RC-09-527_Plans RBY
EX ISTING
UTILITY POLE _ _ — ®'
utNERAL & STRUCTURAL NOTES
F----- - - - --1 1
EX15 ING OVERHEAD
1 ELEC RIC SERVICE I I 1
1.. GENERAL I I I -
COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL AND cp
ELECTRICAL DRAWINGS. VERIFY ALL DIMENSIONS, LOCATE DEPRESSED SLABS I e �rti
SLOPES DRAINS, OUTLETS, RECESSES BOLT SETTING SLEEVES, INSERTS, ETC- ALL STRUCT. - +a I EXISTING
OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING I I 300 SOFT,
EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PRECEEDING I I RESERVE AREA
WITH STRUCTURAL WORK AFFECTED ANY DISCREPANCIES NOTIFY ARCHITECT OR DENOTES AREA
ENGINEER SHALL COMPLY WITH THE LATEST REQUIREMENTS AND ALL LOCAL CODES — — — — — — — OF WORK
GOVERNING THE INSTALLATION, SEE PLANS FOR ADDITIONAL NOTES.
I I I I a4
2. ALLOWABLE SOIL BEARING PRESSURE:
FOOTING SIZES AND REINFORCEMENT HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL I r — — — — — — — — —
BEARING PRESSURE OF 2000 P.SF_ ALL FOOTINGS SHALL BE CARRIED t0 UNDISTURBED
MEDIUM SAND OR ROCK AND TO AT LEAST THE DEPTH SHOWN ON THE DRAWINGS.
I I I I
3. CONCRETE NOTE: I I I ALL CONCRETE t0 ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 25
DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED. MAXIMIZE SIZE I' CONCRETE I I❑ I I �,
SLUMP 3' MINIMUM TO 5' MAXIMUM. SLABS ON GRADE t0 BE 2600 P.SF. IN 26 DAYS. - �❑ EXISTING
I
❑ 300 SQFT.
I DRAINFIELD ( I M
4. CONCRETE COVER AS FOLLOWS: BOTTOM TOP SIDES I ❑
GRADE BEAM / FOOLING...._...__._.__.._..._ . 3' 2' 2' I ❑ I
I I 0 IL
BEAM...__.._..._..._.._...__..._. ..__..._..._....__._..__..._..� 11/2' 11/2' 11/2' I I 1
COLUMNS_._...__._..._...._... _....._.._..__.._..._...._.._._ - - 11/2' I I❑ I I I a s
SLABS ......... _...._..._..__.._..._. ............ _..._.._._..___..._ I' I' 1' I 1❑ ❑ ❑ ❑ ❑ ❑ ❑ I I I o E:
I❑❑❑❑❑❑❑---- T - - - -� ul
5. REINFORCING STEEL: ❑ ❑ ❑ ❑ ❑ ❑ ❑ r -
oc
TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED A$ PER A57M A -305 AND 1 I I @
CONFORMING TO AST A -615, GRADE 60. LAP CONTINUOUS BAR 30 BAR DIAMETERS, -
HOOK DISCONTINUOUS END OF ALL TOP BARS. 1 EXSSTN U
1 1,050 G LLONS _ g
6. CONCRETE BLOCK WALLS: - I SEPTIC ANK ' Lu
AS SHOWN IN STRUCTURAL DRAWINGS t0 BE ERECTED BEFORE PLACING CONCRETE IN
ADJACENT BEAMS AND COLUMNS. PROVIDE HORIZONTAL JOINT REINFORCING a EVERY
2ND COURSE 06' VERTICAL) FOR ALL EXTERIOR WALLS USE STANDARD NO. S TRUSS
TYPE MASONRY REINFORCING AND EXTEND 4' INTO TIE COLUMNS OR INTO STRUCTURAL
COLUMNS WITH APPROVED METHODS: AND USE NO. S LADDER TYPE REINFORCING FOR I 1
REINFORCED MASONRY CONSTRUCTION. 1 _
1. WOOD TRUSSES: I ELECTRIC EXISTING
TO BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH THE SOUTH FLORIDA 1 METER i5® AMPS -
13UILDING CODE. SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL PRIOR TO
PANEL I
FABRICATION. DESIGN LIVE LOAD 30 PSF AND DEAD LOAD 21 F'SF. PLYWOOD A/C EXISTM RESIDENCE
❑ -
SHEATHING SHALL HAVE STAGGERED JOINTS AND SHALL BE NAILED WITH Sd COMMON - � 12 13 jjjj I cr
NAILS NOT LESS THAN TWO IN 6'BD. OR THREE IN EACH 6' BD. AT EACH SUPPORT. C 1 FIN. FL. E / L. + 1.16' N /jS / '
NAILS SPACING WHALL BE 4' C/C AT PANEL EDGES AND 6' C/C e INTERMEDIATE cv I / cv 0
SUPPORTS. PROVIDE A I'X4' WD. MEMBERS NAILED TO THE UPPERSIDE OF THE LOWER
CHORD AT PANEL SPACED is 8' -0' C/C AT WOOD TRUSSES. I _
S. SLABS ON FILL:
FILL AND BACK FILL TO BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AT OPTIMUM I �
MOISTURE AS DETERMINED BY THE STANDARD PROCTOR TEST. COMPACTION LAYERS 1
TO EXCEED V SLAB ON FILL TO BE PLACED ON A CHECKERBOARD PATTERN WITH I _
POURS LIMITED TO 600 S.F. OR 25 FT. IN ANY DIRECTION. WAIT 24 HRS BETWEEN POURS. -
9. ALL WOOD:
ALL WOOD IN CONTACT WITH MASONRY SHALL BE TREATED. -
10. INTRUSION AND BURGLARY:
ALL WINDOWS AND EXTERIOR DOORS SHALL COMPLY WITH F.B.G.
PAVERS
'INTRUSION AND BURGLARY SECURITY'. I
I ENTRANCE A/C
11. CONTRACTOR: -
CONTRACTOR SHALL PROVIDE ALL NECESSARY SHOP DRAWINGS FOR APPROVAL AS
REQUIRED. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE TO THE ATTENTION OF
THE ARCHITECT OR ENGINEER BEFORE PRODCEEDING WITH THE WORK ALL -
ELECTRICAL AND PLUMBING WORK SHALL BE DONE ACCORDING t0 F.B.C. OR ANY
LOCAL OR STATE CODES COVERING THE INSTALLATION.
12.- DESIGN CRITERIA:
N -
a) THIS SET OF STRUCTURAL PLANS HAS BEEN PREPARED TO THE BEST OF OUR
KNOWLEDGE, TO COMPLY WITH F.B.C. 2004 EDITION, A.S.C.E.- ANSI -1 -02, 1
AND FEMA REGULATIONS. I Z
b) SUPER IMPOSED DESIGN LOADS. 1 EXISTING I a
(UNLESS OTHERWISE SPECIFIED ON PLANS): I PAVERS DRIVEWAY _
I
0
j
DEAD LOADS (P5F) LIVE LOADS (PSF) I T N I —
FLOORS 40 40 (60 AT STAIR AND 5ALCONIE5) I
ROOF 25 30 I I —
1 �
c) WIND LOADS IN COMPLIANCE WITH ASCE 1 -02 EXISTING WATER 1 W
METER AND 1'0 I
CATEGORY: C SUPPLY LINE I
IMPORTANCE FACTOR: 1.0
WIND VELOCITY: 146 MPM
z
15' PARKWAY
ZONING - R 22.5 (residential single family)
NET LOT AREA %331 SQFT.
e
MAX. ALLOWABLE PROVIDED u,
N
HEIGHT OF RIDGE 30' -0' 14' -3' (EXIST)
SETBACKS REQUIRED PROVIDED
FRONT 25' -0' 25' -0' (EXIST)
REAR 15' -0' IS' -10' (EXIST.) DRAWN: RM.G.
INTERIOR WEST SIDE 10' -0' 10' -1' (EXIST.)
INTERIOR EAST SIDE 10' -0' 10' -9' (EXIST.) N. E _ 9 3 r d _ STR _ _ _ _ _ CHECKED : OMF.
18.4' ASPHALT PAVEMENT DATE : JAN '09
SCALE : SHOWN
JOB NO.: 09 -01604
LOT 2 LESS THE WESTERLY 25 FT THEREOF AND THE
WESTERLY 25 FT OF LOT 3 BLOCK I OF 'BAY LURE', SIT P LAN SCALE: 1' -0' SHEET
ACCORDING TO THE PLAT THEREOF AS RECORDED IN �—
PLAT BOOK 44, AT PAGE 63 OF THE PUBLIC RECORDS
OF MIAMI -DADE COUNTY, FLORIDA <
OF 3 SHEETS
R BY
I I
L I
L
FINISH FLOOR
EL. + 0'- NG.YD. EXISTING KITCHEtd FLOOR
O � EL 1 �6G.V.D. °
EL. ± 0' -0'
EXISTING LIVING EXISTING KITCHEN 0
° EL + 0' -0'
EXISTING LIVING °
EMSTING E ° r
F
II I
F0 0 1
7 0
0
I I a � ` I LJLLULL
El ❑ ❑❑ ❑❑ I 1 11) 1 H L�U I I
El El F1 F1 El
:] FIFIE]EIFIFIE]
a ❑ ❑ ❑ ❑ ❑❑ 2x4
i WD 1 x 6 WOOD WOO 8 METAL STUDS
� JOISTS 3 - x 25 � g ❑ ❑ ❑ ❑ ❑ ❑❑
El BLOCKING FIRESTOP I6 O.G. AT 16 O.G. S ' C.M.U. WALL
EXISTIN
YWA G FAMILY
�/ 2 DR ' LL �/ 2 ' DRYWALL ::1 ❑ EXISTING FAMILY ,, e V F] F F F F1 F - 1
❑ 5'
2 x 4 Wp. BACKING 1 x 4WD. F.T. BACKING:
OF
� o
AT 33 ABOVE AT 33/2' ABOVE
FINISH FLOOR FINISH FLOOR FINISH FLOOR ❑ FINISH FLOOR Q'
EL. + 1.16' NG.V.D. EL. + 1.16' NGY.D. �
3- e x 25g METAL
1:1 E
EL. ! 0' -0' 1 /2' DRYWALL 5 i' ❑
F-1 3 0' -0' o Fd
CEILING TOP PLATE w
DENOTES E XISTING
ESTABLISHED GRADE
❑ 4' PARTITION TO
EL. + 6b2' NG ED GRADE
EL. - I' -0' .V.D. ❑ 3 �+ HA H I ,� ESTABLISH MAIN DENOTES NEW
INTERIOR PARTITION 4 PARTITION
EL. + 6.62' NG.Y.D. g
❑
3- x 25g METAL STUDS EL. - 1' -0'
❑ o
A a
At 16' O.C. 33/2' ABOVE 33/2' ABOVE
FINISH FLOOR FINISH FLOOR 6' -0' 0' ®. 5 - 9
%LL ❑
1:1
E I I I BOTH ' DRYWA SIDES I I 0
BATH R OOM ❑
I I E I
> < NOTE: PROVIDE I x 4 WD. P.T. BACKING: AT 33/ ABOVE �
3 - /a'x 25g METAL BRACING: 2 I W.I .C. I I
F-1 AT MID- DEPTH FINISH FLOOR ALL AROUND BATHROOM I cA I BATH o
(FIRE STOP) EI
1:1 E STMG BATHROOM I DENOTE NW E ::1 El E I 4 PARTI IC
S! ,
El L - - - -J -
PROVIDE "9 DURAWALL (TRUSS TYPE)
HORIZONTAL JOINT REINFORCEMENT
:]F�E
� EVERY TWO LAYERS OF GONG. BLOCK
L sHou =R ENCLOSURE 0
BASEBOARD ON 3 - 5 /a x 25g METAL EXISTING: CBS WALL EXISTING C55 WALL EXISTING METAL POOR TO
BE REMOVED AND BLOCK -UP TO B '/4 THICK SAFETY LLB
BOTH SIDES TOP PLATE TO REMAIN 3 -4 TO REMAIN OPENING A5 PER DETAIL GL CATEGORY
10 2 x 4 P.T. WOOD PLATE EXISTING OPENING CLA 2 (TYPICAL)
WITH CUT NAILS AT 24' O.G. y►. �– �`�� - j ��`– –r ; 0
TILE ❑ ❑ ❑ ,1,, - � ' -1 - -- 0 F
EXISTING
CONCRETE SLAB 8' CONIC. MASONRY UNIT LAID
IN FULL BED OF CONC. MORTAR
STRAP TO RAP TO EX St NG WALL WITH F
ONE 1 /0 x 2 LNG TAPCON OL
1111 IS F LOO R L z TYPICA PART D ETAIL B LO CK P DET LAYERS T OF CONC. BLOCK) Z
SCALE: 1 /4' = I'-0' SCALE: 1 /4' = 1' -0'
W
DOOR Q
SCHED
SIZE MATERIAL u-
c �. MARK DESCRIPTION W DOOR F REMARKS vj
sc H t RAME z
Q
I. EXISTING BATHROOM TO BE REMODELED AS PER NEW ® WOOD DOOR 2' -4' 6' - 8' 1 No' WOOD WOOD
FLOOR PLAN LAYOUT � 0
2. EXISTING TOILET TO REMAIN AS 15 —
3. SHOWER AND LAVATORY TO BE RELOCATED
4. EXISTING EXTERIOR DOOR TO BE BLOCK -UP AS PER
EXISTING FLAT DETAIL
TILE ROOF EXISTING 5. NEW 2't VENT PIPE UP TO ROOF
BUILT -UP ROOF 6. EXISTING GOLD AND HOT WATER TO REMAIN AS 15 SC HEDULE w
1. NEW EXHAUST FAN VENT TO ROOFNEW GFI IF/20A C.B. W
FOR BATHROOM RECEPTACLE 51ZE
8. LIGHTS TO BE RELOCATED AND TO REMAIN IN LIEU WITH MARK DESCRIPTION MATERIAL AREA REMARKS — }
EXISTING CIRCUIT IN EXISTING ELECTRICAL PANEL W H Q Q
to SH H32 2' - 3' 2' - 3' ALUMINUN /GLASS 5 EXISTINGjQ
LU
0 �
- - -- - - -- - -- — — - - - -- -- - - - - -- (�}
— — — — — — — — — —
— - - - --
M
0
N
� P
AS PER F.B.C. 2001
0
M SCHEDULE
- I 8308.4
I u
II II Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and ROOM FLOOR WALLS CEILING / HEIGHT BASE
II ( showers. Glazing in any part of a building wall enclosing these compartments where the bottom BATH TILE DRYWALL/ TILE DRYWALL / V -0' WOOD
EXISTING DOOR exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any
:SM II II TO BE REMOVED AND standing or walking surface. WALK IN CLOSET TILE DRYWALL PANELING / 10' -0' WOOD
TO MATCH EXISTING II Oil BLOCK -UP OPENING
84410.2.3.13
TEXTURE STUCCO AS PER DETAIL
ANp PAINT II II Glazing in sliding and in swinging doors shall be safety - glazing complying with I6 CFR 1201, Safety Standard
I it for Architectural Glazing Materials, Consumer Product Safety Commission, and as described in Sections
— — — — — — — — —
II II 84410.23.1.3.1 through 8441023.13.5. NOTE: FOR BATHROOM USE IMPERVIOUS MATERIALS
— — — - - -- — --------- - - - - -- 84410.13.13.1 DRAWN:RMG.
Doors containing glazing material not greater than 9 square Feet (084 m2) in surface area shall be CHECKED : O.M.F.
classified as Category I glazing products.
R441023.132 DATE :JAN '09
Doors, bath and shower enclosures, and sliding glass doors containing glazing material greater than 9
NORTH
E LEVAT ION SCALE: 114' square feet (0.84 m2) in surface area shall be classified as Category II glazing products. S = 1' -0' R44102.3.13.3 AS PER F.B.C. 2001
SCALE : SHOWN
Category I glazing products shall be capable of withstanding a 150 foot -pound (102 Nm) impact test. R3012 Bathtub and showers aces.
8441023.13.4 p
Category II glazing products shall be capable of withstanding a 400 foot -pound (542 Nm) impact test. Bathtub and shower floors and walls above bathtubs with installed shower heads and in shower JOB NO.: 09 -01604
8441023.13.5 compartments shall be finished with a nonabsorbent surface. Such wall surfaces shall extend to a
Doors shall be designed to be readily operative without contact with the glass. height of not less than (o feet (1829 mm) above the floor. SHEET
Aft
C
OF 3 SHEETS
REVISIONS BY
NEW
2'4 V.T.R.
G.O.
I I L
GF1 I I BAT ,
C-39 24a
1 2 4 a i T 11 F.U.)
::1 11 is ALL WORK SHALL CONFORM WITH FLORIDA BUILDING CODE 2001 I I ( F. U.)
EDITION (F.B.C2004), FEDERAL ORDINANCES GOVERNING THE ❑ C.O. I W.I.C. l
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NFPA 10 (NEC 2002) ❑ I C -4 I C_ INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS LAID OUT, IL ° - ::1 - - ° I I - - - ®' 2'4 a 1 447 FT
AND FBC 2005. I I 4 INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH 3'4 a AI M FT
LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE EXISTING 3'4 a'�a'/ FT (1 F.U.) I 11 F.U.) I (2 F.U)
2. PROVIDE ALL REQUIRED CONNECTIONS FOR OTHER TRADES, INCLUDING a I NEW I NEW CONTRACTOR SHALL REPORT IN WRITING TO THE t0 SANITARY SYSTEM (SEE
TEMPORARY POWER I W.I.C. I BATH 4 ARCHITECT /ENGINEER BEFORE SUBMITTING A BID. THE SITE PLAN FOR CONTINUATION
ARCHITECT/ENGINEER LL TH N W1 I INSTRUCTIONS 7 ❑ I I
E SSUE AS HOW O
3. OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. I C -4 I PROCEED. L - - - - J
- 1 F
SH.
4. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL i VP 1: THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT
EXISTING CONDITIONS, WHEN APPLICABLE. C -4 NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR
- -J
ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN THE S
5. ALL EQUIPMENT HAS BEEN RATED AS INDICATED IN PANEL SCHEDULE. _ ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT
ELECTRICAL CONTRACTOR TO BE REPONSIBLE TO NOTIFY THE ELECTRICAL LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING
ENGINEER IF ANY CHANGE IN MANUFACTURER SPECIFICATIONS PRIOR OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES
ORDERING. IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD
ROOM, AND SPACE CONDITIONS At ALL POINTS. WHERE HEAD ROOM,
6. ALL OUTLETS MOUNTED ON COMMON WALL BETWEEN ROOMS SHALL NOT
MOUNT BACK TO BACK THEY SHAL BE STAGGERED TO PREVENT OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT/
BE ED B ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH
SOUND TRANSMISSION. INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE,
- - -- MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT Z
1. ALL BATHROOMS, GARAGES, OUTDOOR LOCATIONS, KITCHEN AND WET CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER A I1' Y L
BARS RECEPTACLES SHALL BE PROTECTED BY GFCI (NEC 210.8(A)). EXECUTION OF THE WORK.
8. RECEPTACLES AND ELECTRIC BOXES INSTALLED OUTDOORS TO BE SCALE: 1 /4' = 1' -0'
WEATHERPROOF PROTECTED (NEC 406.8) Z 3: EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. v_
9. ALL WIRING SHALL BE COPPER T HHW /THWN/THW EXCEPT OTHERWISE HAS C iCAL FL PLAN CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND/OR 4D
CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS a C4
NOTED. OTHER TYPES MAY BE USED IF ACCEPTED BY CODE. SCALE: 1 /4' = 1' -0' SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, - A
ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXISTING 3 /4'4 CW @ R-
10. ALL DUPLEX RECEPTACLES SHALL BE 120Y- I5/20A -2P -3W GROUNDED, EXPENSE TO THE OWNER IF D15CREPANCIE5 , CONFLICTS, AND 1 /2'0 HW LINES
STANDARD GRADE, COLOR CODING. RECEPTACLES SHALL BE INTERFERENCE OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY
MANUFACTURED BY SLATE DECORATOR SERIES OF COLOR SELECTED BY IN WRITING THE ARCHITECT/ ENGINEER IN AMPLE TIME TO PERMIT ° �j E
ARCHITECT, EXCEPT OTHERWISE HAS NOTED. REVISIONS BEFORE THE BIDS ARE SUBMITTED. EXISTING u�I
° ' 3 �a'4 CW �
11. ALL CONDUITS SHALL BE CONCEALED IN CEILING, WALL OR FLOOR I. NEW CKT -39 GFI IP /20A C.B. FOR BATHROOM 4: INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS
❑ I I AND Y0 HW LINES `p
RECEPTACLE WITH M 12 ROMEX WIRE WORKMANLIKE MANNER THE OWNER RESERVES THE RIGHT TO I I BATH LA 0 Y N
12. ALL RECEPTACLES SHALL BE WIRED IN ACCORDANCE WITH NEC TO 2. LIGHTS TO BE RELOCATED AND r0 REMAIN IN LIEU WITH DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, IN HIS ❑ I I
ENSURE CORRECT POLARITY. EXISTING CKT -4 IN EXISTING ELECTRICAL PANEL OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE I ��iG
APPEARANCE. REMOVAL AND REPLACEMENT 15 TO BE DONE I I W.C. I EXISTING 1 /24 CW n- a
13. PROVIDE FIRE STOPS IF ALL ELECTRICAL CONDUITS CROSSING FIRE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE 1:1 I I AND HW LINES F
n
RATED CEILING AND /OR WALLS. CONSULT WITH ARCHITECT BEFORE SOLE EXPENSE OF CONTRACTOR I I 9
PROCEEDING WITH ANY PENETRATION THROUGH WALL AND CEILING.
5.- START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS � I I SH. � O
14. ALL DUPLEX RECEPTACLES SHALL BE INSTALLED IN VERTICAL POSITION ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO - 1 F�
AT +18' AFF MINIMUM. SUITABILITY OF THE WORK OF OTHER TRADES OR OTHER
CONTRACTORS TO RECEIVE HIS WORK THIS CONTRACTOR SHALL
15. ALL CIRCUIT BREAKERS IN ALL PANELS, DISTRIBUTION PANELS, ETC., OVEF4-{EAD SERVICE REMOVE AND REPLACE, AT HIS EXPENSE, ALL PLUMBING WORK
MUST BE CLEARLY C A Y IDENTIFIED ON DOOR SCHEDULE OR WITH PLASTIC TO POWER Co. POLE WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCE
STRIPS AFFIXED PERMANENTLY TO PANEL DOOR ALL PANELS, D.P., ETC. CONNECTION WITH OTHER TRADES.
MUST BE STENCILED ON THE OUTSIDE DOOR OR TO HAVE A PLASTIC LABEL
SHOWING NAME OF PANEL, VOLTAGE, AND PHASE AS SHOII�I ON THIS SET OF 6. -THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES,
PLANS. EXISTING 3 " I (Cu) THWN IN 2' C PERMITS, ASSOCIATION DUES, ROYALTIES AND TAXES OF
WHATEVER NATURE SHALL APPLY TO THIS WORK HE SHALL ALSO
16. ALL BRANCH CIRCUITS THAT SUPPLY 120V, 15/20A OUTLETS INSTALLED IN PAID ALL THE INSPECTION FEES AS MAY REQUIRED BY LAW OR
BEDROOMS SHALL BE PROTECTED BY AN AFGI (NEC 210.12(8)). ORDINANCE AND SHALL KEEP THE OWNER HARMLE55 FROM ANY
EXISTING ® _
METER CAN DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF LAWS, 1 -
EXISTING PANEL RULES OR ORDINANCES. O 0
150 AMPS 1. PROVIDE MEANS 'FURNISH AND INSTALL'. W F LOOR z Wj
W/ M.C.B.
8: DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. 0
EXISTING 1 6 (GRID) SCALE: 1 /4" = 1' -
(Cu) IN 1/2' C TO C.W.P. EXISTING 3 0 1 9: SHOP DRAWINGS: CONTRACTOR SHALL FURNISH THE
AND 2 - 5 i a '4 x 10' RODS IN I'f/z' C ENGINEER WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO
6' APART PURCHASE FOR APPROVAL.
10: At COMPLETION OF JOB THE PLUMBING CONTRACTOR SHALL
GIVE THE OWNER AN A5 -5UILT SET OF REPRODUCIBLE
SEPIAS SHOWING THE EXACT LOCATION OF ALL
II.- 1 PLUMBING IO CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS INM CONNECM SCHMM
ELECOrDICAL RISIER A RANI
I I I APPROVED B PROPER AUTHORIITTIES.I�ESSED AND Lo
N OVERHANG NOTE: ALL WIRING SHALL BE COPPER THWN WASTE 4 SOIL WATER (AS PER TABLE 604.5)
❑ NN LINE ABOVE 12: THE PLUMBING CONTRACTOR SHALL WARRANT ALL ITEM (AS PER GOL HOT
TABLE 709.1) D WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE EF -I I Or FINAL WORK ACCEPTANCE BY OWNER ANY BREAKDOWN WATER CL05ET 3' 1/2'
OCCURRING IN FIRST YEAR SHALL BE REPAIRED AT NO
EXPENSE TO THE OWNER SHOWER 2' 1/2' 1 /2'
I 13.- PROVIDE BATHROOM FIXTURES AS SPECIFIED OR AS SELECTED BY OWNER
AND TO COMPLY W/F.B.C.2004 LAVATORY I -1/4' 1/2' 1/2'
14. PROVIDE SHUTOFF VALVE FOR EACH FIXTURE.
r - ] F _ i WOOD JOISTS 4'0 METAL DUCT 15. WHEREVER NOT SIMILAR METALS ARE TO BE JOINED A DIELECTRIC 6J
No F NOTE: ALL TRAPS SHALL BE CONSISTENT W/ FIXTURE OUTLET SIZE.
FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES.
I NOTE: ALL FIXTURE SHALL COMPLY W/ F.B.C. tABL '604.�,� �
IT d Lu
v 16. PLUMBING CONTRACTOR SHALL PROVIDE AIR CONDITIONING . E
I
CONDENSATE N N T AI CONDITIONING eL
FOR E DRAT AND RAP. SEE R GO pIT10NING PLANS �:� a .. •
LOCATION OF UNITS AN INS. .
R L D DRAINS.
ALL SANITARY PIPE 2 1/24 OR SMALLER
N
11. ALL SANITARY FITTINGS SHALL BE DIRECTIONAL TYPE. SHALL RUN a 1/4' SLOPE PER LF ALL PLUMBING WATER DEVICE
T. Z
-1 PROVIAE 3' AND LARGER a 1/8' SLOPE PER LFT. PROVIDE SHUT -OFF VALVE. Ul
to o INSECT SCREEN 18. MATERIALSL1
A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE TYPE 'L' ? F-
®
lo •9� COPPER BELOW GROUND AND TYPE 'L' COPPER ABOVE GROUND. Lu
S. COLD WATER PIPES INSIDE OF SLAB SHALL BE TYPE 'K' SOFT COPPER
INSTALL INSIDE POLYETHYLENE CONDUIT. NO JOINTS PERMITTED INSIDE SLAB. NO SPLICE ALLOWED UNDER SLAB. ALL TUB AND SHOWER SHALL BE
Z C. SANITARY WASTE AND VENT 4'4 AND SMALLER SHALL BE P.V.C., SCHEDULE 40 ANTI - SCALDING VALVE a 110', (TYPICAL)
MK mAN I CAL L LAN D. STORM LINES IN61DE BUILDING SHALL BE P.V.C. SCHEDULE 40
E. IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE OF BUILDING Q
SCALE: 1 /4' = 1' -0' SHALL BE SCHEDULE 40, PVC.
TYPW,AL ® T M UTAL F. CONDENSATE DRAIN PIPE SHALL BE SCHEDULE 40, PVC PIPE AND FITTINGS. ROLLED LEAD FLASHING SET LL"
G. WATER HEATER RELIEF AND [DRAIN LINE SHALL BE TYPE 'L' COPPER, MIN. 1' DM INTO PIPE Q Z
3 /4'DIA = M
19. ALL CEILING PENETRATIONS, JOINTS, 4 CRACKS SHALL BE CAULKED, GA5KETED,
PLUMBING VENT STACK (BY OTHERS) cv
WEATHER STRIPPED OR OTHERWISE SEALED TO AVOID ADDITIONAL CONDITIONED APPLY ELASTIGUM ROOFERS CEMENT
EF- SHALL BE: AIR TO GO INTO ATTIC SPACE. AS PER F.B.C. 406.1
AT EDGES OF ROOFING MEMBRANE.
ANUF : NUTONE FLANGE SET IN ELASTIGUM ROOFERS
L W AC NOT CEMENT - PRIME FLANGE BEFORE STRIPPING.
MODEL: 696 N 20. PROVIDE AIR CHAMBER At EACH SHOWERS
I. THE CONTRACTOR SHALL FURNISH ALL LABOR MATERIAL AND EQUIPMENT 50 CFM 21. PROVIDE INSULATION a HOT WATER PIPES
FOR A COMPLETE H SYSTEM IN ACCORDANCE WITH THESE DRAWINGS. TI4E RL.A : 0.15
FLORIDA BUILDING CODE 2001 AND THE LATEST EDITION OF THE FOLLOWING ELECTRICAL SERVIC: 11511160 CELOTEX TWO -PLY STRIPPING °' �` tl` DRA .G
PUBLICATIONS: (A) ANS 59.1 MECHANICAL REFRIGERATION (B) NFPA
PAMPHLETS WA 4 91 (C) SMACNA (D) ASHRAE. 2.5 SONES AS SPECIFIED
2. ALL EXHAUST DUCTWORK SHALL BE CODE GAGE GALVANIZED SHEET METAL. EQUIVALENT MANUFACTURED: FE D AS I � \ AS SPECIE EI R MEMBRANE, + F
CHECKED: O.MF.
GREENHECK, LOREN COOK, BROAN, E EVERY CONTRACTOR SHALL COORDINATE IN FIELD W/ OTHER TRADES PRIOR START OF ( I � DATE JAN 0
3. DUCT SIZE SHOWN ARE NET FREE AREA INSIDE. 9
CONSTRUCTION FOR THE STRUCTURAL BEAM, SLAB, TRUSSES, ARCHITECTURAL DETAILING AS
4. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL PRE -FA5 FORMS, REVELING, CEILINGS, ARCH WITH THE LOCATION OF CEILING OR WALL GRILLES, 4 SCALE : SHOWN
ALUMINUM CONSTRUCTION, WITH EXPOSED SURFACE CHEMICALLY TREATED TO DUCT WORKS, RETURN GRILLES, LIGHTING FIXTURES, SWITCHES, RECEPTACLES OR ANY OTHER
RECEIVE PAINT TO MATCH COLOR OR AIR GUIDE OR APPROVED EQUAL. DEVICES. AND TO NOTIFY ARCHITECT/ ENGINEERS IF ANY CONFLICT OCCUR PRIOR ITS
JOB NO.: 09 -01604
INSTALLATION, NO ADDITIONAL COST TO OWNER CAN BE APPLIED.
5. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS.
. SHEET
NOTE:' A f
I. SHEET LEAP MINIMUM OF 2 -1/2 LBS. PER SQUARE FOOT. r
V.
" OF 3 SHEETS
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SUBJECT TO CC)t PL!A ,, '! "ALIT H ALL FEDERAL
STATE AND COUNTY RUI,ES AHD REGULATIONS
'COPY