09-335-001i
R
y
i vr.in��nvuir' NnTES� __. -.I
GENERAL NOTES
GENERAL
-' " _
O� �_
1. PLANT QUALITY: PLANTS INSTALLED PURSUANT TO THIS CODE SHALL CONFORM TO, OR
FLORIDA NUMBER ONE AS PROVIDED {N THE MOST
- - - - - .
-
,
Z85Z �F oo si= sxl �7� �r'Lly
i
FLOOR ELEVATION
EXCEED THE. MINIMUM STANDARS FOR THE
19. JOB SITE VISITS BY THE A/E DO NOT CONSTITUTE AN OFFICAL INSPECTION, UNLESS
1. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE LATEST
Y WILL BE ACQUIRED FOR STEEL AGAINST FORMS IN CONCRETE BEAMS & WALLS
New Construction
CURRENT EDITION OF 'GRADES AND DA FOR NURSERY S. PARTS ONE AND _ -, -._
CONSUME!
_ _ _ _ _ _ _ _ _ _
� - -- - - -�
EDITIONS OF THE FLORIDA BUILDING CODE, THE ACI AND AISC SPECIFICATIONS AND
IF FIELD CONDITIONS WARRANT.
'
Residential .
EP RICU
� TWO' PREPARED BY THE STATE OF FLORIDA DEPARTMENT OF AGRIGULYURE AND
LORI
_ - - -
RECOMMNNED PRACTICE.
WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185 -79 & IT SHALL BE ,
NECESSARY. FOR ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SEE
SERVICES
� WEED SHALL BE APPLIED IN A MINIMUM TWO (2) INCHES LAYER
48 HOURS BEFORE 70U-DIG
2. NO DIMENSIONS SHALL BE SCALED FROM DRAWING.
,7.
SUPPORTED ON SLAB BOLSTERS. �
1
1
AND AL PLANTING..
AN AROUND
3. IRRIGATION:
ALL SUNSHINE
M00432=4770
3. G.C. SHALL CHECK, REVIEW AND VERIFY ALL PLANS, DIMENSIONS AND SITE CONDITIONS
:
8. ALL REINFORCING BARS MARKED CONTINOUS SHALL BE LAPPED 30 DIA. AT 1
-
ADDRESS-
A. TO BE PROVIDE BY HOSE BIBS
12. REMOVE ALI, DF DRTS FROM FORMS BEFORE POURING.
O
PRIOR TO CONSTRUCTION. ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN
N
SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP CONTINOUS TOP BARS
LCyr BLOCK: PLAT I3FDGK: PAGE -_
B. OP"nONAL- A COMPLETE IRRIGATION SYSTEM AND WITH HEADS WHICH DO NOT
ITS THE LAW /N FLORIDA
THE SPECIFICATIONS OR ANY VARIATIONS NEEDED ORDER CONFORM TO CODES, RULES
AND REGULATIONS SHALL BE NOTIFIED E WRITING TO THE ENGINEER ANY SUCH
AT CENTER BETWEEN SUPPORTS AS REQUIRED - TERMINATE CONTINOUS BARS
NON- CONTINOUS ENDS WITH STANDARD HOOKS, U.O.N.
HIGHESTCROvvt4 OF ROAD ELEV Fr NGVD. HIGF IESrCROVVN OF ROAD ELEV
ATTACHED CERTIFIED SURVEY,ORACERTIFIED SURVEY
OVERTHROW TO IMPERVIOUS SURFACES, ALSO DESIGNED TO ALLOW DIFFERENT
OPERATION SCHEDULE FOR HIGH AND LOW WATER REQUIREMENTS AREAS.
DISCREPANCIES, OMISSIONS, OR VARIATIONS NOT REPORTED DURIN THE BIDDING PERIOD SHALL
AT
VVAS TAKEN FROM THE
4. CERTIFlGAT10N OF COMPLIANCE: A CERTIFICATE OF COMPLIANCE IN THE FORM OF A LETTER
THAT THE FREE UNCONFINED FALL OF CONCRETE SHALI. NOT EXCEED 5 FT, AND
BE THE RESPONSIBILITY OF THE G.C. WHO SHALL PERFORM THE CORRECTED WORK AS PER THE
9. ALL WALLS AND COLUMNS SHALL BE DOWELED INTO FOOTINGS, WALLS,
PREPARED F3Y:
PLS U
BEARING THE ORIGINAL LETTERHEAD OF THE DESIGNING FIRM AND LICENSING NUMBER SHALL
REINFORCING STEEL
A/E'S INSTRUCTIONS.
BEAMS OR SLABS WITH BARS OF THE SAME SIZE AND SPACING AS THE BARS
SuRvEYoRS NAME
BE SUBMITTED TO AND APPROVED PY THE PERMITING DEPARTMENT PRIOR TO ISSUANCE OF
CATS OF
4. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS ISSUED BY THE A/E. ABOVE. USE A (30) BAR DIAMETER LAP EXCEPT WHERE SPECIFICALLY
INDICATED.
5. STRUCTURAL DRAWINS SHALL BE WORKED TOGETHER WITH ARCHITUCTURAL, AIR r
CONDITIONING, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS, STRUCTURAL STEEL
SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLTSETTINGS, SLEEVES, ETC.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE A/E BEFORE PROCEEDIN WITH 1. ALL STRUCTURAL STEEL ROLLED SHAPES, BARS, AND PLATES SHALL COMPLY
THE WORK. 'WITH ASTM A36 -81, FY-36 KSI, U.O.N.
ANY FINAL CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLETION- THE CERTIF1
COMPLIANCE SHALL CONTAIN A STATEMENT SIGNED AND SEALED BY THE LANDSCAPE
ARCHITECT OR BY PERSON AUTHORIZED TO PREPARE THE APPROVED PLANS, THAT THE
LANDSCAPE AND IRRIGATION PLANS HAVE BEEN IMPLEMENTED AND THAT ALL REQUIREMENTS
OF THIS ORDINANCE HAVE BEEN MET. J
5. EXCAVATIONS: BEFORE ANY EXCAVATING FOR PLANTING WITHIN THE PUBLIC RIGHT OF WAY
OR WITHIN EASEMENTS AREAS THE CONTRACTOR SHALL REQUESTED FROM THE PROPER
AUTHORITY LOCATION OF UNDERGROUND UTILITIES.
6. G.C. SHALL SUBMIT SHOP DRAWINGS TO THE ENIGNEER FOR APPROVAL BEFORE FABRICATION ;2. STRUCTURAL TUBING (TS) SHALL COMPLY WITH ASTM A500, GRADE B, FY=
OR ERECTION OF ANY STRUCTURAL SYSTEM. ;46 KSI. ALL. ELECTRICAL, MECHANICAL PLUMBLING WILL BE PLACED AT OR ABOVE V I /2xZ GJa7d
THE BASE FLOOD ELEVATION_(B.F?E.) / IpALV,Yy7QiAITra/v
'3. STEEL PIPE SHALL COMPLY WITH ASTM A53, TYPE S, GRADE B, FY =35 KSI. 2) '~
T AND PROPERLY ISOLATE ALL CONSTRUCTION EQUIPMENT AND LOADS ALL AREAS BELOW B.I= E. SHALL BE PROVIDED wl-rl --I MINIMUM of TWO( 2) --
7. G.C. SHALL RESTRICT
ONE SQUARE IN .. .', �:.•,- * + _! l{i'JU /G�
STRUCTURE DURING CONSTRUCTIONS. OPENINGS HAVING A TOTAL NET
AREA OF NO LESS THAN "7' :,, ±' /' :e "`jp
FROM INDUCING OR TRANSMITTING VIBRATIONS TO THE <,
., n
/l6 UNLESS �4. ALL BOLTS SHALI, BE 3/4 DIAMETER ON 13 ROUND HOLES, UNL
'OTHERWISE OPENING FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO /2 �o A
8. G.C. SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER FROM OTHERWISE NOTED.
FLOODING. THE BOTTOM OF THE OPENING WILL BE NO HIGHER THAN ONE(1)
ANCHOR BOLTS SHALL COMPLY WITH ASTM A307. - . • � �'�- • ery; \' '`� u
EXCAVATION AND DEWATERING OPERATIONS IN SUCH A WAY AS TO NOT CAUSE S. ANC _
E TO THE STRUCTURAL ELEMENTS. FOOTABOVE GRADE AND LOCATED ON DIFFERENT SIDES OF THE ENCLOSED
INCONVENIENCE TO THE WORK AND DAMAGE WELDING ELECTRODES SHALL BE E -70 SERIES, LOW HYDROGEN. AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOWERS. FLOOD
WILL BE USED BELOW. B.F.E.
9. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID DAMAGING _- t RESISTANT MATERIALS vvI _
L _
UTILITIES. ALL UNKNOWN UTILITIES DISCOVERED DURIN CONTRUCTION SHAL I ' 71,1
ANY EXISTING UT (�j
-ENI NEER ANY DAMAE TO EXISTING ALTERNATIVELY, ACERTIFICATION BY P.E. P_E. ON THE SO��
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT G
CONCRE fE PLAN NOTES INDICATING THAT THE DESIGN 1MLLALLOW FOR THE AUTOMATIC ' .WAY_
UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUDING THE A/E. k " - -- -- "-
EQUALIZAMON OF HYDROSTATIC FLOOD FORCES ON EXrF_RIOR WALLS_ , r _ i
DOCUMENTS WITH ANY N ATE DESIGN SHALL BE IN ACCORDANCE WITH -.� ` �I {2U &� ��vUNb Ai.-M es
10. G.C. SHALL BE"RESPONSIBLE FOR UPDATING HIS CONSTRUCTION DO 1. ALL REINFORCED CO CRI. _ Mr
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI - 318 -A3). THE SITE V-ALL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF
REVISED DRAWINGS AND SPECIFICATIONS, FIELD ORDERS, CHANGE ORDERS AND CLARIFICATION _ _...
CENT PROPERTIES. WHERE NECESARY INTERCEPTOR SWALES WILL BE ,
SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION. Aa'I'°`
2. ALL CONCRETE WORK SHALT. BE DONE IN ACCORDANCE WTTII " i . _ _...
CONSTRUCTED ON -SITE WITH NO ENCROACHMENT OVER ADJACENT II -' LN"j"1 }.(� �-�
11. "BY OTHERS" DENOTES LABOR AND MATERIALS BY OTHERS. HOWEVER THE G.C. SHALL "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS "(ACI- 3o1 -83). PROPERTIES. • ` - "
COORDINATION AND FREE ACCESS TO THE WORK. _ {'t _ --
PROVIDE COO
3. CONCRETE STRENGTH AT 28 DAYS SHALL BE AS FOLLLOWS;
12. "NIC" DENOTES NOT IN CONTRACT. THE OWNER SHALL BE RESPONSIBLE FOR -
FOUNDATTON. :--- _: -. -- _ -- _._._.. _ __ -.. ,
OF THE BASE CONTRACT WITH THE "NIC" TRADES. 3(100 PSI = __ - _ _ - - __•
COORDINATING A TINE SCHEDULE M..H,...HH,H. ..,.mH. � � - .. . .
SLAB ON FILT.,.•.HH ...H.M.w..., ►N..3000 PSI , - h ' `li l�2:: ;
COLUMNS,.,..,.» ..... »,..H...» »,...,,4000 PSI �•,: , ;?_-- �1� &_C
13. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS SPECIFICALLY ,,. «...
STRUCTURAL S1.ABS..H „,,4000 PSI (U.O.N.) -- ZONING DISTRICT:
NOTED OTHERWISE. CONSTRUCTION DETAILS AND SECTIONS NOT COMPLETELY SHOWN OR PSI (U.O -N. ) Y , -
NOTED SHALL BE SIMILAR TO DETAILS AND SECTIONS SHOWN OR NOTED FOR SIMILAR i' 4 �J�d S 1� w : • • _ ` _: _ "
CONDITIONS: NET LOT AREA , / - - I _ __ •__» w:..:. ._- .�� _�.
�q l - `
4. MIX D
ESIGNS SNAIL Of SUBTVII'I TED TO THE. A/E FOR APPROVAL PRIOR TO '� -_ -1- -IFF
14. THE GENERAL CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION COMMENCEMENT OF ANY CONCRETE WORK. GROSS LOT AREA: _
PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION, IN ACCORDANCE WITH THE
I LOCAL BUILDING DEPARTMENT. 5. NO ADMIXTURP SHALL. BE PERMITTED W/O THE WRITrPN APPROVAL, OF THE FOOTPRINT MAX ALLOWED % X GROSS LOT AREA:
A/Fs. °
15. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD ALL COMPONENTS OF -EXISTING (IF APPLICABLE): Q..14 -5J ZF -47
6. ���U �
THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT IS SECURELY ANCHORED. 6. FORM WORK SMALL COMPLY WITH "RECOMMENDED PRACTICE FOR 1
CONCRETE FORMWORK" (347-78, REAFFIRMED 1984). ADDITION TO BE LEGALIZED (IF APPLICABLE) N /�. ITt=M N,b.M _ SGI Et�TI F 1 {z E Q t1�'cNTITY ICU r�p4 5
16. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES OF THE G.C. IS SOLELY RESPONSIBLE FOR SAFE ADEQUATE SHORING, RE- 1 - L I VE.
OAK. � VI�GI�l /Q3IQ n�,%�r4%
EVERY KIND, INCLUDING WATER AND POWER NECESSARY FOR THE PROPER EXECUTION OF SHORING, BRACING AND FORMWORK. THE G.C. SHALL CONTRACT A STATE OF PROPOSED NEW CONSTRUCTION OR ADDITION; 7p,7 ' f ' �- __ '. 4ur��o t+r 5e_rg5% Qru/�q
WORK SHOWN OR INDICATED ON THESE DRAWINGS. ALL MATERIAL SHALL BE NEW. MATERIALS FLORIDA REGISTERED ENGINEER TO PREPARE SHORING.AND RE= SHORING PLAN: 3 evmvv �U � j�I'v;X4jC�ii -
L WORKMEN AND SUBCONTRACTORS
AND THEY SHOULD BE SUBMIT'!'ED TO THE ENFORCEMENT AGENCY FOR TOTAL FOOTPRINT PROPOSED: 2��j Z Sf -
AND WORKMANSHIP SHALL BE OF GOOD QUALITY. AL APPROVAL REC {)RD- t{EEPiNG,
SHALL BE SKILLED IN THERE TRADE. !
5 % X GROSS LOT AREA:
0. THE OWNER SHALL CON'T'RACT AN INDEPENDENT TESTING LABORATORY FAR MAX ALLOWED /
17. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT PROPERTY AND THE _ hi D�/ZD ash _
APPROVED BY THE AIL• TO PERFORM CONCRETE. CYLINDER TESTS AS FOLLOWS: � C�J�v uLj ,mod/ v/ C2
PUBLIC, AND BE RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT. FOUR CYLINDER 1'RSTS FOR ANY 50 ('URIC YARDS OF CONCRETE. POURED. OR I EXISTING .(IF APPLICABLE): G �'�
THREE CYLINDER TESTS PER ANY DAYS'S POUR LESS''•HAN 30 CUBIC YARDS. ! ' 1 1 A. V, Od 59- � . � `Q a ` d _ 7 .>�i%' r� ��>� Cnv � �1%? v%L/G� �d15 � / ✓� /'Qx
18. THE PREMISES SHALL BE KEPT FROM ACCUMULATION OF WATER, MATERIALS, AND DEBRIS,
LOWEST FLOOR
GARAGFJSTORAGE
- ADJACUa GRADE
SWAT E AREA
ELEVATION
,
Z85Z �F oo si= sxl �7� �r'Lly
ELEVATION
FLOOR ELEVATION
ELEVATION
19. JOB SITE VISITS BY THE A/E DO NOT CONSTITUTE AN OFFICAL INSPECTION, UNLESS
PROPOSED
FT. NGVD
'
FrNFVD
FT.NGVD
FT.NGVD
BUILDING DEPARTMENT SHALL BE UNDER A SEPARATE CONTRACT.
11. VERTCAL CONSTRUCTION JOINTS USING APPROVED BULKHEADS MAY BE
TOTAL AREA PROPOSED: �,�jDp- `�Oco- }- z$�j2�SF�= 10,5t}gSF oF�tzF..EN Arz>±A
MADE AT CENTER OF BEAM OR SLAB SPANS WHERE STOP IN CONCRETE WORK IS
ANY FINAL CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLETION- THE CERTIF1
COMPLIANCE SHALL CONTAIN A STATEMENT SIGNED AND SEALED BY THE LANDSCAPE
ARCHITECT OR BY PERSON AUTHORIZED TO PREPARE THE APPROVED PLANS, THAT THE
LANDSCAPE AND IRRIGATION PLANS HAVE BEEN IMPLEMENTED AND THAT ALL REQUIREMENTS
OF THIS ORDINANCE HAVE BEEN MET. J
5. EXCAVATIONS: BEFORE ANY EXCAVATING FOR PLANTING WITHIN THE PUBLIC RIGHT OF WAY
OR WITHIN EASEMENTS AREAS THE CONTRACTOR SHALL REQUESTED FROM THE PROPER
AUTHORITY LOCATION OF UNDERGROUND UTILITIES.
6. G.C. SHALL SUBMIT SHOP DRAWINGS TO THE ENIGNEER FOR APPROVAL BEFORE FABRICATION ;2. STRUCTURAL TUBING (TS) SHALL COMPLY WITH ASTM A500, GRADE B, FY=
OR ERECTION OF ANY STRUCTURAL SYSTEM. ;46 KSI. ALL. ELECTRICAL, MECHANICAL PLUMBLING WILL BE PLACED AT OR ABOVE V I /2xZ GJa7d
THE BASE FLOOD ELEVATION_(B.F?E.) / IpALV,Yy7QiAITra/v
'3. STEEL PIPE SHALL COMPLY WITH ASTM A53, TYPE S, GRADE B, FY =35 KSI. 2) '~
T AND PROPERLY ISOLATE ALL CONSTRUCTION EQUIPMENT AND LOADS ALL AREAS BELOW B.I= E. SHALL BE PROVIDED wl-rl --I MINIMUM of TWO( 2) --
7. G.C. SHALL RESTRICT
ONE SQUARE IN .. .', �:.•,- * + _! l{i'JU /G�
STRUCTURE DURING CONSTRUCTIONS. OPENINGS HAVING A TOTAL NET
AREA OF NO LESS THAN "7' :,, ±' /' :e "`jp
FROM INDUCING OR TRANSMITTING VIBRATIONS TO THE <,
., n
/l6 UNLESS �4. ALL BOLTS SHALI, BE 3/4 DIAMETER ON 13 ROUND HOLES, UNL
'OTHERWISE OPENING FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO /2 �o A
8. G.C. SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER FROM OTHERWISE NOTED.
FLOODING. THE BOTTOM OF THE OPENING WILL BE NO HIGHER THAN ONE(1)
ANCHOR BOLTS SHALL COMPLY WITH ASTM A307. - . • � �'�- • ery; \' '`� u
EXCAVATION AND DEWATERING OPERATIONS IN SUCH A WAY AS TO NOT CAUSE S. ANC _
E TO THE STRUCTURAL ELEMENTS. FOOTABOVE GRADE AND LOCATED ON DIFFERENT SIDES OF THE ENCLOSED
INCONVENIENCE TO THE WORK AND DAMAGE WELDING ELECTRODES SHALL BE E -70 SERIES, LOW HYDROGEN. AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOWERS. FLOOD
WILL BE USED BELOW. B.F.E.
9. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID DAMAGING _- t RESISTANT MATERIALS vvI _
L _
UTILITIES. ALL UNKNOWN UTILITIES DISCOVERED DURIN CONTRUCTION SHAL I ' 71,1
ANY EXISTING UT (�j
-ENI NEER ANY DAMAE TO EXISTING ALTERNATIVELY, ACERTIFICATION BY P.E. P_E. ON THE SO��
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT G
CONCRE fE PLAN NOTES INDICATING THAT THE DESIGN 1MLLALLOW FOR THE AUTOMATIC ' .WAY_
UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUDING THE A/E. k " - -- -- "-
EQUALIZAMON OF HYDROSTATIC FLOOD FORCES ON EXrF_RIOR WALLS_ , r _ i
DOCUMENTS WITH ANY N ATE DESIGN SHALL BE IN ACCORDANCE WITH -.� ` �I {2U &� ��vUNb Ai.-M es
10. G.C. SHALL BE"RESPONSIBLE FOR UPDATING HIS CONSTRUCTION DO 1. ALL REINFORCED CO CRI. _ Mr
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI - 318 -A3). THE SITE V-ALL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF
REVISED DRAWINGS AND SPECIFICATIONS, FIELD ORDERS, CHANGE ORDERS AND CLARIFICATION _ _...
CENT PROPERTIES. WHERE NECESARY INTERCEPTOR SWALES WILL BE ,
SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION. Aa'I'°`
2. ALL CONCRETE WORK SHALT. BE DONE IN ACCORDANCE WTTII " i . _ _...
CONSTRUCTED ON -SITE WITH NO ENCROACHMENT OVER ADJACENT II -' LN"j"1 }.(� �-�
11. "BY OTHERS" DENOTES LABOR AND MATERIALS BY OTHERS. HOWEVER THE G.C. SHALL "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS "(ACI- 3o1 -83). PROPERTIES. • ` - "
COORDINATION AND FREE ACCESS TO THE WORK. _ {'t _ --
PROVIDE COO
3. CONCRETE STRENGTH AT 28 DAYS SHALL BE AS FOLLLOWS;
12. "NIC" DENOTES NOT IN CONTRACT. THE OWNER SHALL BE RESPONSIBLE FOR -
FOUNDATTON. :--- _: -. -- _ -- _._._.. _ __ -.. ,
OF THE BASE CONTRACT WITH THE "NIC" TRADES. 3(100 PSI = __ - _ _ - - __•
COORDINATING A TINE SCHEDULE M..H,...HH,H. ..,.mH. � � - .. . .
SLAB ON FILT.,.•.HH ...H.M.w..., ►N..3000 PSI , - h ' `li l�2:: ;
COLUMNS,.,..,.» ..... »,..H...» »,...,,4000 PSI �•,: , ;?_-- �1� &_C
13. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS SPECIFICALLY ,,. «...
STRUCTURAL S1.ABS..H „,,4000 PSI (U.O.N.) -- ZONING DISTRICT:
NOTED OTHERWISE. CONSTRUCTION DETAILS AND SECTIONS NOT COMPLETELY SHOWN OR PSI (U.O -N. ) Y , -
NOTED SHALL BE SIMILAR TO DETAILS AND SECTIONS SHOWN OR NOTED FOR SIMILAR i' 4 �J�d S 1� w : • • _ ` _: _ "
CONDITIONS: NET LOT AREA , / - - I _ __ •__» w:..:. ._- .�� _�.
�q l - `
4. MIX D
ESIGNS SNAIL Of SUBTVII'I TED TO THE. A/E FOR APPROVAL PRIOR TO '� -_ -1- -IFF
14. THE GENERAL CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION COMMENCEMENT OF ANY CONCRETE WORK. GROSS LOT AREA: _
PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION, IN ACCORDANCE WITH THE
I LOCAL BUILDING DEPARTMENT. 5. NO ADMIXTURP SHALL. BE PERMITTED W/O THE WRITrPN APPROVAL, OF THE FOOTPRINT MAX ALLOWED % X GROSS LOT AREA:
A/Fs. °
15. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD ALL COMPONENTS OF -EXISTING (IF APPLICABLE): Q..14 -5J ZF -47
6. ���U �
THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT IS SECURELY ANCHORED. 6. FORM WORK SMALL COMPLY WITH "RECOMMENDED PRACTICE FOR 1
CONCRETE FORMWORK" (347-78, REAFFIRMED 1984). ADDITION TO BE LEGALIZED (IF APPLICABLE) N /�. ITt=M N,b.M _ SGI Et�TI F 1 {z E Q t1�'cNTITY ICU r�p4 5
16. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES OF THE G.C. IS SOLELY RESPONSIBLE FOR SAFE ADEQUATE SHORING, RE- 1 - L I VE.
OAK. � VI�GI�l /Q3IQ n�,%�r4%
EVERY KIND, INCLUDING WATER AND POWER NECESSARY FOR THE PROPER EXECUTION OF SHORING, BRACING AND FORMWORK. THE G.C. SHALL CONTRACT A STATE OF PROPOSED NEW CONSTRUCTION OR ADDITION; 7p,7 ' f ' �- __ '. 4ur��o t+r 5e_rg5% Qru/�q
WORK SHOWN OR INDICATED ON THESE DRAWINGS. ALL MATERIAL SHALL BE NEW. MATERIALS FLORIDA REGISTERED ENGINEER TO PREPARE SHORING.AND RE= SHORING PLAN: 3 evmvv �U � j�I'v;X4jC�ii -
L WORKMEN AND SUBCONTRACTORS
AND THEY SHOULD BE SUBMIT'!'ED TO THE ENFORCEMENT AGENCY FOR TOTAL FOOTPRINT PROPOSED: 2��j Z Sf -
AND WORKMANSHIP SHALL BE OF GOOD QUALITY. AL APPROVAL REC {)RD- t{EEPiNG,
SHALL BE SKILLED IN THERE TRADE. !
5 % X GROSS LOT AREA:
0. THE OWNER SHALL CON'T'RACT AN INDEPENDENT TESTING LABORATORY FAR MAX ALLOWED /
17. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT PROPERTY AND THE _ hi D�/ZD ash _
APPROVED BY THE AIL• TO PERFORM CONCRETE. CYLINDER TESTS AS FOLLOWS: � C�J�v uLj ,mod/ v/ C2
PUBLIC, AND BE RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT. FOUR CYLINDER 1'RSTS FOR ANY 50 ('URIC YARDS OF CONCRETE. POURED. OR I EXISTING .(IF APPLICABLE): G �'�
THREE CYLINDER TESTS PER ANY DAYS'S POUR LESS''•HAN 30 CUBIC YARDS. ! ' 1 1 A. V, Od 59- � . � `Q a ` d _ 7 .>�i%' r� ��>� Cnv � �1%? v%L/G� �d15 � / ✓� /'Qx
18. THE PREMISES SHALL BE KEPT FROM ACCUMULATION OF WATER, MATERIALS, AND DEBRIS,
PROPOSED: r '
AND AT THE END OF THE JOB THE CONTRACTOR SHALL REMOVE ALL RUBBISH, SURPLUS
9. TRANSPORTI[NO, PLACING. CURING, AND DEPOSITING OF CONCRETE SHALL
,
Z85Z �F oo si= sxl �7� �r'Lly
MATERIALS, AND TOOLS AND LEAVE THE BUILDING BROOM CLEAN.
COMPLY WITH ACI 301-83.
TOTAL:
19. JOB SITE VISITS BY THE A/E DO NOT CONSTITUTE AN OFFICAL INSPECTION, UNLESS
10. NO WATER SHALL BE ADDED TO THE CONCRETE: AT THE JOB SITE.
o
� 2 MIN REQUIRED X GROSS LOT AREA: -
GREEN AREA /o
SPECIFICALLY CONTRACTED FOR "SPECIAL" INSPECTIONS AS REQUIRED BY THE LOCAL
�M
BUILDING DEPARTMENT SHALL BE UNDER A SEPARATE CONTRACT.
11. VERTCAL CONSTRUCTION JOINTS USING APPROVED BULKHEADS MAY BE
TOTAL AREA PROPOSED: �,�jDp- `�Oco- }- z$�j2�SF�= 10,5t}gSF oF�tzF..EN Arz>±A
MADE AT CENTER OF BEAM OR SLAB SPANS WHERE STOP IN CONCRETE WORK IS
20. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE
NECESSARY. FOR ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SEE
Il
STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILTY OF THE G.C. TO MAKE CERTAIN THAT
DETAILS. ANY OTHER CONSTRUCTION JOINT REQUESTED BY THE G.C. SHALL BE
NUMBER OF TREES PROPOSED: V
ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS.
SHOWN ON THE SI IOP DRAWINGS FOR THE A/E'S REVIEW.
2 50 !- • t t -+
TOTAL LINEAR FOOTAGE OF HEDGES PROPOSED:
21. THE CONTRACTOR SHALL SUPPLY THE A/E WITH ONE SEPIA COPY OR SIX BLUE LINE COPIES
12. REMOVE ALI, DF DRTS FROM FORMS BEFORE POURING.
Cd
OF SHOP DRAWINGS A MIINIMUM OF TWO WEEKS PRIOR TO PLACEMENT. THE REVIEW OF SHOP
STATE SPECIES, HEIGHT, SPREAD, AND DIAMETER OF ALL EXISTING, PROPOSED TREES,
DRAWINGS BY THE A/E IS ONLY FOR G.C. WITH THE STRUCTURAL DRAWINGS AND
13. CONCRETE SHALL. NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN
AND HEDGES.
SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS
.WALLS, COLUMNS, AND DROP CAPITALS) SO AS TO CAUSE SEGREGATION OF
ARE CORRECT NOR DOES IT INFER THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS.
AGGREGATES. USL' 1 {OPPERS, CHUTES, OR TRUNKS OF VARYING LENGTHS SO
TOTAL PARKING SPACES R9_gjL1RED:
Cd
THAT THE FREE UNCONFINED FALL OF CONCRETE SHALI. NOT EXCEED 5 FT, AND
- I
A SUFFICIENT NUMBER SHALL BE USED TO ENSURE THE CONCRETE IS BEING KEPT
REINFORCING STEEL
,LEVEL AT ALL TIMES. .
CONCRETE SLAB ON FILL
SOIL STATEMENT: ON SITE OBSERVATION INDICATED UNDISTRURBED ROCK AND SAND WITH AN
1. ALL REINFORING STEEL SHALL BE DEFORMED BARS, FREE FROM, LOOS$
;, l
A.
ALLOWABLE BEARING CAPACITY OF 2 000 PSF MINIMUM. THE GROUND MUST BE
hUST AND SCALE CONFORMING TO ASTM A615 -82- (S I), FY-60 KSI, U.O.N.
1 SEI.I:C I't;l) DILL MATERIALS S! {ALL BE CLEAN CRUSHED LIME -STONE (3 -
BROKEN FOR FOUNDATION UNTIL A MINIMUM OF 24 INCHES DEPTH BELOW THE
t
:MAXIMUM PARTICLE) OR CLEAN FINE SAND. THE FILL PLACEMENT SHOULD
NATURAL GRADE AND MUST BE REACH THE UNDISTURBED SOIL. ENGINEERING
2. ALL REINFORCIN SHALL BE DETAILED AND FABRICATED FOLLOWING'THE
OCCUR IN TI ICs DRY AND COMPACTED TO A MINIMUM OF 98% OF THE MODIFIED
INSPECCION AND STATEMENT OFTHE OBSERVED CONDITION MUST BE SUBMIT AND
�REQUIRMENTS OF ACI 315 -83. PLACING OF REBARS SHALL CONFORM TO CRSI
PROCTOR MAXIMUM DRY DENSITY (ASTM D- 1557). FOLLOW SOIL LAB
MUST MATCH WITH THE MINIMUM DESIGN CRITERIA. - THE ENGINEER OF RECORDS.
"RECOMMENDED PRACTICES FOR PLACING REINFORCING BARS ".
RECOMMENDNIIONS FOR THE METHODS AND PROCEDURES. ALL FILL WORK
!
SHALL BE SUPERVISED BY A SOIL REPRESENTATIVE. ALL TOP SOIL SHALL BE
3. MINIMUM CONCRETE COVER ON REINFORCING STEEL FOR NON-
REMOVED BEFORE STARTING FILLING OPERATIONS.
BATH AND REST ROOMS NOTE:
WALLS OF SMOOTH, NON CORROSIVE AND NON ABSORVENT WATERPROOF MATERIAL
PRESTRESSED CONCRETE SHALL BE AS FOLLOWS, U.O.N.: •
'
2. SLABS ON GRADE SHALL, BE PLACED OVER 6 MIL VISQUEEN OR- ENGINEER
SHALL BE PROVIDE TO A HEIGHT OF 60 INCHES MINIMUM ABOVE THE ROOM FLOOR AND
MINMUM TOLERANCE
APPROVED EUIVALENT.
TO A HEIGHT OF 72 INCHES MINIMUM ABOVE THE SHOWER OR TUB FLOOR.
COVER PLUS
'
3. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185 -79 "STANDARDS
PRODUCT CONTROL APPROVAL AND BUILDING PERMIT NOTE:
CAST AGAINST AND PERMANENTLY I
SPECIFICATIONS FOR WELDED WIRE FABRIC FOR CONCRETEREINFORCEMENT ".
PRODUCT CONTROL APPROVAL AND A SEPARATE BUILDING PERMIT WILL BE REQUIRED AS CONFORM WITH
EXPOSED TO EARTH 3" 3/8"
�
'THE ,.F.B.C. (WHEN APPLICABLE) FOR:
b
4. WELDED WIRE FABRIC SHALT, BE SUPPORTED ON SLAB BOLSTERS OR
- WINDOWS - DOORS - STORM SHUTTERS - WOOD TRUSSES
EXPOSED TO EARTH OR WEATHER
CONCRETE BLOCKS SPACED NO FURTHER THAN Y-0" U.C.
- STEEL JOISTS - GLASS WALLS - AWNINGS - RIDGE VENTILATION
NO.5 & SMALLER BARS 11/2,11 3/8"
c�
- STORE FRONTS - RAILING - .HANDRAIL - CURTAIN WALLS
NO.6 & LARGER BARSC 2" 3/8"
._ NOT EXPOSED TO WEATHER OR IN
5. SAW =CUT CONTROL JOINTS SHALL_ BE SAWED AS SOON AS THE CONCRETE IS
HARD ENOUGH NOT TO BE TORN OR DAMAGED BY THE BLADE.
- ROOFING -FENCES - SIGNS - PRECAST. SYSTEMS
'- DRIVEWAY & APPROACHES - ALL STRUCTURAL GLAZING - ANY OTHER SPECIAL ASSEMBLY
CONTACT WITH GROUND:
6. COLUMNS, BEAMS, AND WALLS OR ANY OTHER STRUCTURAL MEMBER
-
ROOF SLABS I" 1/8"
PENETRATING SLABS ON FILL SHALL BE ISOLATED BY PREMOLDED JOINT
FILLER (1/2" THICK) COMPLYING WITH ASTM 01752, TYPE 1.
STRUCTURAL SLABS & WALLS .3/419 1/8"
�7. JOINTS SHALL BE SEALED WHERE INDICATIONED BY THE AECHITECTURAL
BEAMS & COLUMNS (PRIMARY
{DRAWINGS. FILLER AND SEALANT MATERIALS SHALL FOLLOW SPECS.
.REINFORCEMENT; TIES, STIRRUPS 1 %2" 3/8"
MASONRY
AND SPIRALS)
-
ON GRADE I %a" '/4"
1. HOLLOW CONCRETE MASONRY UNITS SHALL BE OF QUALITY AT LEAST
jSLABS
I
EQUAL TO THAT REQUIRED BY ASTM C90 "STANDARD SPECIFICATION OF ASTM
C270, EXCEPT THAT SLAG CEMENT SHALL NOT BE USED. MORTAR FOR EXTERIOR
•4. NO DEVIATION FROM THE STRUCTURAL PLANS SHALL BE PERMITTED W/O
WALLS SHALL BE TYPE M. FOR INTERIOR LOAD BEARING WALLS ABOVE GRADE.
THE EXPRESS WRITTEN CONSENT OF THE A/E. ALL REINFORCING DETAILS TO BI
AND NOT SUPPORTING LOADS THE MORTAR SHALL BE TYPE M. S, OR N.
SUBMITTED TO THE A/E FOR HIS APPROVAL.
2. WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY TWO CELLS AT THE
5. ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE DURING
SETTING LOCATION SHALL BE FILLED WITH CONCRETE.
CONCRETE POURING. IF REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED BY
THE CONTRACTOR TO FURNISH SUPPORT BARS.
LINTELS
6. BARS SUPPORTS SHALL BE PLASTIC TIPPED FOR EXPOSED CONCRETE. LEGS
1. LINTELS MAY BE USED IN MASONRY OPENINGS UP TO 6'- 6" CLEAR: THESE BE
OF FOUNDATIONS CHAIRS SHALL BE GALVANIZED. PLASTIC "DONUT" SPACER
pRE -CAST OR CAST IN PLACE AND SHALL BE 8"X 12" MINIMUM WITH 2 #5, TOP
- -
AND BOTTOM SHALL BEAR 8" AT EACH SIDE OF OPENINGS.
24 X 36 PRINT6 ON NO. 1000H CLEARPRINT •
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