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ARCHIQUADRAARCHITECTURE & INTERIOR DESIGN
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6612 SAN VICENTE STCORAL GABLES, FL 33146
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Revisions
Architect:
Pro
ject
:
THES
E PL
ANS
ARE
AND
SHAL
L RE
MAI
N TH
E PR
OPE
RTY
OF
ARCH
IQUA
DRA,
P.A
. AND
SHA
LL N
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BE S
OLD
OR
REPR
ODU
CED
WIT
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PRI
OR
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TTEN
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NSEN
T. T
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PLA
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VALI
D W
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PPRO
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TO B
EGIN
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ON
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BIDD
ING
.
Con
sulta
nt:
Project No.
Date
AR
CH
IQ
UA
DR
A, P
.A
.| A
A26
0022
8728
28 C
OR
AL
WA
Y |
SU
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204
MIA
MI,
FL 3
3145
786.
430.
7765
| A
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HI2
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& IN
TER
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No. Description Date
AutoCAD SHX Text
IN 12" LAYERS TO 95% OF THE MODIFIED
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PROCTOR DENSITY TEST, ASTM D 1556, AND
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ASTM D 1557, SEE SOIL STATEMENT NOTED
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WELDED WIRE FABRIC, PLACED 2" FROM
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TOP OF SLAB. TYP. GROUND FLOOR SLAB.
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BELOW. REINFORCE W/ 6 X 6 W1.4 X W1.4
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4" CONC. SLAB OVER 6 MIL VISQUEEN
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ON CLEAN FINE SAND FILL COMPACTED
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EL. +0'-0"(F.E.E.)
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REF.EL. +15.53' NGVD
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EL.-0'-7"
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REF.EL. +14.95' NGVD
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EL. -1'-9"
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REF.EL. 13.78' NGVD
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EL. -1'-2"
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REF.EL. +14.36' NGVD
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EXISTING WOOD FLOOR TO REMAIN
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EXISTING WOOD FLOOR TO REMAIN
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EXISTING WOOD FLOOR TO REMAIN
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EL. +0'-0"(F.F.E)
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REF.EL. +15.53' NGVD
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SLAB "A"
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EL. +0'-0"(F.E.E.)
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REF.EL. +15.53' NGVD
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FOUNDATION FRAMING PLAN
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SCALE: 1/4"=1'=0"
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CONCRETE SLAB TO REMAIN
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EL. -1'-2"
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NEW 4" CONC. SLAB
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EXISTING WOOD PLYWOOD SHEATHING
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EXIST. 2"x10"
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EL. +0'-0"
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DRILL 3/4" ~ x 6" INTO EXIST WALL. & SET #4 x REBARS @ 24" IN EPOXY GROUT HILTI HIT-HY 150(TYP.)
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COMPACTED FILL
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VISQUEEN
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COMPACTED FILL
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VISQUEEN
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#5 HORIZ.
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EXIST. 8" CMU WALL.
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EXIST. 8" CMU WALL.
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SECTION 1
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3/4" = 1'-0"
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EL. -3'-6"
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#4@12"TOP & BOTT.
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EXIST. 2"x10" WD JOISTS
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STD. HOOK.
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EXIST. SPREAD FTG.
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EL. -2'-4"
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CONT.3x4 WD LEDGER PT
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FASTENED W/ \"~x6" HILTI KWIK BOLT 3
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@ 16" SS
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EXIST. 12" CMU WALL.
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EL. -V.I.F
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2X4 TEAK WOOD PLANK W/
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FASTENED 1/4"~x1.75" EMBED.TAPCON SREWS SS@ 12"
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2-1/8"~x2" EMB WD
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SCREWS PER PLANK GALV.
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#5 HORIZ.
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NEW 4" CONC. SLAB
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COMPACTED FILL
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8" CMU WALL W/ #5 @ 48" IN FILLED CELLS GROUTED
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8" CMU WALL W/ #5@ 48"
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FILL CELLS GROUTED
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VISQUEEN
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RAKED TB
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EL. +0'-0"
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EL. +VARIES
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WOOD PT NAILER
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1" X 2" CONT.
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"X" BRACING
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2-16d NAILS(TYP)
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2X4@ 32"
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STD. HOOK.
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EL. -MACTH W/ EXIST. FTG
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3'-0" WIDE W/10d GALV. RING SHANK
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5/8" "CDX" PLYWOOD SHEATHING
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NAILS @ 4" TYP.
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GALV. RING SHANK NAILS
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NAILED TO EA. SUPPORT W/ 10d
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@ 6" AND AT EDGE ZONE 2,
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PREFAB WOOD TRUSSES @ 24" W/2x6 MEMBER TOP AND BOTTOM CHORDS (TYP.)
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EL. +8'-4 1/2"
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SECTION 2
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3/4" = 1'-0"
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CONT. 2-2 X 8 WD PL. W/5/8"~ X4" EMB. HILTI KWIK BOLT3 @ 16"
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CONT. 2x10 WD PT FASCIA
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W/ 2-16d NAILS
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EXIST. 8" CMU WALL.
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EXIST. 8" CMU WALL.
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EXISTING WOOD PLYWOOD SHEATHING
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EXIST. RAKED TB
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EXIST. 2x10@16" WD RAFTERS
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EXIST. 2x6@16" WD CEILING JOISTS
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PROVIDE "~x1.75" EMB. 14"~x1.75" EMB. TAPCON SCREWS AT TRUSS CHORS.TYP.)
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PROVIDE 30# FELT PAPER
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EXISTING WOOD PLYWOOD SHEATHING
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EXIST. 2x10@16" WD JOISTS
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EXIST. SPREAD FTG.
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EL. -V.I.F
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DRILL 3/4" ~ x 6" INTO EXIST WALL. & SET #4 x24" REBARS @ 24" IN EPOXY GROUT HILTI HIT-HY 150(TYP.)
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PROVIDE 30# FELT PAPER
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NEW CONSTRUCTION.
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TERMICIDES OR
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PROTECTION LABELED AS A PREVENTIVE TREATMENT TO
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TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
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1. TERMITE TREATMENT OF SOILS UNDER SLAB ON
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GRADE SHALL BE PERFORMED BEFORE POURING SLAB.
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OTHER APPROVED METHODS OF TERMITE
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THIS LEVEL AND REINFORCED W/#5 @ 48" U.N.O.
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OF 1900 PSI.
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TO ASTM C 90 "STANDARD SPECIFICATIONS FOR
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ALL MASONRY WALLS SHALL BE LOAD BEARING IN
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HOLLOW LOAD BEARING CONCRETE MASONRY UNITS,
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ALL CONCRETE MASONRY UNITS (CMU) SHALL CONFORM
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%%UCONCRETE MASONRY NOTE:
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WITH A NET AREA COMPRESSIVE STRENGTH OF MASONRY
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SOIL STATEMENT :
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DESIGN IS BASED BEFORE CONSTRUCTION STARTED.
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ENGINEER OF RECORD WILL SUBMIT A SIGNED AND
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SEALED LETTER TO THE BUILDING OFFICIAL ATTESTING
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ALLOWABLE SOIL BEARING PRESSURE USED IN THE
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DESIGN OF FOOTINGS IS 2000 PSF.
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FOUNDATION SYSTEM CONSISTS OF SHALLOW SPREAD
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FOOTINGS BEARING ON SAND & ROCK.
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CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE
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THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION
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NEW WALL FOOTING
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EXISTING 8" CMU. WALL
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EXISTING WALL FOOTING
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NEW 8" CMU WALL
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NEW CONC. COLUMN OR TIE COLUMN
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CONC. COLUMN FINISHED
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STEEL COL. UP, DOWN
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EXIST. TIE BM
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EXIST. CONCRETE BM.
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AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE
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NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND
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JOAQUIN MONTESINO, P.E
AutoCAD SHX Text
G2 CONSULTING GROUP, INC.
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9725 SW. 4 TERR. MIAMI FL. 33174
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PHONE & FAX (786) 294-00-32
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CONSULTING ENGINEERS
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CONDITIONS SHOWN BY THESE DRAWINGS
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WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE
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SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS
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PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS
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LIC. #69969, CA 25882
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JORGE EDUARDO GONZALEZ,AIAAR 94751 / ID 5595 / LEED AP
Revisions
Architect:
Pro
ject
:
THES
E PL
ANS
ARE
AND
SHAL
L RE
MAI
N TH
E PR
OPE
RTY
OF
ARCH
IQUA
DRA,
P.A
. AND
SHA
LL N
OT
BE S
OLD
OR
REPR
ODU
CED
WIT
HOUT
PRI
OR
WRI
TTEN
CO
NSEN
T. T
HESE
PLA
NS A
RE N
OT
VALI
D W
ITHO
UT A
PPRO
PRIA
TE A
RCHI
TECT
'S R
AISE
D SE
AL A
ND S
IGNA
TURE
AND
ARE
FO
R BU
ILDI
NG D
EPAR
TMEN
T RE
VIEW
ONL
Y. P
LANS
ARE
NO
T TO
BE
CONS
TRUE
D AS
CO
NSTR
UCTI
ON
DOCU
MEN
TSUN
TIL
ALL
BUIL
DING
DEP
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APPR
OVA
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BTAI
NED.
THE
SE P
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MAY
BE
SUBJ
ECT
TO M
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N AS
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D BY
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STIN
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WHI
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IN T
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TECT
SHA
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DISC
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NS F
OR
CLAR
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N PR
IOR
TO B
EGIN
NING
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NSTR
UCTI
ON
OR
BIDD
ING
.
Con
sulta
nt:
Project No.
Date
AR
CH
IQ
UA
DR
A, P
.A
.| A
A26
0022
8728
28 C
OR
AL
WA
Y |
SU
ITE
204
MIA
MI,
FL 3
3145
786.
430.
7765
| A
RC
HI2
.CO
M
AR
CH
IQU
AD
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AR
CH
ITE
CTU
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& IN
TER
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DE
SIG
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Drawn
C:\U
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\A2\
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JUAR
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BERM
UDEZ
RESI
DENC
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MO
DEL
P160531
11/28/2016
6612
SA
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NTE
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CO
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AB
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, FL
3314
6
SECTIONS
JM
No. Description Date
AutoCAD SHX Text
PROVIDE 2 X 4 WOOD BLOCKING
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PLYWOOD SHEETS. NAIL PLYWOOD
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UNDER FREE EDGES OF ALL
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TO BLOCKING W/ 10d NAILS @ 4"
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TRUSS ANCHOR
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SINGLE RIVETED
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MULTIPLE RIVETED TRUSS
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4" BETWEEN
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4" (MIN)
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NOTED, MAX. 10'-0".
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PER TPI HIB 91, PAGE 4.
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CONT. 2X4 WOOD BRACING NAILED TO
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TOP OF EACH TRUSS BOTTOM CHORD
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W/2-16d NAILS SPACING EQUALLY AS
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2X4'S NAILED TO TRUSSES W/ 2-16d
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NAILS @ EACH POINT OF CONTACT, AS
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VERTICAL "X" BRACING COMPOSED OF
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ALLOWABLE LOADS
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COMM NAILS
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CONCRETE
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(Nu-Vue)
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CONCRETE TIE-BEAM TO TRUSS
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DIMENSIONS
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OVERHALL
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10d COMM.
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METRO DADE CO. REPORT 09-0721.05
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RIVETED TRUSS ANCHOR SCHEDULE
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# OF PLY
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-PROVIDE 6-10d COMM. NALS @ STEEL SEAT OF STRAPS FOR 1 PLY TRUSS
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-ALLOW 4" EMBEDMENT IN CONCRETE
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-DESIGN LOADS BASED ON USE OF SOUTHERN YELLOW PINE, SG=055
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-USE ALL FASTENERS IN SCHEDULE TO ACHIEVE VALUES INDICATED
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MINIMUM EDGE DISTANCE IS 2".
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-PROVIDE 8-10d COMM. NALS @ STEEL SEAT OF STRAPS FOR 2 & 3 PLY TRUSSES
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(Nu-Vue)
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ASSEMBLY
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NVSTA 16H
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NVHTA 16H
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NVHTA 20H
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NVHTA 22H
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NV358 -20
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NV458 -20
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NVSTA 16
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TB(+8'-6")
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ETB(+8'-4 1/2")
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ETB(+8'-4 1/2")
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NEW. RIDGE LINE
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EXIST. RIDGE LINE
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ETB(+8'-4 1/2")
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ETB(+8'-4 1/2")
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EXIST. RIDGE LINE
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TB(+8'-6")RAKED
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6"X12" ALUMINUM TUBE
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ETB(+8'-4 1/2")
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EBM(+8'-4 1/2")
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EBM(+8'-4 1/2")
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ETB(+8'-4 1/2")
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TB(+8'-6")
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ETB(+8'-4 1/2")
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ETB(+8'-4 1/2")
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EBM(+8'-4 1/2")
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ETB(+8'-4 1/2")
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ETB(+8'-4 1/2")
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ETB(+8'-4 1/2")
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ROOF FRAMING PLAN
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SCALE: 1/4"=1'=0"
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PREFAB. WOOD TRUSSES @ 24"
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NAILS INTO SLEEPERS AND
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INTO "PIGGYBACK" TYP.
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"PIGGYBACK" TRUSSES TO
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Nu-Vue NVHCR/L
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TRUSS W/
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BE CONNECTED TO EACH
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PREFAB. WOOD TRUSSES @ 24"
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UP: -0.9K
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GRAV: +0.9 K
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UP: -0.9K
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GRAV: +0.9 K
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EXIST. WOOD FRAMING
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EXIST. WOOD FRAMING
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EXIST. RIDGE LINE
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EXIST. WOOD FRAMING
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EXIST. WOOD FRAMING
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EXIST. RIDGE LINE
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NEW RIDGE LINE
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ETB(+8'-4 1/2")
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ETB(+8'-4 1/2")
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6"X6"x " 316" ALUMINUM COLUMN
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3x10 IPE WD TRELLIS @24"
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6"X6"x3/16 ALUMINUM COLUMN
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6"X6"x " 316" ALUMINUM COLUMN
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UP: -0.85K
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GRAV: +0.6 K
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DETAIL A/S-3
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EXIST. 2x6@16" WD CELING TO REMAIN
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EXIST. 2x6 WD COLLAR TIE TO REMAIN
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EXIST. 2x6@16" WD CELING TO REMAIN
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USE MULTIPLE STRAPS WHERE REQUIRED (SEE ROOF PLAN)
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TYPICAL STRAPS &
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PANEL BLOCKING DTL.
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OVERHANG
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ROOF SHEATHING
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SEE PLAN
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8" CONCRETE MASONRY UNIT
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POINTS OVER ALL CONC. BM.'S
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(2) -16d TOE NAILS @ EA. END
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THIRD TRUSS W/2"X4" LUMBER
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X-BRACE BETWEEN EVERY
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@ ALL PERIMETER BRG.
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(SEE SCHEDULE)
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CONCRETE TIE BEAM
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MOISTURE BARRIER
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FOR ACTUAL HEEL AND OVERHANG
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TRUSSES - SEE TYP. WALL SECTIONS
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ENGINEERED AND APPROVED WOOD
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CONDITION.
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2x4 WD BLOCKING
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WIND PRESSURE ZONE
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SCALE: NTS
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BUILDING CATEGORY:II, MEAN ROOF HEIGHT:15FT.
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WIND DESIGN: ASCE 7-10, EXP: C V: 175 MPH, Kd:1
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NET UPLIFT INT: -33.9 PSF, END: -89.0 PSF (TRIB: 66SF)
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DESIGN LIVE LOAD: 30 PSF
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DESIGN DEAD LOAD: 25 PSF
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DESIGN BOTTOM CHORD AT ANY PANEL POINT LOAD: 200 LBS
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a: 3'-0"
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NEW WALL FOOTING
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EXISTING 8" CMU. WALL
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EXISTING WALL FOOTING
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NEW 8" CMU WALL
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NEW CONC. COLUMN OR TIE COLUMN
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CONC. COLUMN FINISHED
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STEEL COL. UP, DOWN
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EXIST. TIE BM
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EXIST. CONCRETE BM.
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AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE
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NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND
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JOAQUIN MONTESINO, P.E
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G2 CONSULTING GROUP, INC.
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9725 SW. 4 TERR. MIAMI FL. 33174
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PHONE & FAX (786) 294-00-32
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CONSULTING ENGINEERS
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CONDITIONS SHOWN BY THESE DRAWINGS
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WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE
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SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS
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PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS
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LIC. #69969, CA 25882
