PLANSe
•
PROJECT No.
SCALE
AS NOTED
SHEET No.
OF
\
A-1
1
DETAIL
EXIST. COLUMN
FILL kV/GROUT
EXIST.
FOOTING
ARCH
1/5 VERT. EA.
SIDE OF WINDOW
IN PEA ROCK CONC.
FILLED BLOCK CELL
1
A>
1
1).
DRILL 4" INTO EXIST'G CONC.
BEAM AND SET DOWEL WITH
EPDXY
EXIST'G CONC. BEAM
115 DOWEL
1/5 DOWEL
DRILL 4" INTO EXIST'G CONC.
FTG. AND SET DOWEL WITH
EPDXY
EXIST'G FTG.
0 FILLED CELL REINFORCEMENT
/3 DOWELS c 32".
EMBEDED 4" TO EXIST. COLUMN
& SET W/ SIKADUR EPDXY.
STARTER
COLUMN
SEE DETAIL
FOR REINF.
STARTING COLUMN
HORIZONTAL TIE DETAIL
A
A >
A
SCALE- 3/4"=1 '-0"
EXIST. TIE BEAM
A D'
8"x8" CONC. CAP BELOW
WINDOW W/1/5
A
SCALE-3/4"= 1 '-0"
A
ir
1.1
A
L
A
••• • ,,,,,,,,,,
..........................
EXISTING
QUOINS
REINSTALL
EXISTING
WINDOW
STUCCO QUOINS TO
MATCH EXISTING.
(VERIFY DIMENSION IN FIELD)
0
A >
1/5 VERT. EA.
SIDE OF WINDOW
IN PEA ROCK CONC.
FILLED BLOCK CELL
11) TYPICAL REINF. DETAIL @ WINDOWS
SCALE-1/2"--1'-0"
PARTIAL FRONT ELEVATION
DRILL 4" INTO EXIST'G CONC.
BEAM AND SET DOWEL WITH
EPDXY
EXIST'G CONC. BEAM
VERT. DOWEL
4/5 W/13 TIES (g8"o.c.
NEW TIE COLUMN
SEE FOUND. PLAN
FOR SIZE AND REINF'G
VERT. DOWEL
TIE COLUMN DETAIL
DRILL 4" INTO EXIST'G CONC.
FTG. AND SET DOWEL WITH
EPDXY
SCALE-3/4"=1 '-0"
EX1ST'G FTG.
BEDROOM
REMOVE WALL
TO THESE POINTS
REMOVE WINDOWS.
REINSTALL AFTER
REPAIRS.
AREA OF DEMOLITION
13 '- 4"
REMOVE WALL
DEMOLITION PLAN
SCALE 1/4"= 1 0"
NOTE: To the best of my knowledge subect drawing comp y with SEC. Dade County require a H110 Lf...3tter of Comp iance from Architect, Any devaUc 'r of 000 roved
drawing is subject to revision by Architect/Engineeh Contractor or Lib contractor shall notify Architect prior ry change to be done on approved drawings,
GENERAL CONSTRUCTION NOTES
SHORING WALL FOR DEMOLITION:
REMOVE WINDOWS IN BEDROOM, TAKING CARE THAT NO
DAMAGE OCCURS TO SAME. THESE WINDOWS WILL BE
RE-INSTALLED IN NEW OPENINGS.
SECURE INTERIOR DOOR OF BEDROOM ro RESTRICT
ACCESS TO INTERIOR OF HOME.
PLACE 4"X4" WOOD BEAM TO TRANSVERSE THROUGH
BOTH WINDOWS d CENTER OF HEADERS. PLACE SHORE
PINS AT BOTH ENDS RESTING ON 2-2')(4"X1 '-0" ON
TOP OF 5/8 "X1 0"X1'- 0" PLYWOOD PADS.
PLACE 1/2" PLYWOOD SHEETS ON FLOOR TO PROTECT
HARDWOOD. GAIN ACCESS TO CRAWL SPACE AND SHORE
FLOOR JOISTS IN ORDER TO MAINTAIN LEVEL DURING
DEMOLITION AND NEW CONSTRUCTION.
DEMOLISH BOTH WALLS TO THE EXTENT SHOWN ON
DRAWINGS.
REMOVE ALL DEBRIS AND CLEAN MASONRY AREAS. PLACE
AND INSTALL ALL REINFORCEMENT TO WALLS, FOOTING AND
TIE BEAM, AS SHOWN ON PLANS. FOLLOW INSTALLATION
INSTRUCTIONS FROM PLANS AND MANUFACTURERS. PROVIDE
AND APPLY BONDING AGENT TO ALL SURFACES TO RECEIVE
NEW MASONRY.
7
BEDROOM
PAINT
PAINT INTERIOR AND EXTERIOR AREAS TO MATCH EXISTING.
CLEAN ALL DEBRIS FROM INTERIOR AND EXTERIOR AREAS.
AREA OF REPAIRS
•
BE
SHORE
&PINS PLACEMENT
SEE NOTES.
i '1
REINSTALL WINDOWS AND SILLS.
ERECT NEW BLOCK WALLS AS SHOWN ON PLANS, PROVIDING
ALL STRUCTURAL MEMBERS AS SPECIFIED. PROVIDE OPENING
FOR POURING CONCRETE TO FILL CELLS. AFTER AGING OF
CONCRETE. CLEAN AND SMOOTH SURFACES TO MATCH
SURROUNDING AREA.
INSTALL NEW R-3 INSULATION AND INSTALL NEW 1/2" DRYWALL
TO INTERIOR OF NEW WALL. APPLY NEW SKIM COAT TO DRYWALL
TO MATCH SURROUNDING AREAS.
PROVIDE NEW BRACING FOR FLOOR JOIST IF REQUIRED TO MAINTAIN
INTEGRITY AND LEVELING TO FLOOR.
APPLY STUCCO COAT TO THE EXTERIOR OF NEW WALL TO MATCH
SURROUNDING AREAS. PROVIDE AND INSTALL NEW STUCCO MOULDINGS
TO CREATE NEW CORNER QUOINS TO MATCH EXISTING.
CONSTRUCTION PLAN
SCALE 1/4"=1 '-0"
GENERAL STRUCTURAL NOTES
A) STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL
, MECHANICAL AND ELECTRICAL DRAWINGS TO VERIFY DIMENSIONS,
LOCATIONS OF DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES,
REGLETS, BOLT SETTINGS, SLEEVES, ETC. DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK
8) ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL,
ELECTRICAL OR PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT
PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED.
CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER,
FOR APPROVAL A DRAWING DETAILING THE OPENINGS LOCATIONS AND
SIZE PRIOR TO CONSTRUCTION. NO PENETRATION OF ANY STRUCTURAL
MEMBER NOT SHOWN ON THE STRUCTURAL DRAWINGS WILL BE ALLOWED
WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.
ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE
CODES AND ORDINANCES OF SOUTH FLORIDA BUILDING CODE.
D) CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS INCLUDING
ANY REVISIONS BEFORE STARTING CONSTRUCTION.
E) ALL DETAILS, SECTIONS AND NOTES SHOWN ON THESE DRAWINGS ARE
INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS
ELSEWHERE UNLESS OTHERWISE SHOWN.
F) COMPUTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED
G) WHEN SPECIFICATIONS AND GENERAL NOTES DISAGREE, GENERAL NOTES
WILL TAKE PRECEDENCE.
CONCRETE MASONRY UNITS (CMU) :
A) SIZE: MANUF. STANDARD UNITS WITH NOMINAL FACE DIMENSIONS OF 16" LONG
x 8" HIGH (15-5/8" x 7-5/8" ACTUAL), UNLESS OTHERWISE SHOWN.
9) SPECIAL SHAPES: PROVIDE WHERE REQUIRED FOR CORNERS, JAMBS, SASH,
CONTROL JOINTS, HEADERS, BONDING AND OTHER SPECIAL CONDITIONS.
C) HOLLOW LOAD-BEARING (HL) CMU: PROVIDE UNITS COMPLYING WITH ASTM
C 90 GRADE "N".
D) fm'=1500 P.S./
MORTAR MATERIALS:
A) PORTLAND CEMENT: ASTM C 150 , TYPE 1.
3) MASONRY CEMENT: ASTM C 91
C) SAND: ASTM C 144, EXCEPT FOR JOINTS LESS THAN 1/4", USE AGGREGATE
GRADED WITH 100Z PASSING THE No. 16 SIEVE
D) ALL REINFORCED MASONRY SHALL BE INSPECTED PRIOR TO POURING CELLS.
MASONRY ACCESSORIES:
A) CONTINUOUS WIRE REINFORCING AND TIES FOR MASONRY (DURO-WALL)
1. PROVIDE UNITS FABRICATION AS FOLLOWS:
A) TRUSS TYPE No.8
2) PROVIDE (DURO-WALL) WIRE REINF'G FOR ALL BLOCK AT EVERY. 2ND COURSE
UNLESS OTHER WISE NOTED ON PLAN OR DETAILS. (EXTEND 4" INTO COLUMNS.)
[ - J0 `( - ErIF CEJ
ED)PRWCED:
EfilU=rt==
LICENSE No. AR-0005412
P.O.BOX OFFICE 654006
MIAMI, FL. 33265
PHONE (305) 266 4426
FAX No. (305) 263 9157
e-mail mario@gisnetmet
REVISIONS
No.
DATE
DESCRIPTION
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1
Area of Present Building
Area with Proposed Addition
Parking Spaces Provided
Parking Spaces Required with Addition
Setbacks as per Code
Setbacks Provided
Council Action Required *IS
aiami cfhores<9illage
F L O R I D A
PLANNING BOARD AGENDA OF •\• 9, kq`et ITEM NO.
Name of Owner /Appl i cantStZ t4 ktA$' WIt i4I Phone No. 161- l brier
Address of Property, and /or Legal Description 1A0 0 ''1‘ ''94'4'r
Nature of Request P01( 'Orr WOOD D'&04./ qD, YA b
Present Zoning R. \'
Variances / gxsept.ioasAZarli ng-fhanga
SkIM 41
Date of Applicant Notification
Planning Eoard Action MT % bi
Council Action
Director of Building and Zoning
301 MADRID ST., SUITE 105
CC1:W. GABLES. FLCR;CA 33134
TELUNCNE: 444-7892
SURVEY OF LOT
SUBDIVISION / r
ACCORDING TO THE PLAT THER EOF RECCROE0 IN PLAT
MEW RECORDS CP' '9
DATE:
LOCATIO?4 SKETCH SCALE 1"
•
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•
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1-
, ,•
e2)
/ \ I I
4 v
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* NW
•
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E FAA. INSURANCE RATE MAP p
YtiP C0. 1'47'2 AND REVISED MARC'
. 977 FYI' THE UNITED S
ME.NT F.CUSINeD AND
• DELit4EATES THE H
LAkD TO `
ni3 IS NOTAFLOCD
HAZARD ZONE.
THOMAS J. _
KELLY, INC. SURVEY NO.
, 14 I •••
LAND SURVEY011
g#aive 97 —.sr
/90,./0 Feed eo/if
a3r3g
. GEO E'
St•vvyor • 2544
Scats al Rods
04at v* UNLESS hinvorrvo nrrA Jul OA* WO 1.43 $
I
ie::
t
50
•
BLOCK
BOOK No. 1 !- AT PAGE No.
COUNTY. FLORIDA.
FOR:
/•-/ 4)- c.
/ 4
r"1e 5ebes/67 A-2 /27e,e,-
,,,,••• -Vr
SHEET 1 CF
..
t hereby certify that this sketch of survey of the above described property is true and correct to the best of rny knowledge and beet as „.
, recently surveyed and platted under my direction. !further comfy that this survey meets the minimum requirements adopted by the
- i orida Society f ofessional Land Surveyors and the Ftorda Land Title Assoc.ration. There are no encroachments, except as shown.
-
- ; • - • . 4 " 4 - 511C74 2 / /4 /4 - - ; F" /../ ' - • - C 6 ' - - Notes: 1. If shown ; bearings are tcr art assumed rnertdian(firito)
(1 OE
1144,4t1 • .
2. If shown, +a:ovations Me referred to N.G. Oaturn. y
9A. J/57 - 3 T 11 1_5 :5 A LAI-4c, SUIZVgY , '
SCALE
Ct)Ock7E T
L
) c
•
-Mnra....1
Ct
every-,2.
30 DECK
40 -ID
*N14■10.2.0.7.0.14111.1. voreae.
e0k1CgEl
RK iki (7 AREA
E
orange jos
LL•areL 0714A/1
SEC $ /11 Pi !'%
1 4,
17
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21
,
22
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L.bcA1'ION ,i
scA L..@ 1 ' 1 SO
SKETCH OF SURVEY
SURVEY of LOT 7, BLOCK 30 of "AN AMENDED PLAT OF MIAMI SHORES,
SECTION NO. 1 ", according to the flat thereof recorded in Plat
Book 10 at Page 70 of the Publio Records of Dade County, Flor-
ida.
ORDER No. 1719 DATE: June 9, 1967
F.H. 57 P. 7 SCALE: As shown
WE HEREBY CERTIFY that the attached SKETCH OF SURVEY of the above
deaoribed property is true and oorreot to the beet of our knowledge
and belief as recently surveyed and platted under our direotion.
A. R. TOUSSAINT & ASSOCIATES, INC.
LAND SURVEYORS
14744 N.F. 6th Avenue Miami, Florida
By: -l-Ls....m.: -.
Howard C
Registered Land
State of
V. Pres.
.
Gamble
Surveyor No. 1683
Florida
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...... - - PCFttti
ENTRY OVERHANG
2 X 4 LEDGER BOLTED 4— O O. C.
WITH HURRICANE CLIPS
TYPICAL OVERHANG
DATE
� DRW. BY
r
MIAMI
EXTEND ANCHORS
OVER TOP CHORDS
. }.t4GGUU4 E S
VIEEC 11-7/
EXTEND ANCHORS
OVER TOP CHORDS
NOTE: NO CLAIMS WILL UE HONORED
IF NOT MADE WITHIN 10 DAYS
FOLLOWING DELIVERY.
NOT TRUSSES MUST NOT
BEAR ON ANY INTERIOR
WALL OR PARTITION
UNLESS DESIGNED FOR
SAME.
NOTE: ALL DIMENSIONS MUST
BE CHECKED AND VERIFIED
BY BLD'R. BEFORE CONST
PREFABRICATORS, INC.
15450 N. W. 27TH AVENUE
BROWARD 524201 DADE 685.2431
ter:
ARCHITECT - IiIyO?t��C�� /4 /Q/4/ f,VOf
C K. BY PLAN No.
,5' /-e1/
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V • S.. - 4 14. a
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LUMBER SPEtiriCATION4--miNimUm REOUtREm
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[Non 70 tAtit(Altolt eistre: ikwo 150 moomwo O
tOCA 10 ticktotooms co VINCttri.41 ClitiLA
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kitpi.c; 0.‘411 AUK'S. tatAtilis zOOtss ft tall 44 44 440Ct
1. 41 4.044.41 911:411141.11n31 AS it Ati al .4 txPott s•cel ;0•4;•.*
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ANCHOR LOCK
ENGINEERING ()Iv IsION
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(EV EDIV SPLCEO)
LUMBER SPECIE KATIONS— MINIMUM REQUIREMENTS A,EA eL* SPECIES s GRADE o4 ra •»
lU. tSc' L.40. L• vC SELRt.oC< CO S ,occ
?4 ti oc 94G
Meet a.,
130T11 WES
T
ANCHO LOCK "MIGHTY CIRCLE" SERIES I LOA) 5:' PSF
- YYPICM. TCOSS
_tIOTCli it FOC 0.04010
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I PITCH V4 R • }SPACING 20 O.C.( TYPE
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p ■.0 011011ALD•Cit1. WLL SRJ Na b roQD M MO f1( AJO DOOM i %t M TAS DcLGM M7t MOW ?WI toADDJd
R. ec C O Ntecn ca rays AKRJ' O 33 °/.
& RL MS thA CMOM rno O FAR at St Otjt 11(/ t Deng OWN a *mat wwaur MANIACALLY KRA Talk M JJOS.& a
TAAnS tMAD DtAXJd, ro FARM oat a Jowl.
WNW. DWONLOH•
a cONNICTON Mri rms.( Dt31GMA IR At Y OR s1 LW/ at It GAGA Ha word LA COAIO SHESI ITUL
1. Ail KARS LA. At I1 WCJ IV LONG ANNU<V 1w6 51044Lw'DM fr1r tKARA NWT MAD I-AADA. of Mr00 tD !O&M.
MU UAW It rtivroeD AS SAOwN IN .004 WARS wi1M A•DawV.Y 01 OM MO• ON [ACM KAKI.
• mama WALING, ut<O Ar0 01108 11(X101. OR ArrIOV9 [WS S w ur41 Ate - vr.va
1. 10911!11!1+6 RIMS M RMAGID R 01mit. w' 91 5%Kr Ha no 9 Far. AI 1101.11.0 Sir Su#DU`K. OrlICU:a
a 10X1! <1#NOR Att 01111!0. IOOO+CACAOS LfAtl
•
?44 oa 2iG
THIS 9r 8IGN 13 APPROVED FOR
NAIL ESS PLATE WHEN
F A{ ICATED AT
MIAMI Plia'A INC.
BY DAM: COUNTY
ALL Lk) MTOER TO RE 1500 f
p E
U.z: r•- Maxi AOTEi ----
�Ii wersnr ci ci.V std
S ?k�P15 v iC IOUS
l,1oTe ALL PLATES `:JAU. ea lD D UULESS
a t.t. Lv t 2 r 4 QwLe53
4LL L 5oi. U e .
oTtl Eft Wit siOWN•
FUlt. 6ESLtwd T utOttG:9OUT COTTdM Cti491
VE 40 ?'• O' V• C . t
sputa oe74JL
FOtt TOP OR 00T CM CwotO
ANCHOR LOCK
ENGINEERING OWISION
I. O. DOC H.. 2047
HOLLYWOOD. FLORIDA
0µq091 11 408 Koh
61LVE pN D.001
DtAwM tr W94 9019
00 3 . ?C. G 4 rtrfAl LOAD
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elf
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1366
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12
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ANCHOR LOCK "MIGHTY CIRCLE" DRIES 1 LOAD 55 PSI ?ITCH V/1)2/E5 (SPACING 2 -'O' O.C.I TYPE
7VE N4/L
/2
DYER
a4 8. .. M /N /MIM
(BY OTNERS)
-TYPICAL-
701 N4 /L
OVERN4 /G DETAILS
00lT 244 LE06 Q TU /7E BEAM N/TN
4'1 A CI.OQ BOLTS 2:0'OC N4/L <EYEL
WIAQN 5Ef4/RELY CEOGER, CISS
NURRICANS Cl/0 04 EQUAL.
SPECIFICATIONS— MINIMUM REQUIREMENTS
SPECIES 6 GRADE
NOT &:
ALL LUMBER 70 8E
Mof(T■
Softy
THIS DESIGN IS APPROVED FOR
NAILESS PLATE WHEN
FABRICATED AT
MIAMI PREFABRICATORS INC.
BY DADE COUNTY
ALL LUMBER TO BE 1500f
MINIMUM GRADE
TOO NQ /L
DOLT a4 LEDGER TO 774' BEi4AI W /TN
2ikvciO4 90LT3 20 O.C.M/ LEVEE
RETURN SECC. PELY ALELK/ (/Se
1+1./RRIC4NC CLIP 04 EQUAL.
OVERHANG
ANCHOR LOCK "MIGHTY CIRCLE" SERIES GENERAL NOTES 11
I NOTE To lA$RKATC4 TH4 MICA ES TAW ON MINIMUM RROUIREM NTS 0 of RUGTUME CRRERU 1
t LOCAL $UIEDING c* ICjAl COOEO SMALL TARR rifeaCO4 Il' TWA REQUIREMENTS ARE GREATER.
t DEYON- SAES womaa SOAR Ea MACG4TY G4C4 KAtft AT ATOMS RY NMSN HOIRDTO Ard447A1 QW AHD OTNH
tatD+HO OMKUS AOWCt 1 MALT MJ IY 'ER NOnt w ?11. Mt AHD 4/4100 1.
L AN ASEOWANCS CS s45t NC4,.SE Of 3,3 r USM w TH0 DISKO PC SNOT TU4 IOADiffa
L AK COweCTJQN MARS SAAU M N CAGE NOT p r6Ey iwC COATI" Yrcf iiEN. Tall MVO TEEM fa Kowa * NCH
, ATTI SNAIL DE Amu 10 EACH SIDE a .1014a P.A4D 4 SHOWN OH ocoliusvAto 3YASleIIKAILT ON JOwf. a 4
OTNEEwiSt 04.44a+E4
a CONNECTION KAI WHEAT DESIGNAl!E AS Y claw SKINK 11 WOE NO1 ME M 171 COATED SHEET STEEL
L ALL NABS MALL ER I I OAa Hoe SOHO ANNULAR NNO SHAHS. wait 7, SS" NEAR. IIL.ET MAD I Ma, a AMtOVEO EOUM.
KA11S SEEM 1E MOYTTER AT SHOWN Of MEET MALT W Ur ECHTAUM OT ONE NAIL ON TACIT MLMIEL
♦ 111124* SKATE El 0f SIKri AHD (Awn solaria, a *MOAT NOUN w OW SS4ESS TAW!.
7. WO A1M44 SHALL 4 MACAO ST 0144401. vow AND AS SHOWN. Ia ?TOTER RANH*.
L wield CENSNGS A4 GM&T4 0, *QTTOM CEIO4D3 SHALL EE N/E44EY VACM tY 0144{71. AS IEOUNED A SU60M4 044404 a.
1 SPAN VAR/E5
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j 2,tivo DYER
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ANCHOR LOCK
ENGINEERING DIVISION
P. Q SOX ND. 200
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