5864 SW 77 TERR_EB-05-054-027 00
GENERAL NO
® 0
4' WIDE WOOD ACCESS GATE WITH SELF-CLOSING
DEVICE AND SELF-LATCHING DEVICE TO 5E LOCATED 1. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT
,
ON THE POOL SIDE MIN, 3' BELOW TOP 28 DAYS UNLESS OTHERWISE NOTED
GATE (U.O.W.).
TO COMPLY WITH F C. fDY OTHE 51 1 ALL REINFORCING STEEL SHALL BE DEFORMED BARS, AND
PROPERTY LINE 143B4' SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI GRADE 00 LO 0
�'-O' ®° "� 60, AND MEET ASTM A-36 SPECS, LO z4:Izz
1 ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 36,000 PSI, AND MEET ASTM A-36 SPECS,
01 °° ( 4. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING Ea
/ A BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE 0)
�-i-�-— ----—--------- ----- -�---®-!- ' A I FOR DETAILING REINFORCED CONCRETE STRUCTURES", U.Q.N.
_--®
�(-( ( I I -----_ I Z I 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS LO
25 '�'' ( I I----� ----1 I I I--°®- - - --J I I 2 '-0' cn `�t�� AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL -
I SETBACK ®- `i -1O `° I SET ACK BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER
( I BEFORE PROCEEDING WITH THE WORK. Cd
6. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH E-1 0 '
4 I I ' ARCHI- TECTURAL, A/C, ELECTRICAL AND MECHANICAL DWGS., TO
LH IO" VISIBILTY 4' WIDE ACCESS GATE I 1 I I 12 `` `�vii I ' LOCATE OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLABS, '
TRIANGLE WITH SELF-CLOSING � I I 12 �q�,� 4 -1 4 AREA BOLTS, CURBS, ETC.
DEVICE AND SELF-LATCH) G I I I L-----._..__... -- _ � 12 2 12 � °; a
I I 1 �. ._._---- -� -_ � I 7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH c�
DEVICE TO E LOCATED I ( I I � ACI-301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
1 I ON THE POOL SIDE MIN. I `���=' I I I I I 1 BUILDINGS
3' FLOW TOP GATE oar
TO COMPLY WITH F .C. ( 1 I I I I B. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH
OTHERS) ®- _ -- ---- - I I ACI-347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK." 7P N 0
4., ^-�-!-1--- I _---- I I I IO' VI I ILTY 9, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT/
TIRIANGLE ENGINEER'S APPROVAL.
I - GRA$$nL I ►
( 1 I 10. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
1 11. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAILy
`�'' • I I 'I I I ONLY, SIZE AND AMOUNT aF REBARS ARE AS PER SCHEDULES,
G A�rL� N ,, 12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS,
I I I I I Z INCLUDING ANY REVISIONS, BEFORE STARTING CONSTRUCTION, 0
I A - I H I'I'-S® t-O 13. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS
J N OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES a
I ' HAVE BEEN APPROVED IN WRITING BY THE OWNER / ARCHITECT /
4 ���4�_� q `�" H I ENGINEER.
� IcKAVR ( I I2 1�
0� I I �� °L°� ( I f ' �4 , � IV��a r ` G� 14, THIS OFFICE DOES NOT ACCEPT ANY RESPONSIBILITY FOR
SWIMMWA L H THE INTERPRETATION OF THESE PLANS BY OTHERS, UNLESS
1 cBY 0TWER5) �J REQUESTED IN WRITING, AND IT IS GIVEN THE AUTHORITY TO
H I Z, CHECK AND APPROVE SHOP DRAWINGS; AND TO VERIFY THE
a 1 I I I � r - 1 ACTUAL PLACING OF REBARS IN THE FIELD
� `-' �- 15. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF
I I LOCAL ORDINANCES AND THE "FLORIDA BUILDING CODE",
CURRENT EDITION.
I I j N 16. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS
I-I IO VISIILTY AT FIELD PRIOR TO WINDOW PLACEMENT.
11 I I 2a`_O TRIANGLE
I I 17. NO TIE BEAMS SHALL BE FORMED / POURED PRIOR TO
I
GREEN ARE TRUSS SHOP DRAWINGS APPROVAL,
18. ARCHITECT / INTERIOR DESIGN ENGINEER'S VISITS AT THE
__ I SITE DURING CONSTRUCTION SHALL BE SCHEDULED NTH
--- -----I CONTRACTOR BEFORE COMMENCING OF WORK AND DURING
12 12 - I CONSTRUCTION SHALL BE COORDINATED WITHIN 24 HOURS IN
INS - U I ADVANCE PRIOR TO INSPECTION.
m I 19. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS
PURCHASED BY THE OWNER AND GIVEN TO THE CONTRACTOR
1 (A} FOR INSTALLATION.
1 20. THE CONTRACTOR SHALL NOT PROCEED WITH ANY
FICATION
' ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOT)
® TO THE OWNER FOLLOWED BY A CHANGE ORDER.
0 DO
PROPERT'r LINE 143.a4' , 21. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS,
4' WIDE WOOD ACCESS GATE WITH SELF-CLOSING / SECURE AND PAY FOR ALL SANITARY FACILITIES, BARRICADES,
DEVICE AND SELF-LATCHING DEVICE TO BE LOCATED ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE
ON THE POOL SIDE MIN. 3' 5ELOW TOP OF GATE PROGRESS OF CONSTRUCTION, CONTRACTOR SHALL PROTECT
TO COMPLY WITH F.B.C, ( Y OTHERS) -! NSITE FLAN ADJACENT PROPERTIES.
CAL : 1/8' = V-0' 22. THE ARCHITECT / INTERIOR DESIGNER / OWNER HAS THE
RIGHT TO REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES
NOT MEET HIGH QUALITY STANDARDS OF THE VARIOUS TRADES
INVOLVED. P-4 LO
23. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD
4° OF MULCH TO s SECURITY AND FORCED ENTRY PREVENTION OF CHANGE ORDERS AND VARIATIONS THROUGHOUT THE LO EXTEND OVER BERM
PROGRESS OF THE WORK. USE ONE SET OF DOCUMENTS 4' NIGH EARTH BERM LANDSCAPE LEGEND SOIL AT THIS SITE IS SAND & ROCK ADEQUATE TO SUPPORT THE 1. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH EXCLUSIVELY FOR THIS JOB.
12"MIN. TO ENCIRCLE SHRUB Chapter 18A-Ordinance 98-13 DESIGN LOAD OF 2000 PSF. AFTER EXCAVATION SIGNED AND IN THE FLORIDA BUILDING CODE. 24. THE CONTRACTOR SHALL DELIVER THE ANNOTATED JOB C3 E-1
SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE 2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A RECORD SET TO THE OWNER UPON COMPLETION OF THE WORK
ZONE S-3 ENGINEER ,ATTESTING THAT THE SITE HAS BEEN OBSERVED AND FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN AS A CONDITION OF ACCEPTANCE.
REMOVE ALL BURLAP AND TWINE DISRTICT THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN THE FLORIDA
FROM TOP OF ROOT SUBSOIL To BE LOOSENED WITH THE DESIGN IS BASED ON. 25. CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RECIEVE
SYNTHETIC BURLAP AND/OR BUILDING CODE,LEGAT ENTIRELY A PICK PRIOR TO PLANTING (acre) Net Land 1®,7s8 (sere) Water Bodies (acre) a THE PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL F4 W
TWINE TO BE REMOVED Gross Land 14,162
3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY BE CLEAN AND DEBRIS SHALL BE REMOVED FROM THE SITE. THE
BACKFILL WITH TOPSOIL AND PEATMOSS IN REQ. PROV. OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CONTRACTOR SHALL MAKE EFFORT TO MAINTAIN THE FLOOR f24 C�o
A 31 RATIO BY VOLUME. Landsca e Open Space (if applicable) q LOT 6 BLOCK 142, CORAL GABLES RIVIERA SECTION PART NINE CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLT WITH HARDENED BOLT CLEAN DURING CONSTRUCTION PROGRESS. LEFTOVERS FORM
LAYER IN S LAYERS, WATERING EACH Landscape p ( pp } INSERTS. MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN SEALED
LAYER UNTIL SETTLED. DO NOT TAMP, SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN ,N-
Greenbelt Width (if applicable) feet feet PLAT BOOK 55, AT PAGE 84 OF THE PUBLIC RECORDS OF DADE 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE CONTAINERS.
SHRUB DEVIL. COUNTY, FLORIDA, SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE 1
�O °�®' O � 26. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND
Lawn Area (as defined in Ordinance)
INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8" MIN. METHODS OF CONSTRUCTION, AND FOR THE SEQUENCES AND P4 co co �I
TREES x,4°12 SO FT THROW BOLTS WITH INSERTS. PROCEDURES TO BE USED.
Trees per Net Lot Note: 30% of required trees 5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE 1
P ( q 27. FOR BURGLARY INTRUSION NOTES REFER TO "METROPOLITAN
RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE DADE COUNTY CODE", SECTION 8C/18,
and/or palms shall 3 PER NET LOT =, `° lCJ
be native species. No more than 20%Q of the native tree LOT A• A ® 10,155 . T. PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND LATCHES. °
requirement shall be Sabal Palmetto [cabbage palm]} 28. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL a
6. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON GOVERN THE LOCATIONS OF THE INSTALLATIONS OF THE
(Trees int the right of way (*} or on private property}* will
Street Trees ro PER T LOT GROUND L_. A/C s ,2 T. REMOVEABLE PINS AND NON-EXPOSED SCREWS. MECHANICAL AND ELECTRICAL SYSTEM. CONTRACTOR MUST INFORM
SECOND FL. Alm AREA 1,-12 T. THE ARCHITECT BEFORE FORMING ANY CONCRETE BEAM IF
7. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN
require Public Works approval or Special Taxing District. NATIONAL STANDARDS ISTITUTE'S STANDARD 297.1. INTERFERING WITH A/C DUCT OR PLUMBING FIXTURES EXACT A! LOCATION. ANY DEVIATION FROM THE MECHANICAL / ELECTRICAL
TOTAL NUMBERS OF TREES S PER NET LOT TALC AREA 3,� . FT.
8, VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF PLANS TO ACCOMODATE THE ABOVE CONDITIONS SHALL BE MADE
Sxi = O SHRUBS THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL WITHOUT ADDITIONAL COST TO THE OWNER.
Shrubs (1O shrubs for each tree required} AREA t 1 T.
*30% shrubs COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S STANDARD 29, THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP
*Irrigation system required pursuant to hedges shall be native species. TERRACE 335 SQ. FT. 297,1, DRAWINGS, ALL ADDITIONAL DETAILS WHICH ARE INFERABLE FROM Chapter 33 Dade County Cade COVERED VERANDA `° 130 SQ. FT. 9, WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL THESE PLANS AND WHICH ARE NECESSARY FOR THE EXECUTION COVEiRED
ENTRY 62 SQ. FT. CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AND COMPLETION OF THE WORK.
Business (BU) and Industrial (IU) zones C - m T AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MACS ASSOCIATION 30. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, °
-` STANDARDS FOR FORCE ENTRY RESISTANCE, AAMA 13033 PROVIDE LOCKS. MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE THE •-a
DOUBLE STRAND OF 10 GAUGE A). Open space required per Section 33 of Zoning Code EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF CONSTRUCTION OF THIS JOB. p'
GALV. PER TWISTED (THREE net lot area (sq.ft.) x %= sq.ft. MAX. 5 : 3,23 . T. (309'. MAX) WITHSTANDING A FORCE OF 150 LB. APPLIED IN AN OPERABLE DIRECTION. Q)
GUYS PER TREE, SPREAD •®-
12O DEGREES APART) -- GARDEN HOSE B). Parking lot landscaping required per Chapter 18A-6(J) 31, UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE �+
number of parking spaces= x 10 s ft.= s ft, I- PROVIDED 3,23 T_ SC FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR ARCHITECT SHALL ISSUE THE CONTRACTOR A "PUNCHLIST",
E OF MULCH TO p g p q° q INDICATING THE OBSERVED DEFICIENCIES IN THE WORK. THE
WHITE FLAGGING TAPE SCOPE OR VISION PANELS.
EXTEND OVER BERM C . Add A+B= sq.ft. (total lawn area required} CONTRACTOR SHALL MAKE SUCH CORRECTIONS AND ACHIEVE
4° HIGH EARTH BERM D . Maximum lawn area (sod} permitted 2O of A B= Sq.ft. MAX. IMPERVIOUS AREA : 4,31 T (�4 % MAX) FINAL COMPLETION WITHIN 14 CALENDAR WORKING DAYS.
TO ENCIRCLE TREE x .20= sq.ft.
E). Maximum lawn area provided sq.ft. IMf=ERVIOU5 COVERAGE VI 4,215 SQ. FT. COMPONENTS OF MEANS OF ESCAPE 32. CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT
12°`MIN.
FEATURES ON THE ADJACENT PROPERTIES AND ACROSS THE
A. NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS STREET THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT AND
f THAN 28" WIDE EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE 0
UNLESS A LAGER DOOR OPENING IS REQUIRED TO SATISFY DISPOSAL SYSTEM INSTALLATION, cv
Tree Name Native Max. Canopy Height REQUIREMENTS OF THE FLORIDA BUILDING CODE.
SUBSOIL TO BE LOOSENED WITH Species Height Diameter at Time LOCATION 2°X2'X3'-O° STAKE, A PICK PRIOR TOPLANTING Symbol New Scientific Common Yes NO of TI N PROVIDED
/ B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN
NOTCHED To RETAIN GUY
Planting OPEN THE DOOR FROM INSIDE THE CLOSET.
QUERCU5 LIVE T 25'-0' 25'-0'
Vl INIANA O YES ��a-O. ,�`'�" C. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE co CVJ 'o
c3 o cALLICARFA AMERICAN Y a_$® L=:t]d 15T L SIDE '1°� ' �'� ' OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 0
REMOVE ALL BURLAP AND TWINE AMERICANA BEAUTY-BERR`C CALL 48 HOURS
FROM TOP OF ROOT BALL. *Shrubs to screen A C units & 1 T La I -1°®0 11`® ' D. DOORS MAY BE SWINGING OR SLIDING.
SYNTHETIC BURLAP AND/OR
BACKFILL WITH TOPSOIL AND PEATMOSS IN / Pool equipment to be planted at Ht. of 36" BEFORE YOU DIG
TWINE LY BE REMOVED A 3.1 RATIO BY LAYERS, **Trees in ri ht-of-wa N L I 151-0- '® E. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST ®•
ENTIRELY BACKFILL IN 9" LAYERS, WATERING EACH g y shall be free of obstruction between the height of 1
LAYER UNTIL SETTLED, DO NOT TAMP. (3) and (61 feet. EGRESS WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH
2N SIDE 15'-0' 24'A1 ' IMPEDE OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED 11T 800 432-- 770 `D
SHADE TREE DETAIL FEAR 251-01 ,® ® SHALL BE PROHIBITED. -"-
SUNSHINE STATE ONE CALL OF FLORIDA, INC 4 ®'.
MAXIMUM HEIGHT ALLOWED ='25' T ,
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