00-0712-001 I
I '
�_1111
RE-OPEN EX15T WINDOW OPENING
_ PROVIDE NEW AWN II WINDOW W/ �DJ�-�°
DROP HEADER ABOVE 5H0 ER WHITE FRAME ! GREY GLASS
' ENCL05URE TO 1' A.F.F. PROVIDE STORM SHUTTER I 0 8 61
ALUM SHOWER ENCLOSURE A 0
W/2'-0' WIDE DOOR. GLASS
SHALL BE CLASS 2 SAFETY
GLASS O NEW LOCATION OF
GLASS
EXIST WATERHEATER EXIST C135 WALL
11.1 oloo, CONDENSING _ POWER 4 CONTROL 4' CU R a 6
UNIT /
` LOCATION REMOVE EX15T WINDOW 3 " " _ �_ "o o " I _S" " I�'_o" EXISTING 0
a BLOCK OPENING W/8' - _9
• 1�'0' CONC BLK, FINISHES I STORAGE 3
I' TO MATCH EXISTING _' I Q O
LIQUID LINE W/0 Ln 0
A W/1/2 ARMAFLEX 01
CONCRETE BASE INSULATION CQ E X 15T FAMILY ROOM
W/6 X6.10/10 wip -' +I -' TO BE CONVERTED a
0 3 0
SECURE UNIT TO SLAB W/4•I' x r x '%' 16' WIDE TILE BENCH — a \ N 0
STEEL ANGLES U61NG 'q' X 3' EXP BOLTS ( \ TO BED ROOM #2 EXISTING
u
A SLAB 4 '/4' THRU BOLTS s UNIT - 1 - KITCHEN _ EXISTINC-s a 3 w
TING , � NEW � 1� BLOCK EXIST PASS THRU _
NOTE, SUCTION LINE - _ G ARA6 E W W
W/1/2 Af�"IAFLEX I � BAT OM UJ.I.C. I � _ � WNJOOD STUDS ! DRYWALL �- t!1 � � u..
SEAL ENTRANCE OF REFRIGERANT INSULATION I I !P FINISH TO MATCH EXIST o Q Q 0
LINES INTO PVC PIPE W/IMPERMEABLE, O l REM E L E ) -
RESILIENT MATERIAL.
REMOVE EXIST WINDOW '-0" " I �'-tj" "
PROVIDE 36' W X 50' H — I
C_U_ 1 lOU1�1T I1�lG� DT.4IL_ n_t.a_ FIXED GLASS WINDOW N I SHADED WALLS DENOTE NEW
W/OBSCURE TEMP GLASS — PARTITIONS. SEE DETAIL
! STORM SHUTTER Co < RELOCATED FROM BAH ROOM EXIST WATERHEATER
� NEW 2'-0' _
PROVIDE JACUZZI PUMP -I X 6'-8' LNEW 2'-6' X 6'-8' AREA. SEE SHEET M/E-I TO REMAIN
NEW 2'-0 NEW 2'-6' X 6'-8' BIFOLD -� C DOOR
ACCESS PANEL IN CLOSE ��0" "_� X 6'-8' HC DOOR cal
COORD SIZE W.MANUF cv BIFOLD
EXIST CBS WALL EXIST C55 WALL
EXIST DOOR
TO REMAIN
�f' l
flREFRIG LINES NOTE: EXIST MEXICAN FLOOR TILE -�II4}—
s/e' SUCTION TO REMAIN. REPLACE TfLE5 EX15T DOORS TO REMAIN
3/a' LIQUID DAMAGED DURING CONSTRUCTION EX15T WATERHEATER �' Q
GOND UNIT ON PRECAST CONC SLAB DAMAGED EXIST L I V I NCB/ v+
I Ii2' COND DRAIN TO EXT COLEMAN MOD •AC018XIOVA 30 I_o" O DINING ROOM o
11/2 TON NOM CAP, 11,400 BTUH — N —
14' X 10' FIBERGLASS PLENUM SENSIBLE 12,300 BTUH. EER 10.0 m
j 5 \ -Al
— fi T 14 X 8 REG —CEILING l�
10X6 RE,
�F� y. W/O.B-D.
W/O.B.D. ti BRANCH DUCT.SEE PLAN X (V
` 450 GFM U1
j 200 CF
M
{ i 6X6REGl 12X18 RAG Wo Q
I'I W/FILTER PLENUM
1 W/O.B.D.
f i 10;V CFM — — —
AIR HANDLER MTD ON METAL STAND AiR HANDLER Q
Lj I 1 t ` SEE MTG DETAIL THIS SHEET (()
I
'COLEMAN MOD "FYRCO24NOG i i t Q
5P GFM, 5 KW STRIP HTR
/ COND DRAIN TO EXTER _ — r ► g`
NEE FLOOR PLAN
2 X 4 WOOD STUDS • � g�
�i' STEEL +
,
ANG LE SUPPOR T F
RAE n
• a;
_ EXISTING
FULL LOUV I I 2 X 4 NAILER SECURED
BEDROOM 3
Al / TO A MIN OF 2 STUDS -- , '' °p yl f
EXIST PARTITION
,
1' U.C. I
h ,
NEW WD STUD LOW WALL •Yt A`�
DRYWALL ON EXT 610E CEILING '
SEAL JOINT TO AVOID �✓)J lL •
AIR LEAKAGE —_ -�---' REMOVE EXIST DOOR, 2' X 4' UJD STUD Q i�
PROVIDE CASED
WALL UNIT PROVIDE
OPENING LL ' �.
A.N.U. MOUNTING DETAIL BY OWNER �.
•
A/C FLAN .�
1/4' . I'-0' ?1 1, 2' X 4' WD STUD y�
tv 24' O.C.
REMOVE EXIST CLOSET
DOOR, PROVIDE CASED
OPENING 2' X 4' HORIZ BRACE F
a MIDSPAN
EXISTING EXISTING 112' DRYWALL
���� � �� BEDROOM #2 BEDROOM #I BOTH 51DE5 OF
CONVERTED TO
MEDIA ROOM
2' X 4' PT WOOD Q ..
-' EXISTING 8' GMU WALL OR STUD BOTT PLATE H
PARTITION TO REMAIN. PATCH
EXISTING GYPSUM BOARD AS REQ'D
O_ INTERIOR PARTITION - 2' X 4' WOOD STUDS AT
24' o.c. WITH ONE LAYER OF I/2'GYPSUM WALL- — —
BOARD ON EACH SIDE.UP TO UNDERSIDE OF — —4 —}— — FLOORING
CEILING a
30' HIGH INTERIOR PARTITION - 2' X 4' WOOD STUDS CONC. 5LA0 -A , •
A 24' oz.WITH ONE LAYER OF 1/2'GYPSUM WALL- O
BOARD ON EACH SIDE. PROVIDE DUROCK ON
SHOWER SIDE OF PARTITION
_
Q
TNT'R I CAS. PARTITION (�/ �-
FL.00R FLAN N.T.5. O
GENERAL NOTES '44'
I - ALL WORK SHALL COMPLY WITH THE PROVISIONS OF THE SOUTH FLORIDA BUILDING CODE, Ll I Q
AND ALL DADE COUNTY ORDINANCES. IN ADDITION, THE FOLLOWING CODES AND/OR AUTHORITIES
AND SPECIFICATIONS SHALL BE COMPLIED WITHt NFPA 101, NEC, ANSI, AND ADA AS WELL AS, THE O
LANDLORD'S CRITERIA.
2 - -THE GENERAL CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS, APPROVALS, AND Q
>C INSPEGTI 5, AND INSURE THAT ALL SUBCONTRACTORS SECURE TRIER RESPECTIVE PERMITS, In
APPROV 6, AND INSPECTIONS, INCLUDING SHOP DRAWINGS, AS NECESSARY. � N ��
�I--It
3 - THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL EXISTING 1L1 d =
COND1T1065, AS WELL AS, ALLDIMENSIONS AND FEATURES DEPICTED ON THESE PLANS PRIOR TO
COMMENG NG EACH STAGE OF CONSTRUCTION. IF ANY DISCREPANCIES OR CONFLICTS ARE FOUND, O —
'..
THE WOR IN QUESTION SHALL CEASE, AND THE ARCHITECT NOTIFIED PRIOR TO CONTINUING WORK. \ I(l,
4 THE G\ NERAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATING ALL SUBCONTRACTORS AND
TRADES,"A5 WELL AS, COORDINATION WITH ALL UTILITY COMPANIES, AND THE LANDLORD'S REP. m
5 r THESE PLANS CONSTITUTE A COMPLETE SET OF DRAWINGS, AND ALL SHEETS COMPLEMENT -. til I
O 1-
4'� EACH OTHER, ALL CONTRACTORS SHALL REFER TO THE COMPLETE SET OF DRAWINGS BEFORE WINDOW •2 j WIND
AND- DURING THE EXECUTION OF THE WORK. DO NOT SCALE THESE DRAWINGS, USE WRITTEN OPNG SIZE 1911 ' W X 11' H
DIMENSIc� S ONLY, a OPNG SIZE 39' W X 50' H
JI
6 - THE`p�,ENERAL CONTRACTOR SHALL PROTECT THE EXISTING PORTIONS OF THE BUILDING NOT OPNG ARREA 2.11 SF. OPNG ARE A 13.54 5F.
SLATED-FOR IMPROVEMENT, AS WELL A5, ADJACENT SPACES, AND SHALL BE LIABLE FOR ANY WIND TYPE AWNING WIND TYPE FIXED
DAMAGE OCCURRING DURING THE CONSTRUCTION PROCESS. GLA55 TYPE DSB ANNEALED GLASS TYPE TEMPERED
- THE-4RCHITECT DOES NOT HAVE CONTROL OR CHARGE OF, AND 15 NOT RESPONSIBLE FOR GLASS THICK 1i8' DRAWN BY:
C-ON5TRU TION MEANS, METHODS, TECHNIQUES, SEQUENCE, AND/OR PROCEDURES, OR FOR SAFETY IMPACT RES NON-IMPACT GLASS THICK 3/16' WILLIAM PLASENCIA
CV IMPACT RE; NON-IMPACT
PRECAl�T�ONS IN CONNECTION WITH THE WORKt FOR THE ACTS OF OMISSION, AND/OR COMI55fON ZONE 4 ��,�, � ! r-
OF THE? Gf-NERAL CONTRACTOR, THE SUBCONTRACTORS, OR ANY OTHER PERSON PERFOFU1ING ZONE 4un ,
ANY.O T E WORK, OR TRIER FAILURE TO CARRY OUT THE WORK CALL PIRES5 « 41.3 �3 (fJ `"
8 kTHEfA' ' OUTH FLORIDA BUILDING CODE REQUIRES THE ARCHITECT'S CERTIFICATION THAT THE CALC PRESS �- 43.8 CALG PRE 5 + 405 r- SHEr=T NUMBER
CALC PRE 5 �- 43.0
` ` WORK S BEEN CARRIED OUT IN ACCORDANCE WITH THE APPROVED PLANS AND THE SOUTH RATED PRESS + "934 p9F RATED PR 55 « X00.00 sf
yL.QI[ BUILDING CODE. THE ARCHITECT WILL NOT ISSUE AFOREMENTIONED CERTIFICATION RATED PRESS 55.33 psf RATED PR 55 - 130.00 paf 1
WltaO(ZL N AGREEMENT FOR PERIODIC INSPECTIONS DURING CONSTRUCTION IS NOT AGREED N.OA. 98-0223.08 N.O.A. 98-0223.09
UPON F I OR TO THE WORK COMMENCING. IN ADDITION, THE REQUIRED CERTIFICATION WILL NOT
BE ISSUED IF ANY WORK 15 CONGEALED PRIOR TO THE ARCHITECT'S INSPECTION. Cdr" 2 ,.
9 - DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS ONLY. THE CONTRACTOR SHALL VERIFY
ALL DIMENSIONS AND CONDITIONS PROIR TO COMMENCING WORK. IN THE EVENT OF A CONFLICT
THE ARCHITECT SHALL BE NOTIFIED IN WRITING BEFORE PROCEEDING. � I IJE S'�' E L E VAT I ON 0 SOUTH ELEVATION
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