00-1354-001 REVISIONS:
SEGURITY AND FORGED
ENTRY PREVENTION
100.00' N0029'15"E
I. PROVIDE INTRUSION AND BURGLARY 5ECURI7Y DEVICES AS SET FORTH IN �u
CHAPTER 36 OF THE SOUTH FLORIDA BUILD NG CODE,
2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A
FORGE OF 300 L55. APPLIED IN ANY MOVEABLE DIRECTION AND IN
ACCORDANCE WITH RESISTANCE 5TANDARD5 SET FORTH IN THE SOUTH
FLORIDA BUILDING CODE, 3-I-OO
3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY
DATE:
OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY
GHAN6E5 OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED I Q
BOLT INSERTS. Q DRAWN BY: AMEH5
4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE N
SAME LOCK5 AS REQUIRED FOR SINGLE EXTERIOR 5WING DOORS. THE D1
INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCK5 WITH 518" I Q
MNIMUM THROW BOLTS WITH INSERTS. CHECKED BY: NG
5. JAM55 OF ALL EXTERIOR OFFSET TYPE IN SWING DOOR5 SHALL BE
RABBETED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE 02-00
PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND LATCHES. I JOB NO.:
6. HINGES ON EXTERIOR OUT SWING DOORS SHALL HAVE NON-REMOVABLE
PINS AND NON-EXPOSED 5GREW5.
7. GLA55 AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN I PROPOSED ADDITION f
NATIONAL STANDARDS S INSTITUTE'S STANDARD 291.1.
(ROOF TO BE FRAMED WITH PRE-ENGINEERED
8. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE WOOD TRUSSES, SUBMIT SHOP DRAAIN65 FOR 251-0"
INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND 5WIN6 DOORS SHALL ARCH./P.E. REVIE4 o 0
COMPLY WITH THE AMERICAN NATIONAL STANDARD IN57ITUTE'S SIDE SETBACK
STANDARD 297.1. TO MATCH EXISTING O
9. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED 50 THAT NO PANEL 3 X O
CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED P051710N AND 50 , 12 12 /
AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MA05 ASSOCIATION I M
STANDARDS FOR FORGE ENTRY RESISTANCE, AAMA 13033 PROVIDE LOCK5 �"d
AS PER SPEC 36032(A) (8) 2(AA) AND (G)EXTERIOR WINDOW SHALL BE EX15TING COVERED Pr4TIO
LOCKED WITH DEVICE CAPABLE OF WITHSTANDING A FORGE OF 150 LB5.
APPLIED IN AN OPERABLE DIRECTION, ZON I I VG2 I`1FORMAT I ON
W W o
ENER�L NOTES S�TBAGK5:5-3 0 l r- - - - - - - - - - - - - - - - -
��
I. CONCRETE SHALL HAVE 3,000 P51 COMPRESSIVE STRENGTH AT 28 REQUIRED PROVIDED
DAYS, UNLESS OTHERWISE NOTED. N.O.WJ FRONT 25' N/A �y
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, AND SHALL HAVE REAR 25' 25'-0" O I I Q Q
0 °
A MINIMUM YIELD STRENGTH OF 60,000 P51 GRADE 60, AND MEET N N
A57M A-36 5PEG5. SIDE STREET 15' 15' Q O
3. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF INTERIOR SIDE -7'-6" N/A
36,000 PSI, AND MEET ASTM A-36 SPECS. EXISTING RESIDENCE
I I uul
4, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS MAX LOT GOVERA6E 3096
MU57 FOLLOW THE ACI "MANUAL OF STANDARD PRAGTIGE FOR 0,068 S.F. x .30 = 3,020 S.F. ■
DETAILING REINFORCED CONCRETE STRUCTURES% U.O.N. 2,570 S.F. PROVIDED cf) n
5. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH UJ' �/' L��
ARGHI7EGTURAL, A/G, ELECTRICAL AND MECHANICAL DWG5., TO
LOCATED OPENINGS, DRAINS, SLEEVE5, 5LOPE5, DEPRE55ED SLABS,
BOLTS, CURBS, ETC.
6. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI-301
"5PECIFIGATION5 FOR STRUCTURAL CONCRETE FOR BUILDINGS,"
7. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH AGI-347 J v�
"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. AREA TABULATION \- - O
- - - - - - - - - - - � I O
8. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. � ■ � O
9. RE5AR5 5HOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY, NEW ADDITION 2.70 S.F. O
51ZE AND AMOUNT OF REBAR5 ARE A5 PER SCHEDULES. O
10. NO TIE BEAMS SHALL BE FORMED/POURED PRIOR TO TRUSS XISTING RESIDENCE 2,182 S.F.SS SHOP I - - - - - - Fn
TOTAL AREA 2,452 S.F. 00 V
DRAWINGS APPROVAL. G�
II. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS AT FIELD
PRIOR TO WINDOW PLACEMENT.
12. ARGHITEGT/ENGINEER'S V15175 AT THE 517E
DURING CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR
BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE I
COORDINATED WITHIN 24 HOURS IN ADVANCE PRIOR TO IN5PECTION. EX15TING DRIVEW,41'
13. VERIFY ALL DIMEN51ON5 ON DRAWINGS AND CONDITIONS AT JOB 517E LEOAL DESGR I FM ON
PRIOR TO GOMMENGING WORK. NOTIFY ARCHITECT OR OWNER
REPRESENTATIVE OF ANY DISCREPANCIES AND SECURE AN
INTERPRETATION OR DEG15ION FROM THE ARCHITECT BEFORE
PROCEEDING WITH THE WORK. D0 NOT SCALE DRAWINGS, DIMEN5ION5\ LOT 2, BLOGK 1, OF GULLY'S CORNER
GOVERN. ACCORDiN6 TO THE PLAT THEREOF
14. OBTAIN THE LATEST SET OF DRAWINGS, INCLUDING ANY REVISIONS, AS RECORDED IN PLAT BOOK 66
BEFORE GOMMENGING WORK. NO CHANGES OR 5055TITU710NS SHALL BE AT PAGE 21 OF THE PUBLIC, RECORDS
MADE WITHOUT THE WRITTEN PERMISSION OF THE OF DADE GOUNTY, FLORIDA
OWNER/ARGHITEGT/INTERIOR DESIGNER. GILBERTO A. MARTIN
15. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE / A R C H I T E C T
REWIREMENTS OF THE "SOUTH FLORIDA BUILDING CODE" GURREN7 EDITION. . _ . . _ .
GILBERTO A. MARTIN, R.A.
6. THE ARCHITECT DOES NOT ACCEPT RE5PON515ILI7Y FOR THE State Re No. AR15392
M15INTERPRETA71ON OF THESE PLANS BY OTHERS, THE REVIEW AND OU.00' NO°2C,' S"E 9
APPROVAL OF SHOP DRAAIN65 BT' OTHERS. C
17. THE CONTRACTOR 15 FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED NORBERTO CARDENAS
BY THE OWNER AND GIVEN TO HIM FOR INSTALLATION. F RE RAT I I`lOS DESGR I T I O `1 P R O J E CT ARCH I T E CT
8. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL
SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER, TABLE 37-G ITEM #42
FOLLOWED BY A CHANGE ORDER.
19, THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMEN75, SECURE AND I X 3 FURRING 16"O.G., ONE LAYER 5/5" TYPE "X" GYPSUM LATH,
PAY FOR ALL 5ANI7ARY FACILITIES, BARRIGADE5, ENCLOSURES, AND 5d GEMENT-COATED OR RING SHANKED NAILS 6" O.G. PAPER
FENCING A5 NEEDED FOR AND DURING THE PROGRESS TAPE EMBEDDED IN GEME7ENTITIOU5 GOMPOUND OVER JOINTS, 5531 S.W. 96 AVENUE
TO CONSTRUCTION CONTRACTOR SHALL PROTECT AD,JAGENT PROPERTIES. EXPOSED NAIL HEADS COVERED WITH COMPOUND AND
20, DO NOT SUBSTITUTE MATERIALS, EQUIPMENT OR METHODS OF PRODUCT APPROVED INSULATION OF FIBERGLASS OR MINERAL MIAMI, FLORIDA 33155
CONSTRUCTION UNLESS 50GH 565STTUTION5 OR CHANGES HAVE BEEN WOOL BATTS, OR BLOWN IN FIBERGLASS, MINERAL WOOL OR (305) 275-6367
APPROVED IN WRITING BY THE oWNER/ARCHITEGT/ENGINEER, CELLULOSIC INSULATION HAVING A MINIMUM INSULATION FAX (305) 275-3367
VALUE OF R-11.
21. THE ARCHITEGT/ENGINEER/ OWNER HAS THE RIGHT TO
REFUSE ANY MATERIAL AND WORKMAN5HIP THAT DOES NOT MEET HIGH TABLE 3-7-B ITEM #1C,
QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED. III AVE.. CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE 2 X 4 WD STUDS I6" O.G. WITH 5/8" TYPE "X" 6YP5UM WALL-BOARD S.W, b0t�l ,
ORDER5 AND VARIA7ION5 THROUGHOUT THE PR06E55 OF THE WORK, APPLIED VERTICALLY OR HORIZONTALLY NAILED WITH 6d
USE ONE SET OF DOCUMENTS EXCLUSIVELY FOR THIS JOB. COOLER NAILS -Y O.G. WITH END JOiNT5 ON NAILING MEMBERS, �1
23. CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO q �
THE OWNER UPON COMPLETION OF THE WORK, AS A CONDITION OF (�-=a/
ACCEPTANCE.
• w! �r
24. GLEANING AND DEBRIS REMOVAL, THE OWNER SHALL RECEIVE THE SCALE: I/8" = 1'-0"
PROPERTY FREE FROM DUST, ALL 6LA55 5URFAGE5 SHALL BE GLEAN AND
EDF�ORT50 MABTAREMOVED OOR GLEAN RING CONSTRUCTION PROGRE55.E DOOR NOTES TO
LEFTOVERS FROM MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN /
SEALED GONTAINER5. GOMPONENT5 OF MEANS OF ESCAPE: t, ''•••'' y'
25. THE CONTRACTOR 15 SOLELY RESPONSIBLE FOR MEANS AND METHODS (A) NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE
OF CONSTRUCTION, AND FOR THE 5EQU'ENGE5 AND PROCEDURES 70 BE USED. SHALL BE LESS THAN 25" WIDE, EXCEPT THAT BATHROOM DOORS "+\
MAY BE 24" WIDE UNLESS A LARGER DOOR OPENING IS REQUIRED
26. FOR BURGLARY INTRUSION NOTES REFER TO "MIAMI-DADE COUNTY CODE", TO 5AT15FY REQUIREMENT5 OF 5EGTION 315 OF 5.F.B.G.
SECTION 86/18,
27. THE ARCHITECTURAL AND 5TRUGTURAL DRAWINGS SHALL GOVERN THE (B) EVERY GL05ET DOOR LATGH SHALL BE 5UGH THAT GHILDREN
LOCATIONS OF THE IN57ALLATION5 OF THE MECHANICAL AND ELECTRICAL GAN OPEN THE DOOR FROM THE INSIDE OF THE GL05ET.
SYSTEM. CONTRACTOR MUST INFORM THE ARCHITECT BEFORE FORMING ANY
CONCRETE BEAM IF INTERFERING WITH A/G DUCT OR PLUMBING FIXTURES (G)EVERT' BATHROOM DOOR LOGK SHALL BE DESIGN TO PERMIT
EXACT LOCATION. ANY DEVIATION FROM THE MEGHANIGAL/ELEGTRICAL THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN SHEET N0.
PLANS TO ACCOMMODATE THE ABOVE CONDITIONS SHALL BE MADE WITHOUT EMEROENGY.
ADDITIONAL COST TO THE OWNER.
28. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF 5HOP DRAWINGS, ALL (D) DOORS MAY BE SWINGING OR SLIDING AND ARE EXEMPT
ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND FROM THE REQUIREMENTS OF PARAGRAPH 31031? 5.F.B.G.
WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK.
29. THE GONTRACTOR MUST FURNI5H ALL LABOR, TOOLS, MATERIALS AND (E) NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED A -1
EQUIPMENT NECESSARY TO EXECUTE THE 6ON5TRUGTION OF THI5 JOB, AGAINST EGRESS WHEN THE BUILDING 15 OCCUPIED. ALL
LOGKIN6 DEVICES WH'GH IMPEDE OR PROHIBIT EGRESS OR
30. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT WHIGH CANNOT BE EASILY DISENGAGED SHALL BE PROHIBITED.
r .
SHALL 155JE THE CONTRACTOR A "PUNCHLI5T", INDICATING THE
OBSERVED DEFICIENCIES IN THE WORK.. THE CONTRACTOR SHALL MAKE (F) ALL DORR5 LEADING TO POOL DECK MUST COMPLY WITH 3
SUCH CORRECTIONS AND ACHIEVE FINAL GOMPLETION WITHIN 14 5.F.B.G. GHAPTER 50: POOL SAFETY BARRIERS a POOL ALARMS. OF
CALENDAR WORKING DAYS.