HomeMy WebLinkAboutStructural Plans; Bayside CondominiumsDOCUMENT COVER
Box Bayside Condominium,Bldg.
27
Item #1�— Structural Plans; Bayside Condominiums
Date: 7/20/2001, 7 Pages
S1— Foundation Plan
S2 — Ground Floor Plan
S3-2 n' Floor/Lobby Roof Truss Plan
S4-3 d -5 th Floor Plan
S5 — Roof Plan
S6 — Detail Sheet
S7 —Typical Utility Service Penetration
UPON RETURN OF PAPER ORIGINALS FROM MCCi, add to file name:
LF/CapeCanaveral/Bldg Dept /Address/Folder?
Cf 80.o P�
fp 0
CONCRETE = 60:000) Pei
.,--COLUMN
SCHEDULE
COLUMNC
3
54:30' (NGVD)
MARK
T/MAIN ROOF
5th
C I ICSL
BOTTM RE f�fiNG
_,,
TO
45.63' myo
MAIN FIS
_
A_NTILEV"
r
T/5th FL
14th R_
4 I
TO
t
36.97' (NGVD)
5th FL.
Tl4h R..
3rd FL.
.
TO
28.30' VD :
4th Rr
't/3rd, RL.
2nd FL
12'x24'
19.63 (NOVO)
TO
3rd FL
4-#8 21--2S
T/2nd R-
PLECAP
127x24'
12'x24'
16' MA.
TO
-#8 2L -2S
8-#8 4L -2S
4-#7
VARIES
2W EL
#3®i2'
(3)#3ot2'
#3016'
5�
T/PLECAP
�iNC.
C I ICSL
BOTTM RE f�fiNG
_,,
_
_
A_NTILEV"
r
4 I
_
t
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11 V
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11 V
it
11 V
11.19
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SECTION
NORTH
PARAPET
SEC TION
a STAIR ROOF CAP
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'SEC
NOTETION
THRU ELEVAT R/MECH. RM.
0
ROOF CAP SIMILIAR
BANDED TENDON GROUP. TO BANDED TENDONS BEFORE
DEAD END ANCHOR CASTING
DIMENSIONS
REINFORCING
(' STRESSING BANDED TENDONS.
WIDTH
DEPTH
TOP
2") 3
2 #4 REBAR CONTINUOUS
ALONG ALL SLAB EDGES
„
2 CLEAR
B1
8»
16"
2-#5
2-#5
#3@24"
(5"x10"TIES)
B2
8"
16"
2-#5
2-#5
#3@24"
--
(5"x10"TIES)
B3
8"
20"
2-#5
2-#5
#3@8"
(5"x14"TIES)
B4
8"
8"
1-#5
8" CMU BEAM
B5
� u
_mow
USE PLASTIC CHAIRS AT ALL
2x EDGEFORM
RE -USEABLE PLASTIC4
� ADD #3' REBAR HAIRPIN AT BANDED
EXPOSED SLABS
SUPPORT REBAR
STANDARD
POCKET FORMER,
SUPPORT
CHAIR.
3/4" PLYWOOD FORM
SECURE ANCHOR CASTING TO EDGE
BEAM SCHEDULE (ALL BEAM CONIC. f'c = 4000 PSI)
MARK
DIMENSIONS
REINFORCING
REMARKS. (DIMINISHED
TIE DEPTH AS NOTED
WIDTH
DEPTH
TOP
BOTTOM
MIDDLE
TIES
B1
8»
16"
2-#5
2-#5
#3@24"
(5"x10"TIES)
B2
8"
16"
2-#5
2-#5
#3@24"
--
(5"x10"TIES)
B3
8"
20"
2-#5
2-#5
#3@8"
(5"x14"TIES)
B4
8"
8"
1-#5
8" CMU BEAM
B5
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, 5 " , LL �, ,�,�,_ , '�_ , " EFOP I . I . 0S. FIXED END ANCHORAGES SHALL BE INSTALLED ON THE TENDON . I I 8 z
.
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� 11 - , , IT Im -r I PLANT PRIOR TO SHIPMENT. REQUIRE I I I ,
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' "' �4 -, I' , � _ ' I , - i 03. CONCRETE MA50NRY SHALL BE NORMAL WEIGHT, dRADE N, TYPE I SW4 I � I- I � ca q � - ';� . � �
, � , , - ' (:WREMi�-NTS OF A$C-E li-'35, "MINIMUM ` � . I . I .1 I I . � � ; _� - I
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- - 1- I � I 1 03. FOUNDATION HAS BEEN DESIGNED FOR AN INDIVIDUAL PILE BEARING I OR 11, CONFORMING WITH A6TM CW "STANDARD SPECIFICATIONS I I i �
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1�,:ev,'.,i��;4,,�', 4, ,$_ � '' =,. �-, " � ; - . I I CAPACITY OF 50,0 TONS, UPLIFT CAPACITY OF 12.5 TONS AND A LATERAL FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS." � I � � ,0-�,
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g�'i,"",,�-_t��,W -,.2_--",;�,,_ -0- �!;_ - "", _ ` I , I I . . . ING RAMS AND GAUGES SHALL INDIVIDUALLY BE SHALL BE 2000 P51 U51NG TYPE M OR 6 MORTAR I I
,&" L �, _�,_ � _'� ,'� " � I I - I � - REINFORCED WITH FOUR #7 REBAR VERTICALLY AND #3 TIES AT a' I - ;, I I =,� - - 5N -- I
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, Ul�,E','!'-`� � , ,, -,", , ,i _ ,�`�'i��v, T I - lj � li � , - I I . . ONE ADDITIONAL A REBAR SHALL BE PLAr_E0 THE F I . I I r
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� -, ,�,,�`�;��:,', 4, � " , L �', , � I I ", REQUEST. FILE, Oro. MASONRY REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH . . = _ ,koL
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,. .:- __ , 1,,�, __ I � I � 05. ALL REINFORCEMENT SHALL BE ADEQUATELY TIED OR WELDED AND - r__, I E E I L
, - R , " L' �,__,�j ,_�,,, - ��,L - I i2. ELONGATION MEASUREMENTS SHALL BE MADE AT EACH " L
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L", ".1 , - -. `� ` ' ' ' � NG LOCATION. MEASURED ELONGATIONS SHALL AGREE INSTALLED WITH SPACERS TO PREVENT DISTORTION AND MAINTAIN 01. OPENINGS IN MA50NRY WALLS SHALL BE REINFORCED WITH A
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,;, _.,�jr,.",,,,,,,.�, -,, *, " _��"_7 _ _ Oro. ALL REINFOR WHERE CA5T-IN-PLACE CONCRETE 51EAM5 ARE NOT INDICATED.
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, '', , _ _ - � '' I I L . 13. STRESSING RECORDS SHALL BE FILLED OUT DURING THE GRADE 60.
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V4,�` 1 1 . , � L"'A TENSIONING OPERATION WITI4 TWE FOLLOWING DATA RECORDED Ca. ALL MASONRY CELLS ADJACENT TO DOOR$, WINDOWS, almol
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.� ITF,", ,,�`�,, : ". I , � �l 7- L , - AS A MINIMUM. 01. GROUT CON515TENCY SHALL BE PROPORTIONED AND PRODUCED COFN7ERS OR ENDS OF WALLS SHALL BE REINFORCED WITH ONE #5 1 : Id.
i
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� �� � ,, - , 'T'- " - j ,' " ' - -OUNt>ATION5,. ARE TO BE FORMED UPON SOIL WITI4 A � %a*-& I - I
_:.' , ,,.:, : 04., ALL ,� F - � . . . � � 0 ,
,."-pl 1, , `�i'.,,��,� " I- I A SLUMP OF: 8-11 INCWES. REBAR AND GROUTED SOLID. . I Da
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�, � ,� _ , - - - INR , t f TENDON MARK OR IDENTIFICATION.
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� : _ �'7,_,"': �,L�::'�'i_ �L ��L � I- I , �- * REQUIRED ELONGATION. � Oa, DRILLING AND GROUT PLACEMENT SHALL i5E PER- -IED IN A SMOOTH � I
,��L`,__ "'-' , " L .1 SP L 05, THE CONTRACTOR 15 RE5PONS15LE TO ENSURE TWATALL I . I
_ ", 1; ��'�,,� L r4 �,': L , � � 1 051 IT�15�TW15 RK ,ONSIBILiTY OF THE GENERA CONTRACTOR . I
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il", ���-,�""���."T":""-"��.", - I ` �, .. I � ' �' � I * GAUGE PRE65URE TO ACHIEVE REQUIRED ELONGATION. . CONTINUOUS OPERATION. IF THE PLACEMENT OF GROUT 15 INTERUPTED MASONRY STRUCTURAL ELEMENTSARE ADEQUATELY BRACED TO I I I L I -
I �`- ' � � " Ti
1�� - , _' � -' '� _"�, _" .-L L "� '� - . !q�,!*F,�IDE T14E UNIFORM BEARING CAPACITY UNDER THESE I
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� , �� i �. � ,�, � , I I . � * ACTUAL ELONGATION ACHIEVED. DUE TO A DROP IN PRESSURE, CLOGGED TIP OR 5UPPLY LINE, A DELAY ol
I - " j'L,L_, ��L " . , , L RE515T WIND, BACKFILLING, 501L COMPACTION AND OTHER -V
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, '� � � � , -��, t�, " ',i " ,�. FOUNOAT IONS. THE OWNER SHALL WIFE A GEOTE614NICAL , - I ----------- --- - L L--'---- -_ -_ - -1 r - - I I
, �,�L,-'4 - -�, - , _ - - . ' L I , 11 * ACTUAL GAGE PRESSURE. I I
" " , -, I I L �_ I IN CONCRETE DELIVERY, OR ANY OTHER REASON, THE AUGER S14ALL BE NATURAL AND CONSTRUCTION FO . .
�", , i r :, '_�,�_� '' _____ 1- ll� OL I RCE5 OCCURING DURING I .
I' ��,�_�L�'j�.�, -"., L _�_ _ _ I I - E__R T PREPARE RECOMMENDATIONS FOR NECESSARY
/ rL � � F-11,*IN F I
__�L ,. '' "�"`,_! �:�: �" � �L -111 . * DATE OFSTRE55ING OPERATION. REDRILLED DOWN A MINIMUM OF 5 FEET PAST THE INTERRUPTION POINT CON5TRUCTION. BRACING SHALL REMAIN IN PLACE UNTIL THE I #5 DOWELS 6 4,5" (5TH FL. TO ROOF) I
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� , ��J__,, �_ , " L ''I � I , I � I SIGNATURE OF THE STRESSING OPERATOR AND THE PILE REFORMED. .
, , , , - _ I I STRUCTURE 15 COMPLETED
- _` '
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-r` � � ::�',, _'_�"T_L,_-�, _,_�, r, I A I 1 15 DOWEL5 0 24" (4TH FL. TO 5TH FLd I
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�"_�'�_`��,L �,�- _ . I I . * SERIAL OR IDENTIFICATION NUM15ER OF JACKING �
` ,, , . 1, I L 1 #5 DOWEL5 0 a" (3rd FL. TO 4TI4 FLJ I I I i
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' - �. � r- I - I - I , -r, - I . L I L I I I - EQUIPMENT. 10S. AFTER THE AUGER 15 WITHDRAWN, A 24 GAGE, 12" DEEP, 14" DIA. STEEL 10. VERTICAL .REINFORCING SHALL BE CONTINUOUS TPROLr- H ALL ;�
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1, � 11- " L '- �;, - � I ,� ERA -- CONCRETE SLEEVE SHALL BE PLACED AROUND THE TOP OF THE FILE. THE SLEEVE WALL BEAMS. ko DOWEL5 0 a" (2nd FL. TO ard FL.)
I ., "_ �,, _GEN . L'NOTES:
,:,� I � , 'L
. �,,� I I - �j , t , , , � I I . 14. 5TRE55ING RECORDS SHALL BE TURNED OVER TO THE OWNER OR SHALL BE REMOVED PRIOR TO PLACING T14E GRADE BEAM OR FILE CAR. I
, ''"i L - , ' � , - I L I I I � V DOWEL5 Q E3" (GND. FL. TO 2nd FL. 5HOWN) L_ I )
,
� 1L"l �,r��,�,�, . ":� , _1� � I � IALL CONCRETE CONSTRUCTIO WORKMANSHIP AND MATERIAL THEIR REPRESENTATIVE FOR VERIFICATION AND SAFEKEEPING. 11 MA50NRY ROUT .SHALL BE PROPORTIONED AND PRO UCED TO r
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4 � w ��-"$. -ECIPICATI,ONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.' ' . 15. EXCESS TENDON LENGTH SHALL BE CUT AS SOON AS LA50RATORY TO PERFORM AN AXIAL LOAD TEST ON ONE NON-FRODUCTION I � I
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I � , I i- " ' COI PL 5 OF ACI 301� , I 10. THE GENERAL CONTRACTOR SHALL HIRE A LICENSED GEOTECHNIC L
, � - `1 1, - - - ' ' ' H
'_,_ , � _,` ' _S ALL . YI WITH THE REQUIREMENT 1 A
__�, __�-_,,�_l , �� � "' - , �f I HAVE A SLUMP BETWEEN a AND 11 INCHES.
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�: , , �.: , , ,�,4 i 1, I I I I .1 I POSSIBLE AFTER TEN ON TEN51ONNG AND SAT15FACT RY CHECK PILE PER BUILDING IN ACCORDANCE WIT14 A9TM STANDARD D1143. .
" , ,_ j, __ 11 I I I . - I " 12, WHEN GR<' ,UT POURS EXCEED 5 FEET IN WEIGHT, PROVIDE A
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�, 6E-5EAMS� ' 150001 TpouRoursWLY CLEANED OF ANY DELITEROU5 MATERIAL AND
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- " _ " : 05'..ALi- BAR 5PLICE,5, D40LUEL-5 AND CONCRETE COVERAGE SHALL � - . GALVANIZED (G oO) STEEL TRU55
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I,' , - I �l I' � , �, �z - , MEET THE REQUIREMENTS OF: ACI 3Ia/3i$R "BUILDING CODE AND L - :: // 0 24" MAX. DESIGN BY DELEGATED _. �
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1-1 � , :�:� � , 11 - f � I , , CONCRETE SHALL BE PRODUCED TO HAVE A SLUMP OF 5 INCHE5'il-, AND GENERAL NOTES: STRUCTURAL METAL STUD - . � � - . . � � . . . - ___� ----,-"--,-- \ -A_ ;
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