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b. Itiaterial s :
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la. • 31 SUL t."'IOE: Fish and properly install 3z" Rock:rool bats trader all roof areas except Carport and .M idt s vying.
16. laSCEL tSE'o EOU3S IRON & STEM:
a Tork Included: Faro .sh the following items to be into' 1od by Carpenter or Mason:
0) Triscellaneotxs bolts and anchors not otherwise �pecii`ied,
(2) Install B<trbectte egiz pnexrt to be ftn!:tshed by Omer.
.ECT ICAL WOE
General: All Mork Shall be done in strict :accordance with rational. e'etrica_ .- "Code and Rules and
Rogatio of the F2ora.da Poorer and Light Co., and the the ordinances of the of Miami.
.
Florida.
Shoret,
Al mater: z.l.s and equipment shalt be need listed and approved by the National Baird of
Fire Underrariters acid be the label of this Board,
Conduit - F.i d motif conduit for feeders and range circuit. Galvanized
ized
electrical steel tubing el^-.ewhore.
Conduc - "Code" grade.
/lain se!itches - 100 arrp., approved_ manufacture.
Distribution Panels - naltibreaker type, approved manufacture, built up to proric
circrlis as sham on c is tr ibt Lion schedule.
Cvrront Tr^ :sformer r ?tarnished by Florida Porter and Light Co. and instilled by this
Contractor,
- Galvanized stamped steel, No. 14 A ga. ii. in.. square, knockout type.
- ?vn:Lltne" SPAT vo Britches, Cat. 5
n n #92071, 92072, 92073.
n a x!92011, 92021, and 920310
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'Work Included:
Excavation:
• 1- 1
(1) Plywood floors to be laid to level over .stab floor.
(2) Linoleum laid by o*cpert mechanics according to manufacturers• directions. T7=
finish to high glosa.
{3) Asphalt tile -?aid by . =pert mechanics according to manufacturers' directions. YTax
finish to high gloss.
(h) IT. P. Plywood cover with heavy duty cazzt as using. ester proof resin glue.
Cutlet Boxes
Loess. S ritches
Switch Plates
Receptacles
^carp Miele Plates
3 limy *Switches
Pilot Li ,1It
Push Button
Chi - Approved raumfacta re,, two tone
C.AtiGE 0:.v7i.: - ,ZYANITt !'A';. '3°44,.
(1
17ater Supply System:
Fixtmees
Po der Room:
tchen Sink:
Septic Tic:
Hose Bibby::
Valves:
" ##324
Underground service conductors in conduit to ctu r nt transforms and entrance switches,
thence to distribution panels And branch circuits.
(2) Purmtsh and install 3/4" galvanized tubing from service entrance to telephone outlet
as sham on plans. ,
F. rni.ch' and install fluorescent lamp assemblies in iii tchen, Living roam, and
Bath No. 2 as shown. This is not included in Fi cture Allowance but is part
of the Contract.
Thrni.sh and instal/ a lore voltago . system from flush buzzers at front and rear
entrance to a two -tone chime and buzzer t -here shorn oat dr ring,.
(5) Include t 'phis contract an allowance of Tyro ^tmdred and Fifty (.0.250000) rtes ars
for lighting fixtures to be be ht tinder the ch . toc:tt s direction. n. Installation
of .fixtures is a part of this contract.
T .°or% under this section shall include the complete installation of the plumbing
system, water supply, sc'mge di.^,poaal and fixtures. This Contractor pays all fees required
for the r1,m1, 'pork, The radiant heating in.^ allatton is NOT a part of this Contract.
This Contractor shah do all Irxerwation Mork and aigging necosaary in compl.e this
contract, backfi..1.ing properly after his work has been inspected and approved.
(1)
(2)
Provide ;. Ci ty wate
izen shorn to all fix'.
future sprinkler '_�yste
F rot: water heater run
s:',at'". arm:.
;ervie! through 1" tap and meter; rub. cold grater lines a_
„arcs, hose bibbs amd matter heater4_ off`- de_..val.ves for::. -.
Type L capper tnbing to lavatories; Sink, tuba, she
Sa tes-7 System A complete sanitary- cyst= including all soil, waste liana, septic tank, and disposal field
shall ba installed under this Contract.
Am horizontal waste piping shall be run in practical ..nt at a llnifor»t grade of not
less than 1/8et per foot. Horizontal piping shall. be supported or aacho_rod
at intervals not exceeding 8/0". All piping shall o r L icU.y secured.
o General P.e qulationc :
^rading� chorale of d�'.recti.on, troh" bited fittings dead ends, protection of material and
workmanship steal l conform to the local Plumbing Code. Quality of matcrial, joints,
connections, traps and clean - outs shall confer= to he above code. Clcanauts shall be
placed at the braze of each stack and each change of d rocti.on of the soil lino. The
distance between cle nuts Ln horizontal lines shall not exceed 75 feet. Galvimi.zed
'iron or Typo L copper tubing r tier piping to be t±�sed throughout, for cold water,
s.
R•an.bl.ack steel :pipe or Typo L copper tubing to range and refrigerator from ^tmp;,y taro
buried underaa.ound outaide rte. tchen0
NO. 1 Shower Combination: Standard X170.
- "ester Closet Standard d "Cadet ", F 2100, complete as shores
and described.
- Lavatory: Standard, "Hexagon?"' P 3869 Ii 20 x 18, co�:plete
shown. atzd described
- "pater Closet:
-- Lavatory:'
SPECIAL EQIIMM717e
a. Shower doer Bath No. 2 ; Ketch= Model 740 rith obscure Glace.
cep.
Jalousies: Pro- Tecb -B jalousies with o'oscnre and clear glass slats
-►_ Tub: Standard 'spec- Angle", P-2105 X, leas shower facilities
ties
- Sharer Combination: Standard, F --170. •
Water Closet: Standard /Elongated Compact", r 20:0
- Two Lavatories: Tyro Standard "Buena ", F 3575 20 x 18.
Standard "Compact" , F 2045, complete - as sheen and descrb cd.
Standard "R cbuty", F 167ST, 24 x20, coplete as
ahawn and described.
Standard P` .7037 D, 32 x 20, completes as shorn and descz b ,
Precast reinforced concrete 750 gal. capacity, Ell.debrant or equal.
-- Standard, B 1101, Rough brass .finish.
- Gate valves equal to Crane 0,
s. shawn' on the drawings.
Spiral Stairs: Duvinage or equal, 108" * dizn ter, ' - 8r high, of Cantilever design and 3"
I.D. steel center pipe, complete with railing and di amO d surface righthand
treads. �,
SPECIFICATIONS OF .MATERIALS A'4''D r:ORMANS}LTI RECaT''R,r'1I3 FOR THF, CONSTRUCTION AND COT:IFLETION OF A RESIDENCE FOR
'1R. AND 1M. J. L. SCHIILLIG TO BE LOCATE: ON LOT h„, /MOCK 185, BAT BM 1E Su3DIVISToi , MLA= OF =A;ti'1 SHORES, FA.
GENERAL COi DITION
b. ' . A . cosy of these General Conditions nay be end in the Architect�
bL...aaaM ''"TART GENERAL CO NDITIOtCS:
Allowances - Include in the contract ea= the following mounts for cash allowances:
(2) Additional copies of all drawings will be f.tarnished as re sod at cost of repreduction.
Errors and c Lssions: Notify Architect before proceeding with work.
Examination of Site: By all interested Contractors prior to raataairtsion o proposals
Grades, Lines mad Levels
(1) Lot 11nes and restrictions by Owner.
(2) eaten - by Arcch'? tect.
h. l 4 7'riais: Shall be necr, of quality spoci' .ed, delivered in ample quantity to prevent delay of the ro rk.
Substit• tiers require prior approval. of Architect.
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b. Materiels r
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The General Condition of the .Contract for the Construction of Buildings, Standard Fora of the American Institute
of Architects,, Fifth Edition is made a part of these specifications and shall, be binctng on Contractors engaged
iZ this work.
b. Materials:
Finish Hiardem'e - Taro Htmda ed Fifty ($50.00) Dollars,
Medic -.. ' e Cabinet - 1. ($20000) Dollars.
: .ec tric 1 - Two Hundred 0200.00) Dollars.
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The Dinner reserves the right to reject nay or all. bids.
(1) Remove rubb and debris. daily.
(2) Leave job clean upon completion of work,' inc1 ding polishing of waxed woodorork., floors,
hardware, f:xte es and removal of steins, dust, dirt and paint.
(3) Remove all temporary construction. '
(Supersedes Article t, of the General Conditions)
(1) The Architect will furnish the follorr.►ne prints Trithout cost:
Contract 'drareangs and spe ^i cations 3 sets _ to. Own=.
6 sets to='"Contracte
- As required.
Drat drawings
For applications, installation and use . shall be followed.
Article 11 of General. Conditions is mended,
The' General Contractor shall secure and
The General Contractor shall secure
having jurisdiction and denr them to
=NATION AND PF PARATIOI� OF T' .'t
SIT
a, r' xcavate to levels thorn for footings.
b. Fill and backa to final grad t es as shown on the dr�awinat.
Rough .cede► the lot to levels sheen and 1e the property clean and react; for landetaping.
Clear site of underbrush and :reeds.
d Plumbing and electrical sub - contractors excavate and backfill as r rimed for *heir work. ,
e. Fill for Slabs: Wherever concrete slabs are shown on . the draar i nes occurring on 'otntd floor and
resting on fill, the n for those slabs shall be prepared as follfollow::: Us::rg loose earth and
tamping and wetting; th n leyer of this earth, bring the fill to wi.t'r n 2" of the bottom of
the rot a'h slab. Over this fill spread loose, cloor. salt -free sand, wet rand tamp this sand
^o that the resulting bed :.s absolutely level and exactly at the el.evatic i of the bottom of
the slab as shown on drew ngs. Cover the entire area with one l r of ] lb. roofing felt,
:aped �.t""a Place steel securer with black annee,: ed steel wire and block it up with clean •
cement brick or other approved supports. /Toti_fy the Architect to inspect this wort: before
the Concrete. Contractor begins to pour concrete.
1. ork inrship: By stilled mechanics, under supervision of a competent foreman, acceptable to the Architect and in
accordance with best trade practice
•
Sanitary facilities shall be provided by the General Contractor
CONCRETE AND 'ASC;2Y.
ao"'ork Included~ Footings, ti^ beans, floor and roof slabs, exterior 'rails, slabs,
all block laying, cenanty paving tiles.
(10) Stone
(?1) Cement F fl=ab
Aerring
Office.
as follows:
pay for by �l -din^ permit and other lil foes.
x t
li v •S :thee of .n°pection. and occupancy from authori t to
the Architect upon completion of the -vrk.
•
uti.ng, °m eat ;iT i s h,
(l) Concrete lock - AST ; Spec_ S ication 0-90, c. rod 28 day✓, 3 co±-e E x 8 m:16 blocks.
ndoz .r.Ltcrs' label and cerbn.fice `tee, reguire!d.
(2) Portland Cement . - AST I! Specification C-150.
( Sant? - Clean, coarse, xashed, free from clad, loam- or chemical salts.
(':) Rock Crnzhed stone or gravr.1, well-graded, clean, free from shale or other
soft :2ator ials.
T t - City ty water.
(6) Lime - AS= Specification C-6.
\7) ' T ro Mesh - •tS .I Specification A-82.
(5) Reinforcing Steel -- lettered, iato grade deformed bare rolled from new billet t steel.
ASTM Specification cation A -15.
(9) Cement Paving pones tam,
'' ''g c �' - - ^?� x 24 t� z e^ as naYtufacttxred by A.H. Sexton U: Co. 16th St.,
N. 'Li.an:i. Beach, Fla,
- Florida "Oolito" 1 inestono, cable cut in random sizes.
- lz" colored cement finish marked off in 24" squares. After steel troweled
apply y a clear liquid hardner and t'*o coats of max.
- Grout 1 :1 ':Soutar _ 1 :3 - -1,55 hydrated lity by volume. Cement floors - 1:2.
Re - owed Cencryte - 2500 p.s.i. at 28 days - 1.2:24; 72 gals. water per sack;
5-3m. sacks nee on• ydo
In ow r batch ratxeer l` :'unites after all : ateria1s are in the d rata
within 30 minutes after : -I .xi ng, distribute evenly, tamp end p xdd a to
remove void.. Contraction joints as approved by Architect.
T e t,. s',..bstant..al, cleaned and wetted .before pourine. - t'te:aove forte in
proper sequence sfter concrete ha' set sufficiently to support its own
weight, and any additional loads which m<ty be superii^rposed upon it.
cock Laying - Lay in full mortar bed -tr th vet tic:1 j orin ✓s broken. Use cement brick as
required. for bloc)c.n'. All walls shall be sl ab and Vie. -
- Set, strap and bolt anchors as required. 3tt:Lld in hangers, :i nee? e, ties
and bloc c nS required to sects the work of other trades,
- Laid by an experienced stone setter and set in a full ^ortar bed, and
clean thoroughly upon completion of the work.
Laid on tamped and leveled earth with sodded joints.
Work Included: Furei s h, fabricate and erect concrete filled steel pipe cola z, including anchors, bolts and.
plates. The'AISC Code of Standard Practice governs desiaan fabrication and erection.
Paint - One shop coat of red lead and one field coat . of black asphaltum.
Materials (1) Strzctrral Steel - ASMT. Specification A -7.
(2) Part - Shop Coat Red Lead 93,
Field Coat: Pere asphaltum.
Fabrication and Erecti on. In accordance with AMC Snec��`r'.ca• .one.
ProaP de holes for blockixg and anchorage as directed by the, General Contrractor No
shop drawings tare required.
Do incidental. work necessary to complete the btzi I demo, i
Install #1.8 mesh copper screening at Galleries #1 and #2, as shorn, /
Cam-tat/ea 1 x h vertical redwood siding for s crag walls at entry.
(1) . Ltrsbor• for rough caroent
g ry ..hall. be #2 Common Grade Southern Lan, Ye11.o�r' Past9 -.
(2) Joiarts, raters- and stringers - Cora:ton Douglas Fir or SPIB Long Leaf fellow Pine.
(3) Treated !amber - r.t.ates, Moor joists, rough becks, fascia board and .ft �- strips shall
be vat pressure treated with chromated znnc chloride
(1.t) ^n ec.'arood siding - Grade B or better.
I c. Methods and ",orI Only ele led, first class carpenters,,,,s w`'t•t be employed under this
Contract. All c r ,cuter rock shall.,:" done tinder the direction of
an experienced Carpenter For^ , acceptable to the • Architect.
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a. 17 ark Included: Rough• �rrork for other trades - Do rough work for pl rs, roofers and other trades wherever required.
Fozar, Centers and. Templates .- Btti,ld for: , centers and to plates required by the several trades
and for an concrete 'work. ".‘
- Exterior walls shall bc' . furred ' d th 1't; x 2t' -treated Cypress furring
strips. First floor furred with 2 x u strips 16" o.c.
2nd floor ce•>lings 1" x 2" s*.,rips'16" o.c. •
Furnish and instcl1l m..scellaneous rough harrirrase not furnished by the trades.
Tnsia.1 backs and frames for doors and win-lore.
I.all. .12.*rork including interior and e_x'Ferior wood doors and Tinders, cabinet t 'cork, and shelving.
In ta1a. finish hardware as supplied by Hardware Contractor and selected by"'„he Architect.
Grounds - Set grotaldr, for all trim, base, etc., lever,, straight and tree for V
platit:ering.
Cutting - Cut rough carpentry and patch as required rred for a1' trades. % 13. Pl ..► /G
LATHDTG, PLASTEi NO, ST^CCO:
Work Included: (1) The material and labor to complete the exterior stucco work and interior lathing and
plastering is to be ft enished ender this contract. All exterior concrete and block
work except stone shall be stuccoed.
Ifterior partitions, walls, and ceilings shall be plastered on rocklath.
Lime Plaster - Smooth sand finish throughout except in Garage.
Cement plaster in Garage on North Trail. Ceiling is not plastered,
Keene Cement Plaster in } dtchen and. Bathe.
b. Materials
ROOFING AND SHEar
ao stork Included:
b. Materials:
'Method;
.f.7,
iV $t `Or K Air CABINS . TMTO?
work Included:. Furnish the following:,
a. Work Included: (l.)
{3
(5)
(7)
(E)
(1)
(2)
(3)
(5)
(1)
(3
(5)
(6)
b. Zratera ale
Co t"+or lamanship:
1.' F ,OCRS:
Work Included:
(2)
(3)
(4)
Materials: (1)
(2)
(3)
1.)
(1)
(2) Hydrated Lire:
(5)
(5)
*or'rnsh p:
(
a
s
Expanded metal lath:
G 'p'uct Lathe
Other materials shat
Hard wall Plaster:
3 lbs. per sq. yd, dntn. May lath 'shall be #18 gauge . itt mesh
wire fabri c0 Metaal lath shall be heaver* galvanized after fabrication.
Slaked at the mill and =axe. with water to fort a putty and stored for
at least 214 hours before e:se.
tTSG or egea3.,, 3/8" thick,
be as specified. tinder "Concrete & Masonry."'
y."
Absolutely =tooth putty coat finish plaster, troweled to a perfect finish.
Rock lath shall be used throughout on , walls except as othorrlso specified and excopt for
corners, soffits, mocld^, etc., where rtet ^l lath shall be used.
Metal lath shall avoided as mech as possible and shall be used. is conjunction with
corners, soffits, etc,, only. Plaster all surfaces, except metal lath, with two coats; plaster netal lath vrith three coats.
Bro n coat shall be stn'face dry before the next ir> applied. The brown coat shall be -
scratched to provide for the white. coat. The white coat shall be brought out even with
the - face - of the greands with rlarbies and row,
(5) Stucco,sh.br 3/1 , thick Portland cement stucco. The stucco shall consist of two coats,
each composed of one part Portland cemorx✓ and three parts coarse sand to . which add sufficient
hydrated lime to secure a workable rmix. :.`rowel the first coat with sufficient force to
bond it well to the w t1l0 Scratch the first coat and keep it wet for !r$ hours, Apply
finish coat when first coat is surface dry. Erect smplos of finish for the approval of
the Architect. Surface of the stucco on the exterior of the building will have a smooth
brush fish.
TILE-
Basic Specifications: The basic specification for tile Yrork, C -3O0, Third Edition, issued by the national
Tile Manufacturers Association, insofar as any portion is applicable to this. building
in made a part of this specification and contract.
b0 rork Included: (1) Wainscots and floors as chow= in Bath Room No 2 and Powder Room,
(2) Standard porcelatin accessories for Baths as shown on the drawings,
'iateria1s: Glared Tile - Standard ale, �c x 4', matte f n eh colors selected.
Provide bullnoso, cap, cove base and proper am tiles as required,
1iethods & Workmanship: In accordance kith above mentioned spec Lcat.ono S in Portland cement and point 4 , - ..h
white mortar.
(1) r'trnish labor and :materials to corer and flash roof sarfaces of the bedl.ding except
carport and maid's rringo
(2) Co-operate with Plumber • and other trades in flashing vents and roof 'drains.
(1) Best quality coal tar pitch.
(2) Standard -;de,•rag felt 36 - Tride
(3) Gravel - Clean, dry, tdod, between 1" and 5 /8 sizes.
(4) Copper - 16 oz soft rolled for roofing and flashing
(5) Solder - _ialf pig load and half block
8c Workma whip:
Roofing: After the roof sae-face is s moo th and clean, cover the entire straface with one laver
of but ild4 ng paper,. Over `able paper place to plies of 15 lb o sat- rated felt embedded
triteb. aoplied at the rate of 30 l'.. per 100 sq. ft. O r this roof ng instill one
-aver r of 30 lb. felt lapped 19 and embedded its f i11 width in pitch applied at the
rate of 30 lbe. A uniform coating of :roofing pitch shall over e o
•�. ha.,�, be ^o'n'ed eve_ �h., ,,:xtire
space ce using not less than 60 lbs. per. SOO sq. ft., into which rthile hot, shall be
embedded not loss than 1400 lbs. of gravel per 100 sq. it. Felt shall be p laid without
r i, cles or buckles rand be turned -, vortical n .^ s A .
,..�rnec, u on all vti<r_ �rical arr.tacc.�, cotznuerfl�esn against
vortical svrfaees • All flashing and count✓'? flashing to be copper as specified =der
•t. above. Renoroe loose ,eel upon completion of this work.
Roof to be guaranteed by Roofer for a period of three years after installation.
Closet shelving, cleats hookstr'ip and ^hoe rack^.
wood doom as scheduled. - ..
interior . and o e 1 'Leg o
T %cal 'rood base, trim and rte':'? dings.
Bath No. 2 cabinets as detailed ed Factory . finish.
All er_tterior and interior rood trim as detailed.
Striated F:.r Premed rra2Js in Dining Room and Planting Cab #1 & #2.
Fo, wca top, Bath No. 2 counters.
Pier treaders and risers for Stairs
Kitchen cabinets shad be "Porte - bill?"' with Forn:ca top by Sergent Tile & Cabinet Co.
-raarior trim and frame
interior trim
Cabinet ?rood
St sated Plywood
ter:i.or woodwork
Chop drawings required
Asse:tb3y and Joinery
(14) Interior door frames
(5) Exterior door frames
(6) 'Shelving
Work Included: (1) Plate glass for Foyer evindcv and slidTartg doors as schedatled
(2) Mirrors • of sizes, indicated on dra rugs in Bath No. 2 axed r
Bath No. 2 and closet No. ;mss' room and doors for
"
C3 3, also w<+1I, panel between these doors.
) Z,oavrc':, 1/E" thick, in entrance door "A"
Glaaing of Gate City sash and glass jalousies is a tart of those s
.
P ore sub - contract.
(5) M aliite light panels' for exterior wall. at stniro.
b. materials:
ITorkn
12. w+'IsUDOC75: •
Ftn:ttsh and instal. all "Gate City" type sash indicated on drawings and in schedule
ty" awr�.n t ash. as
complete with #18 mesh bronze screens, wood stools and aprons ex cost for Bath
(1) Plate Gla. - Gazing qt ale ty .tr th:tek•
( Terrors — 9" polished plate glass, "A" quality.. Copper backed.
(3) Louvrex as manufactured. by Libby Ovreas Ford.
(14) Maenalite B - P anin .1t" thick as mac lured by 'M .ss:i.ssippi Glass Cam;
Mob. crier glazing
(2) *Micro=
(3) Warranty,„':
(2:) Tn.^•'toa
- i■To. 1 Cypress.
- tit. Pine or other approved ''rood.
- Selected soft hardrood fr. = a 11 stock*
'''r11.1a0.•i.E' rr•
• Bnited States F?rvood Corp. ""eldtex ". 5/16" thick.
- Primed. before erection.
on all special t � :rork and cabinet work.
- Assemble at mill whore practicable. joints shall be
mitered, mortised and tenoned or glued in accordance 'rich
best trade practice. Ecpocod nails countersunk.
- 25 /32" 'vr.t ,�h z x 1 -5/$r planted stops.,
- 1-3/24." stop.
?abetted op.
25 2" 9l Corm stock with approved cleats.
hanging rods /00" o.c o inaninntl•
- Glass set in wood fr^aner : Bed, backnztty and f
stops as detailed.
a •putty Use ?rood
Cushion with trooct blocks to assrae ventilation of backs.
Written g ucaratatee for . one year. skilled mad competent mechanics.
Exterior stucco*- 2 coats approved cement pant,
Exterior woodwork - 3 coats prime, lead and oil.
Interior plaster - 2 coats - pint. -
Interior ?rood work - 3 coats - approved lead ll r
pr. nee and oil, dull enamel, sand between each coat.
Field coat for streetarea steel - 1 coat, black asphalt . .
Bath and Mitchell a11s . and ceilings ngs _.. 3 coats Prd.r.ne, lead and oil, enamel.
Caulking of all exterior fame.
S :.LW arnvel roof with one coat white cement p1i,TXt.
Red lead - ASTM Specification D-83
White lead -
D -234.
"
•Linseed Oil -
" • D-31.7 for Clas ✓ A whiting putty.
Putty
Pmts - .Colrn's in oil,, pprovod aaeufacture.
By sk-r .ed, competent decorators, acceptable to the Architect.
All trim back - primed. •
Manufa turerst Directions 5!1,122:. be • foe? ar"ed for ready eland produc is 0
Patty nrr11 holes and shellac lelots. -
Patch and clean surfaces alter other trades have f •i nti xl their work
Remove finish hardware before painting; then reset it.
3/P plyrood floor over. wood s b- floor in Eedroma No.
Linoleam floor over �" plywood floor in Kitchen.
Asphalt tile in Bedroom No.2. -
' ?• Pl in Gallery No. 2 covered with heavy duty
Plywood floor - 3/E" fir plywood - 74. Plaerrood Corp.
Li nolotttt - Armstrong or equal cemented to sub floor
Asphalt tile - Arrerone, or equal' cemented to sub !Moor
W. PO Plywood - 3/21." Marine. Plywood - L', S. fl. wood Corp
canvas.
glazing t
1, closets, No 2 and No. 3 'and linen room.
color as selected te.
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\ LA GASSE POOL CONSTRUCTION
2077 WEST BROWARD BOULEVARD, FORT LAUDERDALE, FLORIDA
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PHONE 537-1000
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OFFICE
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OWNERS NAME
AOORESS 12-76) N‘ )9
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LOT 4
BLOCK
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THE ITEM US\ED MOW SH 0 U DISCUSSED
AND CHECKED f'F. WHEN 0E1S1000 ANO
ACIPIED, - OWNEit ANO LA CASSE REPRESENTATIVE
SHOULD 9091 SIGN APPROVAL SEL W.
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LA
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LJ DIRECTI
INOICATI
L ARROW
N NORTH
SEWERAGE
0 SEPTIC TAN LOCATION N ?
0 SEWER PI PI
StZt OF PCOL
- 0 DIMENSIONS TO I
0 DIMENSIONS TO L
0 ELEC. SERVICE T
OIMENSIONS TO PO R LINE
OVERHEAD [j UNL3 RGROUNO
0 ILTER & RAW LOCkTION
0 IIGHT LOCATION
0 JUNCTION 80X LOCATI
0 LIGHT SWI TCH LOCATI
0 sPOE:it OF ENTRY DROP? YES
0
0 SIM LOCATION
0
0 NEIGHBOR PROPERTY YES 0 NO 0
0 HAUL AWAY? YES 0 NO
0 PATIO FINISH
0 PATIO 01 NSIONS
0 SCENE ? YES 0 NO 0
0 SCREEN DI SIONS
0 SCREEN TO LOT LINE
0 FENCE? YES C] No 0
0 EXIST FENCE EIGHT
0 FENCE OMEN C1NS
0 PLANTERS IN P T I 0?
0 PLUMBING pi PING LOCATI ON
0 SURFACE SKINMER t OCATI0t4
ERs a GR YES C] 0
El LAOOER? YES 0 0 0
0 LAMER LOCATION N
0 SWIM our YES 0 N 0
0 HAND RAIL? YES 0 NO J
0 ELEVATION?
0 TYPE OF SOIL?
PILING 0 SAND rCK
OTHER
SURVEY
, SPRI NKLERS?
TREES SHRUBS 0
F it
' GAS 0 ELEC.
11,Tkir Rocm LOCATION
9/
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APPROVAL 54 GNA TU
D(€-Si ON
SE
T LINES
HOUSE
C.3
Leg nd
- Centedine
Res - Residence
Fd - Found
Cone - Concrete
CI, - Clear
R1W - Right of way
Clf - Chain link lane
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W4esJ
85
Note: Lands shown hereon were not abstracted
for easements and or right - of - ways of record.
Legal description provided by client
Elevations based on
Elev. - , N Datum
l �e
Bearings if shown are based
on assumed meridian and
Plat of Record.
l37///J.4
/0/-v-
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as '
7
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SURVEYOR'S SEAL
REVISED:
i
mi.,
BOUNDARY SURVEY
I HERESY ,J•Iw.r I
wwY ,cANC•I .w
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M
N ii 027 fla•�.• 1.01.2, � It •ae • "\ ,. AC
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M
GA B. CASTEL
eelstered land Surv•yor Na. 412e
State of Florida
Mt
Ohara M
R
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LEGAL DESCRIPTION
Lot 4, Block 185, BAY BREEZE SECTION MIAMI SHORES, according to the plat thereof
as recorded in Plat Book 42, Page 25, of the Public Records of Dade County, Florida.
SURVEY FOR:
SCHURR, Walter P. and Lisa M.
1270 NE 102 Street, Miami Shores, FL 33138
Certified to: Walter P. and Lisa M. Schurr, BankAtlanCic, a Federal Savings Bank,
its successors and /or assigns as their interest may appear and Lawyers Title
Insurance Corporation
GARY 3. CASTEL SURVEYING, INC.
LAND SURVEYORS
12018 S.W. 132nd COURT, MIAMI. FLORIDA 33186
(305) 253-9720 (305) 253 -6787
FLOOD ZONE. AE
DATE: D ,7� 1 /.91/Ng0.9
You are
discloses
BUILDING
THEREFOR.
PLANS.
By 6 -4
NOTICE OF VIOLATION
SUMMONS TO APPEAR
MIAMI SHORES VILLAGE
vs
OWNER
WALTER P. SCHURR
1270 NE 102 ST
MIAMI SHORES FL 33138 -2618
CODE ENFORCEMENT BOARD
MIAMI SHORES VILLAGE, FLORIDA
CASE NO. 002489
DATE: 12 -17 -91
TENANT
WALTER P. SCHURR
1270 N. E. 102 STREET
MIAMI SHORES, FL 33138 -2618
PROPERTY: Subdivision: BAY BREEZE SEC MIAMI SHORES PB 42 -25 Lot:
Block: 185 A /K /A 1270 NE 102 Street
hereby notified that an inspection of the above property
that you are in violation of ERECTING OR CONSTRUCTING ANY
OR STRUCTURE OR ALTERATION WITHOUT FIRST OBTAINING A PERMIT
BUILDING AN ADDITION IN REAR SET BACK, NO PERMIT OR
Requirement for Correction: STOP ALL CONSTRUCTION IMMEDIATELY. MAKE
APPLICATION FOR PERMIT, AND OBTAIN PERMIT. REMOVE UNLAWFUL ADDITION.
You are directed to correct said violation by 01 -17 -92 as
on the original citation and to notify the Inspector
violation has been corrected. Failure to do so will
charges being filed against you with the Code Enforcement
Miami Shores Village.
If the violation(s) is (are) not corrected with the approval of the
Inspector within the specified time period, you are hereby commanded
to appear before the Code Enforcement Board, for a hearing on
02 -06 -92 , at 7:30 p.m. in the Council Chamber, Miami Shores Village,
10050 N.E. 2nd Avenue, Miami Shores, FLorida.
THIS IS YOUR NOTICE TO APPEAR AT THAT TIME AND PLACE. FAILURE TO
APPEAR WILL RESULT IN THIS MATTER BEING HEARD IN YOUR ABSENCE.
IF YOU ARE FOUND GUILTY AND YOU FAIL TO CORRECT SAID VIOLATION, THE
CODE ENFORCEMENT BOARD CAN IMPOSE FINES AGAINST YOU OF UP TO $250.00
PER DAY, IN ADDITION TO A MINIMUM ADMINISTRATIVE FEE IN THE AMOUNT OF
$110.00.
If you have any questions, please contact Inspector RICHARD TRUMBLE
at (305) 758 -8000.
Received by:
Miami Shoes Village Code Enforcement Board
By: Zl
By:
Inspector /Agent
indicated
that the
result in
Board of
This Notice of Violation /Summons to Appear was hand
delivered /mailed certified, return receipt request to WALTER P. SCHURR
on this 18 day of DEC , 1991
Miami Shores Village Co �, nforcement Board
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miss OTiO VISL STRUM, .
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