09-335-003GENERAL NOTES
GENERAL
1. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE LATEST
EDITIONS OF THE FLORIDA BUILDING CODE, THE ACI AND AISC SPECIFICATIONS AND
RECOMA ENED PRACTICE.
2. NO DIMENSIONS SHALL BE SCALED FROM DRAWING.
f 3. G.C. SHALL CHECK, REVIEW AND VERIFY ALL PLANS, DIMENSIONS AND SITE CONDITIONS
PRIOR TO CONSTRUCTION. ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN
THE SPECIFICATIONS OR ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODES, RULES
AND REGULATIONS SHALL BE NOTIFIED IN WRITING TO THE ENGINEER ANY SUCH
DISCREPANCIES, OMISSIONS, OR VARIATIONS NOT REPORTED DURIN THE BIDDING PERIOD SHALL
BE THE RESPONSIBILITY OF THE G.C. WHO SHALL PERFORM THE CORRECTED WORK AS PER THE
A/E'S INSTRUCTIONS.
4. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS ISSUED BY THE A/E.
5. STRUCTURAL DRAWINS SHALL BE WORKED TOGETHER WITH ARCHITUCTURAL, AIR
CONDITIONING, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS,
SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLTSETTINGS, SLEEVES, ETC.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE A/E BEFORE PROCEEDIN WITH
THE WORK.
6. G.C. SHALL SUBMIT SHOP DRAWINGS TO THE ENIGNEER FOR APPROVAL BEFORE FABRICATION
OR ERECTION OF ANY STRUCTURAL SYSTEM.
7. G.C. SHALL RESTRICT AND PROPERLY ISOLATE ALL CONSTRUCTION EQUIPMENT AND LOADS
FROM INDUCING OR TRANSMITTING VIBRATIONS TO THE STRUCTURE DURING CONSTRUCTIONS.
8. G.C. SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER FROM
EXCAVATION AND DEWATERING OPERATIONS IN SUCH A WAY AS TO NOT CAUSE
INCONVENIENCE TO THE WORK AND DAMAGE TO THE STRUCTURAL ELEMENTS.
9. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID DAMAGING
ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES DISCOVERED DURIN CONTRUCTION SHALL
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT- ENIGNEER. ANY DAMAE TO EXISTING
UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUDING THE A/E.
10. G.C. SHALL BERESPONSIBLE FOR UPDATING HIS CONSTRUCTION DOCUMENTS WITH ANY
REVISED DRAWINGS AND SPECIFICATIONS, FIELD ORDERS, CHANGE ORDERS AND CLARIFICATION
SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION.
11. "BY OTHERS" DENOTES LABOR AND MATERIALS BY OTHERS. HOWEVER THE G.C. SHALL
PROVIDE COORDINATION AND FREE ACCESS TO THE WORK.
12. "NIC" DENOTES NOT IN CONTRACT. THE OWNER SHALL BE RESPONSIBLE FOR
COORDINATING A TIME SCHEDULE OF THE BASE CONTRACT WITH THE "NIC" TRADES.
13. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS SPECIFICALLY
NOTED OTHERWISE. CONSTRUCTION DETAILS AND SECTIONS NOT COMPLETELY SHOWN OR
NOTED SHALL BE SIMILAR TO DETAILS AND SECTIONS SHOWN OR NOTED FOR SIMILAR
CONDITIONS`:`
14. THE GENERAL CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION, IN ACCORDANCE WITH THE
i LOCAL BUILDING DEPARTMENT.
_ 15. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD ALL COMPONENTS OF
THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT IS SECURELY ANCHORED:
16. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES OF
EVERY KIND, INCLUDING WATER AND POWER, NECESSARY FOR THE PROPER EXECUTION OF
WORK SHOWN OR INDICATED ON THESE DRAWINGS. ALL MATERIAL SHALL BE NEW. MATERIALS
AND WORKMANSHIP SHALL BE OF GOOD QUALITY. ALL WORKMEN AND SUBCONTRACTORS
SHALL BE SKILLED IN THERE TRADE.
17. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT PROPERTY AND THE
a PUBLIC, AND BE RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT.
18. THE PREMISES SHALL BE KEPT FROM ACCUMULATION OF WATER, MATERIALS, AND DEBRIS,
AND AT THE END OF THE JOB THE CONTRACTOR SHALL REMOVE ALL RUBBISH, SURPLUS
MATERIALS, AND TOOLS AND LEAVE THE BUILDING BROOM CLEAN.
19. JOB SITE VISITS BY THE A/E DO NOT CONSTITIMAN OFFICAL INSPECTION, UNLESS
SPECIFICALLY CONTRACTED FOR "SPECIAL" INSPECTIONS AS REQUIRED BY THE LOCAL
BUILDING DEPARTMENT SHALL BE UNDER A SEPARATE CONTRACT.
20. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE
STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE G.C. TO MAKE CERTAIN THAT
ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS.
21. THE CONTRACTOR SHALL SUPPLY THE A/E WITH ONE SEPIA COPY OR SIX BLUE LINE COPIES
OF SHOP DRAWINGS A MINIMUM OF TWO WEEKS PRIOR TO PLACEMENT. THE REVIEW OF SHOP
DRAWINGS BY THE A/E IS ONLY FOR G.C. WITH THE STRUCTURAL DRAWINGS AND
SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS
ARE CORRECT NOR DOES IT INFER THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS.
REINFORCING STEEL i
.1. ALL REINFORING STEEL SHALL BE DEFORMED BARS, FREE FROM, LOOSI;
jRUST AND SCALE CONFORMING TO ASTM A615 -82- (S1), FY -60 KSI, U.O.N.
?. ALL REINFORCIN SHALL BE DETAILED AND FABRICATED FOLLOWING THE
'REQUIRMENTS OF ACI 315 -83. PLACING OF REBARS SHALL CONFORM TO CRSI
" RECOMMENDED PRACTICES FOR PLACING REINFORCING BARS ".
I
3. MINIMUM CONCRETE COVER ON REINFORCING STEEL FOR NON -
'PRESTRESSED CONCRETE SHALL BE AS FOLLOWS, U.O.N. :
MINMUM TOLERANCE
COVER PLUS '
CAST AGAINST AND PERMANENTLY j
EXPOSED TO EARTH 3" 3/8"
EXPOSED TO EARTH OR WEATHER
NO.5 & SMALLER BARS 1 %z" 3/8"
NO.6 & LARGER BARSC 2" 3/8"
.._.NOT EXPOSED TO WEATHER OR IN
CONTACT WITH GROUND:
ROOF SLABS VI 1/81,
STRUCTURAL SLABS &.WALLS .3/411 1/8"
BEAMS & C tUM74 ((
.REINFORCEMENT; Ti88 ups° 1 %:" 318"
AND SPIRALS'
SLABS ON GRADE I %z" '/4"
'.4. NO DEVIATION FROM THE STRUCTURAL PLANS SHALL BE PERMITTED W/O
THE EXPRESS WRITTEN CONSENT OF THE A/E. ALL REINFORCING DETAILS TO BI
SUBMITTED TO THE A/E FOR HiS APPROVAL.
5. ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE DURING
CONCRETE POURING. IF REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED BY
THE CONTRACTOR TO FURNISH SUPPORT BARS.
6. BARS SUPPORTS SHALL BE PLASTIC TIPPED FOR EXPOSED CONCRETE. LEGS
OF FOUNDATIONS CHAIRS SHALL BE GALVANIZED. PLASTIC "DONUT" SPACER
24 X 18 PRINTLD ON NO. 1000H CLEARPRINT •
PELL BE REQUIRED FOR STEEL AGAINST FORMS IN CONCRETE BEAMS & WALLS
IF FIELD CONDITIONS WARRANT.
'7, WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185 -79 & IT SHALL BE
SUPPORTED ON SLAB BOLSTERS.
8. ALL REINFORCING BARS MARKED CONTINOUS SHALL BE LAPPED 30 DIA. ATi
SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP CONTINOUS TOP BARS
AT CENTER BETWEEN SUPPORTS AS REQUIRED. TERMINATE CONTINOUS BARS
AT NON - CONTINOUS ENDS WITH STANDARD HOOKS, U.O.N.
9. ALL WALLS AND COLUMNS SHALL BE DOWELED INTO FOOTINGS, WALLS,
BEAMS, OR SLABS WITH BARS OF THE SAME SIZE AND SPACING AS THE BARS
ABOVE. USE A (30) BAR DIAMETER LAP EXCEPT WHERE SPECIFICALLY
INDICATED.
STRUCTURAL STEEL
1. ALL STRUCTURAL STEEL ROLLED SHAPES, BARS, AND PLATES SHALL COMPLY
WITH ASTM A36 -81, FY =36 KSI, U.O.N.
�I .UOV l� d
Residential. New Construction,
ADDRESS: �� I I / ✓"�
LOT` BLOCK: PLAT BOOK: PAGE:
HIGHEST CROWVV OF ROAD ELI_ FT. NGVD. HIGHEST CROWN OF ROAD ELEV
VVAS TAKEN FROM THE ATTACHED CERTIFIED SURVEYOR A CERTIFIED SURVEY
PREPARED BY:
PLS UC#*
SURVEYORS NAME
REVISIONS E
L AND15GAPING NOTE5: --- -- : :; -
LOWEST FLOOR
GARAGE/STORAGE
- ADJACENT GRADE
SWALE 771
ELEVATION
FLOOR ELEVATION
ELEVATION
ELEVA
PROPOSED
FT. NGVD
FT.NFVD
FT,NGVD
� 1�
OPERATION SCHEDULE FOR HIGH AND LOW WATER REQUIREMENTS AREAS.
4. CERTIFICATION OF COMPLIANCE. A CERTIFICATE OF COMPLIANCE IN THE FORM OF A LETTER
r- - ---- -- -
BEARING THE ORIGINAL LETTERHEAD OF THE DESIGNING FIRM AND LICENSING NUMBER SHALL
BE SUBMITTED TO AND APPROVED BY THE PERMITiNG DEPARTMENT PRIOR TO ISSUANCE OF
ANY FINAL CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLETION. THE CERTIFICATE OF
COMPLIANCE SHALL CONTAIN A STATEMENT SIGNED AND SEALED BY THE LANDSCAPE
ARCHITECT OR BY PERSON AUTHORIZED TO PREPARE THE APPROVED PLANS, THAT THE
REVISIONS E
L AND15GAPING NOTE5: --- -- : :; -
-
1= JA,X_10 /69
OF THIS ORDINANCE HAVE BEEN MET. .
1. PLANT QUALITY: PLANTS INSTALLED PURSUANT TO TH15 CODE SHALL CONFORM TO, OR
THE- MINIMUM STANDARS FOR THE FLORIDA NUMBER ONE AS PROVIDED IN THE MOST
'/net
1" `dl2L4 et
CURRENT EDITION OF 'GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS ONE AND --- ----
TWO" PREPARED BY THE STATE OF FLORIDA DEPARTMENT OF AGRIGULYURE AND CONSUME
SERVICES - - -
2. MULCH: WEED FREE MULCH SHALL BE APPLIED iN A MINIMUM TWO (2) INCHES LAYER 48 HOURS BEFOnEYOiJ DEG
AND AROUND ALL PLANTING. CALL SUNSHINE
3. IRRIG 1 -800- 432 -4770
A. PROVIDE BY HOSE BIBS
TO O BE BE
B. OPTIONAL• A COMPLETE IRRIGATION SYSTEM AND WITH HEADS WHiCH DO NOT IT'S THE L.4W IN FLORIDA
OVERTHROW TO IMPERVIOUS SURFACES, ALSO DESIGNED TO ALLOW DIFFERENT
OR WITHIN EASEMENTS AREAS THE
0
JUN£ i.p %�I
OPERATION SCHEDULE FOR HIGH AND LOW WATER REQUIREMENTS AREAS.
4. CERTIFICATION OF COMPLIANCE. A CERTIFICATE OF COMPLIANCE IN THE FORM OF A LETTER
r- - ---- -- -
BEARING THE ORIGINAL LETTERHEAD OF THE DESIGNING FIRM AND LICENSING NUMBER SHALL
BE SUBMITTED TO AND APPROVED BY THE PERMITiNG DEPARTMENT PRIOR TO ISSUANCE OF
ANY FINAL CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLETION. THE CERTIFICATE OF
COMPLIANCE SHALL CONTAIN A STATEMENT SIGNED AND SEALED BY THE LANDSCAPE
ARCHITECT OR BY PERSON AUTHORIZED TO PREPARE THE APPROVED PLANS, THAT THE
.,I,..1 0 CY)
U CO
V tZ
LANDSCAPE AND IRRIGATION PLANS HAVE BEEN iMPL.EMENTED AND THAT ALL REQUIREMENTS
+, Ct1 C'7
m
OF THIS ORDINANCE HAVE BEEN MET. .
5. EXCAVATIONS: BEFORE ANY EXCAVATING FOR PLANTING WITHIN THE PUBUC RIGHT OF WAY
CONTRACTOR SHALL REQUESTED FROM THE PROPER
OR WITHIN EASEMENTS AREAS THE
0
,2. STRUCTURAL TUBING (TS) SHALL COMPLY WITH ASTM A500, GRADE B, FY= AUTHORITY LOCATION OF UNDERGROUND UTILITIES. ; �-i
;46 KSI. ALL. ELECTRICAL, MECHANICAL 8 PLUMBLING WILL BE PLACED AT OR ABOVE Y
' 1�2?�2 rtJGi�d
THE 13ASE FLOOD ELEVATION.(B.FE.) ! L�t77ic6 W/
•3. STEEL PIPE SHALL COMPLY WITH ASTM A53, TYPE S, GRADE B, FY-35 KSI. loA[.v,rre��l r►�
ALLAREAS BELOW MEE. SHALL BE IT
PROVIDED WITH MINIMUM OFTWO(2) `} v M F•-�
ONE SQUARE INCH r, �. yf %, ,,^, 'ccr I / ` J
L NETAREA OF NO LESS THAN e: f/ lc1�7
<a „ OPENINGS HAVING ATOTA ,' ` '~..: - „ �a; r-y` _ - ; +�:�` � v�• (J G
}4. ALL BOLTS SHALL, BE 3/4 DIAMETER ON 13/16 ROUND HOLES UNLESS - °' N,
!" OPENING FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT =,> <.
'OTHERWISE NOTED. OF OPE yi;. �; - R r2 �„�, Q
O HIGHER THAN ONE(1) '':
5. ANCHOR BOLTS SHALL COMPLY WITH ASTM 4307. FLOODING. THE BOTTOM OF THE OPENING WILL BEN ' > ✓ / ✓e r-I
FOOTABOVE GRADE AND LOCATED ON DIFFERENT SIDES OF THE ENCLOSED < -' ''• ~ _ /n� 7
D ELECTRODES ALL BE E -70 SERIES LOW HYDROGEN.
6. WELDING SHALL AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD " _ ••ti;�' 0
U LS WILL BE USED BELOW B.F.E.
O �+•�
1 _ RESISTANTMATERIA r
1
W 1� .E. ON THE l ._ -.. _ _ __ _ j p T P�gyl / /�l�i �j-
ALTERNATIVELY.ACEFtTIFiCAXION BY N /f-r P �!J!I /� J
I
CONCRETE PLAN NOTES INDICATING THATTHE DESIGN WILLALLOW FOR THE AUTOMATIC T!' Ql'`' =' ^ _ -- _
EQUALIZATION OF HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS. '- itv I GE P�,d L L v'
I1. ALL REINFORCED CONCRETE DESIGN SHALL BE IN ACCORDANCE WITH _� / Q ; !L,• _..:.:, _ :w_._:�..�4 MU bQ �p�00ND CAVI TI C" �.L-M� ,
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACi- 318.83). THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF 'tit. t , i j ("'� d1
ADJACENT PROPERTIES. WHERE NECESARY INTERCEPTOR SWALES WILL BE =
2. ALL CONCRETE3 WORK SHALT. BE DONE IN ACCORDANCF WITIi - 00
CONSTRUCTED ONw^IlE VViTH NO ENCROACHMENT OVER ADJACENT
"SPECIFICATIONS FOR STRLICFURAL CONCRETE FOR BUILDiNCS "(ACI- 301 -83). I tic
PROPERTIES. 4 011
0
3. CONCRETE STRENGTH AT 28 DAYS SHALL BE AS FOLLOOWS: 1 �l%j� °' ::. 4t1 �Y�I1 -77'- " - �•; M Its
C3 F0UNDxnor4 3000 PSI
�:t� ,.: .,:.:.;-- •-._..- Fri , �y
SLAB ON FILI. ...... .... „„ ... „„ „,«3000 PSI i _. - - -- ... _ . - - �• _ 3,�4 - (��� f3C2C1S: 1--� 0� co
COLUMNS,.., ».„,. «,,, „,,.. « «« «.,,.4000 PSI
STRUCURAL SLABS, «, «,,,,..,..4000 PS (U.O.N-)
• ZONING DISTRICT:
« _ ..
SEAMS, «....« „ «.,.,««««,• „.«.,4000 PSI (1 J.O N• )
T _ A,
;..
V
LU
NET LOT AREA:
4. MFX DESIGNS SHALL RE SUEllvi ITED TO THF ME FOR APPROVAL PRIOR TO
COMMENCEMENT OF ANY CONCRETE WORK. GROSS LOi AREA'
5. NO ADMIXTURE SHALL, BE. PERMITTED W/O THE WRiTTFN APPROVAL OF THE FOOTPRINT MAX ALLOWED % X GROSS LOT AREA:
L.- .,1.lLl
6. FORM WORK SHALL COMPLY WITH "RECOMMENDED PRACTICE FOR EXISTING (IF APPLICABLE):
CONCRETE FORMWORK" (347-79. REAFFIRMED 1984). t ITEM N,n. M E SC t Et•}'(1 F I G Is1 Z e CZ U,,I TY Ivu TZ ro Sa '
ADDITION TO BE LEGALIZED (IF APPLICABLE) '� N/A s
7. THE G.C. is SOLELY RESPONSIBLE FOR SAFE ADEQUATE SHORING, RE. - -.1 L I%VE. C A\ K �Jak<::L Vl�/%lYJ /G'�?Q 1'l�2l4 S✓7Q�j
G �+
SHORING. BRACING AND FORMWORK. THE G.C. SHALL CONTRACT A STATE OF PROPOSED NEW CONSTRUCTION OR ADDITION: s,7 ( -'
FLORIDA REGISTERED ENGINEER TO PREPARE SHORING.AND RE- SHORING PLANE _= ... '2 4 uMeo Lr
AND THEY SHOULD BE SUBMITTED TO THE ENFORCEMENT AGENCY FOR _
TOTAL FOOTPRINT PROPOSED: �10 8S SF -- '� �T%L'3'Y �U ��14H�U5�L/ ei/rr�s '% • /� $ /�/�- ���e �hi� _ _
APPROVAL RECORD - KEEPING.
NT TORY FAR MAX ALLOWED J� % X GROSS LOT AREA:
• 8. THE OWNER SHALL CONTRACT AN iNDEPENDE TESTING LABORATORY
APPROVED BY THE AM TO PERFORM CONCRETE.. CYLINDER TESTS AS FOLLOWS: EXISTING .(IF APPLICABLE):
FOUR CYLINDER TESTS FOR ANY 50 CUBIC YARDS OF CONCRETE POURED, OR ✓v/ CE
THREE CYLiNDERTESTS AN
PER Y DAYS'S POUR LESS THAN 50 CUBIC YARDS. ! A
{ PROPOSE D: I��r -- %
9. TRANSPORTING, PLACING, CURING AND DEPOSITING OF CONCRETE SHALL i , I 9 %aH�iuoi-ilry /Ve l00% 5158 %Se�af�r Nsve,
COMPLY WiT I ACI 301 -83. TOTAL: Ib
10. NO WATER SHALL. BE ADDED TO THE CONCRETE: AT THE NOB SITE. GREEN AREA f L % MiN REQUIRED X GROSS LOT AREA: lot b t t%,% 141't)OC) =
11. VERTICAL CONSTRUCTION JOINTS USING APPROVED BULKHEADS MAY BE -
MADE AT CENTER OF BEAM OR SLAB SPANS WHERE STOP IN CONCRETE WORK 15 TOTAL AREA PROPOSED: �-, PjOp `�j pp �- 3D 85 SF� = 1 0l 3 t �? S F o f (2*- !`! AREA LJ. t� . �, &. No 7'E � �1eYe tire no �JeYf Neu) L4 ���,e�
NECESSARY. FOR ADDITIONAL. REINFORCING AT CONSTRUCTION JOINTS SEE T / /� T
DETAILS. ANY (;W ER CONSTRUCTION JOINT REQUESTED BYTHE G.0 SHALL BE NUMBER OF TREES PROPOSED: g •�Gl�lly Ale�ee #y qt1, w yLL'����lGr�l�Ojr..
SHOWN ON THF SHOP DRAWINGS FOR THE A/E•S REVIEW. /
- --
TOTAL LINEAR FOOTAGE OF HEDGES PROPOSED: 1Z50 L - J4 -
12. REMOVE ALL IDFDRiS FROM FORMS BEFORE POURING.
13. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS [N STATE SPECIES, HEIGHT, SPREAD, AND DIAMETER OF ALL EXISTING, PROPOSED TREES, ;
AND HEDGES. .58
:WALLS COLUMNS AND DR OP CA PiTALS ) SO AS TO CAUSE E SEGREGATION � Nw Ew l rr STPEET
AGd1tEdATES. USE 1{ OPPERS, CHUTES, OR TRUNKS OF VARYING LENGTHS SO TOTAL PARKING SPACES REQUIRED:
THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT, AND
A SUFFICIENT NUMBER SHALL BE USED TO ENSURE THE CONCRETE IS BEING KEPT
,LEVEL AT ALL T'IMFS. -
' CONCRETF SLAB ON FiLL /° '- A - - /I W ,d.
SOII. STATEMENT= ON SITE OBSERVATION INDICATED UNDISTRURBED ROCK AND SAND GROUND MUST E y ` - - ''` /P �I 7a °C
„ ALLOWABLE BEARING CAPACITY OF 2,000 PSF MINIMUM. THE
i SEI,ECTb13 I•ILL MATERIALS SHALL BE CLEAN CRUSHED LIME -STONE (3"-
E
:MAXIMUM I'ART[CF.Is) OR CLEAN FINE SAND. THE FILL PLACEMENT SHOULD BROKEN FOR FOUNDATION UNTIL A MINIMUM OF 24 INCHES DEPTH BELOW THE - i
NATURAL GRADE AND MUST BR REACH THE UNDISTURBED SOIL. ENGINEERING / • f � _
OCCUR TN 'TI lG DRY AND COMPACTED 'TO A MINIMUM OF 98% OF 'fNF, MODIFIED INSPECCION AND STATEMENT OF'THE OBSERVED CONDITION MUST BE SUBMIT AND
PROCTOR MAXIMUM DRY DENSITY (ASTM D- 1557). FOLLOW SOIL LAB MUST MATCH WITH THE MINIMUM DESIGN CRITERIA. - THE ENGINEER OF RECORDS.
RECOMMENDA't'IUNS FOR THE METHODS AND PROCEDURES. ALL FILL WORK
SHALL BE SUPERVISED B Y A SOIL REPRES E NT ATIVE. ALL TOP SOiL SHALL BE
, r,,r_ _ � ., -� ... •I
REMOVED BEFORE.. STARTING FILLING OPERATIONS. BATH AND REST ROOMS NOTE: i 5 e 7 ,
WALLS OF SMOOTH, NON CORROSIVE AND NON ABSORVENT WATERPROOF MATERIAL ✓�_ -
2. SLABS ON GRADE SHALL BE PLACED OVER 6 MIL VISQUEEN OR.ENGTNEER SHALL BE PROVIDE TO A HEIGHT OF 60 INCHES MINIMUM ABOVE THE ROOM FLOOR AND 3 ' ,,:•• '-,:, O
APPROVED E3UiVALENT. TO A HEIGHT OF 72 INCHES MINIMUM ABOVE THE SHOWER OR TUB FLOOR `� %�• 3 ��' ,r, ? / �.' r �xrsrin� `•�ptr c
3. WELDED WiRE FABRIC SHALL CONFORM WITH ASTM A 185 -79 STANDARDS PRODUCT CONTROL APPROVAL AND BUILDING PERMIT NOTE:
SPECIFICATiONS FOR WELDED WIRE FABRIC FOR CONCRETEREINFORCEMENT ". PRODUCT CONTROL APPROVAL AND A SEPARATE BUILDING PERMIT WILL BE REQUIRED AS CONFORM WITH
'THE X.B.C. (WHEN APPLICABLE) FOR:
4. WELDED WIRE FABRIC SHALL BE SUPPORTED ON SLAB BOLSTERS OR - WINDOWS -DOORS - STORM SHUTTERS - WOOD TRUSSES � •_ ' f ' ' � I jam-
CONCRETE BLOCKS SPACED NO FURTHER THAN Y-0" O.C. - STEEL JOISTS - GLASS WALLS - AWNINGS - RIDGE VENTILATION
STOREFRONTS - RAILING - .HANDRAIL - CURTAIN WALLS
5. SAW -CUT CONTROL JOINTS SHALL BE SAWED AS SOON AS THE CONCRETE i5 = ROOFING - FENCES -SIGNS - PRECAST.SYSTEMS 7e k
HARD ENOUGH NOT TO BE TORN OR DAMAGED BY THE BLADE. 'DRIVEWAY & APPROACHES - ALL STRUCTURAL GLAZING - ANY OTHER SPECIAL ASSEMBLY r ~
"' FIEL
6. COLUMNS, BEAMS, AND WALLS OR ANY OTHER STRUCTURAL MEMBER
PENETRATING SLABS ON FILL SHALL BE ISOLATED BY PREMOI.DED JOINT _ _ A ' P R O V C 3 "`" ''' � `• �v _ ` .• ; •�,1,� 1 � � - ' �'� °` :. \r • , -i - /� �_ j j L' ^
MIAMI -DARE COUNTY HEhL7H D�P/RTVEdFILLER (1/2" THICK) COMPLYING WITH ASTM 01752, TYPE 1.
,
PERMIT I Ji
17. JOINTS SHALL, BE SEALED WHERR 1ND[CATIONED BY THE AF..CHITECTURAL ���
la
'DRAWINGS. FiLI.! R AND SEALANT MATERIALS SHALL FOLLOW SPECS. DATE: k
MASONRY (,'�
�E, c TANK � D) CAL, (� &I)
(mw) DrArFiELO 9
1. HOLLOW CONCRETE MASONR Y UNITS SH AL L BE OF QUALITY AT LEAST
li _ ,• C�
"STANDARD OF 811GHTLY LIMMED 80tL _ _ ' !
EQUAL TO THAT REQUIRED BY ASTM C90 STANDARD SPECIFICATION OF ASTM U6IDER 607TOM GY ,,,,,It,�I P j H__, 3 -71
C270, EXCEPT THAT SLAG CEMENT SHALL NOT BE USED. MORTAR FOR EXTERIOR DNEERT FIEVATt )U �� p� f -- .- `I.= -- � -
WALLS SHALL BE TYPE M. FOR INTERIOR LOAD BEARING WALLS ABOVE GRADE. eoTrow� of D�.� tI TELL} ELSrvA�r�' :�IL.IA jUp 1t � It 3 F. q,
t CAL E- _ 1- - =_ .'20- 0 8
AND NOT SUPPORTING LOADS THE MORTAR SHALL BE TYPE M, S, OR N. PERtAl =TER OF EXC/XVATFOt1 AS'EA SN.ALI C,= /
AT LEAST 2 FEET WMER MID LON'_IER THAtl THE i
PP.CPCIS=•D AESOR PITCH I OR VAIN Ti�EiVCfi a .. I )
2. WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY TWO CELLS AT THE
SETTING LOCATION SHALL BE FILLED WITH CONCRETE. --1
LINTELS Y - - - - - - - - - F p I.
1. LINTELS MAY BE USED IN MASONRY OPENINGS UP TO 61- 6" CLEAR. THESE BE '']�- c � `
! � - .,r%r � � �./•' V
PRE -CAST OR CAST IN PLACE AND SHALL BE $ as X 12 a> MINIMUM WITH 2 #5 TOP
'AND BOTTOM SHALL BEAR 8" AT EACH SIDE OF OPENINGS. ��