00-0002-027 U
75.0'
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/ EXISTING ELECTRIC POLE
NEW 6'-0" WALL
NEW UNDERGROUND POWER LINE
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EXI NG OVERHEAD POWER LINE GENER /\ L NOTES
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-- EXISTING POOL DECK -
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TO BE REMOVED
GENERAL NOTES DOORS & WINDOWS ° IF,- o
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�, I) THE CONTRACTOR DOCUMENTS INCLUDE B0111 THE ARCHITECTURAL AND ALL THE 1) WINDOWS AND DOORS SHALL HAVE CURRENT DADE COUNTY PRODUCT APPROVAL
ENGINEERING DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES BETWEEN AND MEET ALL REQUIRED WIND PRESSURE AS SPECIFIED ON THE DRAWINGS.
5'-0" o / PORTIONS OF ]HE CONTRACT DOCUMENTS SHALL BE BROUGHT TO 111E ATTENTION CONTRACTOR SHALL SUBMIT IHE REQUIRED APPROVAL DATA FOR ALL MATERIALS
OF THE ARCHITECT AND FIE SHALL APPROVE THE CORRECTION PRIOR TO PROCEEDING AND ME111ODS OF ATTACHMENT TO THE BUILDING DEPARTMENT WHEN APPLYING
1 / WITH THE WORK. FOR A BUILDING PERMIT.
1 2) THE CONTRACTOR SHALL WARRANTY HIS WORK FOR A PERIOD OF (1) ONE YEAR 2) GUARANTEE: ALL WORK UNDER THIS CONTRACT FOR DOORS AND WINDOWS SHALL
EXISTING POOL AFTER COMPLETION AND ACCEPTANCE OF THE WORK INCLUDED IN HIS CONTRACT BE GUARANTEED WATER-TIGHT AND LEAK PROOF FOR A PERIOD OF ONE (1)
X WlTfi 1TIE OWNER. 1111S INCLUDES THE WORK OF ANY SUBCONTRACTORS OR YEAR FROM THE DATE OF COMPLETION BY THE GLAZING SUBCONTRACTOR. SAID
SUPPLIERS. CONTRACTOR SHALL REPAIR SUCH LEAKS AND REPAIR OR REPLACE ANY DAMAGED
NEW POOL I / \
WORK OCCURRING BECAUSE OF SUCH LEAKS WITHOUT ANY COST TO THE OWNER.
EQUIPMENT I 3) CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PERTINENT TO HIS
HOUSING I I CONTRACT, INCLUDING THE LOCATION OF ANY UNDERGROUND UTILITIES, PRIOR 3) BURGLAR INTRUSION REQUIREMENTS FOR EXTERIOR WINDOWS AND DOORS.
TO STARTING CONSTRUCTION. A) ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING A
FORCE OF 300 LBS. APPLIED IN ANY MOVEABLE DIRECTION.
4) ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL NOTIFY B) ALL SINGLE EXTERIOR DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM
- THE ARCIiHECT OF ANY ERROR, INCONSISTENCY OR OMISSION HE MAY DISCOVER THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING
7 -I"
j ON THE DRAWINGS PRIOR TO CONSTRUCTING THOSE ITEMS, ALL SUBCONTRACTORS COMBINATIONS. IF KEY-IN-THE-KNOB LOCK IS USED, THERE SHALL BE AN
SETBACK '
ARE RESPONSIBLE FOR CORRECTION OF ANY ERROR AFTER TITS START AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS.
r OF CONSIRUCTION WHICH HAS NOT BEEN BROUGHT TO TIIE ATTENTION OF THE C) HINGES ON EXTERIOR OUT-SWING DOORS SHALL HAVE NON-EXPOSED SCREWS
0' 8°� j ARCHITECT. THE MEANS OF CORRECTING ANY ERROR DISCOVERED SHALL BE AND NON-REMOVABLE PINS.
APPROVED BY THE ARCHITECT. D) GLASS IN EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL
STANDARDS INSTITUTE 297.1.
5) THE CONSTRUCTION SITE SHALL BE MAINTAINED ORGANIZED AND NEAT AT ALL
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SETBACK TIMES. CONSTRUCTION DEBRIS SHALL BE CLEANED UP PRIOR TO THE CLOSE OF
j - EVERY WORK DAY AND DEPOSITED IN A CONTAINER SUPPLIED BY THE CONTRACTOR. U
STUCCO LU
I) ALL EXTERIOR MASONRY SURFACES AND WIRE LATH PREPARED AREAS SHALL _
EXISTING IfLEC. METER; CONCRETE RECEIVE A MINIMUM 5/8" THICK TWO COAT STUCCO FINISH.
TO BE REUOCAT ED V) U
�� 1) ALL POURED CONCRETE TO ACHIEVE A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS 2) ALL STUCCO SURFACES SHALL HAVE A SMOOTH SAND FINISH (NOT HAND
WITH A PLASTIC AND WORKABLE MIX. TROWELED).
2) CONCREIE SHALL CONFORM TO ALL REQUIREMENIS AND RECOMMENDATIONS OF THE 3) ALL STUCCO WORK SHALL CONFORM TO ANSI A-42-2 FOR PORTLAND CEMENT W
APPLICABLE BUILDING CODE AND ACI 301-72 AND ACI 318-95. PLASTERING.
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3) SLUMP SHALL BE 3" MINIMUM TO 5" MAXIMUM. 4) CONTRACTOR SHALL AT ALL TIMES PROTECT GLASS AT DOORS AND WINDOWS FROM In Lu
STUCCO APPLICATION BY INSTALLING A CLEAR PLASTIC FILM ON GLASS SURFACES, U Q
4) FOUNDATIONS TO BEAR ON SAND AND ROCK W1 BEARING CAPACITY OF 2000 PSF MINIMUM OR AN ALTERNATE METHOD AT HIS DISCRETION TO BE REMOVED WHEN STUCCO WORK Q
AS PER VISUAL INSPECTION AS PER 2/, 2 OF THE SFBC '9�, FD. AT THE LIME OF IS COMPLETED. W u'
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CONSTRUCTION, ARCHITECT SHALL SUBMIT TO THE BUILDING OFFICIAL A SIGNED AND Q U 01 10
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SEALED LETTER ATTESTING TO SAID BEARING CAPACITY. T 0 p o
RELO Al ED ELEC. METER J-
/�' 5) FOOTINGS SHALL BEAR ON SOIL Al LEAST 24" BELOW GRADE. GYPSUM WALLBOARD U V) Q
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1) ALL INTERIOR WALLS SHALL BE FINISHED AS NOTED IN IHE FINISH SCHEDULE OR ON
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THE ARCHITECTURAL DRAWINGS. ALL ROOMS EXCEPT BATHROOMS AND KITCHEN SHALL
MASONRY RECEIVE 5/8" GYPSUM WALL BOARD. BATHROOMS AND KITCHEN SHALL RECEIVE 5/8"
BLUE BOARD AND WET AREAS OF SHOWERS, AREAS AROUND BATHTUBS AND TUB
1 1) ALL MASONRY UNITS SHALL HAVE A COMPRESSIVE SIRENGHT F'M = 1000 PSI. PLATFORMS SHALL RECEIVE 112" CEMENT BOARD SUCH AS "WONDER BOARD".
NO BROKEN OR CHIPPED MASONRY UNITS SHALL BE PERMITTED.
2) GYPSUM WALLBOARD IS TO BE FASTENED WITH I" TYPE S DRYWALL SCREWS, 8" O.C. �����+Z�
SHALL BE PLUMB AND TRUE TO LiNE WITH LEVEL AT VERTICAL EDGES, 12 O.C. TO INTERMEDIATE STUDS AND STAGGERED JOINTS 24
I 2) ALL CONCRETE MASONRY WORK SH " "
COURSES. ALL JOINTS TO BE 3/8" THICK AND TOOLED TIGHT AND FLUSH-FUL.L ON EACH SIDE. ALL JOINTS SHALL BE TAPED AND SCREWS AND JOINTS SHALL BE
BED ON HORIZONTAL AND VERTICAL SURFACES WITH VERTICAL JOINTS PACKED SPACKLED SO THAT FINISHED SURFACES SHALL BE SMOOTH AND FREE FROM ANY L,y
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3) ALL CONCRETE MASONRY UNI 1 S SHALL BE LAID W/ TYPE M MORTAR. _ j
ELECTRICAL '11 v a,v. c°::
WOOD
I I) REFER TO ELECTRICAL DOCUMENTS FOR ALL SPECIFICATIONS AND REQUIREMENIS
1) 1 UMBFR USFD IN RAFTERS AND BEAMS SHAI I BE #2 S. PINF W/ A MINIMUM OF CONCERNING THE WORK. rte.( , .►('' �
1050 PSI NOMINAL EXTREME FIBER STRESS IN BENDING U.O.N. (AS IN KITCHEN ���+
RAPIERS. SEE DETAIL 10, SHEET A-4)
2) ELECTRICAL CONTRACTOR TO PROVIDE ALL SWITCHES AND RECEPTACLES AS SHOWN ON
TIIE ELECTRICAL ENGINEERING DOCUMENTS. ALL SWITCHES TO BE SELECTED BY OWNER.
o 2) PLYWOOD ROOF SHEATHING SHALL BE 3//," THICK AND SHALL BE CONTINUOUS
OVER 2 OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND W Lu �0
SHALL BE NAILED WITH 8 D COMMON NAILS SPACED AT 4" O.C. @ PANEL EDGES Q –
AND AT 6" Q.C. ALONG INTERMEDIATE SUPPORTS. THERMAL AND MOISTURE PROTECTION U Of
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ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE 1) WALL AND CEILING INSULATION AS SPECIFIED ON THE DRAWINGS
N w TREATED. SAWN EDGES TO BE DIPPED IN WOOD LIFE PRESERVATIVE. Q o
2) THE CONTRACTOR SHALL FILL ANY HOLES THAT ARE CHIPPED IN EXTERIOR MASONRY WALLS. _
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STEEL 3) CAULKING AT ALL EXTERIOR DOOR AND WINDOW OPENINGS AT THE BUCKS AND BETWEEN
THE FRAMES AND BUCKS SHALL BE DONE WITH "SILAFLEX #I-A" ONE PART URETHANE �W `n F
1) ALL STEEL TO BE PLACED IN ACCORDANCE WITH ASTM AND ACI STANDARDS. CAULKING AVAILABLE AT COASTAL CONSTRUCTION PRODUCTS IN DADE COUNTY OR LL_ o
-� -- APPROVED EQUAL.
2) ALL STEEL SHALL BE FREE OF OIL, SCALE AND RUST.
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3) CLEAR COVER FOR REINFORCING SHALL BE 1 112" AT COLUMNS, 2" AT FORMED O
SURFACES IN CONTACT WITH EARTH AND 3" AT UNFORMED SURFACES IN
CONTACT WITH EARTH.
4) REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 AND ASTM
A-185 FOR WELDED STEEL WIRE FABRIC FOR CONCREIE REINFORCEMENT.
5) PROVIDE VERTICAL REINFORCING AS SHOWN IN SECTIONS. HORIZONTAL REINFORCING
CONSISTING OF 8 GA. LONGHUDINAL WIRES AND 9 GA. CROSSROADS @ 16" O.C. Q
_ (DUR-O-WALL LADDER TYPE OR EQUAL). PROVIDE HORIZONTAL REINFORCING IN FIRST
AND SECOND BED JOINTS ABOVE AND BELOW OPENINGS, EXIENDING 24" MINIMUM, OR
TO END OF WALL,
REVISIONS
S. W. 77TH TERRACE 6) TYPICAL DOWELS INTO EXISTING CONCRETE SHALL BE SET IN MINIMUM 5" DEEP (U.O.N.)
DRILLED HOLES USING "U.S. ANCHOR ULTRABOND 2 EPDXY" INJECTION SYSTEM. DADE
COUNTY PRODUCT CONTROL NUMBER #97-1103,03. zn�
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U� SITE PLAN
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SCALE: I" = 10'-0"
SQUARE FOOTAGE
EXISTING SQUARE FOOTAGE 866.7
LEGAL DISCRIPTION SITE LEGEND - THIS NUMBER DOES NOT INCLUDE THE GARAGE DATE: 01.28.00
SQUARE FOOTAGE ADDED 175.4
THE EAST 20.0 FEET OF LOT 3 AND THE WEST 55.0 FEET OF LOT 2, BLOCK 3, SITE ZONED RS-3 - THIS NUMBER INCLUDES 100% OF THE NEW FRONT PORCH
FAIRGLADE PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN FLAT BOOK t OTAL LOT SIZE: /5.0' X 143.85' = 0/88./Y SQUARE FOOTAGE REMODELED 270.4
45, PAGE 80, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. ALLOWABLE COVERAGE: 10788.15' X 40% = 4315.50' - THIS IS AT THE BACK S.W. CORNER OF THE HOUSE
ACTUAL COVERAGE: 4256.10' TOTAL NEW SQUARE FOOTAGE 445.8
ALLOWABLE BLDG. COVERAGE: 10788.75' X 30% = 3236.40' ALLOWABLE SQUARE FOOTAGE 1866.7 X 25% = 466.67
ACTUAL BLDG. COVERAGE: 2732.40' All OWABLF SQ.FT. (466.67) > ACTUAI SQ.FT. (445.8)
25% RULE DOES NOT APPLY. 14 - 0
SHEET I OF 10