00-0339-004 REVISIONS:
2-27-OI
BLDG. DEPT. COMMENTS
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SEGURIT'*r AND FORGED 47-- �
ENTR'r PREVENTION
100.00' NO02q'15"E
I. PROVIDE INTRUSION AND BURGLARY SECURITY DEVIGE5 AS SET FORTH IN
CHAPTER 36 OF THE SOUTH FLORIDA BUILDING CODE.
2. ALL L06K5 ON EXTERIOR DOORS SHALL BE CAPABLE OF RE515TING A
FORGE OF 300 L55. APPLIED IN ANY MOVEABLE DIRECTION AND IN
ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN THE SOUTH
FLORIDA BUILDING CODE.
3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY
• DATE: 3-I-00
OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 P0551BLE KEY
CHANGES OR LOCKING AUXILIARY 51N6LE DEAD BOLT WITH HARDENED I Q F-
BOLT IN5ERT5,
• DRAWN BY: AMEHS
4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE N
SAME LO6K5 AS REQUIRED FOR 51NGLE EXTERIOR SWING DOORS. THE (X
NAGTIVE LEAF SHALL HAVE MULTIPLE POINTS OF L06K5 WITH 5/8" I < I NG
MINIMUM THROW BOLTS WITH INSERTS.
CHECKED BY:
5. JAM55 OF ALL EXTERIOR OFFSET TYPE IN 5WIN6 DOORS SHALL BE
RABBETED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE 102-00
PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOGK5 AND LATCHES, ( I JOB NO.:
6. HINGES ON EXTERIOR OUT 5WIN6 DOORS SHALL HAVE NON-REMOVABLE
PINS AND NON-EXP05ED 56REW5.
7. 6LA55 AND EXTERIOR DOORS SHALL GOMPLY WITH THE AMERICAN I PROPOSED ADDITION
NATIONAL 5TANDARD5 It INSTITUTE'S STANDARD 281.1.
(ROOF TO BE FRAMED WITH PRE-ENGINEERED
8. V15ION PANEL EXTERIOR DOORS OTHER THAN &LAZING WITHIN 40" OF THE WOOD TRUSSE5, SUBMIT SHOP DRAWIN65 FOR 251-011
INSIDE LOGKING ACTIVATING DEVICE OF LOOSE AND 5WIN6 DOORS SHALL ARGH./P.E. REVIEW) o 0
COMPLY WITH THE AMERICAN NATIONAL 57ANDAR.D INSTITUTE5 I 51DE 5ETBAGK
STANDARD 217.1. { TO MATGH EXI57IN6 O
q. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED 50 THAT NO PANEL 33 3 1 nO
CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOGKED POSITION AND 50 12
AS TO COMPLY WITH THE ARGHITEGTUR.AL ALUMINUM MA65 A550GIATION I I
STANDARDS FOR FORGE ENTRY RESISTANCE, AAMA 13033 PROVIDE LOGKS
AS PER 5PEG 36032(A) (B) 2(AA) AND (G)EXTERIOR WINDOW SHALL BE EXI5TING COVERED P,4T10
LOGKED WITH DEVICE CAPABLE OF WITHSTANDING A FORGE OF 150 L55.
APPLIED IN AN OPERABLE DIRECTION.
ZON I NCB INFORMATION Oo
W LJ ° 0
ZONiN5: RS-3 - - - -
5ETBAGKS: REQUIRED PROVIDED
- - - - - - - - - - - - - - - - - - - - - - - - - - -
5ENRAL NOTES FRONT 25' N/A
Q
I. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT 28 25-011
DAYS, UNLESS OTHERWISE NOTED. N.OA) REAR 25
SIDE STREET 15'D 25' a
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, AND SHALL HAVE
INTERIOR SIDE 7'-6" N/A 0 I I 0
A MINIMUM YIELD STRENGTH OF 60,000 P51 GRADE 60, AND MEET
A571-1 A-36 5PEG5, MAX LOT GOVE9RAOE 30% 0 O
3. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 10,068 S.F. x .30 = 3,020 5.F,
36,000 PSI, AND MEET A571-1 A-36 5PEG5, 2,452 PROUI DED E X I ST I NCB RE 51 D ENCE U
4. ALL DETAILING, FABRICATION AND PLACING OF REINFORGIN& BARS - C o OO
MUST FOLLOW THE AGI "MANUAL OF STANDARD PRACTICE FOR MAX IMPERVIOUS GOVERAOE = 40%
DETAILING REINFORCED CONCRETE 57RUGTURE5", U.O.N. 0,068 S.F. x .40 = 4,027 5,F.
co
5. 5TRUC7URAL DRAWINGS SHALL BE WORKED TOGETHER WITH 2,g5b S.F. PROVIDED I r I n n (I
ARCHITECTURAL, A/G, ELECTRICAL AND MECHANICAL DWGS., TO
LOCATED OPENIN65, DRAIN5, 5LEEVES, 5LOPE5, DEPRESSED SLABS, _
BOLTS, CURBS, ETC, _ _ _ f ca
6. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH AGI-301
"5PEGIFIGAT!ON5 FOR STRUCTURAL GONGRETE FOR BUILDINGS." J p
7. ITH AGI-347
REMOVAL
REGOMMENDED PRACTICE FOR CONCRETE ORMWORK" AREA TABULATION o
n O
8. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
L1, REBAR5 SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY, NEW ADDITION 210 S.F. I O
51ZE AND AMOUNT OF REBARS ARE AS PER 5CHEDULE5.
EXISTING RESIDENCE 2,182 S.F. I O� 0
10. NO TIE BEAMS SHALL BE FORMED/POURED PRIOR TO TRUSS SHOP
DRAWIN&5 APPROVAL. TOTAL AREA 2,452 S.F.
11. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS AT FIELD
PRIOR TO WINDOW PLACEMENT,
12. ARGHITEGT/ENGINEER'S V151TS AT THE SITE
DURING CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR I
BEFORE GOMMENCING OF WORK AND DURING GON5TRUCT!ON SHALL BE
COORDINATED WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION. I EXISTING DRIVEUJ,4 r 1
13. VERIFY ALL DIMEN51ON5 ON DRAWINGS AND CONDITIONS AT JOB SITE LEGAL DESGRI PTI ON
PRIOR TO GOMMENCIN& WORK. NOTIFY ARCHITECT OR OWNER ,
REPRESENTATIVE OF ANY DISCREPANCIES AND 5EGURE AN 7, „`
INTERPRETATION OR DEG1510N FROM THE ARCHITECT BEFORE
�P�RO�CERNDING WITH THE WORK. DO NOT SCALE DRAWINGS, DIMENSIONS\ LOT 2, BLOGK I, OF GULLY'S GORNER
A000RDIN6 TO THE PLAT THEREOF
i;
14. OBTAIN THE LATEST SET OF DRAWINGS, INGLUDING ANY REVISIONS, A5 RECORDED IN PLAT BOOK 66 I
BEFORE COMMENCING WORK. NO GHANGES OR SUBSTITUTIONS SHALL BE AT PAGE 21 OF THE PUBLIC, REGORD5
MADE WITHOUT THE WRITTEN PERMISSION OF THE OF DADE COUNTY, FLORIDA T D p p
OWNER/ARGHITEGT/INTERIOR DESIGNER. I I / GILBERTO A-MARTIN
15. ALL CONSTRUCTION 5HALL BE IN ACCORDANCE WITH APPLICABLE / ARCHITECT
REQUIREMENTS OF THE "SOUTH FLORIDA BUILDING CODE", CURRENT EDITION. __
GILBERTO A. MARTIN, R.A.
16, THE ARCHITEGT DOES NOT ACCEPT RESPONSIBILITY FOR THE 100.001 N002q'15 11E State Reg. No. AR15392
M151N7ERPRETATION OF THESE PLANS BY OTHERS, THE REVIEW AND
APPROVAL OF 50OR DRAWINGS BY OTHERS. D Tl C
17. THE GONTRACTOR 15 FULLY RESPONSIBLE FOR ANY ITEM5 PURCHASED NORBERTO CARDE' 'AS
BY THE OWNER AND GIVEN TO HIM FOR INSTALLATION. � �� RAT I NC�S D�SGR I PT I ON PROJECT ARCH I T E CT
18. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL j
SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER, TABLE 37-G ITEM #42
FOLLOWED BY A GHANGE ORDER,
i
IC,. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND I X 3 FURRING I6"O.G., ONE LAYER 518" TYPE "X" 6YP5UM LATH,
PAY FOR ALL 5ANITARY FAGILITIE5, BARRICADES, ENCLOSURES, AND 5d GEMENT-GOATED OR RING 5HANKED NAILS 6" O.G. PAPER
FENCING AS NEEDED FOR AND DURING THE PR06R.E55 TAPE EMBEDDED IN GEMETENTITIOUS COMPOUND OVER JOINTS, 5531 S.W. 96 AVENUE
TO GON5TRUGTION CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES. EXPOSED NAIL HEADS COVERED WITH GOMPOUND AND MIAMI, FLORIDA 33165
20, DO NOT 5UB5TITUTE MATERIALS, EQUIPMENT OR METHODS OF PRODUCT APPROVED INSULATION OF FIBERGLA55 OR MINERAL 305) 275-8367
CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR GHANGES HAVE BEEN WOOL BATTS, OR BLOWN IN FI5ERGLA55, MINERAL WOOL OR
APPROVED IN WRITING BY THE OWNER/ARGHITEGT/ENGINEER, GELLUL051G INSULATION HAVING A MINIMUM INSULATION FAX (305) 275-8367
VALUE OF R-I I.
21. THE ARCH ITEGT/ENGINEER/ OWNER HAS THE RIGHT TO
REFUSE ANY MATERIAL AND WORKMAN5HIP THAT DOES NOT MEET HIGH TABLE 37-5 ITEM #714
QUALITY 5TANOARD5 OF THE VARIOUS TRADES INVOLVED. /� Imo, AVE
22. CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF GHANGE 2 X 4 WD 5TUD5 16" O.G. WITH 5/5" TYPE "X" GYPSUM WALL-BOARD _ S.W. fCJ Otf 1 A Y .
ORDERS AND VARIATIONS THROUGHOUT THE PROCE55 OF THE WORK. APPLIED VERTIGALLY OR HORIZONTALLY NAILED WITH bd
USE ONE SET OF DOCUMENTS EXCLUSIVELY FOR THI5 JOB, GOOLER NAILS 7" O.G. WITH END JOINTS ON NAILING MEMBERS.
r
23. CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO
THE OWNER UPON COMPLETION OF THE WORK, AS A CONDITION OF
�
ACCEPTANCE. A / 4
I = S
24. GLEANING AND DEBRIS REMOVAL, THE OW SGALE: /8" 1'-O NER SHALL RECEIVE THE
PROPERTY FREE FROM DUST, ALL 6LA55 5URFACES SHALL BE GLEAN AND :`t
DEBRIS SHALL BE REMOVED FROM THE THE SITE. THE CONTRACTOR SHALL MAKE
G DOOR NOTES
EFFORT TO MAINTAIN THE FLOOR GLEAN DURING CONSTRUCTION PRORE55. .J
LEFTOVERS FROM MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN �'r
SEALED CONTAINERS.
COMPONENTS OF MEANS OF ESGAPE: `�, �' _ '' �•
25. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS (A) NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE
OF CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. SHALL BE LE55 THAN 25" WIDE, EXEMPT THAT BATHROOM DOORS,
MAY BE 24" WIDE UNLESS A LARGER DOOR OPENING 15 REOUIR_FD
26. FOR BURGLARY INTRUSION N07E5 REFER TO "MIAMI-DADE COUNTY GODE", TO SATISFY REQUIREMENTS OF 5EGTION 315 OF 5.F.B.G.
SECTION 86118.
27. THE ARCHITECTURAL AND STRUCTURAL DRAAIN65 SHALL GOVERN THE (B) EVERY GLO5ET DOOR LATGH SHALL BE SUCH THAT GHILDREN
LOCATIONS OF THE INSTALLATIONS OF THE MECHANICAL AND ELECTRICAL GAN OPEN THE DOOR FROM THE INSIDE OF THE GLOSET.
SYSTEM. CONTRACTOR MUST INFORM THE ARCHITECT BEFORE FORMING ANY
CONCRETE BEAM IF INTERFERING WITH A/C, DUCT OR PLUMBING FIXTURES (G)EVERY BATHROOM DOOR LOGK SHALL BE DE:516N TO PERMIT SHEET NO.
EXACT LOCATION. ANY DEVIATION FROM THE MECHANIGAL/ELEGTRIGAL THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN
PLANS TO AGGOMMODATE THE ABOVE GONDITION5 SHALL BE MADE WITHOUT EMEROENGY.
ADDITIONAL COST TO THE OWNER.
28. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL (D) DOORS MAY BE SWINGING OR SLIDING AND ARE EXEMPT
ADDITIONAL DETAILS WHIGH ARE INFERABLE FROM THESE PLANS AND FROM THE REQUIREEMEENT5 OF PARAGRAPH 31031? S,F,B.G.
WHIGH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK. �
�
2C,. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND (E) NO DOOR IN ANY MEANS OF ESGAPE SHALL BE LOCKED A1
EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB. AGAINST E6RES5 WHEN THE BUILDING IS OGGUPIED. ALL
LOGKIN6 DEVIGE5 WHIGH IMPEDE: OR PROHIBIT E6RE55 OR
30. UPON ACCEPTANCE AS 5UB5TANTIALLY COMPLETE, THE ARCHITECT WHIGH CANNOT BE EASILY DISENGAGED SHALL BE PROHIBITED.
SHALL 1550E THE CONTRACTOR A "PUNGHLI5T", INDICATING THE r
OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL MAKE (F) ALL DORRS LEADING TO POOL DEGK MUST GOMPLY WITH OF
SUCH GORREGTIONS AND ACHIEVE FINAL COMPLETION WITHIN 14 5.F.B.G. GHAPTER 50: POOL SAFETY BARRIERS a POOL ALARMS.
CALENDAR WORKING DAYS.