 5 2-
# >j 4- "3 m 12" AT CORNERS
III II <i
3 " 3 HOOPS 12" O.C.CTYP.) Match Exist 4 48" O.G. ELSEWHERE I .0
II —
N 2- " 5 CORNERS BARS, 30" EA LEG c — — — — — — — — DOUBLE 2" x 6" R 16" O.C. I Is
4" x 16" SCREEN PENT 4'-0" (TYP.)
EXISTING WOOD ROOF JOISTS a'.:•.
SMOOTH STUCCO ON PAPER BACKED
O.H. (TY .) GALV. MTL. RIBBED LATH
III III " 3 HOOPS BALANCE m 48" O.C.(TYP.) I I— — — I I R-19 GATT OR BLOWN INSULATION I/2" SMOOTH STUCCO
`" II III 8" CONC, BLK WALL 4 TIE BEAM
III 1/2" DRYWALL ONI"X4" WD.
III — L OR METAL FURRING STRIPS
II III NEW CONCRETE TIE BEAM AT 16" O.C. TYP.
ROOF LOAD CALCULATIONS 1X4 P.T. CONT. FIRE STOP. 9780 Southwest 16th Street
EXISTING BLOCK WALL II II
II II Miami, Florida 3 3 1 6 5
_ WIND UPLIFT A.S.CE -1.88 EXP. C NEW 8"X12" CONC. TIE BEAM WK4)
V = 110 M.P.H. 1 = 1.05 05 CONT. 4 ADDITIONAL (1) M 5 TOP (305) 2 2 9 — 6 8 6 0
4 BOT, BENT 90 s CORNERS 30"
HEIGHT < 15' Kh = 0.80 LONG EA. WAY W/ » 3 TIES .0 4811 O.G.
DETAIL 1-1/2" D2 DETAIL 3/4" 1 io 4 4 " 3 TIES 6 12" EA. END A GROUP
D1 ROOF DEAD LOAD = 21 PSF.
S2 NEW TIE BM. TO EXISTING S2 NEW TIE BM. TO EXISTING NET UPLIFT LOAD = 55 PSF. (ZONE 2 4 3) 8" "DUR BLOCK WALL.TRUSS
L
NET UPLIFT LOAD = -31.45 PSF, (ZONE 1) T E R WALL EME TRUSS T
TYPE REINFORCEMENT �
EVERY OTHER COURSE E
1/2 11 II DRYWALL TAPED ON 1 X 2 11 P.T. A
1' 18'_011 1' q 0.00256 K (I V)2 WD.FURRING AT 1611 0.0 TYP.
D O. PROPOSED ADDITION /0. 0.00256 GALV. U220 JOIST HANGER cl = 0.00256 X 0.80 X (1.05 X 110) = 21.32 F7
R-5 BATT OR BLOWN INSULATION
32 2" x 12" WOOD W/ (S) 16 d NAILS TO WD JOIST 4 G C i = -1.1 G G 2 = -2.0 G C = ± 025
OUTLOOKERS �+ 24" O.G. W/ C6) 10d NAILS TO WOOD OUTLOOKER p p p1 4" HT. WD. BASE TYP.
P - 2-1 C(-1.1 ) - ( 10.25) ] = -36.45
— — — — P = 21 [(-2.0) - C t 025)] = -60.00 CONSULTING ENGINEERS
L W.W.M. OVER EXISTING GARAGE Professional Professional Engineer P.E. # 51576
DOUBLE 2" X 12"
E.B. CERT.
WOOD JOISTS I z
13800 Southwest 8th Street
1 _ "HUGHES" GALV. HURR STRAP 4 MTL. ELE:=+ 01- 0" X. X x _ 0 Suite 121, Miami, Florida 33184
SEAT M TA20 NAILED -a EA JOIST ' . �p
W/ 09) 10d NAILS 10 EA TRUSS FIN. FL. CONG. SLAB X. X X o (305) 5 5 1 — 4 1 3 6
N N
PROVIDE LATERAL 2"X 12"WD. I I o —I 1—III- 11—I 11— 1—I Q GRADE
BRACING MIDSPAN U a I I—I I I—I I I—I I I—III—III m
'n 0 NEW 10" x 16" GONG, Ld
l I 1= 11=1I=1I=1 I = —
=1 =1 I = 1 -1 I III=1 FTC. W/ (2) " 5 GOVT. �
LD 11
625" Reaction � 625" Reac B � 0 0
0 493" Uplift �; 493" Uplift —III-
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1033 Reac. _ EXISTING TB
1051 Uplift u 1 4 AT EXISTING CARPORT
m NEW 4"x12" WD BM.TO BEAR ON EXIST.TIE BM 4 ANCHOR I I Y
W/ 111-11 11411x411x6 11x 611 LONG W/2- 1/211 THRU BOLTS EXISTING RESIDENCE 1 \
w
g 4x12 WOOD BM.W/ 4 - 1J2" x 4" ANCHOR BOLTS I
N ANCHORED TO TIE BEAM.(ONE 111-" ON EA.SIDE) of
SEE DETAIL D3 BHT 52 BUILT-UP ROOFING ON TIN CAPPED
3011 FELT ON 5/8"1 I EXTERIOR
GRADE PLYWOOD SHHEATH NG (
W R.) o
NAILED W/ Sd NAILS 6" O.C. ID
- - - - - - - r- -i— - - - - - - - - - - C - -I — I o ,� AT PERIMETER 410dNAILS94" O.G.
EXISTING FLAT ROOF I I \
TO REMAIN AT PERIMETER EDGES.
EXISTING TB 1033 " React.. "HUGHES"GALV.UH 210/212 JOIST HANGER I 1 0 I I r 0 \ / 1 "HUGHES" GALV. HURR STRAP 4 MTL.
s2 1051" Uplift W/(16)I(od NAILS TO 4x12 WD BEAM z I Q I SLOPE 311 SEAT "TA20 NAILED 0 EA TRUSS
W/(5)10d NAILS TO WOOD JOIST. I ( I x / \ W/ (9) 10d NAILS m EA TRUSS W d
X I W �v '�
W 1 I ��,, \ / „' 3'6" (26 GA)GALV.MTL.DRIP NAILED 4" O.C. �C 0
ELE:=+ 81- 111 x 2" PT. WOOD STRIP LL
TOP OF TIE BEAM _
2" x 8" WOOD FASCIA TO MATCH EXIST
I I I I l I � a='.•�� o � �
PROVIDE "RUGHES"GALV.111 RAFTER TIE(14 GA) 0 RTI8 I I I I
mm ate:':,
4" x 16" SCREEN VENT 9 4'-0" (TYP.)
NAILED s EA 110.TRUSS W/l9)-l0d(880"UPLIFT)4 F- _ _ _ _ _ _ _ J 2" x 12" WOOD ROOF JOISTS 6 16" O.G. i'-0" i W
W U W/3-1/4" x 2-12" "TAPCONS" INTO EXISTING TIE BEAM U I- —L — — — — _ I SMOOTH STUCCO D PAPER BACKED W c 0
_ O.N. CTY .) GALV. MTL. RIBBED LATH
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R-19 BATT OR BLOWN INSULATION 0 4
o O O I 1/2" SMOOTH STUCCO
V) I 1 U 0 I I I 1/2" DRYWALL ON I"X 411 WD. W rn V
�n I OR METAL FURRING STRIPS V1
z I ill EXISTING RESIDENCE W 1 I I AT 16" O.C. TYP. _ /�'� i
In X I I I I I 1"X4" P.T. CONT.FIRE STOP. Vf 0
W I–
EXISTING WD. TRUSSES I I O L
11 -C
(� 0 1 NOTE: CONTRACTOR TO REMOVE I " I/411x411x6'lx 6" LONG W/2- 1/2" THRU BOLTS 8"X12" GONG. TIE BEAM WK4) F- +�
I I Z Z I PLYWOOD WD SHEATHING IN THIS AREA I o 4x12 WOOD BM.W/ 4 - 1/2" x 4" ANCHOR BOLTS 05 CONT. 4 ADDITIONAL (I) " 5 TOP Z
I- �= I AREA FOR CONSTRUCTION OF NEW TIE BM. ANCHORED TO TIE BEAM.(ONE 111-11 ON EA.SIDE) 4 BOT. BENT 90 a CORNERS 3011 O
I--I 4 INSTALLATION OF HURR STRAPS. I 1 LONG EA. WAY W/ " 3 TIES 6 48" O.C. P O
4 4 0 3 TIES 6 12" O.C.0 EA. END I 0
W W I 1 l i o cA 2x12 WOOD JOIST 6 16" O.C- 300
PROVIDE "HUGHES"GALV.I"RAFTER TIE 114 GA) •RTI8 I I I - °0 8" CONC. BLOCK WALL. TYP. Q C L_
a, a W/ "DURAWALL" NOR TRUSS
NAILED 9 EA WD.TRUSS W/(9)-10d(880'UPLIFT)4 1 I 1 _1 o TYPE REINFORCEMENT `V N
W/3-1/4" x 2-1/2" "TAPCONS" INTO EXISTING TIE BEAM I I I I m vwi 11/211 311 1�i211 EVERY OTHER COURSE � ((O N
NOTE: REMOVE STUCCO AT HURR STRAP TIE IN LOCATIONS. W _ °
- II
° 1/2" DRYWALL TAPED ON 1"X 2" F.T. 0- L O
TO REMAIN FLAT ROOF Z 1 1 IUD. FURRING AT 16" O.0 TYP. 0 N 00 O
A II o0 Oo + + + + + + + + (L ��
1 L — — — — — EXISTING TB _ _ _ _ _ _ -I I + + + + + + + + R-5 BATT OR BLOWN INSULATION
- - - - - - - - -� - - - - - - - - - - - � — � I + + + + + + + + v
+ + + + + + + + 4" HT. WD. BASE TYP.
NOTE: CONTRACTOR TO REMOVE 4" CONC, SLAB 11116"X6" 010/10
DRAWN BY:
PLYWOOD WD SHEATHING IN THIS AREA v W.W.M. ON .04 MILL vISQUEEN EMM
0 I AREA FOR CONSTRUCTION OF NEW TIE 4" x 12" WD.BEAM TO BEAR ON 95io COMPACTED FILL z
�n
I I EXISTING RESIDENCE 4 INSTALLATION of HURR STRAPS. i I ON EXIST.CONC.TIE BEAM. BEND BACK W.W.M. 30" MIN. � CHECKED BY:
_ NEW TB _ _ NEW TB — 1 a v u EMM
L - - — - - — — — — — — — — — I "HUGHES"GALV.UH 210/212 JOIST HANGER ELE:_+ 01- 011
- - - - - - --
— — — — —� T — — — — J W/Oro)16d NAILS TO 4x12 WD BEAM FIN. FL. CONC. SLAB -i ATTACHMENT NO.:
X.
X ,—x ATTACHMENT#
\ / 0 a W/(5)10d NAILS TO 2x12 WOOD JOIST. �, cn
—1 1— I 1= 1 I- 1 I— I 1
Ell
U! DRAWING FILE NO.:
CONCRETE TIE BEAM GRADE 2001-002
"HUGHES" GALV. HURR STRAP 4 MTL. =III=III= I I— I — I I DATE:
w�'�g)i0d NANLSIL��A TRUSS NEW TB s" coNC.BLK WALL — — — 3/2/2001
�=111=1I=1I= 1=11 _ II II
10 x 16 CONC. .
2" x 6" WOOD JOISTS 6 16" O.G. FTC. W/ C2) " 5'CONT. _ SCALE:
o 0 1 1 1=1 NOTED
AL PROPOSED CARPORT ENCLOSURE SECTION VIEW I—III—I I — I — I I—I I — — —I I — ",a,,,r_'' SHEET NUMBER:
ANGLE CONNECTOR TO 4x12 WD. BM. NTS g TYPICAL WALL SECTION 3/4� ,�' ��'rti A'F'C ,-, ` �= S2 of 2
„ NOTE: ALL WOOD MEMBERS SHALL BE � � z,'�,;� �'F� �=
ROOF FRAMING PLAN 1/4' SOUTHERN YELLOW PINE #2 OR BETTER. SEE ROOF FRAMING PLAN FOR LOCATION 4 AT BEDROOM ADDITION ;,t--
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