RC-11-12-2097_Plans CHARLES MITCHELL, P.E.
924 NORTH FEDERAL HWY.
HOLLYWOOD,FL. 33020
NEW CONCRETE COLUMNS AND NEW 8"CMU WALL � - 1� P.E. # 11127 305.336.5069
w/9 GAUGE JOINT REINFORCEMENTS @ 16"0.c. -
� lh �� � � PLUS 1#5 IN GROUT FILLED CELL @ 4'-0"o.c. -
EXISTING TIE BEAM " SEAL'
120 TIE BEAM
11
• \ EX. 4"SLAB
- > EX. CEILING p co
uj
o
. 1
>
® II III
U
1x3"P.T. FIRESTOP @MIDPOINTS @ CEIL.
rn
1 - k 0 1
KITCHEN
I �I I Ijl
I o
O o w
3 DROP DOWN BEAM FOR PREVIOUS �O DO OR Lu v~i
`
✓
OPENING
IT-11 `-- p /8' STUCCO FIN, ON 8' CONIC, BLOCKWALL G ✓
-- - �y -F - - - rt STEP DETAIL
�- -1 �I� O li 161,O.C. LADDER TYPE HORIZ. JT. REINF, @
NEW x12 CONC.COLUMN- I— N.T.S. 'j Ili
_ - w�4- ANq#3 @ 12"o.e.-----T- _
fill �:
r r 1#51 GROUT FILCEIS I ---- _ _-112"DRYWALL ON 1"x2"P.T. FURRING STRIPS
DW 1., N U @ 16"O.C.
---r✓ELL1 @ OT}�SIDFS Q�
O
-_r HE ARAGE D
II
---
pF T DOOR
I 4�4 m U NEW CMU BLOCK TO COVER REMOVED o
71 1 pl 1 l
r- - - _ ' _ _T__i _..._-- II I II j O DOOR OPENING
O
R-5 INSULATION 'u
> U
O
FLOOR PLAN � �� b o
SCALE:112"=I'
b r > >
4'" PRESSURE-TREATED WOOD BASE ~
DOWEL IN 4-#5 STARTER BARS ADDRESS:
X. FINISHED FLOOR
wl HILT]CH-100 EPDXY SYSTEM. 9190 N.W. 1 AVE
TOP AND BOTTOM 6"DEEP
MIAMI SHORES, FL.
- — _ ----— 33150
TIE-IN DETAIL COLUMN X. CMU BLOCK BELOW FINISHED FLOOR
-- -
i N.TS.
I
o 0 o e INFILLOF MASONRY DETAIL-
El
314"=1'-0"
_ PROJECT:
-- ------_— OWNER: JAMES PANN
ELEVATION 1 ELEVATION 2 _ RESIDENTIAL PROPOSED
SCALE:114"=1' SCALE:1/4"=1'
ALTERATIONS
I
BOTT. CHORD OF TRUSS BOTT. CHORD OF EXISTING
ROOF TRUSS
2" x 4" TOP PLATE
2" x 4" TOP P LATE:
D -- -� - CERAMIC TILES TO A
EA1 HEIGHT OF 72 OVER
t J
1/2" DUROCK ON BATH - 1/2" DRYWALL ON BOTH
ROOM SIDE OF 2" x 4" J SIDES OF 2"X4" STUDS @
STUDS @ 16 O.C. 16 O.C.
2" x 4" P.T. BOTT. PL. 2" x 4" P.T. BOTT. PL. DRAWN BY:
H ANCH. TO SLAB W/1/4" ANCH. TO SLAB W/1/4"
- 5 0FAPC0N SCREWS @ 24"O.C. 5" APCON SCREWS @ 24"O.C.
- - _- ROOM SIDE OF 2" x 4" ROOM SIDE OF 2" x 4" JOSEPH F. BERNARD JR.
STUDS @ 16" O.C. STUDS @ 16" O.C.
ELEVATION 3 CERAMIC TILE FINISH FIN. FLOOR
SCALE:114"=1' a
DATE:
a
e
a
REVISIONS:
TOP OF PLATE BATHROOM PARTITION DETAIL PARTITION DETAIL t �: Q 3-13-13
(� 2"x4'" WD BACKING BETWEEN CONTINUOUS TIE BEAM
II STUDS
CONTINUOUS TIE BEAM W1 2-#5 REBAR SEE DROP DOWN TIE DETAIL
BEAM DETAIL 4
METAL STANDARDS W/ADJUST.
CLIPS IN 1"INCREMENTS. - - - - - —
� '
3/4"PLWD. SHELF. W/PLASTIC
LAMINATE FINISH
i El cl�
3 5/8"OR 5 5/8'"CHANNEL
FEM °
SHAPED STUDS 16"O.C. la
°° .
d
I @ a � ° ° � � /� °A ° �I li � � -- - M;aini Shores Village
A.`�PRO�JI=D BY DATE
o 2'-0" LAST. LAM. OR MARBLE FIN.
? ,O P I�.I G DEPT
TOP OF PLATE 1 ---
�— I;3:'._DG DI-PT
DRAWER ON SLIDING HDWR.
I °
n ° 1 S U!3JECT TO COMPLIANCE WITH ALL FEDERAL
b _
It II II I 2"x4' WD BACKING BETWEEN
°a a ; a AN') COUNTY RULES AND REGULATIONS
STUDS L_ _____
(V
a
!i 3(4" PLWD, SHELF.W/PLASTIC
LAMINATE FINISH
I f °
a
° a ° 14 SHEET NO.
- -
- � J 2 x 4 WD. BLOCKING �I " `° ° ra � 1 4
4"WIDE PARTITION @ 16"O.C.
6"WIDE PARTITION @ 24"O.C. .1
G ° �eI 1 °aa�
° a ° sa
KITCHEN CABINET DETAIL 8'X 8'CQNC. 30'X 8"CDNC. 8"X 8"CONC. 8'X 8"CONC, CDNC.
COLUMN WI 2 #5 COLUMN WI 6-#5 COLUMN W/1-#5 COLUMN WI 1-#5 COLUMN WI 1-#5
,FF
N.T.S.
CONTINUOUS TIE BEAM DETAIL
14'=1'-0"
I
i
SCOPE OF WORK CHARLES MITCHELL, P.E.
INTERIOR ALTERATIONS, LEGALIZE GARAGE
924 NORTH FEDERAL HWY.
ENCLOSURE,WINDOW REPLACEMENT & KITCHEN RENOVATION
51'-10" HOLLYWOOD,FL. 33020 lo
75 17'-9" 34'-1" P.E. # 11127 oo lo 305.336.5069
SEAL:
LLj
/
L
ul
EXIST ING 9 NNo ROOM//
/ / EXISTING KITCHEN
v TO BE REMODELED E1
WI NEW KITCHEN FLOOR
EXISTING CONC.
/ ,j//�j �i i ,' / / / ' '� 85 SQFT.
/'/ / / %/ i // // / / // / i /
SEPTIC SLAB i i /� / / i"/ !/ // / i / i / ' / , _
TANK _
PROPOSED NTERIOR ALTERATION
&LEGALIZATION 0 GARAGE ENCLOSURE
30'-6" ,� / /
j 5 ° / j / i / 3'-0"
PROPOSED -
i Q':
8
TRY ;
PAN
EXISTING 1 STORY 40 SQFT
RESIDENCE
123.29 r,
123.29' EXIS`�ING�EI*/0 1 / i /
j / /' i� j�/ / S�jINf3�IV1701���' � i 0
j
-
" "/ PROPOSED
17'-2" BATHROOM o'
cv
-�
44 SQFT. ADDRESS"
/ %/'/ ' '� % ''i 226 N.W. 93 ST.
6.5" 65 % MIAMI SHORES, FL.
EXISTING EXI TINS �, / �� " co
WALKWAY / , i / /: 6.5 6
DRIVEWAY / '� �' i i % ' '' / / / ;/"% / / 33150
PROPO ED STUDY 3
/ - 4 100 SQ T.
Iiv
10' u rc� 0 X012
NO
7 ' / ' ' ry PROJECT:
ca 5 a ,' i �'
- 1
5 SIDEWALK. � ,l �,,.&
a i' gJiW
r�alrn OWNER: GAVIN MCPHAIL
BEDR09M 2' / / 1
1 T PARKWAY. '
RESIDENTIAL PROPOSED
518" 518"
i
/ ALTERATIONS
a
N.W.93RD ST. a _ ,
°
SITE PLAN 22'-5" 11'-4"
1116"=1'-0"
DRAWN BY:
EXISTING WOOD FENCE FLOOR PLAN JOSEPH F. BERNARD JR.
SCALE;114"=1'
LEGEND DOOR SCHEDULE - .
NEW DRYWALL PARTITION / DA E"
MARK LOCATION WIDTH HEIGHT i FHICK. TYPE MAT'L. THRESH. HEAD JAMB REMARKS
DESCRIPTION RI PTION EXIST,DRYWALL PARTITION TO 0 NEW SLIDING DOOR Z-0" 6' 8" 1 /," WOOD WOOD WOOD WOOD i
o o EXTERIOR DOOR TO BE REMOVED
SC 3 _ &REPLACED.OPENING TO BE
MIAMI SHORES SECTION NO. 6 LOT 4 & EAST %2 OF REMAIN 0 NEW EXT. DOOR 2'-8" 6'-8" 1 '/a" STEEL STEEL STEEL STEEL
/i/ CLOSED WICMUBLOCK REVISIONS:
LOT 5 BLOCK 1 35 ---- — �3 NEW INTERIOR DOOR 1' 10" 6 - 1 3/a" WOOD WOOD WOOD WOOD
NEW 8"CONC.BLOCK WALL
EXIST. INTERIOR DOOR TO REMAIN zXIST�tJG
FOLIO# 11-3101 -033-1080
EXIST.B"BLOCK WALL TOREMAIN 'A INDOW SCHEDULE / ��-- --
_ '/ �� WALL TO BE REMOVED&
MARK LOCATION WIDTH HEIGHT MATERIAL TYPE REMARKS \ FINISHED FOR
— _ — EXIST,DRYWALL PARTITION TO BE /�
— — —" REMOVED O1 STUDY 37" 38" VINYL SH-23 NON LOAD BEARING WALL 26"X 36"WINDOW
OCCUPANT CLASSIFICATION _ � / BE REMOVED
R-3 O2 BATHROOM 26" 38" VINYL H-33
TYPE OF CONSTRUCTION O3 STUDY 37" 50" VINYL SH-24 /; -WINDOW TO BE REMOVED REPLACED
E1 KITCHEN 37" 50" METAL SH-23 OPENING TO BE CLOSED W1 CMU BLOCK
TYPE V B
i
LEVEL OF ALTERATION 2
N.W. 93RD ST. �
�� WALL TO BE REMOVED&FINISHED
FOR 37"X 50"WINDOW
0
/, i
SITE DATA
ZONING CLASSIFICATION R15 8 6 3
LOT AREA PROVIDED 9225 SQFT.
SETBACKS ALLOWED PROVIDED
FRONT 25' 34'
15' ALLEY '
REAR 25' 52'
SIDES 7' 10'
BUILDING AREA 17 18 19 20 21 22 23 24 BLDG HEIGHT 35' 14' DEMOLITION
PLAN SHEET NO.
EXISTING BLDG. 1343 SQFT. SCALE:i/4"=1'
ADDITION 0 SQFT.
LOT COVERAGE 3328 SQFT 1343 SQFT.
BACK YARD: 4847 SQFT. 52% OF PLOT LAND N.W. 92ND ST.
PARKING SPACE: 360 SQFT.
LOCATION MAP
RAINWATER SHALL BE RETAINED WITHIN N.T.S.
PROPERTY LINE (OR ON SITE)
52'-10"
52'-10"
18'-7" 21'-5" T-01' 10'-1" CHARLES MITCHELL P.E.ol
10'1
924 NORTH FEDERAL HWY.
HOLLYWOOD,FL. 33020
P.E. # 11127
= EXISTING ROOF 305.336.5069
_ EXISTING ROOF
EXISTING-
❑ ❑ ■ ■
r-
j _
- -- ❑ - - --
EXI9TING_ - - -- �`+ _ WINDOW
L-J
❑ 0!
----
WINDOW I _ � o ❑ �
❑ ❑� NEW CLEAR °'
_J GLASS WINDOW
-
�� NOA 11-1013.19 - - - - - - -- - -- -- - - -- - - - L
- - 1 '
` V
NORTH ELEVATION EXISTING NORTH ELEVATION
SCALE:1/4"=1' SCALE:114"=l'
52'-10"
35'-1" 17'-9"
EXISTING ADDRESS:
RESIDENTIAL 226 N.W. 93 ST.
MIAMI SHORES, FL.
33150
--- EXISTING EXIS ING
------ WINDOW- WIN OW-- EXIS INC-
EXISTING- - EXISTING--- - — WINDOW EXISTING-
WINDOW WINDOW --- - -- --- ----- - WINDOW
o ,
PROJECT:
OWNER: GAVIN MCPHAIL
RESIDENTIAL PROPOSED
ALTERATIONS
EXISTING SOUTH ELEVATION (TO REMAIN)
SCALE:114"=1'
37'-2"
lo 37'-2"
ol
lo
DRAWN BY:
JOSEPH F. BERNARD JR.
NEW DOOR
_ FL 4904,4
DATE:
N N !
EXISTING-- REVISIONS:
N XCLUMASS WINDOW � EXISTING
m -- WINDOW 19 I G WINDOW
NOA 11-1013,19 m 0
�7]�? R 4 o
NEW CLEAR GLASS 4
WINDOW FFE+2'0"
❑ ❑
NOA 11-1013.19 - - - -- -_ _ FFE+2'-0"
EAST ELEVATION EXISTING EAST ELEVATION
SCALE:1/4'=i' SCALE:1/4"=l' 37'-2"
Ile ol
EXISTING
RESIDENTIAL
EXISTING- - -
- WINDOW ---
EXISTING—
SHEET
-- --- - --- --- ow NO.
EXISTING WEST ELEVATION (TO REMAIN)
SCALE:114"=1'
1#5 IN GROUT FILLED CELL
EXISTING TIE BEAM
CHARLES MITCHELL, P.E.
--- -- " -- -
924 NORTH FEDERAL HWY.
-- HOLLYWOOD,FL. 33020
P.E. # 11127
8" 8" PRECAST CONC.
X
LINTEL OR DROP T.B. 305.336.5069
�:r � i�� iii* � •. , '�'���1 �i,,.7a, — _.. __.
EXISTING ROOF ��� �I 2 #5 STARTER BARS - �I.
I _ Z —4,1 INSULATION (TYP) SEAL:
L - - -
P.T. 1x WOOD NAILER
8" 1'-8" 11-8" 1'-8" 1'-8" 8" 245 STARTER BARS DOWELED 245 x 20"LONG DOWELED" �.- r_, AND FURRING
STRIPS
INTO EXISTING FOOTING 6", INTO EXISTING FOOTING 6 , -- — ---- --- - - CO NT. SEALANT AND
WITH HILTI HIT-C100 SYSTEM, WITH HILTI HIT-C100 SYSTEM, I: - /
BACKER RED,
} { —� J #5 BARS EMBEDDED
NEW ENCLOSURE l 6"I 0 EX.TIE BEAM&
TIE-IN DETAIL @ FOOTING 1#511�lGROUT FILLED /^
3/16"Q�x 5" LONG MIN.
_ _:I.- CELL @BOTHSIDES OF - . _ GLASS & ALUM FRAMED G
EX. OUNDATIONW/ N.T.S. I OF THE GARAGE DOOR TAPCON CONC. SCREW
-r- E�(ISl INC ARAG€ ooR f EPO -- -- WIND W UNIT �
B � -- - ---- - -- 12 O.0 STAGGERED
E oS IS Tt� 1
---- R INFO D W/R BARS ' I. - --- - - H V
l _ _ I COUNTERSUNK INT❑ P T,
-T IL - - - -
t
�� �� WD. 1 "x4" BUCK SET W/
3/16 Ox 5 LONG MIN. > LIQUID NAIL HEAD &
--�- --+ --f---� -- TAPCON CONC. SCREW SILL,@
@ 12" O.0 STAGGERED
COUNTERSUNK INTO P T
GARARGE DOOR ENCLOSURE DETAIL
BOTT. CHORD OF EXISTING DOWEL IN 1-#5 BARS WIEXPDXY WD, 1 "
" X4" BUCK SET W/ _ _
if4"=1' ROOF TRUSS
TOP AND BOTTOM 6 DEEP `
LIQUID NAIL @ HEAD &
2" x 4" TOP PLATE SILL, GLASS & ALUM FRAMED
WINDOW UNIT,
FILLED CELL DETAIL
� _ 1/2" DRYWALL ON BOTH( N.T.s. ❑N T
SEALANT AND
SIDES OF 2"X4" STUDS 9 BACKER ROD,
16" O.C. ADDRESS:
FC - -_ -_ - — EXISTING ROOF
226 N.W. 93 ST.
2"" x4"" P.T. BOTT. PL. CON-i". SEALANT AND ENT MUD SET MARBLE
2"-8"R.T.WC 00 FLOOR JC ISTS 151 C.C. EX. ANCH. TO SLAB W/11/4" BACKER ROD,
MIAMI SHORES, FL.
/ WF-16 5" Q�fAPCON SCREWS @ 24"O.C. SILL,
ROOM SIDE OF 2" x 4" 33150
FC STUDS @ 16" O.C. — ___P.T. 1"x2" WD. NAILERS &
C
' FURRING STRIPS
,
E
NG FIN. FLOOR
16 EY R-191NSUL.
8"x8" CONCRETE SILL 1\2" DRYWALL ON 1 " x 2"
6"CONC. L xISTING wooD TRUSSES @ za"O.C. P.T. FURRING STRIPS
WF 6 WALL
W/2— ##5 CONT. PROJECT.
WF ,� - - FC PARTITION WALL DETAIL _ - -- -
/ W �� � 16" O.C. OWNER: GAVIN MCPHAIL
WF-16 SCALE 314"=l' x3"P.T. FIRESTOP @ MIDPOINTS @ CEIL. � -- PRESSURE TREATED 4C
_ - - -__ - - � WOOD BASE RESIDENTIAL PROPOSED
XISTING TIE BEAM
---
Q CONCRETE - ALTERATIONS
4"CONC.SLAB W/6"X6" �%oWWM EXISTING 1/2"DRYWALL ONI"x2"P:T.FURRING STRIPS V" BLOCKWALL - - - -
@ 16"O.C.
OVER CLEAN FILL COMPACTED TO —
MIN.95%DRY DENSITY.OVER �C _ 4" CONCRETE SLAB
" BOTT. CHORD OF TRUSS – – -
EXISTING 4 CONC,SLAB /x
EX. EX.
WF-16 #5 REBAR EMBEDDED INTO EX,CMU WF-16 2" x 4" TOP PLATE
WALL W/EPDXY&CONC.SLAB(TYP.
CERAMIC TILES TO A
- -- - - HEIGHT OF 72" OVER
FC — FC__ _ — - 1/2" DUROCK ON BATH
EX. EX. ROOM SIDE OF 2" x 4"
WF 16 WF 16 F- - STUDS @ 16" O.C. - )NODOW SILL DETAIL
2" x 4" P.T. BOTT. PL. II DRAWN BY:
ANCH. TO SLAB W/1/4" I� R 51°JALL INSULATION JOSEPH F. BERNARD JR.
,etAPCON SCREWS @ 24 O.C.
FOUNDATION PLAN 5 � 2- #5 TOP 2-#5 MIDDLE 2-#5 BOTT. N
ROOM SIDE OF 2" x 4" II SCALE:1/4"=1' STUDS @ 16" O.C. - — —
4"PRESSURE-TREATED WOOD BASE - 7 T -1 T
COLUMN SCHEDULE CERAMIC TILE FINISH w DATE:
COLUMN TOP OF FTG. REINFORCEMENT �'� Q
MARK SIZE LOCATION ELEVATION REMARKS EXISTING SLAB >
VERT. TIES I �! L —1 L A
FC 8"x8" SEE PLAN - 1'-0" 1-#5 1-#5 IN FILLED CELL II F 3 TIES 2 REVISIONS:
X x— I, 8" �D,00R/WINDOW ❑PENINo__ I, 8" ❑,C,
FOOTING SCHEDULE 11 - -
REINFORCEMENT BATHROOM PARTITION DETAIL - _ vARIES/
MARK SIZE TOP OF FTG. - cn
TOP BOTT TRANSVERSE REMARKS SCALE:314"-1' Lu _
ELEVATION 2%"PLWD.SUBFLR.NAILED TO - - - _ #5 V E R T
LW SW LW SW FLOOR JOIST @6"O.C.@EDGES = _ - Q / EA. FACE
W F-16 12"x16" - 1'-0" 245 &6"O.C.@ INTERMEDIATE SUPPORTS = - TIE BEAM > \
EX
(TYP.)
WF-16
EX. 12"x16" - 1' 0" 245 - . L
EX. FOUNDATION 2"X 10"P.T.WOOD NAILER
16"
2"X10"P.T.WD.FLOOR JOIST @ 16"O.C,
ANCH,TO N STRONG PLATE& M9W/WALLWI WALL N PPOR/ WINDOW DROP DETAIL
SIMPSON STRONG TIE HM9 Wl 4-Ya"X i%"
SDS NAILS TO JOIST&5-Ya"X 1%"TITEN SCREWS 3/4"=1'-0"
NOTE: TO CONC,WALL(TYP)
NEW FOUNDATION LOCATED AT NEW INTERIOR FL 11473
WALL FOR THE SUPPORT OF THE NEW FLOOR PARTITION - 2"X10"P,TWOOD BRACING ANCHORED i
TO FLOOR JOIST WI 10D NAILS � %
13/4"x 4 1/2"ALUM. FRAM
JOISTS. WALL E
EXISTING
CMU WALL 1\2" DRYWALL PARTITION
A 1-#5 IN CONC.-FILLED CEL / a a
l_ -
CONC.SLAB IN - -=.
PROPOSED STUDY /i 8"CONCRETE BLOCKWALL
/ // /
l r�hrT�i �rrr�T;rT°ter ,. �t %
2-#S REBAR CONT: 5/8" STUCCO FINISH
IN 6"CONC.WALL
2"X4"P.T.WD.PLATE 2'X 10"FLOOR JOISTS
2" x 4" P.T. WD. BUCK
ANCH.EX. LT 6 24"0,WALL ANCHORED TO EXISTING SHEET NO.
WI%" BOLTS @24"O.C.WI CMU WALL WI SIMPSON =
ANCH. W/ 1 1\2" x 31"
00 STRONG TIE HU 210 WI /,/' EX.FOUNDATION TAPCONS 12" O.C.
y6"THK X%"WASHIER _ @
#5 REBAR 12"O.C. 8Ya"X 2%"TITEN SCREWS 'j//
CONT. CAULKING AROUND
TO EXISTING CMU WALL ==iii' FRAME PERIMETER
&4-10D NAILS TO THE
' BOTH SIDES OF FRAME
FLOOR JOISTS(TYP)
FL 10655
NEW 12"X 16"(FOOTING
DOOR/ WINDOW BUCK DETAIL
N.T.S.
1 FLOOR JOIST DETAIL
SCALE:314"=1'
CHARLES MITCHELL, P.E.
A,'C GENEP L NOTES: 924 NORTH FEDERAL HWY..
x : , , —-----------
1, TIHE WORK THAT 13TOBE DONE UNOE THSHm. ING U€ESTt1E EXISTING CONDENSING UNIT SCHEDULE EXIST sNGAIR HANDLING UNIT SCHEDULE
HOLLYWOOD,FL.. 33020
FEES
! ALL LABOR MATEP S EOU,PItiE'VT,FBI!ITS,F — --T
FLIRW'N.SHIIN� OF �, .tAaL , I ---------.__
f` FAN 11127
IN PE,CTkDI° , ESTS,I LRAt�t..E,ETC. REQUIRED FGR THE EX H.. FAN SCHEDULE
UNIT I�is141 E Tt � U-1 P.E.P.E. #
..
+j
---.... ......- _
-UNIT NU_ K-.1EER L.
.. . A.H.U.
-_1
.. .
395.336.5669 O�PLETTCN C THE AIR CA CYTIOt s SYSTEM� CT f W THE
UNIT LOCATION CUfiSDE ST k M DRAW f:S AIR LSTED BELOW, NIATCH114G
CONDENSING UNIT CU•1 MF-1 - - - _. �UNIT 14EI HT{L ES.1 2DQ EXH FAN No.
2 VENTILATION DUCTWORK SHALL BE GALVANIZED ZED STEEL A TH GAUGES,
:. _. UNIT LOCATION AIHU CLOSET
I:r SEAL:
T .'N TRUC710N BRACING AND SUSFENSKiN IN ACOORDMOCI:'�"ViTH
r DUC CC1 S
AREA SERVED BATH-1 UNIT tCI41( JA4 CAP. (TONS) 3.S
♦ / r J C MEfNDATIONS SET'FORTH IN THE LATEST EDITION Of TIE -
1E F 1 -- - ----- ---- --- ----- ---- ...._ _
--- ......---....---- - ---..<. __...__ IaI�IIT TYPE ERTlt:11
A S.W»R A,E.GUIDE AND STANDARDS. DUCT ZES SHIQ ,N
RIEE4
__ -- -CEILING &ANUFACTRER
E T NUlDE CI%N$IGNS. 'VERIFY EXACT LOCATION OF DUCT>AT H IC ( fi TI N
I ENTERING AIR TEPIP 'd6hwb ; ..............
: : !, �.a /, /� /:R^", , '• .: REU'ECTTQ STRUCTURE Fr�6R:k�+'!�'14N. 4-.. _......... __--------- --- -_---...�.---...---
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,
,., , -......._ ....m.: __...._ ..... 9. FL016LE DUCT HALL BE STEEL HELIX r 1R.E.ON 7idV CENTERS, C F h1
TOT.CAL.CULATEID COOLING CAP'.(BTUH) 22tDOQ KIANUFACTURER CARRIER
E" ULATIED IN A E:4lJTIN11G'LJS SOFT 1�11ti1'1 FIL"a! ANEO BY Ni EQI ILRR
r
/ `� r W 4 1 1
/ I ! THEL�aREISTOBE TATIG F�RE:3�LJRE 1 TOT`, CATALOG LING �,�AP tBTUH) 2DQD h1UCEl I�LhiI�ER FrA1�A3��FQ4Z�JAI
?AA
€ PFt D -- 'AELCANG TAD FOR?! AN AR TIGGHT INNER COTE �
c
__
_ �...._ R a W fi ON R�1 AND SHEATHED iIN A #
� P � .... DNS.LATEO� FI8£RGLAA.,S INSULA I ,, __ 1
! AMBIENT TEMPERATURE Q5
#1(6 CD EINFt?RCED,ALUI�1� 10A NIETALIZED PCOLYESTER 4�AKA BA%JEIR JACKET. � - E?IREGT 1 --- EVAPORATOR GFNI
� 12Ct7
_ TYPE U hI V E --- - -- -- —
,/ rt 5tl GI ` F2C`I{E SPIN GCC1�LAfR N1TH I}A�IR AhtQECCTC t'IHEF�E FLEXIBLE 1
€ F _ _..... --- — -..----------- _ -- - --------- UNIT h1IF1. SEER 1 T TATIC PRESS. 0.50
r , I:# DUCT IS COI,4NECTED TO RECTA N-GULAR DUC%l0RK DMWER ACTUATOR EX EIRNAL, 1
[ 3 N10 O R AMPS— SHAL L BE EXTENDED OUTSIDE IN;ULATIGN
lVf DLTAGE 20P230,1.60 -— — ---- -
-- - --- —
6 X E CTJ
O d . P S ; f AND RETURN DUCTffi)RK,,f�,LL 1.1�2 _.,
�. AIR C.Jt.DITI�tdIINfi.,.� U
,, LECTFRIC GHARAC:T. 2 _ UNITS NIIN G3RCUITS AMPS 4r3
v 5 t f t 1 1 ( DI XT, E 1 ctD 1 #aCD _
f +. ,R 61�11F1.}FIBERGLASS LISTED,CLASS I A D i » DIJCr _ AVAILABLE V TAIGE 20-8 24L�11 tiC!
..
= iCATEO IN A{CCORCANCE'A"S.M A.C.N A. -- --- ---- — ---<
SHALL BE FAITR t INI TS klk FUSE SIZE 25 --- -- --- ------ -
f .1
_._.
A N T I r STA," ARD . 'R-6 TOP LEVEL R-41 IN OTHER LEb'ELSI. _
r' — MANUFACTURER 13ROAIN TOTAL HEATING CAP(kt;) �
UQUIID LINE DIAM.
. ..._
PR�SI3 EF-I _ - ._ ...._.... -- -
/ t" 5 S. TETltPERATI;FCE GORTR%SMALL A ROOM TWERMIOSTAT FOR -- ........
-------------------BATIHR+t ld ,, w MODEL NUME3E.F QTXE050 f
SU.�T€ON LINE IDIAAhl. N1�h113ER c:IF ELEh1E,NTS 3
HEATINGICOLLING'+,ITH STAtESS REQUIRED,
iIIPED» -- ------------------ _---
-m I,, Bn 8 , Q? 1TED!'!MTktDCk�FtTFiAsQEa!'t?t11` ID --- __
., 6 ALLZ.ORKS 1.L EGLCR I FILTER TYPE FEIl4iAttENT
IN�STP T I<E P�+11ARK I3,C:,L1, p I-l F
a TERFERENCE AITH T 4E PROGRESS OF WNSTR.ICTION*0
! '- C �dil tl t KITH ALL APIA VAE CODES AND STANW.0S5. F _
(ARI<DU CUfR1 ,13j3AIETYSVITC:H;(C�INSIIDEcDIILLE, (DGIRFDSCREE.N, UPNITY�tEIU#�T�LEsS) 125
DO' '(E) E�cPI.US,IC�I'� >='RiCUF h�1UTGR (F)Bt�:f:K CRAFT LA,hTE�ER
7. MECHANICAL iICAL CONTRACTOR SHALL DIRECTION OF DUSTING
w.. STFRUCrTUR.E FARE INS TALLATIONOFEC1UIP NTA'NDD1.K.WVCRK I GrNLAUC�€ETIGSFA�TEfRv'yITHREPftDTECrttGFF �YVIT��IH
OCANECT
_._. �L�D ANY C15 E C 4 CT IH B d-AL R�DF CAF f , EXISTNG OUCT LNES QwLPEE
I.... ....... _ ..........." _._--.... .......... .............. .................
'. _..-..__- ...........__ .. _.....-. .......___..
'. -------. ' 9; VPRATk:H I )LATIONJ: ALL EOUIPMENT A PER W61..11l'A C TURE
. RECIIUNIENIOArIONNS TO ELININA°'E ANY E%IPMENT NCISJE FF?f}i`rI BEING
I�EARi3. ADDRESS.
9. GRANTEES
RR+SE0 STUDY A. ALL fx:!fAPRESSIGR MOTORS ON NEW CE-QUIPVENT FURNISHED UNDER
THIS CONTRACT SI�AL.L HAVE A 5 YEARS PRODUCT GUARANTEE FROM __-- s �� SLOPED ROOF
OATEOrST&11T-UP. -_.� -- CAMP, MIAMI SHORES, �L.
33159
B. CONTRACTOR SHALL GUARANTEE ALL MATERIALS 00 Aff.AR0ANSIH€P
FREE FROM DE FOR A PlERICAD OF NOT LESS THAN 1 YEAR FROIA = � . I'LL ROOF
DATE OF ACCEPTANCE.
4" I.D. 26 CA.
,o. 1ESTdPiG, METAL DRYER -=EXH.VENT
A. ALL REFRIGERANT HIGH:4DE PIPING TO SE X0 PSIG. LOGY SORE
DUCT W'Cti4
TO 150 PSIG» AFTER TESTING EVACUATE SYSTEM TO 26
PROTRUSIONS
MERCURY GAUGE PRESSURE'WITH VACUUM PUMP. HOLD FOR 25
INSIDE DUCT L�� PROJECT'
HOURS 4tiTTH PUMP OFF. $BEAK AIACU.IIA WITH REFRIGERANT. �
I.IP TO ROOF
` LA B. BALANCE AIR SYSTEM TO OELR'ER QUANTITIES AT EACH OUTLET YAP SCREENED OW N E R. GA V I N P HAI
L
VVATHTN 5%USNG A k&C» O>CEDURES APED TESTS, SUBVIT
SCALE V47--1' AR BALANCE TEST REV ALTS FOR APPROVAL PRIOR TO FNAI»
RESIDENTIAL PROPOSED
11. REFRY- RATIO N SUCCTION F[Frq 3 51-ALL DE V*$ULATtl)YW Ri IT IN- ti XHiAUST ALTERATIONS
COAFLEX. Wj*LF-X IN LOTION MAY ONLY BE USED IN NON-PLEf�Uh! `�_ FAN
AREAS. FINISIHED WHERE EXPOSED WITH 2 COATS GF WHITE LATEX PAINT
AS PER tMNUFACTURER S INSTRUCTION.
12. ALL 1 E,FRIGEPA1VT PdPM SHALL BE T'WE*Kl HARD COPPER,T1C .T4R
WITH WROVIGHT COPPER$OLDE:R FITTINGS» iOINTS"LL BE WADE MTH
SILVER SOLDER OR SILF0,T ALL CONDENSATE DPAIN P'IP'ING fit}BE
SCI°iEDULE 40 nPE II NIGH IMPACT P C'A'ITIH SLIT'X.ANT FITTING OF EX H. FAN DUCT D ETAI L
T}j:E SMIE h"IATENALS WITH AN APPRL)VED S(X ENT INSTALLED IN A
MANNER R1ECCiWSEN DED BY THE FITTING MANUFACTURER, N.T3.
13, ALL WOFR SHALL CONFORM MTH THE NIECH:BLDG.COC1E 2w1;2002 REVISiR,
AND ALL OTHER APPLICABLE STATE AND LOCAL REGULATXaNS AND ORQIWJCES.
-- ------ - ----- _..... — - --
I VAC ION I QUIRES;
YES NO DRAWN BY:
NIKE DETECTOR '
JOSEPH E. BERNARD JR.
FAE DAMPER(S) P Fe,ULA-Kh
... _.-._.. ------------..---------- ...._...... ......... F
WOKE IDAh1PERCS) F /
4 f
FIFE RATED ENCLOSURE €. .' DATE:
._. ..
FIRE RATED ROOT/FLOCIIR
CEILING ASSENIBLY
k ��.,KT�. 1- REVISIONS:
F-IRA= �sC[D!I-'�'1N<i t .� :,*. L€,wi;�lt.�4t:kt�'E
---.. ---._.. -----._._._....._--------- -- - -- •-
SIVIC KE CONTROLr,F
_.. _ .. _..-.... __ --------- _
1 BALANCE AJR RETURN: '
PRESSURE G11�FERENTIAL ACF O CLOSED Dt�S SMALL BE TO,001
IN t4,23 PASCAL)OR LE$4 PR,ESSLNRtE DIFFERENTIAL ACR FIRE
! $ f .
AALLS IN CEILING SPAI.E PLE.HUMS A L BE LA TED TO jXj 1.IN'WrC(2.5
PASMA BY PRO'a II)iNCi,SIR IDjCT PATHWAYS OR AIR TIC.T PAT1-AWAY S
FFNGN�HIGH MS,
SURE ZONES TO 711E LOW PRESSURE ZONE
ri
----- ``
FLEXIBLE DUCT CONN, DET.
SHEEN` NCB.
CHARLES MITCHELL, P.E.
924 NORTH FEDERAL HWY.
ELECT. PNL . SHED . N NEW 120V RECEPTACLES HOLLYWOOD,FL. 33020
P.E. # 11127
CIRC.# LOAD WIRE COND. BREAK VA REMARKS � E EXIST.120V RECEPTALES 305.336.5069
I I
1,3 EX.AHU #6 1'" 60 4800 N NEW SURFACE MTD.LIGHTING
SEAL:
2,4 EX. CU #6 1" 50 4000
E EXIST.SURFACE MTD,LIGHTING
5,7 SMALL APPLIANCE #12 1/2" 20 3000 1,500 W.EA.CIRCUIT
6,8 EX. WASHER/DRYER #10 3+4" 30 4800 ®N NEW 240V RECEPTACLE I
' V
- - - EX. LIGHTS #14 112" 15
�
9-12,14 I 1111 1111SF.@ 1W/SF. ®E EXIST.240V RECEPTACLE
2222 1111 SF.@ 2WISF. O SMOKE DETECTOR
n
15-24 EX. RECEPTACLES #12 1l2" 20
i
7 25 NEW GFI RECEPTACLE #12 1/2" 20 EXHAUST FAN
16,f, AFCI L
/ 27 - 27 / 26,28 NEW RECEPTACLES #12 1/2" 20 480 240SF.@ 2W/SF.
PR"OPOSED
i'G
028 PANTRY 28 / 27 NEW LIGHTS #12 1/2" 20 240 240SF.@ 1W/SF.
A
\ 2 PROPOSED
BAT ROOM /
71
J��
2s
LOAD CALL. 3_#1;0 T"w iN 2„
-1 � _ TOTAL LOAD = 11853
\ \ I 1ST 10000 @ 100% = 10000 150A ,50A ADDRESS:
\ 126 REM 1853 @40% = 741.2 METER
PRQPOSED STUDY McB PNL
\ A/C LOAD = 8800 226 N.W. 93 ST.
CW SOLID 8 x 10'GRD.RODS
I TOTAL = 19541.2 MIAMI SHORES, FL.
ATTACHED FOUNDAT ON CT.STLIN
BLDG
26 19541.2/240 = 81.42 A = = 33150
2s USE 150 A SERVICE
1_
�2_7 26 �27
ELECTRICAL NOTES
PROJECT:
1• ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE
ELECTRICAL PLAN NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES OWNER: AV I N M P HAI L
SCALE:1/4"0' 2• CORDINATE ELECTRICAL SERVICE WITH FLORIDA POWER AND
3. ALLL
LIGHT TELEPHONE RELATED EQUIPMENT PER TELEPHONE RESIDENTIAL PROPOSED
COMPANY SPECIFICATIONS ALTERATIONS
4. ELECTRICAL INSTALLATION DESIGN OF THIS PLAN IS IN
COMPLIANCE ASSET FORTH BY THE STATE OF FLORIDA
STATUTES MODEL ENERGY EFFICIENCY CODES.
5. THE CONTRACTOR WILL EXAMINE THE JOB SITE AND DETERMINE
FOR H11nSELF PRIOR TO SUBMISSION OF BID,EXISTING
CONDITIONS.
6. ALL ELECTRICAL WORK SHALL BE PERFORMED B"Y A LICENSED
ELECTICAL CONTRACTOR.IT WILL BE HIS RESPONSABILITY TO
SECURE AND PAY FOR ANY PERMITS,CERTIFICATES OF
INSPECTION,ETC
7. SUBSTITUTE MATERIALS,EQUIPMENT OR METHODS SHALL NOT
BE MADE WITHOUT APPROVAL OF THE ENGINEER.IF THE USE OF
A SUBSTITUTE IS REQUIRED
DRAWN BY:
JOSEPH F. BERNARD JR.
NO POINT ALONG COUNTER TO BE MORE THAN
2 FEET FROM G.F.I PROTECTED RECEPTACLE
PUT D/W RECEPTACLE UNDER SINK,
SMOKE DETECTOR NOTES ALL FIXED APPLIANCES ON DEDICATED CKTS, DATE:
SMOKE DETECTORS SHALL BE PROVIDED IN EACH BEDROOM AND HALLWAY
AND SHALL BE HARDWIRED TO SWITCHES CONNECTED TO BATHROOM OR
KITCHEN LIGHTING CIRCUITS, INTERCONNECTED AND BATTERY BACK-UP.
REVISIONS:
bATW;4Q1A RECEPTACLE ON 6 AMP CKT
AND G.F 1 PROTECTED
ADD SMOKKARBON MONOXIDE DETECTORS,
ANY AND ALL CLOTH AND RUBBER
INSULATED CONDUCTORS TO BE REPLACED.
I
i
SHEET NO.
i
CHARLES MITCHELL, P.E.
924 NORTH FEDERAL HWY.
PLUMBING PIPE NOTES PLUMBING LEGEND HOLLYWOOD,FL. 33020
NOTES: P.E. # 11127
i o EX.GAS WATER HEATER 1. ALL WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH SYMBOL I D E S C F21 PT i O N
THE LATEST FLORIDA BUILDING CODE, STATE AND LOCAL ORDINANCES. -EACH WATER SUPPLIED FIXTURE 305.336.5069
2. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND SAN ITAF2Y PIP E
- - - -
_ CONNECTION CHARGES REQUIRED. \/ENT PIPE SHALL HAVE AN AIR CHAMBER, SEAL.
0 W/D 3. PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF P TRAP
EX.
PROPOSED DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE 2-EACH WATER SUPPLIED FIXTURE
SA TO EX,SAN LINE YEAR FROM DATE OF ACCEPTANCE.
PANTRY —� WALL CLEANOUT SHALL HAVE A 112" WATER.
J 3
-
2" 2°SAN 3"VTR 4. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL
�1 "HW 3y4"C &Y2"HW OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR TO INSTALLATION. FLUSH CLEANOUT SUPPLIED PIPE CONNECTION TO
__--- 0 .CW&HW LINE
- --- - THE FIXTURE. N
5. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, �— VENT T H F2U F200 F
Y2"CW 2"SAN Y,"CW&HW DUCTWORK, ETC.AS REQUIRED BY FIELD CONDITIONS. COORDINATE ! `�
2"SAN Y4•CW WITH ALL EXISTING AND NEW WORK. U. C3. U N ID E FZG P,C:)U N ID J
\ OPO E 3"SAN 6. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND V V
ATHRO` 3"SAN �'' N Y2"CW DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION V
OF MATERIALS AND EQUIPMENT.
7. COORDINATE WORK WITH OTHER TRADES.
1 7 \V
8. FURNISH AND INSTALL ALL PLUMBING FIXTURES. V
9. EACH PLUMBING FIXTURE SHALL BE PROVIDED WITH AIR CHAMBERS
PROPOSEDSTUDY AS PER F.B.C. 2010 SEPTIC TANK INFORMATION
— HEAT TRAP
10. WHEREVER DISSIMILAR METALS ARE TO BE JOINED,A DIELECTRIC C.W. SHUT-OF
li FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. VALVE T&P RELIEF DISCH,
NO. BEDROOMS = 2 VALVE
11A. HOT&COLD WATER PIPING ABOVE FLOOR OR BELOW SLAB WITHIN ///
BUILDING WALLS SHALL BE AT OWNER'S OPTION SCHEDULE 40 CPVC ESTIMATED SEWAGE FLOW FOR 5
PIPING OR TYPE"L'"COPPER TUBING, HARD DRAWN a W
ABOVE GROUND, SOFT ANNEALED BELOW GROUND, ALL WATER PIPING H.W.
BELOW GROUND UNDER CONCRETE SLAB SHALL BE ENCASED IN A 4" BEDROOMS = 300
PVC SCHEDULE 40 PIPE CASING AS PER "FBC 2010"REQUIREMENTS. _
JOINTS SHALL BE MADE ON ALL COPPED PIPE ABOVE GROUND WITH SIZE OF SEPTIC TANK - 900 GAL. 3/4' T&P
9515 SOLDER. COLD WATER PIPES OUTSIIDE THE BUILDING SHALL BE 50 C3AL. E.W.H. RELIEF LINE TO
ADDRESS:
_ - TYPE"L"COPPER PIPE HARD DRAWN.Alf T OWNER'S OPTION ALL WATER EF - 0.97 OUTSIDE ❑F BLDG.
A � PIPING &FITTINGS COULD BE SUBSTITUTED FOR CPVC SCHEDULE 40
- _ - - TERMINATE B,❑,P.
WEIGHT PIPING&FITTINGS AND USED IN ACCORDANCE WITH THE"FBC 2010". 6' A,F.G 226 N.W. 93 ST.
TYPE"L"COPPER FOR 2"AND UNDER, TYPE "K" COPPER FOR 2"&ABOVE.
NO FITTINGS SHALL BE INSTALLED IN ALL UNDERGROUND WATER PIPING.
MIAMI SHORES, FL.
11 B. SANITARY SOIL PIPE&FITTINGS BELOW GRADE OR FLOOR SLAB ON FILL 33150
CAN BE STANDARD WEIGHT BELL&SPIGOT CAST IRON, COATED WITH
PLUMBING PLAN TAR PITCH LEAD&OKUM JOINTS OR NEOPRENE SEALS, OR CAST IRON
NO HUB PIPE&FITTINGS OR PVC SCHEDULE 40 PIPE &FITTINGS ELECTRIC WATER HEATER DETAIL
SCALE;118"=1' IN ACCORDANCE WITH "FBC 2010"
N.T.S. PIPING TO EWH IS SHOWN DIAGRAMATICALLY
12. PROVIDE ANTI-SCALD VALVE AT ALL SHOWER HEADS
13. PROVIDE WATER HAMMER ARRESTORS WHERE QUICK CLOSING VALVES
ARE USED AS PER"FBCR 2010"
PROJECT:
PLUMBING LEGEND OWNER: GAVIN MCPHAIL
PLUMBING FIXTURE SCHEDULE
SYMBOL DESCRIPTION BRASS PLUG PROVIDE NICKEL BRONZE FLOOR CC TEE
PLATE AS ALLED.COMPATIBLE WiTYPE DESCRIPTION WASTE cW HW FU MAX PROPOSED
COLD WATER PIPE FLOOR INSTALLED.
_ —
HOT WATER PIPE t ,:;; � ��;.: CHROME
VALVE '�' .:: r, BRONZE WALL PLATE ALTERATIONS
`� WATER
1 CLOSET 3" 1/2" � 4 1.28
T AIR CHAMBER EXTENSION TO SOIL OR WASTE
U. G. UNDERGROUND -,8"X18°X18"CONCRETE SOIL OR WASTE
T & P TEMP, &
EXTENSION iO SEWER LINE LINE SHOWER 2" 112" 1/2" 2 1.5
PRESSURE RELIEF
VALVE LAVS 2" 1/2" 1/2" 2 1.5
EXTENSION FLOOR WALL
HOSE BIB TYPICAL CLEAN-OUT DETAIL
N.T.S.
DRAWN BY:
JOSEPH F. BERNARD JR.
SHEET LEAD
FLASHING MOP
IN WITH
ROOFING
MATERIAL.
TURN LEAS GOWN
1"-TO STACK.
DATE:
=-LEA° REVISIONS:
12"
12" ROOFING
ROOF
ROOF CONSTRUCTION
VENT
STACK SLEEVE ROOF
CONSTRUC-TION
AS F2EQ'01.
VENT THRU. ROOF DETAIL
N .T.S .
SHEET NO.
1
i
CITY
NOV a ilk Iff
opy
�,.;_P
4 � i
T'}�+ �J
i
NA
i
1
s �
i
I
r L DG, I l`
1r6j, A,KD t