HomeMy WebLinkAboutBalcony Restoration Specs
15'-0"
--::t-------- TIP~
'""'" \
co . #5 TOP & BTM I ~
00 0.. 0 12" O.C.
I o . I #5;<10' 12" O.C. IN TOP #4;<3" LQNG .'
ol!) I- '" ~ DRill "(HROUGH Ql'i\DING 5/8"'1.5/8"'1. 1/8" HR STL BACKE.RS . .
.0 - I \ WALLS AND sET IN EPOXY ANGLE ASTM 1>.36 MAY BE
=ll= . .
----- _--------1-"- ------ SUBSTITUTED IN PLACE OF
#4'1.3" LONG BACKERS --- . ~ ".4 .~
--------------~---~-
l __--------- _J---~ \
\ OP1'\ONAL WELD DETA\L
- - - - A
USE WHERE LAP SPLICE LENGTH IS INSUFfICIENT
INTERIOR SLAB REPAIR, IF ANY EXISTING STEEL. LEAVE MIN. 32"
TO BE DETERMINED IN FIELD LINE OF DEMOLITION EXTENDING FROM
AND BILLED AT UNIT COST fOR BALCONY UNIT INTERIOR SLABS
REPLACEMENT
W ~EINFORC\NG 1~~_:'T UNIT 204- NOTES:
UNITS 201, 205, 208, 210 TYPICAL i. ALL DIMENSIONS ARE TO ROUGr! FRAMING
OR MASONRY. CONTRACTOR SHALL FIELD
VERIFY DIMENSIONS PRIOR TO CONSTRUCTION.
2. CONCRETE SHALL ATTAIN MIN. 5000 PSI
r PROVIDE DRIP COMPRESSIVE STRENGTH AT 28 DAYS.
/ ~r;rCH IN "VEE. REINFORCING STEEL Sr!ALL 8E ASTM A615
___ . OR RAIlIUS FORM GRADE 60. MINIMUM 1-1/2" cLEAR COVER
3/4:" STEP AT ---=11\\
DOOR TRACK NEW WE.LDE.D ALUMINUM - II REQUIRED OVER ALL REINFORCING.
/ '\. ,- GUARDRAIL FLANGE MOUNT. \ ;::!';::::::;~u 3. REFER TO PROJECT SPECIFICATIONS
11- 2" T8D \~~ W/3/8"x3" 5.S. S1UD5 \ ~-;1k) FOR WORK PROCEDURES, MATERIAL
SET 11'1 EPOxY
/ SPECIFICATIONS. AND ADDITIONAL
BALCONY EDGE DETA\L INFORMATION
~ , - .:.....-- 4.. Tr!IS REPAIR DESIGN IS IN SU8SiAN1\AL
~ \ MIN. 1 _1/2. COYER COMPLIANCE WITH THE REQUIREMENTS OF
OVER ALL STEEL, TOP r ADDL. #5;<10' TOP THE FLORIOA 8UILDING CODE 2001 FOR
& BoTTOM SEE PLAN vIEW 130 MPH WIND SPEED. NO CERTIFICATION
~ \ AnDL. 2-#6 BARS ~ \ ADDL. #5 81M IS IMPLIED FOR Tr!E REMAINDER OF THE
EXISTING STRUCTURE.
SEE PLAN VIEW ~
BOTTOM
PROJECT
l!) THE CEDARS CONDOMINIUM \ BALCONY RECONSiRUCT\ON
MINIMUM 2"
#5 DOWELS W jOFfSET .J #4 8ARS 12" Q.C.-' CLE.AR CONC. CAPE CANAVERAL, FL Ul'lITS 201. 204. 205. 208, 210 \
COVER OVER
BEt~D Ai 12n O.C. \ e/W TOP & BOTTOM OUTER siEEL
EPOXY 12n INTO EXSTG. OAVlO L BAY ANT DATE
SLAB. EXTEND 16" INTO ihis plan has been prepared u'Icler my 2/06/03
BALCONY DECK direct supeoision and is, to the best of
PROfESSIONAL ENGINEER my knowledge, QCcurate and in compli- aRAWN
once with 0\\ oppliCoble building codes, CI
P.O. 80)( 362024 n ~ t
\ M};~~U~~~:,:~0~~DA~.?3?3~ " \ ^ .I I / J I RE'i
@JlPICAL SEC1!QN THRU BALCONY \ o,K''- e,v'-"O'- wvoo,5~ ~1Jl " ..,!g!b ow~
~ ~~ o,~'~-_ MM _ -==.~~?~1::2-~_
I ! ~j \ t\jt~k'K t~Lt l ~ ... ,
-~-
~-_.._.._----_._...._._---_._-_. --. -..,....-.-
15'-0"
-- ------,- nP~
co . #5 TOP & BTM I ~
0 0.. 0 12" O.C.
I o . I #5x10' 12" O.C. IN TOP #4x3" LQN9 .
l!) I- '" r DRILL THROUGH DNlDING 5/8"x5/8"x1/8" HR STL BACKERS -
.0 - I I WALLS AND SET IN EPOXY ANGLE ASTM A36 MAY BE . .
=ll=
-------t- SUBSTITUTED IN PLACE OF
#4x3" LONG BACKERS --- "
______________~---t
l ___________ _J___+ \
I o OPTIONAL WELD DETAIL
- -
USE WHERE LAP SPLICE LENGTH IS INSUFFICIENT
INTERIOR SLAB REPAIR, IF ANY EXISTING STEEL, LEAVE MIN. 32"
TO BE DETERMINED IN FlELD LINE OF DEMOLITION EXTENDING FROM
AND BILLED AT UNIT COST FOR BALCONY UNIT INTERIOR SLABS
REPLACEMENT
<W' REINFORCING 1~~~_:T UNIT 202 NOTES:
UNITS 203, 206, 207, 209 TYPICAL 1- ALL DIMENSiONS ARE TO ROUGH FRAMING
OR MASONRY. CONTRACTOR SHALL FIELD
VERIFY D1MENSlot..jS PRIOR TO CONSTRUCTION.
2. CONCRETE SHALL ATTAIN MIN. 5000 PSI
r PROVIDE DRIP COMPRESSIVE STRENGTH AT 28 DAYS.
~OTCH IN "'lEE:" REINFORCING STEEL SHALL 8E ASTM A615
___ OR RADIUS FORM GRADE 60. MINIMUM 1-1/2" CLEAR COVER
---=ej) REQUIRED OVER ALL REINFORCING.
NEW WELDED ALUMINUM - 1\
GUARDRAIL FLANGE MOUNT. \ :::."'==:> u 3. REFER TO PROJECT SPECIFiCATIONS
W/3/8"x3" S.S. STUDS \ ~~/ FOR WORK PROCEDURES, MATERIAL
SET IN EPOXY - -J SPECIFICATIONS, AND ADDITIONAL
INFORMATION
BALCONY EDGE DETAIL . THIS REPAIR DESIGN IS IN SUBSTANTIAL
"- ''t.
-H= \ MIN. 1 -1/2" COVER COMPLIANCE WITH THE REQU1REMEt...JTS OF
ton ~ \
OVER ALL STEEL. TOP rADDL. #5x10' TOP THE FLORIDA 8UILDING CODE 2001 FOR
& BOTTOM SEE PLAN Vlt:# 130 MPH WIND SPEED. NO CERTIFICATION
\ '\ ADDL. #5 8TM IS IMPLIED FOR THE REMAINDER OF THE
EXISTiNG STRUCTURE.
SEE PLAN VIEW ~
PROJECT
# _.-- ,.- . .\ THE CEDARS CONDOMINIUM BALCONY RECONSTRUCTION
MINIMUM 2"
#5 DOWELS W/OFFSET.J CLEAR CONC. CAPE CANAVERAL, FL UNITS 202, 203, 206, 207, 209
4 t:lAK::i :/.- U.\;.-" COVER OVER \
BEND AT 12" e.c. 8/V-~ TOP &; BOTTOM OUTER STEEL
BEAM TOP STEEL TO BE EPOXY 12" INTO EXSTG. DATE I
REPAIRED W / su.,B SLAB, EXTEND 16" INTO DAVID L. BRYANT This plan has been prepared under my 2/06/03
REPu.,CEMENT BALCONY DECK direct supervision and is, to the best of
PROFESSIONAL ENGINEER my knowledge, accurate end in compli- DRAWN
once with all applicable building codes. C\
P.O. 80X 362024 REI/.
MEL80URNE, FLORIDA 32936
@ TYPICAL SECTION THRU BALCONY STATE L\CE~~SE PE-038154
DWG. NO.
(321) 773-9900 221002-08
--- -- --.----- - --~._.....~--_._------------_.._-~-_._---_...._._._._..- ___________n._____
~.................. -- ~-
p,~ 15' _On 8n 15'-0" p,n 15' -0"
Bn 15' -0" n 15'-0" 8. 15' -0.
p,. B" 15' -0. . 15'-0" \ \
15' -0. \\ ~
\ e I .
0
, \
/~ISilNG 8" SLOCK it>
. pf>R\\T\Ol-l wpJ.l... TI'?
0
\ -- ---- :=::.--' ::.---' o.:::::::--r
it> ---- :=::.--' -- ----
--:::: :::::---' - :::::..---' :::.---'
:::::..---' . :::::--' ... ..
A 8 UNIi 207 . UNIT 208 UNIT 209 UNIT 210
UNIT 205 UNll 206 OVE.R BORM OVER pI>,TIO O\lE.R BDRM
UNll 202 UNIT 203 UNIi 2M OVER BDRM OVER ?I>,TIO OVE.R 1'1>,110
UNI! 201 OVER 1'1>,1\0 OVER BORM
OVE.R BORM OVER ?/>.TIO
0 2nd fLOOR PLAN
3/32"::=1'-0"
NOlES:
I. El8lAiED 8ALCONY AREA
75 sF PER UNli
2. ALL DIMENSIONS ARE TO ROUGr!
FRAMING OR MASONRY, CONTRACTOR
SHALL FIELD VERlFi DIMENSIONS
PRIOR TO CONSTRUCTION.
3. REFER 10 PROJECT SPECIFICATIONS
FOR WORK PROCEDURES. MATERIAL
SPECIfiCATIONS. AND ADDITIONAL
INfORMATION
r
REPLACS BALCONY
rREPLACE BALCONY / DEC\<.s. \YPIC,t>..L
\~:'o DECKS, TYPICAL ~'~\- fNE UNliS
FIVE UNliS
I NEW GUARDRAIL
G: ~oJ \--IEW GUARDRAIL W\iI-I G: oJ \~ WITH SCREEN ENCLOSURE
&: / SCREEN ENCLOSURE ~ .L\
w L
:> TYPE B BARRIER TYPE B BARRIER
'3 SEE OWG. #221002-05 ~ ~ SEE OWG. #221002-05 SUBJECT
PROJECi LA'< 0 U'T
W THE CEDARS CONDOMINIUM 8U\LO\NG
G: \.>.. .
.0 /NEW SCREEN 0
V.~ ENCLOSURE V.~ r- E)l.ISilNG MASONRY CAPE CANAVERAL. FL
E)l.ISiiNG GRADE \ \ / WALL DATE 2/06/03
\ 0/).'/\0 L. Bf\'lANT Tnis p\ai'\ noS beei'\ prepared ui'\der my
.1--- SLAB. NO WORK 1-- "ced ,"p'''''''oO oOd ,', \0 t", be',.o1
my "ow"dg" 0000CO" ood .'0 ,"mp"- DRAWN CI
PROfESSIONAL ENGINEER ai'\Ce \fiit\'1 01\ applicable bU\\d'f\9 codes.
@ SECT,\~.~-o" OVER BDRM p.O. 80X 362024- Rf)/.
o SEci,\?~~. O\f€.R PATIO MEL80URNE. flORIDA 32936
STAlE LICENSE. PE-038 i 54 0'; QWG. NO.
22 i 002-07
(32'\) 773-9900 .~~
~- ----------~----
---------- -..