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5.70
- 4.o
2c1'- co"
'ROPER7`"' ADCREOS: "dal '0 till,Ativ'll SPORE: 7LOR:OA
NOTES:
IF SHOWN. 3EAP.INGS ARE RP 7T7-- TO AN ASSUMED MERIDIAN, BY SAO Y
PLAT !N THE DESCRIPTION OF THE PROPERT.
,1 IF SHOWN. ELEVATIONS ARE RP:= ERRED TO v.D. OF 1929.
UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND/OR FOUNDATIONS
E XmAINAT ioN OF THE ABSTRACT OF TrTLE W1LL HAVE TO eF MADE TO O. I c RmINE RECORDED iNSTRUMEN T S. IF ANY AFFECTING THE PROPERTy
HIS SURVEY Is SUBJECT TO OEDtCAT IONS. LIMITATIONS RE_STRICTIONS. RE SE RvATIONS OR EASEMENTS OF RECORD.
1. LEGAL DESCRIPTIONS PROVIDED BY CuENT OR ATTESTING TITLE COMPANY
••• .1C*4.2..
• 1.4M- 3,1: •_.481."
_
•
15.2C
/ K./ 25 dio,i/
vo•
•■■
LOT 1 3LOCX 1 OF 'AMAMI 5.7.1-40RES BAY RK ESTATES. ACOORDING 70 HE . RECOR:E: !N
300K 35. AT O.GZ SC. 07 THE ?:-.:31.:C RE:ORLDS OF DADE COUNTY, 7 :IRMA. AN'S 7 ; - 4 . - 7 7CL...OWING DE:CRISE.D
CRTON CF L.O7 -1..07 SA1= BLOCK
3EGIN AT THE NORTHWEST CORNER OF SAID LOT -I; Ti -7.:NCE RUN OCUTH ALONG. THE `.
J IVE OF SAID LOT T'HENCIT RUN EASTERL! ALONG HE ARC OF -1 C:RCULAR CJRVE TC 7HE .- -EFT. HA1 70P. !TS
31_7:11ENTS, 1 RADIUS 07 :..155.-0 7SET AND A CENTRAL ANGLF_ OF 10 - !0.0C 771E7. -1 .2:RCUL,P• CURVE
3E:NG THE OOLITHF.:RL'.' E 7 SAM LOT -1: THENCE RUN NORTH `.;:727:17"WECT, 1 .4RALL_EL 7 C 77 3E7
EASTERL: Or 7HF:'.VE:7:ERL! L:NE OF LAIC LOT 7C7 7EZT 7O A POINT ON HE NORTHERL( OF LA!:
- LAIC AORTHERL 3E:NG A ZIRCULAR CURVE: THENCE RUN 'NESTERLY .ALZ.`,NG 7 HE LIRCU:-AR
CURVE 70 74E R:GHT, HAVNG 70R ITS 7. RAZILIS F 5AS.56 7 AND A CENTRAL ANGLE ::;F: itrn•-•.:"•-
34 7E77 7O 7-1 CNT ) 7 3EGINNING
CUNDARY SURVEY
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TRACY CONSULTANTS INC.
0343958, LICENSE #11363
(954) 434-5035
CLIENT:
DOCK AND MARINE CONSTRUCTION
752 N.E 7911+ STREET
PROJECT:
BOAT - LIFT
FOR
PAGE TITLE:
SURVEY, LEGAL
ORIGINAL DRAWN: 9/23/03
REVISIONS:
, f�� � c y � ..
,
DWG. # : 0 � -1 3
ROBERT N. TRACY,
P.E. L lC., X11363
FAX (954) 434 -1675
MIAMI. FL. 33138
ANNA ALVAREZ
DESCRIPTION, AND
2
3
4660 SW 128TH AVE.
(305)75, -9911
1400 N.E. 101st STREET
DRAWN BY: EWR
FT. LAUDERDALE. FL. 33330 -2302
MIAMI SHORES , FL. 33138
PLAN VIEW
4
PAGE NO. 1 OF 2
i
OZ 91
3
hl
.
EXISTING DOCK TO
REMAIN
SITE PLAN
7004
(Parr .9.6.././:
e :• rc r
,06 0
10 00
PROPOSED
BOAT -L1FT AND
FINGER PIER
(n10'01 H- z
II
XI511% X ��
IYWIV
, XISTIvG
I MOCMG.
NORTH
PLAN VIEW
115'
P O'e05c2
ACa55 WALKWAY
OPFZ \ t O• TAL SECTION
PRE1J N.'11NA.. " °AP, ROVPAL
NAME_ --)
DATE / jOG
Gr - 0" y
P07OS;r7
20,000 LDS
30A' -
IH ' -
Zoning
Approved
PROPETY
LINE
-G
LEGAL DESCRIPT!ON: LOT 3, BLOCK 1, MIAMI SHORES BAY
PARK ESTATES, ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN THE PLAT BOOK 55, PAGE 83, OF THE PUBLXV' ;
RECORDS OF MIAMI -DADE COUNTY, FLORIDA. / I
VLF,
TRACY CONSULTANTS INC.
EB#3958, LICENSE #11363
CLIENT:
DOCK AND MARINE CONSTRUCTION
PROJECT:
BOAT -LIFT
PAGE TITLE:
ORIGINAL DRAWN: 9/23/03
REVISIONS:
DWG. # : c 3 -1 -Z3
ROBERT N. TRACY,
P.E. LAC., #11363
(954) 434 -5035
752 N.E. 79th STREET
FOR:
NOTES AND SECTION
1
2
FAX (954) 434 -1675
MIAML FL. 33138
ANNA ALVAREZ
4660 SW 128TH AVE.
FT. LAUDERDALE. FL. 33330 -2302
(305)751 -9911
1400 N.E. 101st STREET
MIAMI SHORES , FL. 33138
3 ••
DRAWN BY: EWR
PAGE N O. 2 O F 2
4
EXIST DOCK
TO ,MAN
GENERAL NOTES:
1.. ALL BEAMS ANO JOISTS TIMBERS SMALL BE No. 1 PRESSURE TREATED
SOUTHERN PINE
2. - ALL DECKING SHALL BE MARINE GRADE 1 1 PRESSURE TREATED SOUTHERN PINE.
3. . ALL FASTENERS SMALL BE HOT DIPPED GALVANIZED
4. - DOCK PILE TIMBERS SHALL BE A MINIMUM OF 12' DIAMETER C.CA PINE ORIVEN
BY DROP HAMMER IT INTO YIELDING MATERIAL OR 8' INTO ROCK WITH A
MINIMUM OF SAFE BEARING OF 10 TONS.
5. • CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
8. - CONTRACTOR SHALL LOCATE ALL UTILITIES BEFORE START OF CONSTRUCTION.
7. - REFER TO FASTENER SCHEDULE FOR ALL CONNECTIONS.
FASTENERS SCHEDULE:
1.. r ■ 6' DECKING TO r x r JOISTS: TWO 160 SST RING-SHANK NAILS PER
INTERSECTION.
- 3' X r JOISTS TO 3- x10' BEAMS: ONE 1' X 12' GALVANIZED HURRICANE STRAPS BY
LISP RT12T (DADE NOA-0O-0913.07). 14 GAUGE TWIST STRAP WITH FOUR 180 NAILS
TOP & BOTTOM. ONE PER INTERSECTION. DO NOT KENO OVER JOISTS.
3.- T X 10' BEAMS TO PILES: TWO 3/4' DIL X 20 LONG THRU -BOLTS PER
INTERSECTION.
2 "X6" W00'2
r7ECKINIG C TY7.)
5'5(10" w00r)
5T2IN6SR C f Y'.)
5"X 1� J015TS
.� C T ?.)
4 ' -0' I 1
EXI5T1NG
5E AMU TO
REMAN
16 , -0"
FRAMING PLAN
1 /8' = 1' -0'
P2o!OSGr7 ACCE55
WALKWAY
PR0PoSE�
FINGER E ER AV7
30AT LIFT
2 0 -0"
at -0II 16 -0.I
t30At
PILES SMALL 3E I 1\. EN 10' INTO YEI1-171NG MATERIAL, 07
6' INT0 SGLIn ROCK 1 ACHIEVE 10 TONS MN. SAFE
3EAgN
SECTION 'A'
1/8' = 1' -0
P70P05et9
LIFT ANI2 P1L5
12" MN. `'ALE rM3E�
( SEE NO 5)
2 "><6" of PINS CK!NG
3/ 4"X 20"
GALVANIZED (30L1
C SEE N1 1 c5)
X10" 3F-AM
C kc WIG' c5)
+10' - EX1511N6 POCK AW
Ilir
iiiil ' ..l t y � Mill -11-
-efi =cart n i r' i�-1 I ji ri
iitir rr� rr�
MLW 0' -0"
PILE CONNECTION DETAIL
N.T.S.
SECTION 'B'
1' -0'
EX511NG aE
3"X0" .J015'
( SEE N:015)
I "X12" 51',-;AP
C SEE N0Tr5)
PL5 f0 IVIA'N
EXISTING CON/M1-
SEAWALL f0 AMAIN
•
1
1
SKETCH OF SURVEY
SCALE: 1" = 20
LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY
Lor
LEGAL CESCRIPT(ON
PROPERTY ADDRESS: 140C N.E. 101 ST. MIAMI SHORES FLORIDA 33133
NOTES:
IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT IN THE DESCRIPTION OF THE PROPER17.
IF SHOWN. ELEVATIONS ARE REFERRED TO N.G.V.D. OF T929.
UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND /OR F04NDATIONS
EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE HECOHDED IKS THUMEN TS. IF ANY. AFF EC TING THE PROPERTY.
THIS SURVEY 15 SUBJECT TO DEDICATIONS. LIMITATIONS. RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD
O"r .4
` h
2
15.70
f� /G•d �0��4.
r�4
155 ,tom' (g./
S S°- 2°i oo" F .
c -HW I.i U Fr<..CC
0
LOT 3, BLOCK 1, OF MLAMI SHORES BAY PARK ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 55, AT PAGE 33, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, AND THE FOLLOWING DESCRIBED
PORTION CF LOT 4, OF SAID BLOCK 1;
BEGIN AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE RUN SOUTH C.3'3197' EAST, ALONG TN': WESTERLY
LINE OF SAID LOT 4; THENCE RUN EASTERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, HAVING FOR ITS
ELEMENTS A RADIUS OF 2165.40 FEET AND A CENTRAL ANGLE OF 0095'53' FOR 10.00 FEET, SAID CIRCULAR CURVE
BEING THE SOUTHERLY LINE OF SAID LOT 4; THENCE RUN NORTH 06'31'17' WEST, PARALLEL TO ANL1 10.00 FEET
EASTERLY OF THE WESTERLY LINE OF SAD LOT 4, FOR 135.22 FEET TO A POINT ON THE NORTHERLY LINE CF SAID
LOT 4, SAID NORTHERLY LINE BEING A CIRCULAR CURVE; THENCE RUN WESTERLY ALONG THE ARC 3F A CIRCULAR
CURVE TO THE RIGHT, HAVING FOR ITS ELEMENTS A RADIUS OF 613.66 FEET AND A CENTRAL ANGLE OF 00'53'43' FOR
10.14 FEET TO THE POINT OF BEGINNING
BOUNDARY SURVEY
L '�°fsSn,hF1v I r
o5J
ka
-
—, c 4 w `
55, , y l�� 4-61
LoGA tL�TLH
e S = N. �•'
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DATE
2/08/94
OVER TAP NUT -
TO ACCEPT GALVANIZED 11-TREAD
4" ^' � " Q) RD HO
ANCHORS 4" INTO
EXiST. CONC. BEAM
(EXCEPT "0 THRU
BOLTS AT WD BM TO
WD BM CONNECTION)
J.C.A.
SEE FOOTING
DETAIL
ISSUED FOR PERMIT
3 HOOKED
ANCHOR BOLT - HDG
N.T.S.
" w w
REVISIONS
DESCRIPTION DATE
E
3 . O w
� I �
cc), NDAT
ROOF CAP SHEET AND SEAL
TO OVERLAP HORIZ. LEG
OF THE DRiP RAiL
DRiP RAIL PER
DADE QPL
2 "x 8" FASCIA
BOARD
4"
EXISTING STRUCTURE
N PLAN
BEAM HANGER DETAIL
AiL
SCALE: N.T.S.
HOT DiP GALVANIZED - MIN. -
THICKNESS iS 7 GAUGE
15' -6"
2'- 3 "X2'X3 "x1' -6"
CONCRETE FOOTING
Two REQUIRED
DESCRIPTION
12'-6"
SCALE: 1"= 4' -0"
2 3'4" 0
THRU BOLTS
FOR WD BM
DRAM BY
CHBC1(B'J BY
LI•N'BY
ME BY
,PROVED BY
r--
4 , 15
EACH WAY
DETAIL AT FASCIA
I I
SEE DETAIL
"D"
NAMES DATES
L. EZZO 11/17/9
P. T.N. 11/17/94
J.C.A 11/15/94
J. ALTHOFF
3/4 ROOF DECKING
FOR EXTERIOR EXPOSURE
N. .S.
1
3 "x 8" LOOKOUT (NAIL TO RAFTER & WD 3M
ON ONE END N FASCIA BOARD ON OTHER END)
NAIL DECK TO JOISTS WITH
GALV. 3d SCREW SHANK
NAILS P ER SF3C 2909.2
VIEW B -B
COLUMN FOOTING DETAIL,
ENGINEER OF RECORD:
0
o'
- T
R
t
0
z
z
0
w
ca
r
LL
SEE DETAIL
FOR BEAM HANGER
z
w
0
w
ro
" I
•
T
0
1.
R o '
1
� ro A
A4
0 ,
a- N
�
0 L`
R
WELD 3 SIDES
(TYPICAL)
V4
JOHN Ce A F .}
9830 PRIES BOULEVARD
PEMBROKE PINES, FL 33024
305) 433-2316
4.a
I 4' 5 SPACES AT 2' -0' = 10' -0"
FOR 3 "x 8" LOOKOUT RAFTERS
" 3' - O "
BM HANGER
ROOF FRAMING PLAN
MODIFIED BITUMEN ROOF SYSTEM
EM
MIN. ROOF COVERiNG PER SFBC 3401.7
f--
15' -6"
4 "x12" WOOD BEAM
> 3"x 8"
SLOPE AT 2:
FOR DRAINAGE
EXIST. PAVED AREA
REMOVE AS REVD
FOR NEW FOOTINGS
ELEVATION AT A -A
DE T Al L "D"
DBL 3 "x 8" RAFTER
EXISTING STRUCTURE
SCALE: 1"=
FILL COLUMN W1TH
LEAN CONCRETE
<4"x 4 "x 31+"
N.
,1 "0 HOLE
FOR 4 "0 BOLT
i
W'D RAFTERS - TY?.
SCALE: 1"=
SEE DETAIL "E" FOR
BEAM TO RAFTER CONNECTION
4 "X4 "xY4" RECT.
STEEL POST - HDG
SEAL:
L
A
EXIST. MASONRY
BLOCK WALL
4 "x12" WOOD BEAM
_._SEAM HANGER
t - - --
o
cv
EXIST. RAFTER
TRUSS
DECO 8 1994
•
N
NAIL 2 "x 4"
BRIDGING HERE
TWO ? "0 THRU
BOLTS W/ "0 HOLES
- r
4"x12" WOOD BEAM
(NOTE: WD GRADE IS
No.1 DENSE for BEAM)
John C. Althoff, R . "
�L L. Reg. 10
(
EXIST. RAFTER
TRUSSES N TY ?.
REMOVE EXiST. BARREL TILES.
RUN NEW FLASHING MiN. OF 12"
ON EXIST ROOF MEMBRANE. SEAL
AND REPLACE BARREL 11LE.
STRAP JOISTS TO EXIST CONCRETE
LEDGER BEAM - 11/2"x 18 GA. STRAPS:
4 — 1C/3 NAILS IN WOOD, 2 - 0.177"O
POWDER ACTUATED PiNS ■/ MIN.
PENETRATION OF 'Iv!" INTO CONCRETE
REQ'D UPLIFT - 700#
. 4'2
AT THE CORNER POST
-_
- rN j
t
—tN 'co
E I ER L.
MARK D.
ROAD NO.- COUNTY
DADE
FOUR 3s "0 THRU —
BOLTS W / "0 HOLES \.
;ie" STEEL SHOE
4"x4" X1/4" RECT.
STEEL EEL POST - HDG
LEGAL DESCRIPTION
LOT 3, BLOCK 1, OF MIAMI SHORES BAY PARK ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
BOOK 55, AT PAGE 33, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, AND 11-1E FOLLOWING DESCRIBED
PORTION OF LOT 4, OF SAiD BLOCK 1;
BEGIN AT THE NORTHWEST CORNER OF SAiD LOT 4; THENCE RUN SOUTH 08'31'17' EAST, ALONG THE WESTERLY
LINE OF SAID LOT 4; THENCE RUN EASTERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, HAVING FOR ITS
ELEMENTS A RADIUS OF 2165.40 FEET AND A CENTRAL ANGLE OF 00'15'53' FOR 10.00 FEET, SAiD CIRCULAR CURVE
BEING THE SOUTHERLY LINE OF SAID LOT 4, THENCE RUN NORTH 08'31'17' WEST, PARALLEL TO AND 10.00 FEET
EASTERLY OF THE WESTERLY LINE OF SAiD LOT 4 ., FOR 135.22 FEET TO A POINT ON THE NORTHERLY LiNE OF SAID
LOT 4, SAiD NORTHERLY LINE BEING A CIRCULAR CURVE; THENCE RUN WESTERLY ALONG THE ARC OF A CIRCULAR
CURVE TO THE RIGHT, HAVING FOR ITS ELEMENTS A RADIUS OF 648.66 FEET AND A CENTRAL ANGLE OF 00'58'43' FOR
10.14 FEET TO THE POINT OF BEGINNING
AREA OF NEW ROOF COVERING - 418.50 SF
4 "x 4 "x 1Yg "N0' -3"
GALV. ANGLE CLIP
Vi L \A C
1 N.E. 101ST STREET
MIAMI, FLORIDA 33138
-
aEAU' SHOE
PARKER AND
CARPENTER
PROJECT NO.
94-018
DETAIL
- -
8
1144" 6" 11/4"
N. ,.S.
S
1
r_r+
1—
1
■
AT THE 1N T ERMEDIA T E
POST
N.T.S.
TITLE:
L
EASTERLY LiNE /
OF LOT 4
3 "x 8" RAFTER
0
V2 "0 GALV. LAG
BOLT x 4" LG.
V2 "0 GALV. THRU
BOLT
4 "X 12" WD 3M
NOTES:
LOT 4
N 08 ° - 31'- 17 "W
135.19
155.15
LOT 2
LOT 3
.NE _1 �. AV =,NINE
LOT 3
LOT 4
CENERAL PLA\
__PROPOSED
C0M$; RUCT10N
LOT 4
LOT 2
LOT 1
0
PROJECT NAME:
ROOF DECK FOR EXTERIOR PATIO AREA
LOCATION SKETCH
L;ALt: N. f.5.
ADDRESS: 14.00 NE 101 STREET
MIAMI SHORES FL 33138
1. CONSTRUCTION AND MATERIALS TO COMPLY WITH THE 1994 SFBC.
REFER TO CHAPTERS 29 AND 34 FOR NAILING AND ANCHORAGES.
2. WOOD AND TIMBER TO BE SOUTHERN PINE, #2, P.T. FOR EXTERIOR
CONDITIONS. MINIMUM FLEXURAL STRENGTH IS `i1 = 1,000 psi, EXCEPT
AS NOTED OTHERWISE ON PLANS.
3. ALL STEEL AND FASTENERS TO BE HOT DiPPED GALVANIZED.
CONCRETE ANCHORS ARE ZiNC PLATED.
4, M1NiMUM REQUIREMENTS FOR STEEL ARE ASTM A -36. MINIMUM
REQUIREMENTS FOR WELDING MATERIAL iS E60XX.
i
5. WIND LOADS AND UPLIFT HAVE BEEN CALCULATED PER THE REQUIREMENTS
OF ASCE 7 -93. "MiNIMUVI DESiGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ".
BASE WIND VELOCITY IS ,110 MPH.
DRAWING NO.
EXPA T —001
STRUCTURAL
INDEX NO.
FILE: EX ?PA T1O.DWG
l
ii ` ���� l` 1 +,4 -+ r -1 r,. tC i- -) + �:, , ✓J:r L t
• ^, ° jl i <�. 1',�. -�w• � t i1 — Div n. • t - (. ` li i - - \l'
^ \v 1 i 1..1c a t ••••• 4.447/ SW ' 1 7 •V i' - tO ►J'te1 ,•V - i{�C t�{`rf , 1 .S.v+
(. J:.- 't.V 1•i , O .J4.. ,a.,r' Wt p C'� _uO . i.v - Yi()/ - '1•'> -
T.iKo,j, ,±.. c •r:•'
•
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— —
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4
t
,
4
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"S k..1
co;
c;, '-Ai..Wes. =- i .i. l_- ...+
• ; e r r. ..x , e.
,
•..•• es. : M;.,,. .
,.'•10•4:
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SKETCH OF sUUVBx
Lot 3 Block 1, MIAMI SHORES BAY
PARK ESTATBS, according to the Plat
thereof) recorded in Plat Book 55,
at page 83, of the tub1tc Records
of Dade County, Florida
Order X9341 Apr11 30, 1953
' I #, #201,8&9 Scales shown
1 HEREBY ClioTliqi T!hat the etttaohed
SKS CHI OF SURVEY of tho stove. des
aribed:` property is true and correot
to the best of my knowledge, ,and
belief as recently ' sutve Q4 ar + 4
platted under my dtp.Ovy #4 , Y . . 0,1 HARRY C. SCHWEBx4 i p4AoC A4
sA's..sb 4
By Harry p ✓. c we N's d
Regis ered Land.'
State of kriorirta
INC
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• LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY.
SIC ,\LE: 1" _ 0 0
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NOTES:
IF SHOWN. BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT tN THE DESCRIPTION OF THE PROPERTY.
IF SHOWN. ELEVATIONS ARE REFERRED TO N- G.V.D. OF 1929.
UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND /OR FolJNDA TIONS.
EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTHUMEN TS, IF ANY. AFFECTING THE PROPERTY.
THIS SURVEY IS SUBJECT TO DEDICATIONS. LIMITATIONS, RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD.
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New Wood Dock
Mr. Mark Carpenter
1400 N.E. 101st Street
DST
WRT
DAN
I WRT
oATE
11.19.97
Miami Shores, F.. 33198
SCALE
F. KEITH DOLLS P.E.
1 0
DWG NAME
CONS ILTMG ENCIIXICtIIRC
1400 -1
Port Royale Dr. N. 1712
FILE NAME
PI'. IMRAAI$, PL 33308
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(DOCK)
Scale: 1" = 20"
PROPERTY LINE
O
PLAN VIEW
(MAINTENANCE DREDGE)
Scale: 1" = 20"
D -5 ZONING
TRIANGLE
106.35'
60' EXISTING
SEAWALL
O
B I S C A Y N E B A Y
106.35'
60' EXISTI NG
SEAALL
AREA TO BE MAINTENANCE
DREDGED TO ELEV. —4.0
1•- -NEW WOOD /
DOCK
NEW GREENHEART
WOOD PILE (TYP.)
PROPERTY LINE
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NATURAL RESOURCES DIV
Vicinity Map
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Legal Description:
J.
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11 E.Pt '
SITE PLAN
Scale: 1" = 30'
Lot 3, Block 1, "MIAMI SHORES BAY PARK
ESTATES", according to the plat thereof
as Recorded in Plat Book 55, Page 33,
of the Public Records of Dade County,
FLORIDA.
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L 1.9.98 1 ADDED DREDGING
R MAINT. MO VED MOORING RED PI LES
R E V I S I O N S
N
_
gN P.
New Wood Dock
Mr.. Mark Carpenter
1400 N.R. 1O1tst Street
leant Shores. ?L. 33138
1NRT 1 W T
DATE
11.19.97
SCALE
1 0
F. KEITH JOLLS P.E.
CONSULT/NG C
3200 32� , .. Royale Dr. N. 041712
7T. 1 r .4`.' r. 33308
DWG NAME
1400 -1
FILE NAME
sf1
0
-
lrAllA11111111E1111114. A!
12' GREENHEART
DOCK PILE (TYP.)
M.H.W.
M.LW.
0
GREENHEART PILE
(EACH END)
3x10 SUBSTRINGER
EACH SIDE OF PILE
(EXCEPT END PILES)
EXISTING BERM
8' -0'
EXISTING
SEAWALL
TYP. DOCK CROSS SECTION
Scale: 1/4- - 1' -0"
1
GREENHEART PILE AT EACH
END (4' ABOVE DECK). 12x12
CONCRETE PILE (CUT BELOW
DECK)
J
LJ
/ (
BOLTS (TYP.) 2) 3/4 THRU
EDGE OF DOCK
& EXISTING SEAWAL
J
12' -0' ON CENTER
(TYP.)
1. 2x6 PRESSURE TREATED
DECKING FASTENDED WITH
(3) 16p NAILS.
2. 3x8 STRINGER 0 24-
ON CENTER MAX. (TYP.)
3. 3x10 SUBSTRINGER
EACH SIDE OF PILING
(EXCEPT END PILES)
4. (2) 3/4" GALVANIZED THRU
BOLTS
5. HURRICANE STRAP HUGHES
TWIST STRAP RT 1618,
UPLIFT CAPACITY = 1163 1b.
12x12 CONCRETE
PILE, CUT BELOW
DECKING (TYP.)
1 ,
OENTER UNE OF
j PILE (TYP.)
FRAMING PLAN VIEW
Scale: 1 /4" = 1' -0"
M.H.W. EL 1.75
PROPOSED
ELEV. -4.0
60'
16'
2x6 P.T. DECKING
FASTENDED WITH
3-16p NAILS
M.LW. EL -0.1 EXIST.
EL -2.9 BERM
APPROX. TIDE EL. 0.85
O 9:50 AM 12 11/97
MA.NANCE DREDGE SECTION_
Scale: 1/4" = 1' -0"
EDGE OF DOCK
& EXISTING SEAWALL
Elb
E4\_
-- 2x8 FACIA
BOARD
v
EL -1.75
(2) 3/4 THRU
BOLT (TYP.)
W
L
3x8 STRINGER 12 GREENHEART
(24.. 0.C. MAX) DOCK PILE (TYP.)
EXISTING
SEAWALL
5.0
4.0
3.0
2.0
1.0
0.0
- 1.0
-2.0
-3.0
-4.0
- 5.0
GENERAL NOTES:
ALL MATERIALS TO BE PRESSURE
TREATED PINE.
ALL FRAME WORK 1S #2 GRADE.
ALL HARDWARE TO BE HOT DIP
GALVANIZED.
DECK SURFACE #1 GRADE. 2x6 WITH
(3) 16p NAILS.
PIUNGS TO BE CUT 4' ABOVE DECKING
AND TRIMMED WITH 1x2 P.T. FURRING
STRIPS AND COPPER CAPS.
DRIVE PILES 10' INTO YIELDING MATERIAL
OR 6' INTO DENSE UMEROCK MATERIAL
L 1 1.9.98 1 ADDED R EM O VED MAMTM . DREDGING
PI LES
R E V I S I O N S
PROPERTY UNE
33'
NEW WOOD
DOCK
NEW GREENHEART
_ WOOD PILE (TYP.)
PLAN VIEW
(DOCK)
Scale: 1" = 20"
PROPERTY UNE
33'
0
N
0
0
PLAN VIEW
(MAINTENANCE DREDGE)
Scale: 1" = 20"
1
0
106.35'
A\ 40 .
0
O
B I S C A Y N E B A Y
106.35'
40'
-r-
0
0
PROPERTY UNE
o.
33'
PROPERTY UNE
33'
NEW WOOD
DOCK
AREA TO BE MAINTENANCE
DREDGED TO ELEV. —4.0
�— 0 -5 ZONING
TRIANGLE
/ r\-- NEW WOOD
1 MOORING PILE
;N • : -� �. �� � .��` gai DescripticL:
-1�- } ;t.a . lll' '' �� o f 3. Block 1, "MIAMI SHORES BAY PARK
B I S C A Y N E B Ai Y atN _ _ � � ESTATES", according to the plat thereof
____T :." Recorded in Plat Book 55, Page 33.
of the Public Records of Dade County, FLORIDA.
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Vicinity Map
Location Sketch
Not To Scale
N
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s
o � 2 ` .�rt 11 r , �.- 1 1�T
- 1s KtTu►�.►ic. Yawl ,
.L8'.5I" 106.56 ($ NO e = 215.'W
Do cyC
_ 7 E IC r sr
A� f 1� �
DERI
MAY 14 1958
6,1ATURAL RESOURCES Dl
L01 3
CNO%•u 1L 4nr.tiG.
1.1 et - 2 " r0 " te.
L
5.6.98' CENTER /SHORTEN DOCK x 20'
REMOVE (1) MOORING PILE
0 213.98 1 REV. MAINT. DREDGING
ADDED MOORING PILES
1.9.98 I
R E V I S I O N S
ADDED MAINT. DREDGING
REMOVED MOORING PILES
100.
SITE PLAN
Scale: 1" = 30'
1
I
U
34
- 76
New Wood Dock
Mr. Mark Carpenter
1400 N.E. 101st Street
Miami Shores, FL. 33138
F. KEITH JOLTS P.E.
CONSULTING ENGIING
3200 Port Royale Dr. N. #712
Ft. r ► � �:E. FL 33308
DSN DMti
WRT WRT
DATE
1 1.19.97
SCALE
10
DWG NAME
1400 -1
FILE NAME
sfi
Si4T-1-CF 2
1
New Wood Dock
Mr. Mark Carpenter
1400 N.S. 101st Street
Miami Shores. 9L 35138
WR DSN
T
DM
WRT
DATE
11.19.97
SCALE
10
F. Kum JOLLS P.B.
CONSULTING ENGINEERING
3200 Part Royals Dr. N. #712
Fr. FL 3.33oa
DWG NAME
1400 -1
FIE NAVE
sfi
--/ 7777 7 777 7 77777777
—2x8 FACIA
BOARD
PROPOSED
ELEV. —4.0
GREENHEART PILE
(EACH END)
3x10 SUBSTRINGER
EACH SIDE OF PILE
(EXCEPT END PILES)
20' 8'
M.H.W. EL 1.75
APPROX. TIDE EL 0.85
0 9:50 AM 12/11/97
EL —1.7
M.LW. EL. —0.1 EXIST.
EL —29 BERM
(2) 3/4" THRU
BOLTS (TYP.)
10' -0" ON CENTER
i
cr1 �1
ii
� J
-1- T"
MAINTENANCE DREDGE SECTION
Scale: 1/4 = 1' -0"
Iry
i
40'
12x12 CONCRETE
PILE, CUT BELOW
DECKING (TYP.)
CENTER LINE OF
PILE (TYP.)
FRAMING PLAN VIEW
Scale: 1/4" = 1' -0"
LJ
EXISTING
SEAWALL
� — (2) 3/4 THRU
BOLT (TYP.)
2x6 P.T. DECKING
FASTENDED !MTh
3-16p NAILS
5.0
4.0
3.0
2.0
1.0
0.0
—1.0
—2.0
-3.0
—4.0
— 5.0
M.H.W.
M.LW.
L_
TYP. DOCK CROSS SECTION
Scale: 1/4" = 1' -0"
EDGE OF DOCK
& EXISTING SEAWALL
3x8 STRINGER
(24' 0.C. MAX)
8' -0"
12" GREENHEART
DOCK PILE (TYP.)
11 AY 1 4 1998
DERIVE
NATURAL RESOURCES LDIV
12" GREENHEART
DOCK PILE (TYP.)
GREENHEART PILE AT EACH
END (4' ABOVE DECK), 12x12
CONCRETE PILE (CUT BELOW
DECK)
- T J
EDGE OF DOCK
& EXISTING SEAWAL
1. 2x6 PRESSURE TREATED
DECKING FASTENDED WITH
(3) 16p NAILS.
2. 3x8 STRINGER 0 24"
ON CENTER MAX. (TYP.)
3. 3x10 SUBSTRINGER
EACH SIDE OF PIUNG
(EXCEPT END PILES)
4. (2) 3/4" GALVANIZED THRU
BOLTS
5. HURRICANE STRAP HUGHES
TWIST STRAP RT 1618,
UPUFT CAPACITY = 1163 Ib.
GENERAL NOTES:
ALL MATERIALS TO BE PRESSURE
TREATED PINE.
ALL FRAME WORK IS #2 GRADE.
ALL HARDWARE TO BE HOT DIP
GALVANIZED.
DECK SURFACE #1 GRADE. 2x6 WITH
(3) 16p NAILS.
PIUNGS TO BE CUT 4' ABOVE DECKING
AND TRIMMED WITH 1x2 P.T. FURRING
STRIPS AND COPPER CAPS.
DRIVE PILES 10' INTO YIELDING. MATERIAL
OR 6' INTO DENSE UMEROCK MATERIAL
5.6.98 SHORTEN DOCK x 20'
REMOVE (t) MOORING PILE
2.13.98
REV. MAINT. DREDGING
ADDED MOORING PILES
ADDED MAINT. DREDGING
Q 1.9.98 REMOVED MOORING PILES
R E V I S I O N S J
New Wood Dock
Mr. Mark Carpenter
1400 N.E. 101st Street
Miami Shores, 1FL. 33138
DSN 1 DAN
WRT I WRT
DATE
11.19.97
SCALE
10
F. ICEITE JO= P.E.
CONSULTING 2:1
3200, • Royale Dr. N. (1712
FT 4i 4.. . - FL 33308
.11140
iiiii.galalla
DWG NAME
1400-1
FILE NAME
sfl
sTr....1.0f.a.
Al
•
OFF—SET
I tO
t
OFF—St.
PLAN VIEW
(DOCK)
Scale: 1 = 20'
PROPERTY UNE PROPERTY UNE
106.35'
PROPERTY LINE
PLAN VIEW
(MAINTENANCE DREDGE)
Scale: 20
D-5 ZONING
TRIANGLE
EXISTING
60'
/SEAWALL
0
BISCAYNE B A Y
106.35'
0
BISCAYNE
I.
--,-
L----NEW WOOD 7
DOCK
\ /
_
NEW GREENHEART
AREA TO BE MAINTENANCE
DREDGED TO ELEV. —4.0
WOOD PILE (T?? .)
PROPERTY LINE
t i-EXISTING
60'
1p2avit
l b JAN 1 if 1998
.DERM
NATURAL RESOURCES DIV.
1 Location Sketch
Not To Scale
ii-
DERM COASTAL SEC•ON'
PRPL;74:14A7 L
1 111111111111
Vicinity Map
Legal Description:
• p 1..4m!
( \
t 1 \ •
,".'• • •
cm 14. .s...G.
SITE PLAN
Scale: 1" = 30'
Lot 3, Block 1, "MIAMI SHORES BAY PARK
ESTATES". according to the plat thereof
as Recorded in Plat Book 55, Pace 33,
of the Public Records of Dade County,
FLORIDA.
Lot
sr
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ti
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11
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I
— o
—1
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6.4 Zt4E,'.5r I 06.5 (1z fr e•2t45- e
R EM O VED ADDED MA DREDGING
1 1.9.98 I
REVISIONS
New Wood Dock
Mr. Mark Carpenter
1400 N.B. ,101st, Street
mum' Shame. 11: 93138
wR
WRT
DATE
11.19.97
SCALE
10
F. I :3O=S P.E. '
CONSULTING =talon=
9 tr. • + xgele D . N. 8 12
ri
r -- . f ,_.
DWG NAME
1400 -1
FILE NAVE
sfl
SHT2_00
GREENHEART PILE
(EACH END)
2x8 FACIA
BOARD
3x10 SUBSTRINGER
EACH SIDE OF PILE
(EXCEPT END PILES)
ZYP. DOCK CROSS SECT1ON
8' -0"
Scale: 1/4" = 1' -0"
-s-- GREENHEART PILE AT EACH
END (4' ABOVE DECK). 12x12
CONCRETE PILE (CUT BELOW
DECK)
(2) 3/4" THRU
BOLTS (TYP.)
12' -0' ON CENTER
(TYP.)
EDGE OF DOCK
& EXISTING SEAWAL
1. 2x6 PRESSURE TREATED
DECKING FASTENDED WITH
(3) 16p NAILS.
2. 3x8 STRINGER 0 24'
ON CENTER MAX. (TYP.)
3. 3x10 SUBSTRINGER
EACH SIDE OF PIUNG
(EXCEPT END PILES)
4. (2) 3/4 GALVANIZED THRU
BOLTS
5. HURRICANE STRAP HUGHES
TWIST STRAP RT 1618,
UPUFT CAPACITY - 1163 lb.
r �
12x12 CONCRETE
PILE, CUT BELOW
DECKING (TYP.)
�- CENTER UNE OF
PILE (TYP.)
EDGE OF Dpi._:.
& EXISTING SEAWALL
v
60'
BM/6M PLAN VIEW
Scale: "1 /4" = 1' -0"
APPROX. 'TIDE EL 0.85
O 9:50 AM 12 11/97
2x6 P.T. DECKING
FASTENDED WITH
3-16p NAILS
B OLT (TYP.) U
MAINTENANCE DREDGE SECTION
Scale: 1 /4" = 1' -0"
3x8 STRINGER "- 12" GREENHEART
(24" 0.C. MAX) DOCK PILE (TYP.)
EXISTING
SEAWALL-- ..
4
.GENERAL NOTES:
ALL MATERIALS TO BE PRESSURE
TREATED PINE.
ALL FRAME WORK IS #2 GRADE.
ALL HARDWARE TO BE HOT DIP
T GALVANIZED. - - _ -
DECK SURFACE #1 GRADE. 2x6 WITH
(3) 16p NAILS.
PIUNGS TO BE CUT 4' ABOVE DECKING
. AND TRIMMED; WITH 1x2 P.T. FURRING
STRIPS AN COPPER CAPS.
DRIVE PILES 10' _INTO YIELDING MATERIAL
OR 6' DENSE UMEROCK MATERIAL.
s;
ADDED MAINT. DREDGING
1. 9 . 98 REMOVED MOORING PILES
R E. V 'I S =N S
W3230
.3 3/ 38
•
MAP OF BOUNDARY SURVEY
/J� �a fr �Q•
e4L'
a
0
n
o—
•
•
•
E
4,2 C0 Co So?—
ABBREVIATIONS
A - Arc Length
AG - Air Conditioner
A/9 - AA -M.01
NV_ - Adjacent
ASPK - Aapholt
B_CR_ - Brand County Record
B M_ - B.v fort
c_a - Catch Bain
C.BS_ - Control Block Struck-we
C_G - Cons Eos••••
C T_ - Calculated r..Ie Tro..rse
Cti - Chord
CM_ BRG_ - GNOrd Bearing
c.L - Cast on
CAL - Conant. feorernant
COL - Col
co. C_ - Ceno ie
(C) - Cacdoted
O.E - Ordrage Easement
O.U. AND ILE. n Oro eq. UtiGty Ord
Maintenance Easement
(D) - Cued or description
E/C - Edge of Curb
EL - elmation
Edqe of rot*,
ESf1T_ - Easement
E/P - Edge of Pavement
c E_ - Finish Floor
FWD_ - Found
P N,_ - Invert
LP_ - Yon Pipe
IR_ - Von Rod
L LE - Limited Aca'ss Er:eleernt
4F_ - Lowest Floor
LILL - take Maintenance Easement
YJ= - Mpwt.nence Easement
(V)
N.GV_D_ - Motional Geodetic Vertical Datum
M T_S_ - Mot to Scots
N-T_T_ - Mei end Ten rob
N/O - old and time
PAV•T. - Pavement
P_B - Plat Book
P_9_CR_ - Pam Beach County Record
• - Pont of Cunotw
P.C.P. - Permanent Control Point
PC. - Page
P_L - Point of Intersection
Point of Comw«ncerr ent
P.0.8L - Point of B.pn:'q
PR.0 - Pant of R..rse Curwtur.
P_RAAL - Permanent Reference monument
P._ Roden
Ro Range Overhang Easement
RR. - Wooers Point
R/lF - FC.)ht of toy
SEC - S.ciorl
5/r - Siar.aa
T/8 - Top e1 flank
T/C - Top of Owl"
T/G - Tap of Cutter
T/R - Top of Rock
T.O.P. - map of Pipe
Tlt'P - Township
• Typical
U.E. - Ub7tl. Easement
U. Act Het_ - Vtitity and Mointerwnce
Easement
LEGEND
Center Lin.
On tin.
Property tine
%trod Fence (err.)
Chan Link Fence (C.LF_)
001a
F Mrdrant F'x)
Merril. put. .
Catch eosin ( cya)
rim
bon R.os end Cep (�L2C -)
rood Power Pole
Concrete Power Pole
Pe natant Control Pont (P.C.P.)
Permanent Refer.n os Rema,nent (PRY)
slater Meter (WY)
Cl. O - T_V_ (CA T.V_)
Telephone (TELL)
Concrete
Eiietinq Elevation
CERTIFIED TO:
COLA, GLADYS AND ALVAREZ, ANN JULY
DUBOW 8c DUBOW, ATTORNEYS AT LAW
ATTORNEYS' TITLE INSURANCE FUND, INC.
WALL STREET MORTGAGE BANKERS, INC -, its successors and/or assigns, as their interests may
appear
1111111 t
20 15 10 5 0
WOOD
DOCK
DOCK
FOR FINANCING PURPOSES ONLY
CONC '
SEA WALL - -I
CONC
SEA WALL - �`;-.
02'48'51
R = 2165.4o'
L -- 106.36'
CH= 106.35'(M) g/
a 40
1
FND
DH
SCALE.:/ "=
1/2' FND
REBAR
NO ID
X x
CF
ONC
48.98'
to
T T T r 1 r -11
PORCH o ONE STY
C8 ; RCS
39.7 - :�
-, - �,1 11400 _
:;;TILES;
LOT
BLK i
POR770N
FND OF LOT 4
OH
5' CLF-
S
WALL
4' ,
„N M,
f j A = 00'/5'53"
1_I R= 214340'
1 L = 70100,
NOTES
O
5' CLF
155.15"C/tied))
NO57_ 9 00'
Mr/ .5X4.
CIS
OPEN vi-
P., -_
[ CT' - - -- 11
,
Cl
i
11-
n ,
�
- 1 - - 1 - nom- 111 -�11
26 S0837 1 1"W
" 137.04
es
508'31'17"E
135.22(i2
8.30'(1V)
corm". NOTES:
i,—
76.30'
35.70'
/S
REMAINDER
LOT 4 BLK l
- l1
- 77LE -1 , -- 1,1 - -T,1 .1-
COV
t
1 / , -74 - .��j
OR CH ,-PR /UFO
'; -WA Y
N
12.90'
Grs
017LI LY
/
.i SHED
Elnw•1•iMS short hereon are rote... need to Mt
Not'r+ne1 Geodetic Vertical Down 192t unless
otto,eis♦ steal_
Und*+enan t0 to tires, we not kleetif.ed nor
l cooed escort os May be indcsb• •en..w_
This shoes yb oe ene_sn 3 end riglut-
ce-•ur_ Ifni trop exist o0dtioed 1wb+cliews
emdlr anarrbtonwa alit• affect this ',sporty
teed lost>i ees penided ay Cfsiarit. s Wnr.
20.70'
LOT
$L It 1 WOOD
117711
POLE
43.
R
L =
LEGAL DESCRIPTTION:
LOT 3, BLOCK 1, MIA'vII SHORES BAY PARK ESTATES, ACCORDING TO THE PLAT THEREOF,
AS RECORDED IN PLAT BOOK 55, PAGE 83, OF THE PUBLIC RECORDS OF MIAMI -DADE
COUNTY, FLORIDA AND THE FOLLOWLNG DESCRIBED PORTION OF LOT 4, BLOCK 1;
BEGLN AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE RUN SOUTH 08° 31' 17"
EAST, ALONG THE WESTERLY LINE OF SAID LOT 4, 137.04 FEET TO THE SOUTH WEST
CORNER OF SAID LOT 4; THENCE RUN EASTERLY ALONG THE ARC OF A CIRCULAR
CURVE TO THE LEFT, HAVING FOR ITS ELEMENTS A RADIUS OF 2165.40 FEET AND A
CENTRAL ANGLE OF 00 °15' 53" FOR 10.00 FEET; SAID CIRCULAR CURVE BEING TIM
SOUTHERLY LI.NE OF SAID LOT 4; THENCE RUN NORTH 08° 31' 17" WEST, PARALLEL TO
AND 10.00 FEET EASTERLY OF THE WESTERLY LINE OF SAID LOT 4 FOR 135.22 FED 1 TO A
POINT ON THE NORTHERLY LINE OF SAID LOT 4, SAID NORTHERLY LINE BEING A
CIRCULAR CURVE; THENCE RUN WESTERLY ALONG THE ARC OF A CIRCULAR CURVE TO
THE RIGHT, HAVING FOR ITS ELEMENTS A RADIUS OF 648.66 FEET AND A CENTRAL ANGLE
OF 00° 53' 44:' FOR 10.14 FEET TO THE POINT OF BEGINNING.
273
111
25.00•
P.a
00534 ;
648.66'
10.14'
1/2" /PF
NO ID (�
(),'
v! O Q
7/2" FND
REBAR
NO ID
2 500 =�_
f�RE
YDRANT
1/7 /PE
NO ID
I O
I
C .
s,
O �Q d 0450:38"
11
17
R := 648.66'
rr L 55.02'
25 o aL.= 54 . 84 t9
par afnrr,�n erluf 7meroic , IN•110 P �t..>r} n*wf or If c•
rice . • Or PlIfrESSMIX suHriaRSyK w,ONI B► Iffal -t
PLOW* ltte cage 1MmWG 70 nova S1Att1eet
+..�... i
�i si ®- l• MIR
•
111.1LM 4 - 11.44.EUr ve . v
~IN AM WS 11114111 titierl.!)tf. SO
PUMA lAiiM farH[l11. AIW Mar ABM* arrest RAY or rr
or MN r.rwla► _b_rae+ oiler we or as( . „•, -_.'
= 04
= 648.66'
= 45.29'
CH= 45.28'0)
FND
NAIL
LOWEST LIVING FLOOR EL
GARAGE EL
HIGHEST ADJACENT EL = 5 7
LOWEST ADJACENT EL = S,
AND MRS. I\A t IK CAR PE NTE
1400 N. E.
ARCHITECT
1
ARCHITECTURAL:
CARRINGTON ARCHITECTS
DAVID CARRINGTON
3326 MARY STREET, SUITE 202
COCONUT GROVE, FL. 33133
(305) 461 -2222
(305) 461 -2427 FAX
A -1 SITE /ROOF PLAN
A -2 DEMOLITION FLOOR PLAN
A -3 FLOOR PLAN
A -4 ELEVATIONS
A -5 WALL SECTIONS
A -6 WALL SECTIONS
L^ _J
D)
101 t h STREET
STRUCTURAL:
S -1 FOUNDATION /FLOOR FRAMING PLAN
AND ROOF FRAMING PLAN
STRUCTURAL ENGINEER
COLVILLE + HODGETTS, INC.
DONALD HODGETTS, P.E.
5901 S.W. 74TH STREET, SUITE 409
SOUTH MIAMI, FL 33143
(305) 663 -8885
(305) 663 -9841 FAX
M.E.P
M -1
M -2
E -1
•
PLUMBING PLAN
A.C. PLAN
ELECTRICAL PLAN
M.E.P. ENGINEER
RPJ, INC.
CONSULTING ENGINEERS
RALPH PENA
4207 SALZEDO STREET
CORAL GABLES, FL 33134
(305) 441 -1523
(305) 567 -9476 FAX
OWNER
MR. AND MRS. MARK CARPENTER
1400 N.E. 101 STREET
MIAMI SHORES, FL. 33138
EXISTING 2.15' RETAINING WALL.
EXISTING CHAIN LINK FENCE.
PROPERTY LINE.
EXISTING CONCRETE DECK
EXISTING POOL.
EXISTING CHAIN LINK FENCE.
EXISTING DRIVEWAY TO REMAIN.
PROPERTY LINE.
0 = 2'48'51"
R = 2165.40'
3
0
= h
1
A= 4'5
A = 54.
R =648
CHORD
N81'16'
SITE /ROOF PLAN
SCALE: 3/32'
0' 5' 10'
20'
30'
B f SCAYNE BAY
NZ. 101 77'RZ T
Q = 4' 00' 00"
A = 45.29'
R = 648.66'
CHORD BEARING
N 86' 51' 04 " E
528'
1
N
EXISTING CHAIN LINK FENCE.
EXISTING A.C. TO BE
RELOCATED TO NEW LOCATION.
EXISTING CHAIN LiNK FENCE.
�-- PROPERTY LINE.
DOTTED HATCH INDICATES
NEW ROOF OVER EXISTING
GARAGE WALLS.
HATCH AREA INDICATES NEW
ADD ITION.
DADE COUNTY PRODUCTS
APPROVED FLAT CONC. ROOF TILES
TO MATCH EXISTING. ALL ROOF
SYSTEM ASSEMBLIES AND EVERY
ROOFING COMPONENT SHALL
COMPLY WITH THE METHODS AF
APPLICATION PRESCRIBED IN THE
ROOF SYSTEM ASSEMBLY
PRODUCTS CONTROL APPROVAL.
AS PER SECT. 34012 ANO 3401.4(13)
SF.B.C.
EXISTING DRIVEWAY TO REMAIN.
3
LOCATION MAP
N.T.S.
B f SCAYNE BAY
LEGAL DESCRIPTlON
N.E. 101 STREET
3
x
4
LOT 3, BLOCK 1, OF MIAMI SNORES BAY PARK ESTATES, ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 55, AT PAGE 83, OF THE PUBLIC
RECORDS OF DADE COUNTY, FLORIDA
11
LEGEND
12
= PROPERTY LINE
-- SETBACK LINE
= NEW ONE STORY ADDITION
GENERAL CONSTRUCTION NOTES
THE CONTRACTOR IS TO VISIT THE SITE AND VERIFY ALL EXISTING
BUILDING AND SITE CONDITIONS PRIOR TO SUBMITTING HIS PROPOSAL FOR
WORK SHOULD ANY DISCREPANCIES BE ENCOUNTERED, THE ARCHITECT/
ENGINEER IS TO BE NOTIFIED IN WRITING SEVEN (1) DAYS PRIOR TO
SUBMITTING HIS /HER BID.
2 TI-4E CONTRACTOR IS TO ACQUIRE ALL REQUIRED PERMITS FOR THE
CONSTRUCTION AND OCCUPANCY OF TI-4E PROJECT.
3 THE CONTRACTOR SHALL UTILIZE METHODS OF CONSTRUCTION WHICH
COMPLY WITH ALL APPLICABLE BUILDING CODES, STANDARDS AND
ORD INANCES.
4 THE CONTRACTOR IS TO PROVIDE ALL THE SUPPLEMENTAL MATERIALS
REQUIRED TO PROPERLY INSTALL, SUPPORT, BRACE AND SHORE ALL
BUILDING COMPONENTS WITHIN THE SCOPE OF THE PROJECT.
5 THE CONTRACTOE SHALL COORDINATE AND SCHEDULE THE WORK OF ALL
TRADES TO INSURE THAT ALL WORK IS COMPLETED IN A TIMELY,
WORKMANLIKE MANNER, COMPLYING WITH THE OWNER/CONTRACTOR AGREEMENT.
6 THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY
IF ANY DISCREPANCIES ARE ENCOUNTERED IN THE DRAWINGS AND FIELD
CONDITIONS. ANY DISCREPANCIES SHALL BE RESOLVED BY THE
ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK
1 THE CONTRACTOR SHALL REVIEW AND APPROVE ALL S1-10P DRAWINGS PRIOR
TO SUBMITTING FOR THE ARCHITECT /ENGINEER REVIEW.
8 FIXED GLASS AND OPERABLE WINDOWS WITHIN 24" OF FINISHED FLOOR
SHALL BE SAFETY GLASS.
9 REINFORCING STEEL: ASTM A -615, GR -60.
10 CONCRETE SHALL ACHIEVE 3000 P.S.I. IN 28 DAYS.
ALL WORK SHALL BE DONE AS PER THE SOUTH FLORIDA BUILDING CODE
(SF.B.C.) AND ANY OTHER APPLICABLE CODE.
CONTRACTOR TO VERIFY HEEL HEIGHT OF EXISTING WOOD RAFTERS WHERE NEW
ADDITION IS ATTACHED AND SHALL CONFIRM THAT NEW TRUSSES SHALL BE
MANUFACTURED TO ALIGN WITH EXISTING HEEL HEIGHT OF WOOD RAFTERS.
CONTRACTOR iS TO VERIFY THESE HEIGHTS PRIOR TO COMENSING ANY
CONSTRUCTION OR ORDERING ANY TRUSSES. CONTRACTOR SHALL NOTIFY
THE ARCHITECT OF ANY DISCREPANCIES.
C/\RRI NGTON
ARCHITECTS
3326 Mary Street
Coconut Grove,
Facsimile
Telephone
AA0002334
0
F
Q O
Q
z
COMM NO:
95156
REVISIONS:
Suite 202
FL. 33133
305 - 461 -2427
305 - 461 -2222
AR 0008135
DATE:
January 8, 1995
COPYRIGHT:
Drawings and specifications as
instruments of service are and shall
remain the property of the Architect
wether the project is executed or
not. They are not to be used by the
owner on other projects or exten -
sions to this project except by
written agreement and with
appropiate compensation to the
Architect. Drawings or prints shall not
be reproduced in any fashion
without Architects permission.
SITE /ROOF PLAN
A.1
DEMOLITION FLOOR PLAN
SCALE: 1/4'
0'
5'
10'
20'
N
REMOVE EXISTING WINDOW.
REMOVE EXISTING PARTITION AND DOOR AS INDICATED.
REMOVE EXISTING PLUMBING FIXTURES.
REMOVE EXISTING CONC. BLOCK WALL AS SHOWN.
REMOVE EXISTING WINDOW.
REMOVE EXISTING DOOR
REMOVE AND RELOCATE EXISTING DOOR AS REQUIRED.
REMOVE EXISTING STEPS.
EXISTING KITCHEN CABINETS TO BE REMOVED.
EXISTING GARAGE DOOR TO BE REMOVED.
EXISTING BEAM AND SIDE WALLS TO BE REMOVED.
EXISTING LOW WALL TO BE REMOVED AS SHOWN.
LEGEND
EXISTING WALLS TO REMAIN
EXISTING WALLS TO BE REMOVED
EXISTING LOW WALL TO REMAIN
EXISTING DOOR TO REMAIN
EXISTING DOOR TO BE REMOVED
CARRINGRDN
ARCHITECTS
3326 Mary Street
Coconut Grove,
Facsimile
Telephone
AA0002334
0
E
0
0
z
SEAL:
COMM NO:
95156
REVISIONS:
Suite 202
FL. 33133
305 -461 -2427
305 -461 -2222
AR 0008135
DATE:
January 8, 1995
COPYRIGHT:
Drawings and specifications as
instruments of service are and shall
remain the property of the Architect
wether the project is executed or
not. They are not to be used by the
owner on other projects or exten -
sions to this project except by
written agreement and with
appropiate compensation to the
Architect. Drawings or prints shall not
be reproduced in any fashion
without Architects permission.
DEMOLITION
FLOOR PLAN
A.2
DOOR SCHEDULE
2
LOCATION
WIDTH
HGT.
THK
TYPE
DOOR
MATERIAL
FRAME
MATERIAL
LABEL
CLOSER
REMARKS
A
GARAGE
16 -0"
1' -0"
PANEL
GALV.
STEEL
P.T. 2 X 6
WOOD
24 GA. GALV. AND PAINTED STEEL OVERHEAD
PANEL GARAGE DOOR
B
GARAGE
3' -0"
6' -8"
1 3/8"
SWING
S.C.
WOOD
C
YES
1 HOUR FIRE RATED.
C
DEN
2' -6"
6' -S"
1 3/8"
SWING
S.C.
WOOD
D
DEN
8' -0"
6' -8"
13/8"
BI -FOLD
LOUVER
WOOD
E
BATH 2
2' -6"
6' -8"
1 3/8"
SWING
S.C.
WOOD
F
KITCHEN
2' -0"
6' -8"
13/8"
SWING
S.C.
WOOD
Q
BATH H 1 MASER
2' -6"
6' -8"
13/8"
SWING
S.C.
WOOD
H
MASTER BEDROOM
2' -0"
6' -8"
13/8"
BI -FOLD
LOUVER
WOOD
1
CASTER CLOSET
2' -0"
6' -a"
13/8"
SWING
S.C.
WOOD
MASTER
BATH 1
2'-0"
GLASS
SHOWER DOOR AND SIDE PANEL TO BE
CATEGORY 2 TEMPERED SAFETY GLASS.
AS SELECTED BY OWNER
r
0'
f
0
EXISTING
BATH 3
FLOOR PLAN
SCALE: 1/4' - r-o"
5'
EXISTING
BEDROOM
0
EXISTING
BEDROOM
EXISTING
CLOSET
10'
XX
XX
EXISTI \IG
CLOSET
J
20'
r
EXISTING
LIVING ROOM
N
4'
8' -0" HIGH
SOFFIT ABOVE.
fi
. L
O
2'
-- 4
in
in
EXISTING
FAMILY ROOM
•EL. +0' -0"
3' -8"
3 - 6 "
2' -8"
4'
_
m
v
1' -1"
A.5
•
\i
3' -6"
NEW 2 CAR
GARAGE
21' -4"
A.4
MASTER
BEDROOM
MASTER
CLOSET
8'
LAUNDRY
•EL. +0' -0"
r
— A.C. ° p
2'-4"
s, s.
• :!•:wi:l.l��ili .:.!i w.�i...� ... ...........'P .�i �.'.D'.4 �y ... . T � w ��
? wl i. All d�!@ �!.l....... c.......... ....w............:.!.!.!.!.lc.. •..lAl1i!:li.9
0
REMOVE EXISTING WINDOW AND REPLACE
WITH CONC. MASONRY. STUCCO FINISH TO
MATCH EXISTING.
REMOVE EXISTING WINDOW AND REPLACE
WITH CONC. MASONRY. STUCCO FINISH TO
MATCH EXISTING.
"5 w/ 30" SPLICE TOP AND BOTTOM IN
FILLED CELL. SEE ELEVATION ON SHEET A.4
RELOCATED WINDOW. SEE ELEVATION ON
SHEET A.4
p5 w/ 30" SPLICE TOP AND BOTTOM IN
FILLED CELL. SEE ELEVATION ON SHEET A.4
DASHED LINE INDICATES ROOF OVERHANG
ABOVE.
1 HOUR FIRE RATED DOOR WITH AUTOMATIC
CLOSER AND FRAME ASSEMBLY. AS PER
SECT. 1503.1 (3) SF.B.C.
1 HOUR FIRE RATED PARTITION AS PER SECT.
1503.1 (B) SF.B.C. SEE WALL SECTIONS AS
INDICATED.
4 STEPS e 6 5/8" EACH = 2' -2 1/2"
PROVIDE A TOTAL OF 120 SQ. IN. OF VENT
OPENINGS W/ NYLON MESH SCREEN ON
GARAGE DOOR AS PER SECT. 1506.1 S.F.B.C.
PROVIDE NEW 2 X 6 P.T. WOOD DOOR JAMBS
W/ 1/2" DIA. STEEL ANCHOR BOLTS a 24" O.C.
STARTING 6" APP. (TYP.)
PROVIDE SIGN TO READ: "DANGER: DO NOT
OPERATE ENGINES WITH DOOR CLOSED.
CARBON MONOXIDE EMISSION IS LETHAL."
NEW GARAGE DOORTO BE SELECTED BY
ChNER AND TO BE INSTALLED AS PER DADE
COUNTY NOTICE OF ACCEPTANCE.
LEGEND
1
0
• STEP SYMBOL.
• TIE COLUMN SYMBOL
TIE COLUMN NUMBER
6ECTIGN NUMBER
SHEET NUMBER
ELEVATION NUMBER
A.5
SHEET NUMBER
• EXISTING 8" CONC. BLOCK WALLS
TO REMAIN.
• EXISTING 4" PARTITION TO REMAIN
• NEW 8" CONC. BLOCK WALL
• NEW 2 X 4 WOOD STUDS s 24"
O.C. WITH I/2" DRYWALL FINISH ON
EACH SIDE. PROVIDE DUROCK
FINISH AT ALL WET AREAS.
• NEW 1 HOUR FIRE RATED PARTITION
WITH 5/8" TYPE "X" GYPSUM
WALLBOARD ON EACH SIDE AND 2
X 4 WOOD STUDS e 24" O.C. AS
PER SECT. 1503.1 (B)
• NEW CONC. TIE COLUMN.
SEE FOUNDATION PLAN ON
SHEET S.1
• DOOR NUMBER
• EXISTING DOOR TO REMAIN
• EXISTING WINDOW TO REMAIN
• WALL SECTION SYMBOL
• ELEVATION SYMBOL
CARRI NGION
ARCHITECTS
3326 Mary Street
Coconut Grove,
Facsimile
Telephone
AA0002334
0
z
SEAL:
COMM NO:
95156
DATE:
January 8, 1995
REVISIONS
Suite 202
FL, 33133
305 -461 -2427
305 -461 -2222
AR 0008135
COPYRIGHT:
Drawings and specifications as
instruments of service are and shall
remain the property of the Architect
wether the project is executed or
not. They are not to be used by the
owner on other projects or exten -
sions to this project except by
written agreement and with
approplate compensation to the
Architect. Drawings or prints shall not
be reproduced in any fashion
without Architects permission.
FLOOR PLAN
A.3
MR. AND MRS. MARK CARPENTER
Carrington Architects
Date Printed: 01/08/96
TOP OF TIE BEAM.
3/4" STEP
EXISTING FINISH FLOOR
GARAGE FINISH FLOOR
VENT BLOCK WITH 120
Q. IN. OF VENT
OPENINGS. AS PER SECT.
1506.1 SF.B.0
NEW ADDITION.
31
12
RELOCATED WINDOW.
1 NEW ROOF AND ROOF TRUSSES I
OVER EXISTING WALLS.
TOP OF EXISTING PLATE.
n.
GARAGE FINISH FLOOR
EXISTING ELECTRIC METER
LOCATION TO REMAIN.
1111 1111 .:. :6: y: m.:, d
,A:, 1111: ,:-:u
:::,:,::;:
w: - :,p, :: , : ::i,: um n,u(....A. . - :�
:: ,I,m, n r4r.- , ,,.nmrtey mmer. -
,: :u :n:u,i :: u, n :u::::u:n :i.A":,. :n :u:,,:u:n: _::n:u
.1... ; 1 .1....1 .... n:... n.:::^.:_:,:: ,•:::...,n..n :u :f.' :::,.... ...:- ..: : :,,
,: t.. ,: : f, A,:.:::::.:: l,: : : : :
t
1
....
•
....
' / /'; ///
, : -: ,, n+v , >• , n+m`+0: �+•V
L ". 1 l" 1 . i l
, :,i : 1111 op:c,n,:i:: :���: :,,,:n,:,:.i:,,,, 1111
/ //'
4 '5 W/ 30" SPLICE TOP AND
BOTTOM IN FILLED CELL.
FRONT ELEVATION
SCALE: 114'
0
"5 x3'- 0 "W/30 "SPLICE AND
EPDXY 6" EMBEDMENT INTO
EXISTING TIE BEAM.
2 - 2" X 4" P.T. WOOD NAILERS
ATTACHED TO EXISTING TIE
BEAM \.»m 1/4" PIA. X 3"
TAPCON a 12" O.C. COUNTER
SUNK SET IN CONT. SEALANT
BED. BOTTOM P.T. 2" X 4" TO
BE ATTACHED TO TOP 2" X 4"
WITH 10d NAILS m 6" O.C.
STAGGERED.
BOTTOM OF EXISTING TIE BEAM.
EXISTING WINDOWS TO BE
REMOVED AND REPLACED
WITH CONC. MASONRY. STUCCO
FINISH TO MATCH EXISTING.
SEE DEMOLITION PLAN ON
SHEET A.2
4" CAST IN PLACE SILL W/ 2 "4.
EXISTING DOOR TO BE
REMOVED AND REPLACED
WITH CONC. MASONRY. STUCCO
FINISH TO MATCH EXISTING.
SEE DEMOLITION PLAN ON
SHEET A.2
"5 x 3' -0" W/ 30" SPLICE AND
EPDXY 6" EMBEDMENT INTO
EXISTING FOUNDATION.
NEW ADDITION.
5
10'
SIDE ELEVATION
SCALE: 1/4' - r -O'
0'
5'
12
13
10'
// /.,. . / /'i
20'
EXISTING FINISH FLOOR
20'
TOP of TIE BEAM.
GARAGE FINISH FLOOR
1
/ /
NEW GARAGE DOOR TO BE SELECTED BY
OWNER AND TO BE INSTALLED A8 PER DADE
COUNTY NOTICE OF ACCEPTANCE.
CARRIGI ON
ARCHITECTS
3326 Mary Street
Coconut Grove,
Facsimile
Telephone
AA0002334
SEAL:
Suite 202
FL. 33133
305 - 461 -2427
305 -461 -2222
AR 0008135
COMM N0:
95156
DATE:
January 8, 1995
REVISIONS:
COPYRIGHT:
Drawings and specifications as
instruments of service are and shall
remain the property of the Architect
wether the project is executed or
not. They are not to be used by the
owner on other projects or exten -
sions to this project except by
written agreement and with
appropiate compensation to the
Architect. Drawings or prints shall not
be reproduced in any fashion
without Architects permission.
A .4
c4Itr.
'/'
//z;/./ //I /.
> - / ///
/ /'
/
/
//
" /
/4%7/
'
TOP OF TIE BEAM.
3/4" STEP
EXISTING FINISH FLOOR
GARAGE FINISH FLOOR
VENT BLOCK WITH 120
Q. IN. OF VENT
OPENINGS. AS PER SECT.
1506.1 SF.B.0
NEW ADDITION.
31
12
RELOCATED WINDOW.
1 NEW ROOF AND ROOF TRUSSES I
OVER EXISTING WALLS.
TOP OF EXISTING PLATE.
n.
GARAGE FINISH FLOOR
EXISTING ELECTRIC METER
LOCATION TO REMAIN.
1111 1111 .:. :6: y: m.:, d
,A:, 1111: ,:-:u
:::,:,::;:
w: - :,p, :: , : ::i,: um n,u(....A. . - :�
:: ,I,m, n r4r.- , ,,.nmrtey mmer. -
,: :u :n:u,i :: u, n :u::::u:n :i.A":,. :n :u:,,:u:n: _::n:u
.1... ; 1 .1....1 .... n:... n.:::^.:_:,:: ,•:::...,n..n :u :f.' :::,.... ...:- ..: : :,,
,: t.. ,: : f, A,:.:::::.:: l,: : : : :
t
1
....
•
....
' / /'; ///
, : -: ,, n+v , >• , n+m`+0: �+•V
L ". 1 l" 1 . i l
, :,i : 1111 op:c,n,:i:: :���: :,,,:n,:,:.i:,,,, 1111
/ //'
4 '5 W/ 30" SPLICE TOP AND
BOTTOM IN FILLED CELL.
FRONT ELEVATION
SCALE: 114'
0
"5 x3'- 0 "W/30 "SPLICE AND
EPDXY 6" EMBEDMENT INTO
EXISTING TIE BEAM.
2 - 2" X 4" P.T. WOOD NAILERS
ATTACHED TO EXISTING TIE
BEAM \.»m 1/4" PIA. X 3"
TAPCON a 12" O.C. COUNTER
SUNK SET IN CONT. SEALANT
BED. BOTTOM P.T. 2" X 4" TO
BE ATTACHED TO TOP 2" X 4"
WITH 10d NAILS m 6" O.C.
STAGGERED.
BOTTOM OF EXISTING TIE BEAM.
EXISTING WINDOWS TO BE
REMOVED AND REPLACED
WITH CONC. MASONRY. STUCCO
FINISH TO MATCH EXISTING.
SEE DEMOLITION PLAN ON
SHEET A.2
4" CAST IN PLACE SILL W/ 2 "4.
EXISTING DOOR TO BE
REMOVED AND REPLACED
WITH CONC. MASONRY. STUCCO
FINISH TO MATCH EXISTING.
SEE DEMOLITION PLAN ON
SHEET A.2
"5 x 3' -0" W/ 30" SPLICE AND
EPDXY 6" EMBEDMENT INTO
EXISTING FOUNDATION.
NEW ADDITION.
5
10'
SIDE ELEVATION
SCALE: 1/4' - r -O'
0'
5'
12
13
10'
// /.,. . / /'i
20'
EXISTING FINISH FLOOR
20'
TOP of TIE BEAM.
GARAGE FINISH FLOOR
1
/ /
NEW GARAGE DOOR TO BE SELECTED BY
OWNER AND TO BE INSTALLED A8 PER DADE
COUNTY NOTICE OF ACCEPTANCE.
CARRIGI ON
ARCHITECTS
3326 Mary Street
Coconut Grove,
Facsimile
Telephone
AA0002334
SEAL:
Suite 202
FL. 33133
305 - 461 -2427
305 -461 -2222
AR 0008135
COMM N0:
95156
DATE:
January 8, 1995
REVISIONS:
COPYRIGHT:
Drawings and specifications as
instruments of service are and shall
remain the property of the Architect
wether the project is executed or
not. They are not to be used by the
owner on other projects or exten -
sions to this project except by
written agreement and with
appropiate compensation to the
Architect. Drawings or prints shall not
be reproduced in any fashion
without Architects permission.
A .4
1_1I1h11111111111111I1111
•wi iikwzo d•
SLOPE 2"
TOTAL
SLOPE 3 : 12
TO MATCH EXISTING
VERIFY.
SCALE: 1 1/2• - r -o•
SECTION THROUGH
GARAGE DOOR
1 1
DADE COUNTY PRODUCTS
APPROVED FLAT CONC. ROOF TILES
TO MATCH EXISTING. ALL ROOF
SYSTEM ASSEMBLIES AND EVERY
ROOFING COMPONENT SHALL
COMPLY WITH THE METHODS AF
APPLICATION PRESCRIBED IN THE
ROOF SYSTEM ASSEMBLY
PRODUCTS CONTROL APPROVAL.
AS PER SECT. 34012 AND 3401.4(8)
S.F.B.C.
54 8" EXT. GRADE PLYWOOD SWEATING
W/ 10d NAIL 4" * EDGES AND 6"
INTERMEDIATE SUPPORTS. (TYPICAL)
USE SIMPSON ETA 16/7552 HURRICANE
STRAP UJ/ 6 -10d X 1 I/2" NAILS. UPLIFT
CAPACITY 810 PRODUCT
ACCEPTANCE NO. 93- 0828.8 (92)
NEW PRE ENGINEERED WOOD
TRUSS.
26 GA. MTL. FLASHING.
1 X 6 WOOD FASCIA TO MATCH
EXISTING.
5/8" EXTERIOR GRADE
PLYWOOD UJ/ A 4" X CONT.
ATTIC VENT.
RB -1 8" X 18" ROOF BEAM
W/2 -"5T4B
(HOOK TOP 4 BOTTOM BARS.)
W/ 1 3 STIRRUPS 6 O.C.
STUCCO FINISH TO MATCH EXISTING.
5 48" THICK TYPE "X" DRYWALL ON
344" FURRING.
2 X 6 P.T. WOOD HEADER ATTACHED
WITH 1/2" DIA. EXPANSION ANCHORS
WITH 2 1/4" MIN. EMBEDMENT.
EXPANSION ANCI -4ORS SHALL BE
INSTALLED AT A MAX. OF 6" FROM
ENDS AND AT A MAX. OF 6" FROM
EACH SIDE OF THE TOP POST
ATTACHMENT TO THE HEADER AND
SPACED AT A DISTANCE NOT TO
EXCEED 24" O.C.
HATCH AREA INDICATES EXISTING
CONSTRUCTION TO REMAIN.
EXISTING 8" CONC. BLOCK WALL TO
REMAIN.
24 GA. GALVANIZED AND PAINTED STEEL
GARAGE DOOR WITH DADE COUNTY
PRODUCTS APPROVAL.
PROVIDE A TOTAL OF 120 SQ. IN. OF VENT
OPENINGS W/ NYLON MESH SCREEN ON
GARAGE DOOR AS PER SECT. 1506.1
SF.C.B.
EXISTING ASPHALT DRIVEWAY TO REMAIN.
14 2" EXPANSION JOINT.
TE -8 TURN DOUJN EDGE 8" X CONT. X 8"
DEEP W/2 • 1 4 CONT.
4" CONC. SLAB OVER 6 MIL
VAPOR BARRIER W/ UJUJF
6 "X6 "W 1.4XW1.4ONWELL
COMPACTED FILL.
EXISTING WALL FOOTING TO REMAIN.
SLOPE 3:12
TO MATCH EXISTING
VERIFY.
WALL SECTION THROUGH
EXISTING GARAGE WALL
SCALE: 11/2• as 1
ANL
HATCH AREA INDICATES EXISTING
CONSTRUCTION TO REMAIN.
DADE COUNTY PRODUCTS
APPROVED FLAT CONC. ROOF TILES
TO MATCH EXISTING. ALL ROOF
SYSTEM ASSEMBLIES AND EVERY
ROOFING COMPONENT SHALL
COMPLY WITH THE METHODS AF
APPLICATION PRESCRIBED IN THE
ROOF SYSTEM ASSEMBLY
PRODUCTS CONTROL APPROVAL.
AS PER SECT. 34012 AND 3401.4(8)
S.F.B.C.
WOOD 2 X 4 TOP PLATE.
54 8" EXT. GRADE PLYWOOD SWEATING
W/ 1061 NAIL a 4" EDGES AND 6"
INTERMEDIATE SUPPORTS. (TYPICAL)
1 HOUR FIRE RATED PARTITION WITH
5/8" TYPE "X" GYPSUM WALLBOARD
ON EACH SIDE AND 2X4WOOD
STUDS m 24" O.C. AS PER SECT. 1503.1
(B) SF.B.C.
WOOD 2 X 4 BOTTOM PLATE.
NEW PRE ENGINEERED WOOD
TRUSS.
26 GA. MIL. FLASHING.
1 X 6 WOOD FASCIA TO MATCH
EXISTING.
5/8" EXTTERIOR GRADE
PLYWOOD W/ A 4" X CONT.
ATTIC VENT.
51MPSON T852 SEAT.
USE TWO) SIMPSON MT516 TWIST
STRAPS W/5 • 1061 X 1 1/2" NAILS PER
STRAP 4 3 HILTI DS 42P10 P.A.F. PER
STRAP. UUPLIFT CAPACITY = 2 X 120
14401 PFRODUCTS ACCEPTANCE NO.
93-0824.01
EXISTING TIE BEAM 4 BLOCK WALL TO
REMAIN.
5 48" THICK TYPE "X" DRYWALL ON
3 44" FURRING.
1 HOUR FF /RE RATED DOOR WITH
AUTOMATIC CLOSER AND FRAME
ASSEMG LY. AS PER SECT. 1503.1 (3)
4" CONCRETE CAP
8" CONC. BLOCK
TERMITE SHIELD.
4" CONCRETE CAP.
19 TRW66 TYPE JOINT
REINFlORCING AT 16" O.C.
POURP.ED CONCRETE STAIRS.
4" CONC. SLAB OVER 6 MIL
VAPOR BARRIER W/ UJUJF
6 "X16 "W 1.4 X U1 1.4 ON WELL
COMPACTED FILL.
WF - 24i 24" X CONT. X 10" DEEP
W/3 "55 CONT. TOP OF NEW
FOOTING TO EQUAL TOP OF
EXISTrING FOOTING.
SECTION THROUGH
GARAGE STEPS
SCALE 1 1/2' ■ r-o'
II III III III III
DADE COUNTY PRODUCTS
APPROVED FLAT CONC.
ROOF TILES TO MATCH
EXISTING. ALL ROOF SYSTEM
ASSEMBLIES AND EVERY
ROOFING COMPONENT SHALL
COMPLY WITH THE METHODS
AF APPLICATION
PRESCRIBED IN THE ROOF
SYSTEM ASSEMBLY
PRODUCTS CONTROL
APPROVAL. AS PER SECT.
34012 AND 3401.4(8) S.F.B.C.
54 8" EXT. GRADE PLYWOOD
SWEATING W/ 1061 NAIL ,s 4"
EDGES AND 6" AT
INTERMEDIATE SUPPORTS. TYP.
EXISTING BEAM TO REMAIN.
NEW PRE ENGINEERED WOOD
TRUSS.
" THICK TYPE "X" DRYWALL.
CARRI NG lUN
ARCHITECTS
3326 Mary Street
Coconut Grove,
Facsimile
Telephone
AA0002334
Suite 202
FL, 33133
305-461-2/.27
305- 461 -2222
0
z
COMM NO:
95156
DATE:
January 8, 1995
REVISIONS:
AR 0008135
COPYRIGHT:
Drawings and specifications as
instruments of service are and shall
remain the property of the Architect
wether the project is executed or
not. They are not to be used by the
owner on other projects or exten -
sions to this project except by
written agreement and with
approplate compensation to the
Architect. Drawings or prints shall not
be reproduced in any fashion
without Architects permission.
WALL SECTIONS
A.5
HATCH AREA INDICATES EXISTING
CONSTRUCTION TO REMAIN.
EXISTING BEAM TO REMAIN.
P.T. WOOD 2 X 4 TOP PLATE.
I HOUR FIRE RATED PARTITION WITH
5/8" TYPE "X" GYPSUM WALLBOARD
ON EACH SIDE AND 2 X4WOOD
STUDS 24" O.C. AS PER SECT. 1503.1
(B) SF.B.C.
P.T. WOOD 2 X 4 BOTTOM PLATE.
BASE TO MATCH EXISTING.
4" CONCRETE CAP.
8" CONC. BLOCK
2 X 4 P.T.
TERMITE SHIELD.
4" CONCRETE CAP.
GRADE
"9 TRUSS TYPE JOINT
REINFORCING AT 16" O.C.
12" CONC. BLOCK
EXPANSION JOINT.
4" CONC. SLAB OVER 6 MIL
VAPOR BARRIER W/ WWF
6" X 6" W 1.4 X W 1.4 ON WELL
COMPACTED FILL.
WF -24 24" X CONT. X 10" DEEP
W/3 "5 CONT. TOP OF NEW
FOOTING TO EQUAL TOP OF
EXISTING FOOTING.
N
I I I I I I 1 1-1 I I
11I
III
1 HOUR FIRE RATED
GARAGE PARTITION
SCALE:11 /2' .1
111
SLOPE 2"
TOTAL
DADE COUNTY PRODUCTS
APPROVED FLAT CONC. ROOF TILES
TO MATCH EXISTING. ALL ROOF
SYSTEM ASSEMBLIES AND EVERY
ROOFING COMPONENT SHALL
COMPLY WITH TI-4E METHODS AF
APPLICATION PRESCRIBED IN THE
ROOF SYSTEM ASSEMBLY
PRODUCTS CONTROL APPROVAL.
AS PER SECT. 34012 AND 3401.4(15)
SF .B.C.
'/e" EXT. GRADE PLYWOOD
SHEATING W/ I0d NAIL 4"
e EDGES AND 6" AT
INTERMEDIATE SUPPORTS. TYP.
1/2" GYPSUM WALLBOARD CEILING.
WOOD TRUSS.
" THICK TYPE "X" DRYWALL.
P.T. 2 X 4 TOP PLATE.
1/2" GYPSUM WALLBOARD ON EACH
SIDE AND 2 X 4 WOOD STUDS 0 24"
O.C.
P.T. 2 X 4 BOTTOM PLATE.
BASE TO MATCH EXISTING. (TYP.)
NEW FLOOR JOIST AS PER FLOOR
FRAMING PLAN.
GRADE.
❖: ❖: ❖: ❖: ❖: ❖: ❖: ❖00:4 x ❖: ❖ \ : ❖0:40:4 : ❖: ❖:: • ❖ ❖: ❖: •
iii
SCALE: 11/2' -1
1 1 1
III
TYPICAL INTERIOR PARTITION
CARRE NG1ON
ARCHITECTS
3326 Mary Street
Coconut Grove,
Facsimile
Telephone
AA0002334
z
SEAL:
COMM NO:
95156
DATE:
January 199
y 1995
REVISIONS
Suite 202
FL, 33133
305 - 461 -2427
305 - 461 -2222
AR 0008135
COPYRIGHT:
Drawings and specifications as
instruments of service are and shall
remain the property of the Architect
wether the project is executed or
not. They are not to be used by the
owner on other projects or exten -
sions to this project except by
written agreement and with
appropiate compensation to the
Architect. Drawings or prints shall not
be reproduced in any fashion
without Architects permission.
WALL SECTIONS
A.6
CONCRETE FOOTING SCHEDULE
NO.
SIZE
REINFORCING
REMARKS
F 3' -0'
3' -0" X 3' -0" X 1' -0"
W/ 4- "4 E.W. T 4 B
(STARTER COLUMN)
TIE INTO EXISTING STRUCTURE
WF -18
16" X 10" X CONT.
W/ 2 - 41 5 CONT.
WALL FOOTING
WF -24
24" X 10" X CONT.
W/ 3 - "5 CONT.
WALL FOOTING
TE -8
8" X CONT. X 8" DEEP
W/ 2 - 4 '4 CONT.
THICKENED EDGE
CONCRETE COLUMN SCHEDULE
NO.
SIZE
VERTICAL REINFORCWG
REMARKS
(3
8" X 8" MIN
W/2 "5 VERTICAL 4 "3 r
(STARTER COLUMN)
TIE INTO EXISTING STRUCTURE
-
DRILLED 4 EPDXY GROUTED
6" MIN. 6 16" O.C.
/
8" X 12" MIN
W/4 - "5 AND 1 3 TIES 0 8" O.C.
31
BEAM SCHEDULE
NO.
8RE
REINFORCING
REMARKS
RB -1
8" X 18" MIN.
W/ 2 - "5 T 4 B CONT.
"3 STIRRUPS 9 6" O.C.
NOOK TOP AND
BOTTOM BARS
TB -1
8" X 12" MIN.
W/ 2 - "5 T 4 B CONT.
"3 STIRRUPS *12" O.C.
31
NET UPLIFT FOR COMPONENTS AND CLADDING
ZONE
10
20
50
100
200
500
1
42
41
38
31
31
31
2
89
82
61
61
61
61
3
89
82
11
61
61
61
4
48
45
42
41
40
31
5
61
51
52
48
42
31 -
FACE OF EXISTING
BLOCK WALL.
2 - P.T. 2" X 8"
3/4 D ANCHOR BOLTS
24" O.C.
6" MIN. EMBEDMENT.
NEW 12" CONC. BLOCK FOUNDATION
WALL W/ "9 TRUSS TYPE JOINT
REINFORCING AT 16" O.C. (TYP.)
DRILL 4 EPDXY GROUT 2 -
"5 X 2' -6" 6" MIN. INTO
EXISTING FOOTING.
NEW 8" CONC. BLOCK FOUNDATION
WALL W/ 1 9 TRUSS TYPE JOINT
REINFORCING AT 16" O.C. (TYP.)
LEDGER DETAIL
AT EXISTING BLOCK WALL
SCALE: 1 -1/2' - T -0'
`nenu■ai�■a■" ■e■a■■�ui
III BO
m
MY
v
WF -24
WF -16
F 3' -0"
v
WR -16 1
WF
24
.■=■ eae■■a■■■■u■■■r.
L III
WF -24
WF -I6
F 3' 0"
v
v
m
v
FOUNDATION PLAN
SCALE:1 /4' a T -0'
10'
TE -8
N
20'
NOTE: TOP OF NEW FOOTING = TOP OF EXISTING
NOTE: ALL COLUMN SPLICES TO ENE CLASS C U.ON.
NEW 8" CONC. BLOCK FOUNDATION
WALL W/ 41 9 TRUSS TYPE JOINT
REINFORCING AT 16" O.C. (TYP.)
2" X 10" FLOOR JOIST * 16" O.C.
(TYP.)
REMOVE EXISTING DOOR AND
REPLACE WITH CONC. MASONRY.
STUCCO FINISH TO MATCH
EXISTING. SEE ELEVATION ON
SHEET A.4
NEW 8" CONC. BLOCK FOUNDATION
WALL W/ "9 TRUSS TYPE JOINT
REINFORCING AT 16" O.C. (TYP.)
NEW 12" CONC. BLOCK FOUNDATION
WALL W/ 11 9 TRUSS TYPE JOINT
REINFORCING AT 16" O.C. (TYP.)
4" CONC. SLAB ON WELL
COMPACTED FILL W/ 6 X 6 W1.4
X W1.4 WWF. OVER 6 MIL VAPOR
BARRIER
DRILL 4 EPDXY GROUT 2 -
"5 X 2' -6" 6" MIN. INTO
EXISTING FOOTING.
NEW 8" CONC. BLOCK FOUNDATION
WALL W/ "9 TRUSS TYPE JOINT
REINFORCING AT 16" O.C. (TYP.)
3/4" STEP
VAL.Lt=Y SET TRUSS
MANUPACTURER TO
FURNISH CONNECT1c �o
EXISTING.
RL == 0.53 K/T
RD la 0.96 K/T
RW ((NET) _ -1.32 K/T
SEE NOTE 4
EXISTING CONC. BLOCK
WALIL AND TIE BEAM
TO REMAIN.
RL := 053 K/T
RD = 0.96 K/T
RW ((NET) _ -1.32 K/T
SEE; NOTE 2
RL 0125 K/T
RD 3 1.16 K/T
RU ((NET) _ -1.89 K/T
SEE: NOTE 3
STRUCTURAL FASCIA
REQUIRED. (TYPICAL)
ALL. PLYWOOD SHALL
BE 15/8" C -D OR C -C.
10d NAILS to 6" O.C.
(TYFPICAL)
ROOF FRAMING NOTES:
USE SIMPSON ETA 16/TSS2 HURRICANE STRAP W/ 6 -10d X 1 1/2
NAILS. UPLIFT CAPACITY = 810 LBS. PRODUCT ACCEPTANCE NO.
93-0828.8(92).
2 USE ONE SIMPSON ETA 14/7552 HURRICANE STRAP 4 ONE SIMPSON
ETAl4 STRAP UJ/ 5 -10d X 1 1/2 NAILS PER STRAP. UPLIFT CAPACITY
= 2 X 125 = 1,450 LBS. PRODUCT ACCEPTANCE NO. 93- 0828.8(92).
USE ONE SIMPSON ETA I8/TS62 HURRICANE STRAP 4 ONE SIMPSON
3 ETA IS STRAP UJ/ 1 -10d X 1 1/2 NAILS PER STRAP. UPLIFT
CAPACITY = 2 X 1,010 = 2,020 LBS. PRODUCT ACCEPTANCE NO.
93-0828.8(92).
USE TWO SIMPSON MTS 16 TWIST STRAPS. W/ 5 -10d X 1 1/2 NAILS
4 PER STRAP 4 3 HILTI DS 42P10 PAF. PER STRAP. UPLIFT
CAPACITY = 2 X 120 = 1,440 LBS. PRODUCT ACCEPTANCE NO.
93-0524.01
ROOF FRAMING PLAN
SCALE:1 /4' - T-0'
0
5'
10'
RL = 023 K/T
RD 2 0.42 K/T
RI) (NET) _ -0.61 K/T
SEE NOTE 1
20'
ri
GENERAL NOTES:
A. CONCRETE: Fc = 3000 PSI 6 28 DAYS.
SLUMP = 4" t 1"
B. REINFORCING STEEL: ASTM A615, GRADE 60.
C. WELDED WIRE FABRIC: ASTM 4185
D. WOOD FRAMING:
COMMON FRAMING: SOUTHERN PINE NO. I OR BETTER
Fb = 1200 P61
Fu = 90 PS I
E = 1,500,000 P61
PLYWOOD: gib" MIN. THICK PLYWOOD, PLACED WITI-4 FACE
GRAIN PERPENDICULAR TO SUPPORT.
P.T. WOOD: CCA TREATMENT WITH MIN.
RETENTION OF 0.4 "/FT
E. FOUNDATION: FOUNDATIONS WERE DESIGNED BASED ON AN ALLOWABLE
BEARING CAPACITY = 2000 PSF. I NAVE VISITED THE SITE
4 VISUALLY OBSERVED THE EXISTING SAND 4 ROCK SOIL
W1C1-4 13 CAPABLE OF SUPPORTING 2000 PSF.
3' -0" dip
ZONE 5
ZONE 4
ZONE 5
3 - 0 "
HATCH INDICATES EXISTING BEAMS
TO REMAIN.
OVERFRAMING TIE INTO
EXISTING ROOF FRAMING
WITH SIMPSON FHA STRAP
LIES 41 4' -0" O.C. MAX. WITH 6
-16d NAILS. SEE TRUSS
31-!OP DRAWINGS.
DASHED LINE
INDICATES EXISTING
ROOF LINE ABOVE.
A.5
EXISTING CONC. BLOCK
WALL AND TIE BEAM
TO REMAIN.
STRUCTURAL FASCIA
REQUIRED. (TYPICAL)
RL 0.16 K/T
RD = 028 K/T
RW (NET) _ -0.81 K/T
SEE NOTE 1
ROOF TRUSS DESIGN LOADS
LIVE LOAD = 20 PSF
DEAD LOAD = 35 P&P
WIND PER ASCE 1.93
1 =1.05
CATEGORY "C"
COLVILLE & HODGETTS, INC.
5901 S.W. 14TH STREET SUITE 409
SOUTH MIAMI, FLORIDA 33143
(305) 663 -8885 (FAX) 663 -9841
ERIC COLVILLE P.E. 40924 - DONALD HODGETTS P.E. ' 18553
CAItIZWG ION
ARCHITECTS
3326 Mary Street
Coconut Grove,
Facsimile
Telephone
AA0002334
0
SEAL:
Suite 202
FL. 33133
305-461-2/.27
305 - 461 -2222
AR 0008135
COMM NO:
95156
DATE:
January 8, 1995
REVISIONS:
!'
COPYRIGFfT:
Drawings and specifications as
instruments of service are and shall
remain the property of the Architect
wether the project is executed or
not. They are not to be used by the
owner on other projects or exten -
sions to this project except by
written agreement and with
approplate compensation to the
Architect. Drawings or prints shall not
be reproduced in any fashion
without Architects permission.
FOUNDATION/
FRAMING PLAN
S.1
PL,.M5I\C NOTES:
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE
AND WITH ALL APPLICABLE REGULATIONS.
B DRAWINGS: REFER TO ALL DRAWINGS FOR COORDINATION OF THE PLUMBING WORK
A.
• ARRANGE AND PAY FOR ALL PERMITS, LICENSES, INSPECTIONS AND TESTS. OBTAIN
THE REQUIRED CERTIFICATES AND PRESENT TO OWNER
D GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST
DEFECTIVE MATERIALS AND /OR IMPROPER WORKMANSHIP FOR A MINIMUM OF ONE YEAR
FOR MATERIAL AND LABOR
E ALL HORIZONTAL SANITARY PIPING SHALL SLOPE AT 1 i8 INCH PER FOOT MINIMUM, UNLESS
OTHERWISE NOTED.
2 PLUMBING FIXTURES: FIXTURES SHALL BE SELECTED BY OUJNER AND SHALL BE FURNISHED AND
INSTALLED BY THIS CONTRACTOR FIXTURES SHALL BE COMPLETE WITH DRAINS, TRAPS,
SUPPLIES AND ANY OTHER ACCESSORY REQUIRED, AND SHALL COMPLY WITH DADE COUNTY'S
LATEST WATER CONSERVATION REQUIREMENTS.
3 MATERIALS:
A PIPING:
a BOIL, WASTE AND VENT: SANITARY PIPE, PVC, DWV, SCHEDULE 40.
b DOMESTIC WATER: COPPER PIPE, TYPE L WITH SWEAT WROUGHT COPPER FITTINGS.
TYPE "M" IN CONCEALED SPACES 15 ACCEPTABLE. ISOLATE PIPING FROM CONCRETE
WITH INSULATING MATERIALS. ALL UNDERGROUND PIPING SHALL BE COATED WITH
TWO LAYERS OF BITUMASTIC COATING.
c PRESSURE AND TEMPERATURE RELIEF, AND DRAIN PAN LINES: COPPER TYPE "M ".
d CONDENSATE DRAIN: DUN PVC PIPE AND FITTINGS.
0
* i
j j
EXISTING
BATH 3
EXISTING
BEDROOM
r i
PLUMBING PLAN
SCALE: 1/4' - ,,_�•
5
EXISTING
BEDROOM
EXISTING
CLOSET
10'
i ...i
4 ALL AUTOMATIC ELECTRIC WATER HEATERS SHALL NAVE A STAND BY LOSS NOT TO EXCEED
THE REQUIREMENTS OF TI-4E LATEST STATE OF FLORIDA "ENERGY EFFICIENCY CODE FOR
BUILDING CONSTRUCTION ".
5 PIPING TEST AND DISINFECTIONS:
A TEST: ALL SANITARY AND DOMESTIC WATER SUPPLY PIPING SHALL BE TESTED FOR LEAKS
BEFORE PIPING 18 CONCEALED OR CONNECTED TO EQUIPMENT AND PLUMBING FIXTURES.
EXISTING
CLOSET
B DISINFECTION: ALL DOMESTIC WATER PIPING SHALL BE DISINFECTED BY INTRODUCING
A SOLUTION OF CALCIUM HYPOCHLORITE OF 50 PARTS PER MILLION OF CHLORIDE
AND AS PER AWWA STANDARDS.
VALVES: DOMESTIC WATER VALVES SHALL BE OF BRONZE BODY, SWEAT ENDS.
HOSE BIBBB: SHALL BE 3 /4 INCH ROUGH BRASS CONSTRUCTION WITH SHUT OFF VALVE AND
VACUUM BREAKER
CONTRACTOR SHALL COORDINATE EXACT LOCATION OF SANITARY AND DOMESTIC WATER
PIPING BEFORE STARTING ANY WORK NOTIFY ARCHITECT/ENGINEER OF ANY DEVIATIONS
FROM DESIGN DRAWINGS.
• � I
� , f
ij i
20'
N
EXISTING
LIVING ROOM
EXISTING R4 C. WATER
LINES IN CEILING SPACE.
EXISTING 4" SAN. BLDG.
DRAIN TO EXISTING
SEPTIC TANK
TIE -IN TO EXISTING.
1
w T
1
NEW 1/2" GAS LINE IN
CRAWL SPACE.
EXISTING
FAMILY ROOM
KITCHEN
J .z ,.
r 1
4
4
MASTER
BATH 1
MASTER
BEDROOM
NEW 2 CAR
GARAGE
MASTER
CLOSET
J t 1
EXISTING GAS METER AND
PRESSURE REGULATOR
TOTAL DEVELOPED
LENGTH = 88 FT.
NEW HOT AND COLD
WATER LINES IN CEILING.
TIE -IN TO EXISTING.
NEW LINES IN CEILING
SPACE.
TIE -IN to EXISTING.
TIE -IN To EXISTING GAS
LINE.
EXISTING 3/4" GAS LINE
(GALV. STEEL)
TIE -IN TO EXISTING GAS
LINE AND EXTEND TO NEW
COOKTOP.
EXISTING WATER HEATER
EXISTING 3/4"
TO GAS WATER
HEATER
(50,000 BTUH)
C4tS FIFINC1 ISOMETRIC
N.T.S.
TO EXISTING
BATHROOMS.
1 /2"
TO EXISTING
WATER HEATER
TIE -IN TO
EXISTING.
DO '
N.T.S.
EXISTING 4"
SANITARY
BLDG. DRAIN.
TIE -IN TO
EXISTING.
N.T.S.
TIE -IN TO
EXISTING.
ft's KSK
Ow
DW
1/2"
REF
11/2' i
LAV
1/2"
EG
1
WC
3/4"
BT
1/2"
1/2"
1/2"
EG
(2) LAV
EXTEND
EXISTING.
TIE -IN TO
EXISTING.
ST IC 1.U.4T=1' ISOM
TO EXIST. 1 1/2"
VTR
11/2 "
LAV
K.SK
W. co. WC
3"
2" TO EXIST.
WVTR
2 "
3"
W. Co.
BT
1 1/2"
3"
EXISTING 4"
W. co. SANITARY DRAIN.
SAN ITy/AIRY PIPINGS ISOM} -:T IC
NEW COOKTOP
(65,000 BTUH)
NEW 1/2" GAS LINE
IN CRAWL SPACE.
GAS METER
NEW DRYER
(35,000 BTUH)
3/4"
1/2"
1/2"
EXISTING 3/4" CW
1/2" HW LINES.
J 11 i NEW 2" VTR
3" TO EXIST.
3" VTR
r
TIE -IN TO
EXISTING.
ACcE1
(2) LAV
• TIC
WC
1 1/2" TO
EXIST. VTR
SH
II
RPJ, INC.
CONSULTING ENGINEERS
WC
4201 SELZEDO STREET
MIAMI, FLORIDA 33146
(305) 441 -1523 (FAX) 561 -9416
CARRINGTRDN
ARCHITECTS
3326 Mary Street
Coconut Grove,
Facsimile
Telephone
AA0002334
Suite 202
FL. 33133
305 - 461 -2427
305 - 461 -2222
AR 0008135
0
F
0
z
W
Z
W
CC
0
vi
O
z
REVIS
COMM NO
95156
DATE:
January 8, 1995
ONS:
vi
us
Z
COPYRIGHT:
Drawings and specifications as
instruments of service are and shall
remain the property of the Architect
wether the project is executed or
not. They are not to be used by the
owner on other projects or exten -
slons to this project except by
written agreement and with
appropiate compensation to the
Architect. Drawings or prints shall not
be reproduced in any fashion
without Architects permission.
PLUMBING PLAN
M.1
AIR DISTRIBUTION SCHEDULE
SYMB.
USE
TYPE
ACCES.
DESIGN, MFGR.
& MODEL NO.
OA
SUPPLY AIR
CEILING DIFFUSER
OBD
TITUS 250 -AA
0
SUPPLY AIR
SIDEWALL REGISTEROBD
TITUS 300 F
` ° Ii
Iii
I
EXISTING
H BATH 3
it
5'
EXISTING
BEDROOM
H.V.A.C. PLAN
SCALE' 1/4' • 1' -0'
'
Ij
iE
EXISTING
BEDROOM
10'
EXISTING
CLOSET
EXISTIN
CLOSE1
20'
EXISTING
LIVING ROOM
s
EXISTING BRANCH
DUCT TO BEDROOMS
(450 CFM)
1 CONNECT TO EXISTING
SUPPLY AIR DUCT.
NEW MAIN.
4" GALVANIZED
EXHAUST DUCT.
10" X 3 1/2" EXHAUST
DUCT TO WALL CAP.
N
DOUJN DRAFT
COOK TOr).
.
18' X 8"
EXISTING
FAMILY ROOM
{
t
KITCHEN
@ 16" )x 6'
WALL REG.
O 6" )X 4"
3001
1111/4Y —
\ /
/ Q
16'X6'
6" ) 4"
500►
1 WAY
n' )X 6"
nsa
WALL REG.
1 -22' X 6'
MASTER
;
x�) BATH 1
x,
�wdmA
L u
,.. 2........r
16'X6'
4 "•
11
"I •
NEW 2 CAR
GARAGE
MASTER
BEDROOM
16' X 6'
20" X 6"
4 "•
MASTER
CLOSET
LAUNDRY
..j
6'X4'
30•
IWAY
4 "4 EXHAUST Duct TO
EAVE CAP.
EXISTING
COMPRESSOR ON
CONC. PAD.
NEW REF. PIPES IN
' CRAWL SPACE.
4 "4 EXHAUST DUCT
TO EAVE CAP.
6'X6"
100•
1WAY
6' X 4"
30♦
1WAY
RELOCATE EXISTING
A.H.U. TO TI-11S
LOCATION.
FULL SIZE DISCHARGE
PLENUM.
THERMOSTAT.
VAC \O I
2
A.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE
AND WITH ALL APPLICABLE REGULATIONS.
B DRAWINGS: REFER TO ALL DRAWINGS FOR COORDINATION OF THE HVAC WORK
C ARRANGE AND PAY FOR ALL PERMITS, LICENSES, INSPECTIONS AND TESTS. OBTAIN
THE REQUIRED CERTIFICATES AND PRESENT TO OWNER
D GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST
DEFECTIVE MATERIALS AND /OR IMPROPER WORKMANSHIP FOR A MINIMUM OF ONE YEAR
FOR MATERIAL AND LABOR COMPRESSOR SHALL BE GUARANTEED FOR A MINIMUM OF 5 YEARS.
SHOP DRAWINGS: CONTRACTOR SHALL SUBMIT FOR APPROVAL, WITHIN 30 DAYS AFTER SIGNING
CONTRACT, A MINIMUM OF FIVE COPIES OF FULLY DESCRIPTIVE LITERATURE, INCLUDING BUT NOT
LIMITED TO: FANS., A.G. UNITS, AIR DISTRIBUTION. NO WORK SHALL PROCEED WITHOUT APPROVAL
OF THESE SUBMITTALS.
3 DESIGN PARAMETERS:
A OUTDOOR DESIGN TEMPERATURE (SUMMER): 91 °F DB AND 19 °F WB
B OUTDOOR DESIGN TEMPERATURE (WINTER): 45 °F
C INDOOR DESIGN TEMPERATURE (SUMMER): 18°F DB
D INDOOR DESIGN TEMPERATURE (WINTER): 12 °F DB
4 ALL THERMOSTATS SHALL HAVE HEATING MODE MAXIMUM SETTING OF W F, AND COOLING MODE
MINIMUM SETTING OF 10' F. THE THERMOSTAT SHALL BE ARRANGED TO PREVENT TI-4E
SIMULTANEOUS OPERATION OF HEATING AND COOLING.
5 ELECTRICAL CONTROLS AND POWER WIRING: UNDER ELECTRICAL CONTRACT.
EQUIPMENT SPECIFIED BY MANUFACTURER'S NUMBER SHALL INCLUDE ALL ACCESSORIES
CONTROLS, ETC., LISTED IN THE CATALOG AS STANDARD WITH THE EQUIPMENT. OPTIONAL. OR
ADDITIONAL ACCESSORIES SHALL BE FURNISHED AS SPECIFIED.
1 MATERIALS:
A REFRIGERANT PIPING: SHALL BE TYPE L SOFT DRAWN, COPPER TUBING,
DEHYDRATED FOR REFRIGERANT USE. SIZED AS SHOWN ON DRAWINGS OR AS PER
AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS.
B INSULATION: REFRIGERANT SUCTION PIPING SHALL BE INSULATED WITH 1 /2 INCH THICK
FOAMED PLASTIC INSULATION, FIRE RETARDANT TYPE. INSULATION SHALL BE INSTALLED
IN PIPING BEFORE ASSEMBLY. NO SPLIT INSULATION WILL BE ACCEPTABLE. SEAL JOINTS
WITH MANUFACTURER'S APPROVED ADHESIVE AND GRAY TAPE.
C DUCTWORK:
a ALL SUPPLY AND RETURN AIR DUCTWORK SHALL BE FIBERGLASS
DUCT BOARD, FABRICATED AND INSTALLED AS PER LATEST EDITION OF SMACNA
"FIBROUS GLASS DUCT MANUAL ". DUCTS IN CONDITIONED AND IN BETWEEN CONDITIONED
SPACES SHALL BE 1" THICK (R -4 .2 MIN.) DUCTS IN ATTIC SPACE SHALL BE
I -I"2" THICK (R -6 . 0 MIN.)
b ALL EXHAUST DUCTWORK SHALL BE GALVANIZED SHEET METAL OR ALUMINUM DUCT
NOT LIGHTER THAN 26 GAGE.
c ALL DUCT DIMEN810N8 ARE CLEAR INSIDE DIMENSIONS.
d FLEXIBLE INSULATED DUCTWORK WITH 1 -1/2" THICK FIBERGLASS INSULATION (R -6 MIN.)
WITH FRK VAPOR BARRIER, CLASS I AIR DUCT, U.L. LISTED.
8 PROVIDE METAL ROUND FITTINGS WITH DAMPER OPERATOR AT ALL FLEXIBLE DUCT CONNECTION
TO SUPPLY DUCT.
9 A.C. EQUIPMENT (TRANS OR APPROVED EQUAL) WITH TIME DELAY RELAY, THERMOSTAT.
10 EF -I = REMOTE MOUNT t0 EXHAUST THROUGH EAVE SOFFITS.
a s:
RPJ, INC.
CONSULTING ENGINEERS
4201 SALZEDO STREET
MIAMI, FLORIDA 33146
(305) 441 -1523 (FAX) 561 -9416
CARRINGTON
ARCHITECTS
3326 Mary Street
Coconut Grove,
Facsimile
Telephone
AA0002334
D
z
COMM NO:
95156
REVISIONS:
Suite 202
FL. 33133
305 -461 -2427
305 - 461 -2222
AR 0008135
DATE:
January 8, 1995
COPYRIGHT:
Drawings and specifications as
instruments of service are and shall
remain the property of the Architect
wether the project is executed or
not. They are not to be used by the
owner on other projects or exten -
sions to this project except by
written agreement and with
appropiate compensation to the
Architect. Drawings or prints shall not
be reproduced in any fashion
without Architects permission,
H.V.A.C. PLAN
M.2
ELECTRICAL PANEL
TYPE. EXISTING PANEL "E" VOLTS.120/240, 10, 3W
MT'(30 SURFACE BUS. 150 AMPS
MAIN 150 AMPS ± (2515 SQ. FT.) LOAD 2543 KVA (120 AMPS)
CKT NO.
DESCRIPTION
POLES
TRIP
VOLTS
WIRE
COND.
LOAD
DEM.
NO DEM.
1
AHU / CU
60
240
t'S
3/4"
11140
3
,..„/".
2
OVEN
,. ''
40
240
4 13
3/4"
5000
4
5
COOKTOP VENT
1
20
120
12
3/4"
120
1
SPACE
---
---
---
---
---
---
---
6
POOL EQUIF'MENT
20
240
12
1/2"
2600
5
.,//'
9
WATER -4EATE
1
20
120
12
1/2"
120
11
DRYER MOTQf
1
20
120
1 12
1/2"
910
10
WASHER
1
20
120
12
1/2"
1500
12
GARBAGE DISPOSAL
1
20
120
12
1/2"
120
13
SMALL APPLIANCE
1
20
120
12
1/2"
1500
15
SMALL APPLIANCE
1
20
120
12
1/2"
1500
14
GARAGE OO
1
20
120
4 '12
1/2"
120
1
EF1GER4TO
1
20
120
12
1/2"
1200
11
1WA4E
1
20
120
12
1/2"
1500
19
OUTDOOR LIGHTING
1
20
120
12
1f2"
1000
15
GFI RECEPTACLE
1
15
120
14
1/2"
20
MASTER BEDROOM
1
15
120
14
1/2"
21
MASTER BEDROOM
1
15
120
14
1/2"
23
KITCHEN LIGHTING
1
15
120
14
1/2"
22
DEN / HALL / PANTRY
1
15
120
14
1/2"
24
EXISTING RECEPAIGHTING
1
15
120
14
1/2"
1545
25
EXISTING RECEPAIGHTING
1
15
120
14
1/2"
21
EXISTING RECEPJLIG1-4TING
1
15
120
14
1/2"
26
EXISTING RECEPJLIGHTING
1
15
120
14
1/2"
25
EXISTING RECEPAIGI-ITING
1
15
120
14
1/2"
29
EXISTING RECEPJLIGHTING
1
15
120
14
1/2"
30
ECEPTACLE
1
15
120
14
1/2"
360
31 36
SPACE
---
---
---
---
---
---
---
CENEIRAL_ NOTES
1- GENERAL CONDITIONS: THE GENERAL CONDITIONS FORM A PART
OF THE SPECIFICATIONS FOR THIS TRADE. EACH SUE3-CONTRACTOR
MUST READ GENERAL CONDITIONS, AS WELL AS THE SPECIFICATIONS
FOR WORK OF OTHER TRADES AND TO ASCERTAIN LU1-44T WORK AND
MATERIALS HE MUST SUPPLY TO THE OT1-4ER CONTRACTORS.
2- SITE INVESTIGATION: IT SHALL BE THE RESPONSABILITY OP BIDDERS
TO VISIT THE SITE AND TO AQUAINT THEMSELVES WITH ALL INFORMATION
REGARDING THE NEW BUILDING AND THE EXISTING ELECTRICAL SERVICE.
3- DESIGN: THE INSTALLATION OF THE WIRING SYSTEM SHOWN ON
THESE DRAWINGS SHALL CONFORM TO THE REGULATIONS OF LOCAL CODES
AND ORDINANCES, NEC., AND LOCAL UTILITY COMPANIES.
4- MINIMUM STANDARDS: TI-4E MATERIAL, INSTALLATIONS AND WORKMANSHIP
FURNISHED UNDER THIS SECTION S1-IALL CONFORM TO THE REQUIREMENTS
OF LOCAL CODES AND NEC., ALL MATERIALS USED SHALL BE LISTED
OR BEAR U.L. AF'PROVAL.
5- GUARANTEE: THIS SUB-CONTRACTOR SHALL FURNISH A WRITTEN
GUARANTEE THAT ALL WORK EXECUTED UNDER THIS CONTRACT, SHALL SE
FREE FROM DEFECTS OR WORKMANSHIP AND MATERIALS FOR ,4 PERIOD OF
ONE YEAR, REPAIR AND REPLACE ALL WORK UJNICI-4 BECOMES
DEFECTIVE DURING THE TIME OF THE GUARANTEE.
6- RACEWAYS AND FITTINGS:
A) RIGID GALVANIZED : 1-1/2" OR LARGER
113) EMT : ALL OTHER LOCATIONS, UJITI-4 COMPRESSION COUPLING.
1- CONDUCTORS: THE MINIMUM CONDUCTOR NO.14 SOLID CU. TYPE "T1-4UJ"
INSULATION, NO MORE TI-IAN THREE CURRENT-CARRYING CONDUCTORS
SHALL BE INSTALLED IN A RACEWAY. ALUMINUM CONDUCTOR ALLOWED
ONLY WHERE INDICATED ON DRAWINGS.
0- ALL EQUIPMENT LISTED ON DRAWINGS BY CATALOG NO. 61-4ALL SE
LIMITED TO THE KIND AND MANUFACTURE LISTED. NO SUBSTITUTION
SI-14LL BE ALLOWED UNLESS APPROVED BY THE ENGINEER A WRITTEN
GUARANTEE OF THREE YEARS AND CREDIT FROM BASIC BID SI-4ALL SE
SUBMITTED WITH SI-40P DRAWINGS.
9- CONTRACTOR TO INST4LL AND/OR CONNECT 4LL EQUIPMENTS
AND CONTROLS SUPPLIED BY OWNER, OR ANY OTI-4E R TRADE. SEE
OTHER TRADES DRAWINGS AND SF'ECIFICATIONS.
10- ,ALL FEEDERS AND BREAKERS SI-IALL BE COORDINATED WITH
EQUIPMENT'S PLATE AT SITE.
0'
EXISTING
OATI-4 3
SCALE. 1/4'
5'
EXISTING
BEDROOM
EXISTING
BEDROOM
ELECTRICAL PLAN
EXISTING
CLOSET
10'
........
EXISTING
1 cLosEt
20'
1
CONSTfRUCTION NOTES
2 ANY EXISTING INSTALLATION PROBLEMS OR EXISTING CODE VIOLATIONS
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER
PRIOR TO BIDDING.
3 ANY ELECTRICAL. WORK WI-41C1-4 UJILL INTERFERE WITH T1-4E RESIDENTS
NORMAL OPERATION SHALL SE NOTIFIED IN ADVANCE TO THE OWNER
4 ALL DEVICES, EQUIPMENT, ETC. WHETHER ei-401JN OR NOT, TO BE
PROPERLY CONNECTED ELECTRICALLY, UNLESS SPECIFICALLY NOTED
TO BE REMOVED.
EXISTING
LIVING ROOM
N
ALTERATIONS TO EXISTING WORK BEING OF SUCH NATURE THAT ALL
FACETS OF THE WORK ARE IMPOSSIBLE TO DETAIL AND SPECIFY. IT
IS THEREFORE TI-4E RESPONSABILITY OF TI-4E CONTRACTOR TO
CAREFULLY EXAMINE THE BUILDING AND THE GROUNDS AND FAMILIARIZE
HIMSELF WITH THE CONDITIONS AND RELATE THESE CONDITIONS TO
THE SCOPE OF THE PROPOSED WORK PRIOR TO BIDDING.
..... .....
............
....
................
..............
......
.........
........
/
N.
/
\ /
\ 1
\
\ 1
\ /
\ 1
\ 1
\ ,
s ' / / --------
, — --------
, ".... ■ , ,
T
SMOKE DETECTOR W/ BATTERY BACK-UP TO
E CONNECTED TO LINE SIDE OF
BATH/KITCHEN LIGHT SWITCH. DO NOT USE GFI
CIRCUIT. (MULTIPLE DETECTORS SHALL BE
INTERLOCKED.)
INSIDE OF CABINET.
3W
N
15
23 \
,1
23 \
1
GAS WATER HEATER
RELOCATED GARAGE
DOOR MOTOR
.................................
EXISTING
FAMILY ROOM
KITCHEN
23 23
OVEN
REF.
1
/.4
T if
EXISTING ELECTRICAL PANEL
"E". SEE PANEL SCHEDULE.
15
N on
18
42-
15 :
4T1
N
20
MASTER
BATH 1
1
1
1
1
1
1
1
1
1
1
1
4E
14
MASTER
BEDROOM
CF1
Nt
! '
/
20
/
........... ......
t 11 l
.........
. -
f
21
NEW 2 CAR
GARAGE
3
...
21
...
MASTER
CLOSET
20
DRYER 1
N
11
n
u
u
1 .3 EXISTING CONDENSING UNIT TO
REMAIN.
SMOKE DETECTOR W/
BATTERY BACK-UP TO f3E
CONNECTED TO LINE SIDE OF
BATH/KITCHEN LIGHT SUJITC14.
oo Nor %lee CI CIRCUIT.
(MULTIPLE DETECTORS 6I-IALL
BE INTERLOCKED)
FACTORY INSTALLED
DISCONNECT SWITCI-I.
RELOCATED A.1-1.1.1.
EXISTING ELECTRIC METER TO
REMAIN.
RPJ, INC.
CONSULTING ENGINEERS
4201 OALZEDO STREET
MIAMI, FLORIDA 33146
(305) 441-1523 (FA)() 561-9416
NOTE: 0 VERIFY WITH EQUIPMENT NAMEPLATE PRIOR TO INSTALL CONDUCTOR (TYP.)
0 PROVIDE SURGE PROTECTION FOR CIRCUIT 30.
L
E
)
$ 3W
c.17-_,Nr)
ER EXISTING TO BE RELOCATED
MOTOR
EXISTING GROUND
EXISTING TO REMAIN
RELOCATED FIXTURE
NEW FIXTURE
NEW INCANDESCENT LIGHT
FIXTURE.
NEW WALL MOUNT INCANDESCENT
LIGI4T FIXTURE.
EXISTING CEILING PAN TO
REMAIN.
LIGI4T SWITCH
3 WAY LIGHT SWITCH
SWITCH FOR GARAGE DOOR
MOTOR
ELECTRICAL
LOAD STUDY
EXISTING PANEL "E"
Is
2 POLE 240 VOLT OVEN
OUTLET
0 JUNCTION BOX
TELEPHONE OUTLET
EXISTING ELECTRICAL
PANEL
DEMAND
29225 VA
FIRST 10000 VA e 100%
REMAINING 19255 vA * 40%
TOT,4L
*120/240 V, 10, 3U.): 120 AMPS
EXISTING SERVICE FEEDER: 3 1 THUJ CU IN 1 1/2" C. TO REMAIN
DUPLEX ELECTRICAL
OUTLET
DUPLEX G.F.I. ELECTRICAL
OUTLET
ELECTRICAL OUTLET
In EXISTING ELECTRICAL.
[U METER
SMOKE DETECTOR WITH
BATTERY BACK-UP
DIAG,AM
EXISTING ELECT. METER
EXISTING PANEL "E"7
(TO REMAIN).
r
1
1 1
1
1 1
1
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EXISTING 3 •1 TI-4111
CU IN 11/2" C
EXISTING ELECTRICAL SERVICE TO REMAIN.
NO-DEMAND
11140 VA
10000 vA
11 '/4
2E3031 VA
CARRINCTION
ARCHITECTS
3326 Mary Street
Coconut Grove,
Facsimile
Telephone
AA0002334
Suite 202
FL, 33133
305-461-2427
305-461-2222
COMM NO:
95156
DATE:
, January 8, 1995
REVISIONS:
AR 0008135
COPYRIGHT:
Drawings and specifications as
instruments of service are and shall
remain the property of the Architect
wether the project is executed or
not. They are not to be used by the
owner on other projects or exten -
sions to this project except by
written agreement and with
appropiate compensation to the
Architect. Drawings or prints shall not
be reproduced in any fashion
without Architects permission.
ELECTRICAL PLAN
E.1