00-0262-004 J
REVISION$ BY
. .• - SAFE 1 Y NQ TES
GENERAL NO i' S : 1. ALL WORK SHALL BE DONE IN ACCORDANCE TO CHAPTER 36 OF THE SOUTH FLORIDA - REINFORCED GROUTED CELL (TYP).
-- r--==-- __ BUILDING CODE (S.F.B.C.1 AND ANY OF THE STANDARDS THERE REFERRED T0. WHERE
cI N 1nL:: m CONFLICTS EXIST, THE PROVISION ESTABLISHING THE HIGHEST STANDARD OF LIFE SAFETY - 1" x 4" P.T. HOOD BUCK WITH �" x 1-3/4" TAPCON -
$IIALL SUPERSEDE. SCREWS @ 4" FROM THE ENDS AND @ I S" O.C. - I x 3 pi fIv.VLOC•.IVo
T. ALL'M/eIEINIAL'S ANU 4J+NS1RiJC1iUiN SIIALL COMPLY WIIII THE i Al WO x 3n• Tc.FooN couc
LATEST EOIIIONS or 111E SOUIII-FLORIUA BUILDING COOS, IItE ACI MAXIMUM ELSEWHERE.- EMDEDED IN CAULKING.- ' or I .,NI14 INJ.LNCN.
AND AISC SPECIrICA11011S ANU• RECOMMEIIUEU PRACIICE. 2. LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LOS. or Al INTO 12140.
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2. NO DIMENSIONS SIIALL BE SCALED FROM DRAWINGS. APPLIED IN ANY MOVABLE DIRECTION, AND IN ACCORDANCE_ WITH RESISTANCE
3. GENERAL CONTRACTOR SIIALL CHECK, REVIEW AND VERIFY ALL STANDARDS SET FORTH IN SECTION 402 OF THE S.F.B.C. -
PLANS, OIME14$IO11S A110 SIZE CONDITIONS PRIOR 10 CONSTRUCTION. '
ANY DISCREPANCIES OR OMISSIONS 1401EU ON 111E DRAtMNGS OR IN IHE
SPECIFICAROtNS OR.ANY VARIATIONS NEEDED IN ORDER t0 CONFORM 10 3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE AT LEAST ONE LOCK TO BE KEY OPEN
CODES, RULES AND REGULAIIOIIS SIIALL BE NOTIFIED IN YMIII140 10 FROM EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCK - ------ ---
IIIE ENGINEER. ANY SUCII DISCPEPANCIES, OMISSIONS, OR COMBINATIONS. IF KEY-IN-THE-KNOB LOCK IS USED, THERE SHALL BE AN AUXILIARY --- E-- - rcAT,casTR,ol�v LINI
VAIIIAIIO143 NOT REPORIEU DURING TIIE UIODING PERIOD 5ALLL BE 114E
RESPONSIBILITY OF THE GENERAL CONIRncrorl YJIIO sIULL' PERFORM 111E SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS. (APPLIES ALSO TO DOOR TO
CORRECTED WORK AS PER THE ENGINEER'S II4SIRUCIIONS. GARAGE.) • N
4. IIIIESE NOTES SIIALL BE USED IN CONJUNUON Willi THE
SPECIFICATIONS ISSUED BY THE ARCHITECT. PAe-K *c PINji NS A D 0
4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS ---- - - eACK erDDI��
5. STRUCTURAL DRAWINGS SIIALL OE WORKED TOGETHER WII{1 _ CBS HALL \ tp
ARCHIJECTURAL, AIR CONVIIIONING, MECIIANICAL AND ELECTRICAL REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF OF THIS PAIR OF -
DRAWINGS TO LOCATE DEPRESSED SIAOS, SLOPES, DRAINS, OUTLETS, DOORS SHALL HAVE MULTIPLE-POINTS LOCKS WITH 518' MIN. THROW WITH INSERTS AND Lo NO
OPENINGS, REGLETS, BOLT. SETTINGS, SLEEVES, ETC. A CYLINDER LOCK. IMPACT RESISTANT GLAZING OR STORM SIIUTTER JAMB -�
DISCREPANCIES SHALL OF. BROUGHT 10 THE ATIEINIION OF 1H�
ARCHIIECT-ENGINEER OEFORE PROCEEDING Mill TIIE WORK. REQUIRED.- (PRODUCT CONTROL APPROVAL AND �"� L'"'�c �\ ,
16. GENERAL CONTRACTOR SIIALL SUBMIT SIICP DRAWINGS TO 111E 5. HINGES ON EXTERIOR OUT-SWINGING DOORS SHALL HAVE NON-EXPOSED SCREWS. A SEPARATE BUILDING PERMIT REQUIRED).- "t*
ENCIIEER FOR APPROVAL. BEFORE FABRICATION OR ERECIION OF ANY EXPOSED PINS SHALL NOT BE REMOVABLE. � 1/ _
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STRUCTURAL SYSTEM. 1 X.3 rT ^'I
7. GENERAL CONTRACTOR SIIALL RESTRICT A110 PROPERLY ISOLATE SINGLE. SWINGING, EXTERIOR DOORS SHALL BE SOLID CORE OF NOT LESS THAN 1 3/8'
ALL CONSIRUCIIOI{ EQUIPMENT ANU LOADS FROM INDUCING OR G Jr Ov. NiocIo y I�«LMta
1RANSM1111NC VIBRATIONS TO THE STRUCTURE OU111NC CONSTRUCTION. THICK. / o' I: a,o cow ti •,
DOORS A ND WINDOWS BUCK DE FAILS _ C06'TRG"��DS , w U.
S. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 111E DISPOSAL
OF ALL ACCUMULATED WATER FROM EXCAVATION ANO'OEWAIERING 7. GLASS IN EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD / //2's /�• 0"
OPERATIONS 114 SUCII A WAY AS TO NOT CAUSE INCONVENIENCE 10 THE WORK INSTITUTES 297.1. �n�cco L` - I
l5'LR'(,Ye.LL
DAMAGE TO 111E SIRUCTURAL ELEMENIS. %�0 •� .,4C�
9.• WHEN PERFORMING WORK BELOW GRADE, CARE SIIALL BE TAKEN TO - --
AVOID DAMAGING A14Y EXISTING UTILIIIES. ALL UNKNOWI4 UTILITIES 8. VISION PANELS IN EXTERIOR DOORS, OTHER THAN GLAZING WITHIN 40', THE INSIDE '• ;5`yto•
DISCOVERED DURING CONSTRUCTION SHALL BE OROUCIIT 10 TIIE LOCKING ACTIVATING DEVICE OF LOCKS AND SWINGING GLASS DOORS SHALL COMPLY
ATIEN110N OF 111E ARCIIII CT-ENGINEER. ANY DAMAGE 10 EXISTING BACK
E Vv"IlH AMERICAN NATIONAL STANDARDS INSTITUTE STANDARD 197.1 OR FRONT MAIN
BACK fX JDINy
UTILITIES SIIALL BE REPORTED 10-ALL AFFECIEU PARTIES, INCLUDING �
111E nriCHIIECT-ENGINEER. ENTRANCE DOORS SHALL BE PROVIDED WITH A SCOPE OR VISION PANEL. - ..-_. -- _-_ ___ _� � �M ,
10. GENERAL C0111RACTOR SIIALL BE RESPONSIBLE FOR UPDAIING HIS
HEAD Q N
CONS111UC1IOIJ DOCUMEIITS 1v1111 ANY REVISED OIIAM14GS A140 SPECIFSCA110NS, 9 WINDOWS SIIALL COMPLY WITH ALL REQUIREMENTS SET FORTH ON SECTION 3603.3 OF
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FIELD ORDERS, CIIAIIGE ORDERS AND CLARIFICATION SKETCHES ISSUED
1111 F 11 C. OWH.DURING 111E COURSE OF CONSTRUCTION. J
11. *BY OIIIERS' DENOTES LABOR AND MAIERIALS BY OIHERS. FOYER Itl
HOWEVER TIIE GENERAL CONTRACTOR SIIALL PROVIDE COORDIIIAIIO14 AND---- x -3;.• rFpom cav Q J �O 1 }.•
ENT _ xWL�,s. b•.Fau
FREE ACCESS FOR THE WORK. VINYL YCAT,{R- ENDS,BALAticE • •r O c Q
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12. 'IIIC" OENOIES NOT-111 CONTRACT, TIIE OWIIER SHALL BE
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RESPONSIBLE FOR COORDINATING A TIME SCHEDULE OF 'THE BASE EXIST'G
-CAULK
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CO TRACT 'Mill 111E •NIC' TRADES. vERt►£TERGAU�.KI`.6
STORAGE
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13. ttPICAI DETAILS AND NOTES .ON IIIESE DRAWINGS SIIALL APPLY r.ARBLE SILL
UNLESS SPECIFICALLY IIOIEO OIHERWTSE. CONSTRUCTION DETAILS AND '
SECTIONS 1401 COMNLEIELY SI10'MI OR N01EU SIIALL BE SIMILAR 10 _-
DETAILS AND $FICTIONS SI10'A11 OR NOTED FOR SIMILAR CONDITIONS.
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14. TIIE GENERAL' CONIRAC1011 SIIALL BE SOLELY RESPONSIBLE FOR Mrc,sT CCMIT SILL
ALL EXCAVATION PROCEDURES INCLUDING LAGGING. SHORING, AND , 1
1:ROIECIION, IN ACCOROANCE WI111 114E LOCAL BUILDING DEPARTMENT. CL EX/ST'G EX/ST,Q SILL
15, TEMPORARY BRACiNC SIIALL OE PROV1Df0 AS REQUIRED TO HOLD EXIST,G BEDROOM OINNINQ ROOM
ALA_ COIAPONEIIIS OF 111E STRUCTURE IN PLACE UNTIL FINAL SUPPORT BEDROOM /
SECURELY ANCHORED. CBS WINDOW DETAILS N.T.S.
Iv. THE CONIRACIOR SIIALL SUPPLY ALL LABOR, MATERIALS, J
EQVIPMEIIT ANO SERVICES OF EVERY KIND, INCLUDING WATER AND
POWER, NECESSARY FOR- IIIE P!IQPfR EXECUIJON OF THE WORK SHQW14 OR I
INOICAIEO ON THESE DRAWINGS. ALL MAIERIAL SIIALL BE NEW. ELECT
MAIERIALS AND WOIIKIAA14SI11P SIIALL. OF GOOD QUALITY. ALL ` PANEL
WORKMEN AND SUBCONTRACTORS SIIALL BE SKILLED IN THEIR TRADE. F.F.E. 9.25
17. 111E CONTRACTOR SIIALL ADEQUATELY P1101ECT IIIS WORK,
ADJACENT PROPERTY ANU 111E PUBLIC, ANU BE RESPONSIBLE F,OR
DAMAGE OR INJUIIY DUE TO HIS ACT OR NEGLECT.
18. 111E PREMISES SIIALL BE KEPT FRO1.I ACCUMULAIION OF WATER, / A
MATERIALS, AND DEBRIS, AND AT TIIE END OF THE JOB THE /
CONTRACTOR SIIALL REMOVE ALL INUUBISII, SURPLUS MAIERIALS, A140
TOOLS B S LEAVE THE IIIS EN INFER CLEAN. ��
19. JOB SITE VISITS BY 111E ENGINEER DO 1101 CONSiITUIE AN - -
� OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONIRACIEO F011 pj_
'IIIRESNOLO' INSPECTIONS AS REQUIREU BY TIIE LOCAL BUILDING DEPARTMENT SIIALL BE UNDER A SEPARATE COHIRACT.20. SIIOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE ' 1 l�
SUPERSEDED BY 111E SIRUCTUIIAL DRAWINGS. IT SIIALL BE IIIS GIST G
RESPONSIBILITY OF 111E GENERAL CONIRACTOR 10 MAKE CERTAIN WHAT MASTER BEDROOM I CL I i EXIST,0 RANGE
ALL CONSTRUCTION IS IN FULL AGREEMENT Mill THE LATEST LIVING ROOM
STRUCTURAL ORAWIIGS.
21. THE CONTRACTOR SIIALL SUPPLY THE ENGINEER WITH ONE SEPIA \/ v l ~� EXIST'Q ExIST'G
( I 8 EO ROOM
COPY OR SIX BIUElIt1E COPIES OF SHOP DRAWINGS A MINIMUM OF TWO � XI TCNEN , ^
WEEKS PRIOR TO PLACEMENT. TIIE REVIEW OF SHOP DRAWINGS BY 114E �..!
ENGINEER IS ONLY FOR GENERAL COMPLIANCE Willi THE STRUCTURAL EXI";v- REMOVE EX/STG WINDOW AND A SECT/OJV OF,
ORAWINGS AND SPECIFICATIONS. 1141S REVIEW DOES NOT GVARANIEE BATH EXISTG EXISTG WALL BUILD TWO OFENN/G OF 3 a 4
IN ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT NOR DOES IT �\\ MASTER FEET f/LL REMA/NOER,MATCH EXISTS SI,KfACC.
INFER MAT WHEY SUPERSEDE 111E SIRUCTURAL ORAWINGS. BATHROOM
CONCRETE SLAB Oil FILL: O, � I - -` - •
1. SELECTED FILL MAIERIALS SIIALL BE CLEAN CRUSHED LIME CL �- `�✓
STONE (14 MAXIMUM PARTICLE) OR CLEAN FINE SANG. THE F►ll 117'-
l x
PLACEMENT SHOULD OCCUR IN THE DRY OR COMPACTED EO D A MINIMUM �_�_._1!J f �'V
OF 98 PERCEI4T OF THE MODIFIED PROCTOR MAXILIUM DRY DENSITY
(AS1M 0--1557). FOLLOYi SOIL LAU RECOMMENDATIONS FOR 111E `~
METHODS AND PROCEDURES. ALL FILL WORK SIIALL BE SUPERVISED OY I '`•�.
A SOIL LAO RLPRESENTAIIVE. ALL TOP SOIL SHALL BE REMOVED 0
OEFORE STARTING FILLING OPERATIONS. ( F.f.F 9.25
EXIS WI C DOS TO /
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SLABS ON GRADE SHALL. BE PLACED OVER. 6 MIL VISCUEEN 'OR ExIs X O `
ENGINEER APPROVED EQUIVALENT. ! � 1ST-(l Sl1NfAC�
3. WELDED "1RE rABRIC SHALL CONroRM "1111 AS1M A 185-79 6A 7-11 4
EXIST'G 4 _
`STANDARD SPECIFICATIONS FOR "ELOEO WIRE FABRIC FOR CONCREIE ff� s wl.C• M _ M J
'REINFORCEMEIII'• FAhI/LY ROOM
11�EW r,t (�•. �•
4. "1:LOE0 WIRE FAUIitC SIIAII LIE $UPIi0R1CU ON $LAU OOLSIERS EXN ,1 ' ' •+1. ` J DL ;
Oil C014CRElE BLOCKS SI'ACEU 110 FUIt II IEIt IIIAN ,!'-•U' O.C. I '
FAN �� M
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S. SAW cur CONiROI JOINTS SIIALL OE SAWti1:0 AS SOOII nS THE 1 ` .•/
CONCRETE IS IIARO ENOUGH NOT 10 BE TORN OR DAMAGED BY THE
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BLADE. LT..
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6. COLUMNS. BEAIAS AND WALLS OR A!4Y O111ER STRUCTURAL LIEMBER
'1 0" 4,, 6- 5"
PEtIETRAnINC SLABS ON FILL SIIALL BE ISOLATED BY PREMOLOED JOINT - o
Q WIND 0 W SCNEDUL�' 0 �.
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YMBL. CODE UNIT S/1 E TYPE MATERIAL REMARKS
JI ;00
A 112 32 26 //2"x 26" S. H. ALUM./GLASS •
DOOR SCHEDULE -
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ShV&g SIZE (Wx H) 77IICK TYP�' MATERIAL REMARKS
l 2'•8"x 6'-8"
.1.314" FLUSH WOOD ( 3
ADDITION FLOOR PL A N ® �
NO TEr VERIFY ON SI TE A L L EXIST. OPENINGS PRIOR ORDERING W!'NDOWS PRO VICE CL >,: to
PRODUCT CONTROL APP, FOR WINDOWS AND EXIST DOORS.
Date
• -Scale
Drawn
PROVIDE AN APPROVED STORN PANEL SYSTEM FOR ALL WINO OWS
AND EXr. DOORS. PROVIDE PROD�ICT CONTROL APPROVAL AND SHOP Job
n R A W/NGS SP-FORF_ FA RRI(:A TION.
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