16-0059r1r6_1122211
EXISTING FLOOR REPAIR PLAN
3'4":1'-W
CF BUILDING SERVICES
design. drafting - inspection . PVW ffifin8genl0int - 00mit0on
M 99111. S&eA ~ Pahn Boo* Fl. 3307
Tde.: (954)618-M1(85l)2W=0
email: downeftnellwn
SCOPEOF WORK
DEMOLITION
REMOVE ALL DAMAGED PARTS AND PORTIONS OF EXISTING CABINETS.
==
NECESSARY
REMOVE %.PMDlrfr- 10 vvr"r-
-rt tctt'ar-mxrwph
NEW WORK
REPAIR AND REPLACE CABINETS AS REQUIRED.
y ;S
INSTALL NEW BATH TUB. &S KP -421D e'IF S1 0
CLEAN AND PAINT ALL DOORS AND WALLS INTERIOR AND EXTERIOR.
ELECTRICAL
ELECTRICAL ALREADY IN PLACE AND APPROVED BY THE CITY OF BOYNTON
BEACH. NO CHANGES ARE TO BE MADE TO THIS SYSTEM.
MECHANICAL
H.V.A.C. ALREADY IN PLACE AND APPROVED BY CITY OF BOYNTON BEACH.
NO CHANGES ARE TO BE MADE TO THIS SYSTEM.
PROJECT DESCRIPTION OWNERS: LEGAL DESCRIP710N�
PROPOSED REPAIRS TO RESIDENCE TANYAN GROUP LLC., LOT 17 LESS THE EAST 10 FEET
c/o. DONOVAN ANDERSON, THEREOF, IN BLOCK 2 LAKE BOYNTON
AT:- 11890 WINDMH-L LAKE DR, ESTATES PLAT 1, ACCORDING TO THE
603 NW 1 st. AVE., BOYNTON BEACH BOYNTON BEACH FL. 33473 PLAT THEREOF, AS RECORDED IN
FL.33426 PLAT BOOK 13, PAGE 32, OF THE
PHONE; (561)441- 5390 PUBLIC RECORDS OF PALM BEACH
COUNTY FLORIDA. .
INDEX
SHEET A 101.... REPAIR TO EXISTING
BUILDING
"�tt 11
SEAL
FP—E#
DATE
eeaeaslt/ffiRHIM
ALL DFAMM MD WWM MATMM APPENM
CONSMUTEGROMANDUWJMJSHMW
MWOFEARCF
8aNEER AND WV
NOT BE MW=W
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---....;--------------------M-----------
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INC
SHEET A. 101.... REPAIR TO EXISTING
BUILDING
SEAL
e>�s�larm�
ALL MMWM AND WWW M.XTBM APPWM rte+
, ,,,� � 0F ,
c-- a
PROJECT E ESCRIPTION
OYdNERS
LEQAL pESCRIPTION:
I
I
LOT 17 LESS THE EAST 10 FEET
CF BUILDING SES PROPOSED REPAIRS TO RESIDENCE
DONOVAN ANDERSON,
THEREOF, IN BLOCK 2 LAKE BOYNTON
ATS
ESTATES PLAT 1, ACCORD940 TO THE
dWpn drafli9 kapection ,�p . c�suf allon 603 NW 1 st. AVE, BOYNTON BEACH
p ; (5s1?441 - 5390
PLAT THEREOF, AS CORDED IN
. .
m n h jj*A w.t � Book FL== FL. 33426
PLAT BOOK 13, PACS 32, O� THE
Or- PALM BEACH
-Tdw (04)SIeSMAMI)MB-M
PUBLIC RECORM
wnd:dmmauoqmdmm
COUNTY FLORIDA.
8'
INC
SHEET A. 101.... REPAIR TO EXISTING
BUILDING
SEAL
e>�s�larm�
ALL MMWM AND WWW M.XTBM APPWM rte+
, ,,,� � 0F ,
-. F. Elv. O' -O"
3rade IfIv.
- O'-6"
LOT 3
BLOCK 2
NEW
FENCE
o
4
NSW l;A%NG PUII ANG
CON5fRX11ON TO IV MC)PINU? I A ff r, O%EWN A* 00h I r% rmoa rw I rmlk i A =W1 AM% L
LOT 2
BLOCK 2
G�1I� ■Yid
.: r •
- p , c
Elv.
// �4z- LI -11
NORTH (READ ELEVATfDPI
4"1'-0®
�''
PROJECT DESCRIPTION:
CF BUILDING SERVICES PROPOSED CONVERSION
TO RESIDENCE AT: -
design. drafting . inspection. project management . consuft"on 603 NW 1 st. AVE., BOYNTON BEACH
M 39 th. Street, West Palm Beach, Fl. 33407 FL. 33426
Tele.: (854) 616-5849 /(561) 283-7000
email : daesone@gmall.com
OWNERS:
DONOVAN ANDERSON,
PHONE ; (561)441 - 5390
LEGAL DESCRIPTION:
LOT 17 LESS THE EAST 10 FEET
THEREOF, IN BLOCK 2 LAKE BOYNTON
ESTATES PLAT 1, ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN
PLAT BOOK 13, PAGE 32, OF THE
PUBLIC RECORDS OF PALM BEACH
COUNTY FLORIDA. .
REVISIONS: I
NO DATE I REVISION DRAWN I CHECK
ZONING INFORMATION:
BUILDING AREA CALCULATION:
EXISTING RESIDENCE = 1,750,00 SQ. FT.
PROPOSED ADDITION = 4.20.75 SCS. FT.
TOTAL SQUARE FEET = 2,1 .75 SQ.
HEIGHT ('To highest ridge of rood 13'-9" A-F.F.
NET LAND AREA 4,600 SQ. FT.
LOT COVERAGE ....... (47%) ............ 2,171 SO. FT.
SETBAOI'C :-
EAST 0.00 FT. (Duplex)
WEST 6.16 FT.
NORTH 9.29 FT.
SOUTH 27.62 FT.
OCCUPANCY INFORMATION
OCCUPANCY TYPE: R
F.B.0 :310.6 GROUP R-4
CLASSIFICATION: RESIDENTIAL.: CARE / ASSISTED LIVING
FACILITY - F.B.C. 464
CODES AND STANDARDS:
FL. BUILDING FLORIDA BUILDING CODE -2014 DATED EDITION
FL. ELECTRIC: NATIONAL ELECTRICAL - 2808 EDITION
FL. ENERGY : STATE OF FLORIDEA DEPT. OF COMMUNITY "AFFAIRS"
ENERGY EFFICIENCY CODE FOR BUILDING
CONSTRUCTION 1997 EDMON
FLFIRE PREVEVENTION : 2007 EDMI00. ALL. "FIRE RESISTANCE
DIRECTOR2Y" 1982,1989,1994 &1999
EDITIONS
HANDICAPPED CODE (A) FL. DEPT. OF COMMUNITY AFFAIRS;
FL. ACCESIBILITY ,000E FOR BUILDING
CONCTRUCTIOW- JEW. 1997 EDITION.
(B) AMERICANS WITH DISABILITIES ACT (ADA) -1990
(C) A.N.S.I. A117.1 -1988
IWE REQUIREMENTS SLALL BE INCLUSIVE OF ALL ADDENDUMS AND
CLARIFICATIONS ISSUED UP TO THE TIMI: WHEN THE BUILDING PERMIT IS
GRANTED. THE LISTED CODES AND STAN:'.: -)ARDS SHALL NOT BE
CONSTRUDED TO BE THE ONLY APPLICAI3L.E CODES STANDARDS
GOVEP44M TUNS PROJECT. THE GENERAL CONTRACTORS, ALL
SUB.CONTRACTORS AND SUPPLIERS SHALL VERIFY AND ADHERE TO T14E
REQUIREMENTS OF THE CODES AND STANDARDS THAT GOVERN AND
PERTAINS TO THEIR PRESCRIBED SCOPE OF WORK.
NOTES
ME .0 - �
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE 2094 AND ALL OTHER APPLICABLE CODES AND STANDARDS.
2. DO NOT SCALE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BY
MEASURING ON SITE AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS.
ALL DISCREPANCIES SHALL BE REFERED TO THE ENGINEER FOR ADJUSTMENTS
OR CORRECTIONS.
3. THE CONTRACTOR SHALL VERIFY ROUGH OPENINGS, DIMENSIONS FOR
DOORS, WINDOWS AND GLAZED AREAS.
4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE SUB -CONTRACTORS
OR THEIR REPRESENTATIVES FOR ANY PROVISIONS FOR PROPER INSTALLATION
OF MATEPJALS AND OR EQUIPMENT.
5. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING FOR EXISTING
AND NEW CONSTRUCTION.
SITE WORK
1. COMPLETELY REMOVE ALL TREES, SHRUBS, STUMPS, SOD AND ALL OTHER
ORGANIC MATTER FROM AREA TO BE COVERED BY THE BUILDING.
2. ALL FILL SHALL BE SAND, CLEAN AND FREE OF ORGANIC DEBRIS.
3. ALL FILL UNDER CONCRETE SLAB TO BE DEPOSITED IN THIN LAYERS,
WATERED, TAMPED AND COMPACTED, PRIOR TO POUR.
CONCRETE AND MASONRY
1. FOUNDATIONS AND SLABS ARE DESIGNED FOR SOIL BEARING CAPACITY OF
2000 PSF. ( SOIL UNDISTURBED SAND AND ROCIQ .
2. CONCRETE FOOTINGS, SLABS AND BEAMS SHALL BE 2000 PSF. AT 28 DAYS.
3. C.M.U. FOR LOAD BEARING WALLS SHALL CONFORM TO A.S.T.M. C 90. ALL
OTHER MASONRY UNITS SHALL CONFORM TO A.S.T.M. C 129.
4. MORTAR SHALL CONFORM TO A.S.T.M. C 270 TYPE M. 2000 PSF.
WIND DIEStGN INFORMATION
REINFORCING BARS
Wind design standard ASCE 7-05
Building Code FBC 2014 1. UNLESS OTHERWISE SPECIFIED, REINFORCEMENT SHALL BE NEW BILLET
tic Wed Speed 140 MPH STEEL MEETING A.S.T.M. A 615- GR 60.
Wind Importance Factor 1 ALL REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER.
Wind Exposure Categor d�� SECUURRELY IN PLACE. NS, BEAMS D STIRRUPS SHALL BE TIED SUFFICIENTLY TO HOLD THEM
I ` ternal Pressure C Cle�et _ -I-/- .18
B41ngesign Simple
2. PLACING OF BARS SHALL CONFORM TO CRSI RECOMMENDED PRACTICES
Diaphragm FOR PLACING REINFORCEMENT BARS. ( LATEST EDITION)
R 1 3
Dd 25 pal 3. COVER TO REINFORCEMENT SHALL BE:-
Li30 pe 3' - FOR CONCRETE DEPOSITED AGAINST EARTH.
2" - FOR CONCRETE EXPOSED TO WEATHER. &
1-1/2" - FOR CONCRETE BEAMS AND COLUMNS.
SPEOF WORK LUMBER
9. LUMBER SHALL BE SOUTHERN PINE #2 OR EQUAL AND WOOD CONSTRUCTION
DE (TION SHALL BE IN ACCORDANCE WITH A.I.T.C.
DEAND DISCONNECT ALL ELE FRES AND FITTINGS FROM WALLS
TO BEDE "l
REMOVE ALL AWITIOM WALLS EXCEPT INDICATED ON DEMOUTION PIAN
AND AS SHOWN IN LEGEND, (SHEETA 1 2. ALL WOOD IN CONTACT WITH MASONRY OR EXPOSED TO WEATHER SHALL BE
DISCONNECT AND RE ALL BATHROOM PL AND Fli'F*M PRESSURE TREATED.
REMOVE ALL SHELVES, ARDSATOVE. RE TUR AND SINK FROM
KITCHEN.
NEW WORK3. PLYWOOD SHALL BE EXTERIOR TYPE CDX GRADE AT ALL EXTERIOR FOR
ERECT PARTITION WALLS, INTERItiR . C X N9'ERS, AND SHELVES AS SHEATHING AND ROOF UNDERLAYMENT.
SHOWN IN PLANS, ELEVATIONS AND BE
INSTALL NEW PLUMBING FITTINGS AND FD T'U IN RELOCATED BA
INSTALL SKY LIGHTS IN BATHROOM. 4. STRUCTURAL WOOD METAL CONNECTORS SHALL CONFORM TO THE LATEST
INSTALL NEW ELECTRICAL WIRING AND FITnNGS IN ELECTRICAL REQUIREMENT OF THE FLORIDA BUILDING CODE.
DRAWING. ALL METALS, INCLUDING NAILS, FLASHING, AND DRIP EDGE, EXPOSED TO
RELOCATE A.C. DUCTING AND AND VENTS.
CO.� TO 0 TO FM. AREAL WEATHER SHALL BE GALVANISED, UNLESS SPECIFIED OTHERWISE.
LAUNDRY.
ERECT NEW FENCE, PAVED WALKWAY, HANDRAILS AND RAMP.
1. ALL PAINT L BE PRIMER AND FIN HED COAT.
F1hIE1 PAI L BE EN71H WITHOUT RUNS, SAGS OR DEFECTS.
M POr
J
cr-
COPY
:
INDEX_
SHEET A 101 .... SITE PLAN ELEVATIONS & SHEET A 104... IE1Ri�AL....ti• z �` ��
GENERAL NOTES.
SHEET A 105.... `7 FfANIGA
SHEET A 102.... EXISTING AND DEMOLITION SAF '� " �5k�.11�ah 1
PLAN, NEIN FLOOR PLAN, f`
SECTION &DETAIL, SHEET A 1 Ofi... PLUMBING ALL DRAWINGS -AND VRQ7EN MATERIAL AP.E'ARING HEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHED ARCHITECT
INE /
ENGER AND MA! NOT BE DUPLICA' SEA OR DISCLOSED
WITHOUT WRITTEN CONSENT OF ARCHITECT /ENGINEER.
SHPROJECT NUMBER:
EET A 105.... FOUNDATION, FLOOR, ROOF
FRAMING PLANS, SECTIONS A �I ®°I
& SCHEDULES. SHEET NUMBER:
W
Q
I
W W
W
W W
W
i
Al
I
I
I
W W_31
W
DQ5nNG RMDENTIAL WILDING AT
I
I
W W
GOS NIN 15T. 5TREffr.I
W
I E 17 2
.I
1
Lai r 16
W
W
W
A TO BE MODIFIED
I LOT 18
B=K 2
W W
UN A I 2
i SACK 2
W
W W
W
�I
I
W
�
I
W W
OI
�
ZI
W W
I
=
(
W
F -I
LIJ u LIJ u LIJ
,i,
WWW
W W
II u
I
W
W W
W
W W
II u u it
•
W
MWNT
W W
W LAWRJ
M1Y1
W W
W W W W W W W
,
W
W W W
W W
W W W W
W
W W W W W
.00'
a 4'-8" WIDE
a.
°
4
°
WALKWAY
a a. a 4-
W •Y W W
W W W
H• W W W W W W W W W
W W W W QW ♦W� W W W W
W W W SWALEY W W W ,Y
'
.'
�
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fP11�JIff AA PP�N1..1�,YVw .:
W W W
W Qty/W W
W 5 ALE
W W W W
W W W
W W W
W W W W
W
W W W W W W W W W W
W W .Y W W W W W W •Y ..
W W W W W W W W W V
•.
,,
• W v W W
W •Y W Y•
V W W W
.GN •N,W: I.6t:•.AVE •
-..
20.00' MADE A5MiALT PAVEMENT
N
SITE PLAN
N.T.S.
Elv.
// �4z- LI -11
NORTH (READ ELEVATfDPI
4"1'-0®
�''
PROJECT DESCRIPTION:
CF BUILDING SERVICES PROPOSED CONVERSION
TO RESIDENCE AT: -
design. drafting . inspection. project management . consuft"on 603 NW 1 st. AVE., BOYNTON BEACH
M 39 th. Street, West Palm Beach, Fl. 33407 FL. 33426
Tele.: (854) 616-5849 /(561) 283-7000
email : daesone@gmall.com
OWNERS:
DONOVAN ANDERSON,
PHONE ; (561)441 - 5390
LEGAL DESCRIPTION:
LOT 17 LESS THE EAST 10 FEET
THEREOF, IN BLOCK 2 LAKE BOYNTON
ESTATES PLAT 1, ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN
PLAT BOOK 13, PAGE 32, OF THE
PUBLIC RECORDS OF PALM BEACH
COUNTY FLORIDA. .
REVISIONS: I
NO DATE I REVISION DRAWN I CHECK
ZONING INFORMATION:
BUILDING AREA CALCULATION:
EXISTING RESIDENCE = 1,750,00 SQ. FT.
PROPOSED ADDITION = 4.20.75 SCS. FT.
TOTAL SQUARE FEET = 2,1 .75 SQ.
HEIGHT ('To highest ridge of rood 13'-9" A-F.F.
NET LAND AREA 4,600 SQ. FT.
LOT COVERAGE ....... (47%) ............ 2,171 SO. FT.
SETBAOI'C :-
EAST 0.00 FT. (Duplex)
WEST 6.16 FT.
NORTH 9.29 FT.
SOUTH 27.62 FT.
OCCUPANCY INFORMATION
OCCUPANCY TYPE: R
F.B.0 :310.6 GROUP R-4
CLASSIFICATION: RESIDENTIAL.: CARE / ASSISTED LIVING
FACILITY - F.B.C. 464
CODES AND STANDARDS:
FL. BUILDING FLORIDA BUILDING CODE -2014 DATED EDITION
FL. ELECTRIC: NATIONAL ELECTRICAL - 2808 EDITION
FL. ENERGY : STATE OF FLORIDEA DEPT. OF COMMUNITY "AFFAIRS"
ENERGY EFFICIENCY CODE FOR BUILDING
CONSTRUCTION 1997 EDMON
FLFIRE PREVEVENTION : 2007 EDMI00. ALL. "FIRE RESISTANCE
DIRECTOR2Y" 1982,1989,1994 &1999
EDITIONS
HANDICAPPED CODE (A) FL. DEPT. OF COMMUNITY AFFAIRS;
FL. ACCESIBILITY ,000E FOR BUILDING
CONCTRUCTIOW- JEW. 1997 EDITION.
(B) AMERICANS WITH DISABILITIES ACT (ADA) -1990
(C) A.N.S.I. A117.1 -1988
IWE REQUIREMENTS SLALL BE INCLUSIVE OF ALL ADDENDUMS AND
CLARIFICATIONS ISSUED UP TO THE TIMI: WHEN THE BUILDING PERMIT IS
GRANTED. THE LISTED CODES AND STAN:'.: -)ARDS SHALL NOT BE
CONSTRUDED TO BE THE ONLY APPLICAI3L.E CODES STANDARDS
GOVEP44M TUNS PROJECT. THE GENERAL CONTRACTORS, ALL
SUB.CONTRACTORS AND SUPPLIERS SHALL VERIFY AND ADHERE TO T14E
REQUIREMENTS OF THE CODES AND STANDARDS THAT GOVERN AND
PERTAINS TO THEIR PRESCRIBED SCOPE OF WORK.
NOTES
ME .0 - �
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE 2094 AND ALL OTHER APPLICABLE CODES AND STANDARDS.
2. DO NOT SCALE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BY
MEASURING ON SITE AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS.
ALL DISCREPANCIES SHALL BE REFERED TO THE ENGINEER FOR ADJUSTMENTS
OR CORRECTIONS.
3. THE CONTRACTOR SHALL VERIFY ROUGH OPENINGS, DIMENSIONS FOR
DOORS, WINDOWS AND GLAZED AREAS.
4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE SUB -CONTRACTORS
OR THEIR REPRESENTATIVES FOR ANY PROVISIONS FOR PROPER INSTALLATION
OF MATEPJALS AND OR EQUIPMENT.
5. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING FOR EXISTING
AND NEW CONSTRUCTION.
SITE WORK
1. COMPLETELY REMOVE ALL TREES, SHRUBS, STUMPS, SOD AND ALL OTHER
ORGANIC MATTER FROM AREA TO BE COVERED BY THE BUILDING.
2. ALL FILL SHALL BE SAND, CLEAN AND FREE OF ORGANIC DEBRIS.
3. ALL FILL UNDER CONCRETE SLAB TO BE DEPOSITED IN THIN LAYERS,
WATERED, TAMPED AND COMPACTED, PRIOR TO POUR.
CONCRETE AND MASONRY
1. FOUNDATIONS AND SLABS ARE DESIGNED FOR SOIL BEARING CAPACITY OF
2000 PSF. ( SOIL UNDISTURBED SAND AND ROCIQ .
2. CONCRETE FOOTINGS, SLABS AND BEAMS SHALL BE 2000 PSF. AT 28 DAYS.
3. C.M.U. FOR LOAD BEARING WALLS SHALL CONFORM TO A.S.T.M. C 90. ALL
OTHER MASONRY UNITS SHALL CONFORM TO A.S.T.M. C 129.
4. MORTAR SHALL CONFORM TO A.S.T.M. C 270 TYPE M. 2000 PSF.
WIND DIEStGN INFORMATION
REINFORCING BARS
Wind design standard ASCE 7-05
Building Code FBC 2014 1. UNLESS OTHERWISE SPECIFIED, REINFORCEMENT SHALL BE NEW BILLET
tic Wed Speed 140 MPH STEEL MEETING A.S.T.M. A 615- GR 60.
Wind Importance Factor 1 ALL REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER.
Wind Exposure Categor d�� SECUURRELY IN PLACE. NS, BEAMS D STIRRUPS SHALL BE TIED SUFFICIENTLY TO HOLD THEM
I ` ternal Pressure C Cle�et _ -I-/- .18
B41ngesign Simple
2. PLACING OF BARS SHALL CONFORM TO CRSI RECOMMENDED PRACTICES
Diaphragm FOR PLACING REINFORCEMENT BARS. ( LATEST EDITION)
R 1 3
Dd 25 pal 3. COVER TO REINFORCEMENT SHALL BE:-
Li30 pe 3' - FOR CONCRETE DEPOSITED AGAINST EARTH.
2" - FOR CONCRETE EXPOSED TO WEATHER. &
1-1/2" - FOR CONCRETE BEAMS AND COLUMNS.
SPEOF WORK LUMBER
9. LUMBER SHALL BE SOUTHERN PINE #2 OR EQUAL AND WOOD CONSTRUCTION
DE (TION SHALL BE IN ACCORDANCE WITH A.I.T.C.
DEAND DISCONNECT ALL ELE FRES AND FITTINGS FROM WALLS
TO BEDE "l
REMOVE ALL AWITIOM WALLS EXCEPT INDICATED ON DEMOUTION PIAN
AND AS SHOWN IN LEGEND, (SHEETA 1 2. ALL WOOD IN CONTACT WITH MASONRY OR EXPOSED TO WEATHER SHALL BE
DISCONNECT AND RE ALL BATHROOM PL AND Fli'F*M PRESSURE TREATED.
REMOVE ALL SHELVES, ARDSATOVE. RE TUR AND SINK FROM
KITCHEN.
NEW WORK3. PLYWOOD SHALL BE EXTERIOR TYPE CDX GRADE AT ALL EXTERIOR FOR
ERECT PARTITION WALLS, INTERItiR . C X N9'ERS, AND SHELVES AS SHEATHING AND ROOF UNDERLAYMENT.
SHOWN IN PLANS, ELEVATIONS AND BE
INSTALL NEW PLUMBING FITTINGS AND FD T'U IN RELOCATED BA
INSTALL SKY LIGHTS IN BATHROOM. 4. STRUCTURAL WOOD METAL CONNECTORS SHALL CONFORM TO THE LATEST
INSTALL NEW ELECTRICAL WIRING AND FITnNGS IN ELECTRICAL REQUIREMENT OF THE FLORIDA BUILDING CODE.
DRAWING. ALL METALS, INCLUDING NAILS, FLASHING, AND DRIP EDGE, EXPOSED TO
RELOCATE A.C. DUCTING AND AND VENTS.
CO.� TO 0 TO FM. AREAL WEATHER SHALL BE GALVANISED, UNLESS SPECIFIED OTHERWISE.
LAUNDRY.
ERECT NEW FENCE, PAVED WALKWAY, HANDRAILS AND RAMP.
1. ALL PAINT L BE PRIMER AND FIN HED COAT.
F1hIE1 PAI L BE EN71H WITHOUT RUNS, SAGS OR DEFECTS.
M POr
J
cr-
COPY
:
INDEX_
SHEET A 101 .... SITE PLAN ELEVATIONS & SHEET A 104... IE1Ri�AL....ti• z �` ��
GENERAL NOTES.
SHEET A 105.... `7 FfANIGA
SHEET A 102.... EXISTING AND DEMOLITION SAF '� " �5k�.11�ah 1
PLAN, NEIN FLOOR PLAN, f`
SECTION &DETAIL, SHEET A 1 Ofi... PLUMBING ALL DRAWINGS -AND VRQ7EN MATERIAL AP.E'ARING HEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHED ARCHITECT
INE /
ENGER AND MA! NOT BE DUPLICA' SEA OR DISCLOSED
WITHOUT WRITTEN CONSENT OF ARCHITECT /ENGINEER.
SHPROJECT NUMBER:
EET A 105.... FOUNDATION, FLOOR, ROOF
FRAMING PLANS, SECTIONS A �I ®°I
& SCHEDULES. SHEET NUMBER:
O
Z
00
Ov
U v
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CF BUILDING SERVICES
design . drafting . Inspection . project management . consultation
9W 39 th. 86ra4 V19M Palm Beach, FL 33487
Tele.: (954) 616-8809 /(561) 283-7000
email: ctacsone@gmaH.onrn
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design . drafting . Inspection . project management . consultation
9W 39 th. 86ra4 V19M Palm Beach, FL 33487
Tele.: (954) 616-8809 /(561) 283-7000
email: ctacsone@gmaH.onrn
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DONOVAN AND RSON' THEREOF, IN BLOCK 2 LAKE BOYNTON
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GENERAL NOTES.
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mi or 5imilar,anchored to existing beam .
V" w/ 8 - 5/&"0 x 4" Ig. anchor bolts and .....
nailed to Dbl - 2x 10 on each face
Q with 14 - I Od nails ...
Uplift 1440# . .
Q
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PROJECT DESCRIPTION
PROPOSED CONVERSION
TO RESIDENCE AT: -
603 NW 1 st. AVE., BOYNTON BEACH
FL. 33426
lEd
---------------- _ -
CONCRETE FOOTING BEARING
CAPACITY 2000 P.5.I.WITH 2 # 5
CONTINUOUS. 4 # 5 X I' -G" LONG
@ 2'-0" DOWELLED AND EPDXIED
G" INTO EXIST. WALL FOOTING.
SECTION
�B
N.T.S. S Z
5/8" CDX ply. anchored to 2x6 studs
w/ 8d x 2'12' nad5 @ G" crs.
%2' gyp5um board anchored to 2xG wood
framing with I%$'ig. type 5 or w drywall
5crew5.3/8" to I " from edges and on 8" crs.
2-2XGWood
ff ader/Jamb framing
or dowel or door.
Continuo - caulking with
silicon weat r ,roof sealant
all around Per. eter.
Continuous caulking with
silicon weatherproof sealant
all around perimeter.
Door or window frame crewed
to P.T. wood buck as pe
manufacturer's 5pec5. pr uc
approval.
ew door or window.
See roduct approval
TYPICAL WOOD BUCK DET,
1-1/2".-V-0"
OWNERS: LEGAL DESCRIPTION
REVISIONS
INDEX
LOT 17 LESS THE EAST 10 FEF=T
No DATE REVISION DRAWN CHECK
SHEET A 101 .... SITE PLAN ELEVATIONS &
SHEET A 104.... ELECTRICAL
DONOVAN AND RSON' THEREOF, IN BLOCK 2 LAKE BOYNTON
GENERAL NOTES.
ESTATES PLAT 1, ACCORDING TO THE
SHEET A 105.... MECHANICAL AND LIFE
SHEET A 102.... EXISTING AND DEK40LITION
SAFETY PLAN
PHONE; (561)441 - 5390 PLAT THEREOF, AS RECORDED INDRAWN
BY: CNF.
PLAN, NEW FLOOR PLAN,
FLAT BOOK 13, PAGE 32, OF THE
SECTION & DETAIL.
SHEET A 106.... PLUMBING
PUBLIC RECORDS OF PALM BEACH
CHECKED BY: DoT,.
STET A 103....PO Al"ION, FLOOR., ROOF
C FL. A.
TGT Nu�sEn:
FRAMING SNS, SECTIONS
SCALE: AS NO'PED
& SCHEDULES.
JAMB DETAIL
r"
2
ARCMT1=f
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT /
ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED
WITHOUT WRITTEN CONSENT OF ARCHITECT / ENGINEER.
SHEET NUMBER: A 102
DRIP EDGE ON I X2 P.T.
T
PRE ENGINEERED TRUSSES AT 2'-0" CRS.ANCHORED WITH
51MP50N STRONG TIE GALV. STRAPS CONNECTED ON
BOTH SIDES OF RAFTERS TO THE HEADER WITH I Od
NAILS - 10 IN THE RAFTER 4 8 IN THE HEADER.
-LA
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Provide Arc
itectural
Type elhinajle
on top of
5/8 CDX Ply,
cont.over
2 or more 5
any With
graln5 perp.
to supports
* anchored
With 8d x 2
1/2 nall5 @
" crs. over
support In the
field * at
4" crs. at drip
edge and
faSCla.
LPRODUCT
APPROVAL #
EX15TING 151-11
ROOF FRAMING PLAN
%4":1'-0"
2 x 12 FA5CIA NAILED 0
EACH TRU55 W/3 I GD
NAILS. 21_011
ove rh a I'i a
I INSTALL VENTS AND FINISH ;
SOFFIT TO MATCH EXISTING.
Y2"HILTI CEMENT BOARD ANCHORED
TO 2"XG" STUDS W/ HILTI CEMENT
BOARD SCREWS @ G" CRS,
STUCCO TO MATCH EXISTING WITH
MIN. 3 COATS CEMENT PLASTER ON
CORROSION RE515TANT METAL -WT
4 WEATHER RESISTANT BARRIER
ANCHORED TO HILTI BOARD
R-19 INSULATION
CONCRETE FOOTING BEARING CAPACITY
2000 P.S.I. WITH3 # 5 CONTINUOUS 4 A
5 TRANSVERSE BARS @ 4'-0" CRS.
W5TING
FENCE
R- 1 0 In�rlulatlon
,5IMP5ON STRONG TIE LT51255
CONNECTED ON BOTH 51DE5
OF STUD TO THE HEADM WITH
8d NAILS. EACH HAVING 8 IN
THE HEADER 4 8 IN THE STUD
2'X44 STUD5 @ I G" CR5. ;
�I
ANCHO9Y;e GYPSUM BOARD TO
2-XG" WOOD STUDS WITH lY8"LG.
TYPE 5 OR W DRYWALL 5CRIW5.%-
TO I " FROM EDGES AND ON 8" CR5.
51MP50 -5TRONG TIE H455
CONNECTED ON BOTH 51DE5 OF
STUD TO 2 X G P.T. BASE PL WITH
8d NAILS, EACH HAVING 5 IN THE
BASE PLATE 4 4 IN THE STUD. BASE
PLATE 2 X G P.T. ANCHOREDWITH !!2
0 X G" HILTI BOLTS DRILLED 19TO
FOOTING @ 2-(7 CRS.
TRANSFER REINFORCEMENT OVER
MONO. FOOTING #4 X 5'-0"LONG
WITH HOOK @ 12" CRS. MIN. COVER 3"
4" CONCRETE SLAB W/G)G
I OX 10 WWM OVER I OML
VAPOUR BARRIER ON WELL
COMPACTED TERMITE TPS: -TED
FILL ON UNDISTURBED SOIL.
BEARING CAPACITY
2000 P.5.F.
-J- -------- -
J-----------------------
--------------------
2'-0"
- -_---- --- -----------------------2'-0" -
SECTION B
N.T.S. S 3
CF BUILDING SERVICES
design . drafting . inspection . project management. consultation
965 39 th. Street, West Palm Beach, FI. 33407
Tele.: (954) 616-9809 /(561) 283-7000
email : cfaceone@grnall.can
PROJECT DESCRIPTION:
PROPOSED CONVERSION
TO RESIDENCE AT --
603 NW 1 st. AVE., BOYNTON BEACH
FL. 33426
LE
® 4" - CONC. 5LA5 Wf 6X6 -
1 OX 10 WW MESH OVER 10
ML. VAPOUR BARRIER ON
WELL COMPACTED TERMrrE
TREATED FILL.ON
UNDISTURBED SOIL.
D BEARL NG
CAPACITY 2,000 P5F.
D I MATCH EX15T.
F.F.L. MAKING ALLOWANCEU ( i
� FOR TILE .
D I #5 I' -G" LG. Q 2'-0"
g O.C.DOWELLED AND
-I-� EPDXIED G" INTO EX15T.
-� WALL FOOTING
I B I
L------ ---
-4
® r l M
OWNERS:
DONOVAN ANDERSON,
PHONE ; (561)441 - 5390
i Li LiL i1 illi LC_ -"! - J ---- !4-.
EX15TING BUILDING
i 1'_I•
PRESSURE
R •
CLADDING
ROOF
Zone 1 17.3 psf. : - 42.7 psf
Aa5T►NG I'51Cr
To BE WARM Zone 2 17.3 psf . -71.6 psf
Ci z 2
Zone 3 17.3 psf : -107.7 psf
FOUNDATION & FLOOR FRAMING PLAN
":1 '-0"
4
WALL
Zone 4 42.7 psf : -46.2 psf
Zone 5 42.7 psf : -57.1 psf
LEGAL DESCRIPTION=
REVISIONS
LOT 17 LESS THE EAST 10 FEET
THEREOF, IN BLOCK 2 LAKE BOYNTON
ESTATES PLAT 1, ACCORDING TO THE
FLAT THEREOF, AS RECORDED IN
PLAT BOOK 13, PAGE 32, OF THE
PUBLIC RECORDF PALM BEACH
COUNTY FLORIDA. .
0
0\\WINPOW
SHEET A 101 .... SITE PLAN ELEVATIONS &
AWMARK,
GENERAL NOTES.
ROUGH OPENING
5CHFt1 UL -F,
TYPE MATERIAL
PRODUCT
APPROVAL
DE51GN PROVED
PRE55URE PRE551LIRE REMARK5
AM
MAR
Width
ROUGH OPNG.
WDW. SIZE
2
�
ATERI
LPRODUCT
APPROVAL #
DESIGN
PRE55URE
+L'.S.F. -P.S.F.
APPROVED
PRE55URE
+P.5.F.-P.5.F.
REMARKS
Width
Haight
Idth
e qht
hk.
2
W 1-Z51
42"
64"
G2"
7/e"
In4jle
um:num
# 09-OG04.20
+255.21
-71.9
None Impact, E ress
9
5
W2- Z
42"
64"
40"
G2"
7/6'
ingle Hun
lum um
# 09-0004.20
+54.17
-58.88
None Impact, Egress
3
W3- Z5
38"
G4"
3G"
G2"
7/e'in
9 le Hun
Alumi"' 4m
09-0004.20
55.0
-73.3 1
None Impact.
I
W4 -Z4
38"
64"
3G"
02"
7/8'
5inqjle Hung
Aluminum
it ,A -0604.20
+54.17
-58.88
None Impact
I
W5 -Z5
38"
50"
3G"
48"
7/e"
5jnc31eHun@
Aluminum
# 09 kO4.20
+55.0
-73.31
None Impact
0
5H UTTER INFORMATION
AMT
MARK
ROUGH OPENING
SHUTTER SIZE
TYPE
MATERIAL
PRODUCT
APPROVAL #
s1suRE
P ROVED
REMARKS
Width
Hey ht
Width
HeI ht
hk
+P.5.F
-P.5.1=.
+P.5.F .F.
7
51
42"
G4"
4G"
68"
N.A
Extruded Panels
Aluminum
NOA# 08-0908.12
+75.00
-75.0
+125.0 -9
Use With non impact wmdo
4
52
38"
G4"
42"
G8"
N.A
E`.xtruded Panels
Aluminum
NOA# 08-0908. 12
+75.00
-75.00
+125. -95.
a6iq with non Impact wmdo
1
53
38"
50"
42"
54"
N.A
Extruded Panels
Aluminum
NOA# 08-+ 125.00
LEGAL DESCRIPTION=
REVISIONS
LOT 17 LESS THE EAST 10 FEET
THEREOF, IN BLOCK 2 LAKE BOYNTON
ESTATES PLAT 1, ACCORDING TO THE
FLAT THEREOF, AS RECORDED IN
PLAT BOOK 13, PAGE 32, OF THE
PUBLIC RECORDF PALM BEACH
COUNTY FLORIDA. .
0
DOOM SCHEDULE
SHEET A 101 .... SITE PLAN ELEVATIONS &
AWMARK,
GENERAL NOTES.
ROUGH OPENING
DOOR 50
TYPE MATERIAL
PRODUCT
APPROVAL
DE51GN PROVED
PRE55URE PRE551LIRE REMARK5
Width
Height
Width
eight Thk
+P.S.F-P,S.F. +P.S.F -P.S.F.
2
D 1
3'-2" G"
I O" 3'-0"
G' -8"
13/4' 15terior
Wood * metal NOA# 12-0,30.
i +35.3 -47.2
+80-00 -80-00 Impact Resi tant
LEGAL DESCRIPTION=
REVISIONS
LOT 17 LESS THE EAST 10 FEET
THEREOF, IN BLOCK 2 LAKE BOYNTON
ESTATES PLAT 1, ACCORDING TO THE
FLAT THEREOF, AS RECORDED IN
PLAT BOOK 13, PAGE 32, OF THE
PUBLIC RECORDF PALM BEACH
COUNTY FLORIDA. .
DATE--
ARCHMMMMeW.
ALL DRAWINGS AND WRITTEN'..=MATERIAL APPEARING HEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT /
ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED
WITHOUT WRITTEN CONSENT OF ARCHITECT / ENGINEER.
SHEET NUMBER: /'y 103
INDEX
SHEET A 101 .... SITE PLAN ELEVATIONS &
SHEET A 104.... ELECTRICAL
GENERAL NOTES.
SHEET A 105.... MECHANICAL AND LIFE
SHEET A 102.... EXISTING AND DEMOLITION
SAFETY PLAN
PLAN, NEW FLOOR PLAN,
SECTION & DETAIL.
SHEET A 106.... PLUMBING
SHEET A 103.... FOUNDATION, FLOOR, ROOF
FRAK41HO PLANS, SECTIONS
& SCHEDULES.
DATE--
ARCHMMMMeW.
ALL DRAWINGS AND WRITTEN'..=MATERIAL APPEARING HEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT /
ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED
WITHOUT WRITTEN CONSENT OF ARCHITECT / ENGINEER.
SHEET NUMBER: /'y 103
--------- -----------------------------------------------------------------------------------------------------------------
'-2" I. 2-5" 121-511 {.� 3'-8" . £ 22-0"
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CF BUILDING SERVICES
design . drafting . inspection . project management. consuftatlon
W5 39 th. Stream, West Palm Beach, FI. 33407
Tele.: (954) 616-98091(561) 283-7000
email: medl.com
ALL ELECTRICAL WORK
TO COMPLY WITH
THE PALM BEACH COUNTY CODE
PROJECT DESCRIPTION:
PROPOSED CONVERSION
TO RESIDENCE AT: -
603 NW 1 st. AVE., BOYNTON BEACH
FL. 33426
T
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ELECTRICAL
LL BRA LL
REVISIONS
N0 DATE REVISION DRAWN I CHECK
lu
SHEET A 104.... ELECTRICAL
STET A 105.... MECHANICAL AND LIFE
SAFETY PLAN
i
{ SHEET A 106.... PLUMBING
I)
a
'O
I - ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL
7M4�*V.1111
sY : Don. D
1��ECT NUMBER:—
ELECTRICAL CODE AND OTHER APPLICABLE CODES AND
i
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RI
Co
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520
5pecial Service peceptacle Cas Noted)
0
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ELECTRICAL NOTES
ELECTRICAL
LL BRA LL
REVISIONS
N0 DATE REVISION DRAWN I CHECK
INDEX
SHEET A 101 .... SITE PLAN ELEVATIONS &
GENERAL NOTES.
SHEET A 102.... EXISTING AND DEMOLITION
PLAN, NEW FLOOR PLAN,
SECTION & DETAIL.
�I
SHEET A 103....FOUDAT'IC�+I, FLOOR, ROOF
FRAMING PLANS, SEC'T'IONS
& SC+iED ILES.
SHEET A 104.... ELECTRICAL
STET A 105.... MECHANICAL AND LIFE
SAFETY PLAN
i
{ SHEET A 106.... PLUMBING
I)
li 12ece le Gimlet @ 15" A,�,�,
I - ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL
sY : Don. D
1��ECT NUMBER:—
ELECTRICAL CODE AND OTHER APPLICABLE CODES AND
GECISTANDARDS.
2)
Ground Pauli Interrupior lzeceptac) a outlet
2- ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND CONDUITS
RUN CONCEALED IN FIN ISH ED AREAS EXCEPT AS SPECIFICALLY
3)
5pecial Service peceptacle Cas Noted)
SHOWN, NOTED OTHERWISE OR APPROVED BY ARCHITECT.
—b}
4)
Wall Switch
3- INSTALL POWER AND CONTROL WIRING * REQUIREMENT
CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEM AS
SHOWN OR NOTED ON THESE DRAWINGS AND PER OTHER
—�3
5)
111ree Way Wall Switch
APPLICABLE DRAWING5/IN5TRUCTION5. SEE AIR CONDITIONING
DRAWINGS.
-O TV
6)
Gable I'M Qutlet
4- MINIMUM WIRE 51ZE SHALL BE # 1 2 THHN/THWN UNLESS
OTHERWISE NOTED ON PLANS. CONDUITS #G AND LARGER SHALL
7)
1"elepk" OWA
BE THW.
SD
8)
Smoke netector
5- ALL CONDUCTORS SHALL BE COPPER.
G- ALL CONDUCTORS SHALL BE RUN IN CONDUITS.
0-
9)
Ceiling Mounted Light Fixture
7- ALL MATERIALS SHALL BE U.L. APPROVED.
0
10)
rece55ed Mounted L iglu Fixture
8 ANCH CIRCUITS SHA BEP OPE
® 11) F luore5cerrt Light Fixture
12) Wall M�al�ted L Ight ixtrare
13) electrical panel
14) exterior Light
15) Cellinq Light / ran
Exterior I rmerror
service lin _...� � � _.t_ 7 � � MAINS 11501
ELECTRICAL PANEL soRATWO
Main Panel ( VOLTAGE
drsc {
200
I-
200amp amp.
I f New POLE TOTAL WIRE WIIIRE TOTAL POLE
12 pole 1 `y I TR#P V.A SIZE DESCRIPTION W W �LO�II alIZE V.A 'QIP
240 VAC.1 L
� � I 2 Fi RE ALARM # 12 800 '-0/1
50N2P 6012 1 2000 #G RANGE 3 4 REFRIGERATOR # 12 1200 20/1
j 5 G D.W.D151-05AL # 12 1000 20/1
30/2 4950 #10 A.C. Comp.
Exist.ground i 7 8
I WATER HEATER # 10 4500 30 /2
9 10
GO/2 10800 #G A.H.U.
ELECTRICAL RISER DIA
1 3 1 2 STACKED W/D # 10 5500 30/2
15 IG Bathroom GFCI # 12 40020/1
30/2 5500 #10 STACKED W/D
17 IS SPACE
�:20A/IPI 1500 Small appliances 19 20 SPACE
TOTAL CONNECTED LOAD (LE55 A.C.) = 4@,800 VA i 20AIIP 1500 Small appliances 21 22 Gen.LightRecp # 12 I 150 2011
2oA/i P� 1 500 Small appliances 23 24 Gen.Light*Recp #1 2 1 150 20/1
OPTIONAL METHOD 2OA/I P= 1500 small appliances 25 2G Gen.Light*Recp #1 2 1 150 20/1
5PACE 27 28 Gen.Light*Recp #1 2 1 150 20/1
15t. 1 0, 000 VA @ 100 % = 10,000 VA.
NEXT. 36,000 VA @ 40 % = 14,720 VA. 5PACE 29 30 Gen.Light*Recp # 12 1 150 20/1
AC HEATING @ G5 % = % 020 VA.
:20/1 1200 #12 DISH WASHER 31 32 Gen.Llght*Re-cp #1 2 1 150 20/1
TOTAL DEMAND = 31,740 VA 20 / 1 4500 #12 GARAGE DOOR 33 34 SPACE
20/1 700 #12 GARAGE LIGHT 35 3G Kitchen Light # 12 800 20/1
DEMAND AMPS. = 132.3 AMPS 5PACE 37 38 Garage GFCI # 12 1 150 20/1
SPACE 39 40 5PACE
THEREFORE 200 AMPS PROVIDED 15 ADEQUATE I SPACE 41 42 5PACE
TOTAL CONNECTED LOAD (LE55 A.C.) = 46,800 VA
OWNERS:
DONOVAN ANDERSON,
PHONE; (561)441 - 5390
- R RLY PHASE BALANCE.
9- CONTRACTOR SHALL SEAL ALL FLOOR OPENINGS WITH A FIRE
SEAL "OZ" FLAME5EAL OR SIMILAR.
10- ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL
STRINGS.
I I - FUSES SHALL BE DUAL ELEMENT TIME DELAY TYPE, UNLESS
OTHERWISE NOTED.
1 2- A/C EQUIPMENT WIRING, BREAKER WITH FUSES SIZE ARE
BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWINGS.
CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL WIRING,
BREAKER AND FU5E5 SIZED IN ACCORDANCE WITH A/C EQUIPMENT
NAMEPLATE REQUIRE ENT5. IF DIFFERENT FROM THAT SPECIFIED
ON THE DRAWINGS AS LL AS MAY FEEDER CHANGES BEING
AFFECTED BY THIS CHA E. CONTRACTOR SHALL MAKE ABOVE
MENTIONED CHANGES AT O EXTRA COST.
13- CONTRACTOR SHALL. C RDINATE ALL H15 WORK WITH OTHER
TRADES IN ORDER TO FURNI5 AND INSTALL ALL CONTROL WIRING
AND RACEWAYS AS SHOWN O THE AIR CONDITIONING
DRAWINGS OR SPECIFICATIONS. 1 IR CONDITIONING DRAWINGS
REFER TO MANUFACTURERS WIRING GRAMS, THE CONTRACTOR
SHALL VERIFY WITH SAID MANUFACTU LL REQUIREMENTS AND
INCLUDE ALL RELATED WORK IN H15 CONT
14- ALL LUMINARIES SHALL BE PROPERLY 5UPPO ED IN
ACCORDANCE WITH THE CEILING SYSTEM MANUFAC PER
RECOMMENDATIONS AND LOCAL CODE REQUIREMENT .
15- RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT S OW
EVERY BEND REQUIRED FOR INSTALLATION.
I G- THIS DRAWING IS A GUIDE FOR THE INSTALLATION OF
ELECTRICAL 5Y5TEM5.
THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE
FUNCTIONAL SYSTEM.
17- ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT
OTHERWISE INDICATED.
18- ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL
TIMES.
19- ACT POINT AND METHOD OF CONNECTIONS SHALL BE
DETERD IN FIELD.
20- ALL WORK LL BE DONE IN A NEAT AND WORKMANLIKE
MANNER.
2 1 - PROVIDE TELEPHON YSTEM AS PER OWNER REQUIREMENTS.
22- PROVIDE SECURITY 5YST AS ER OWNER REQUIREMENTS.
23- PROVIDE ARC -FAULT CIRCUIT I RRUPTER PROTECTION FOR
ALL 15 AND 20 AMPS 1 2 VOLTS BE[) OM BRANCH CIRCUIT
RECEPTACLE OUTLETS. NEC 210.12
24- SMOKE DETECTOR HARDWIRE TO I 10 VO SOURCE TO
BATHROOMS/KITCHEN NON SWITCHABLE, NO GFI LIGHTING
CIRCUIT INTERCONNECTED AND WITH BATTERY BAC -UP.
25- LIGHT FIXTURED IN DAMP/WED LOCATION TO BE LI D FOR
USE.
LEGAL DESCRIFTION:
LOT 17 LESS THE EAST 10 FEET
THEREOF, IN BLOCK 2 LAKE BOYNTON
ESTATES T 1, ACC TO
PLAT THEREOF, AS RECORDED IN
PLAT BOOK 13, PAGE 32, OF THE
PUBLIC RE OF PALMBEACHCHECKED
CO FLORIDA.
REVISIONS
N0 DATE REVISION DRAWN I CHECK
INDEX
SHEET A 101 .... SITE PLAN ELEVATIONS &
GENERAL NOTES.
SHEET A 102.... EXISTING AND DEMOLITION
PLAN, NEW FLOOR PLAN,
SECTION & DETAIL.
�I
SHEET A 103....FOUDAT'IC�+I, FLOOR, ROOF
FRAMING PLANS, SEC'T'IONS
& SC+iED ILES.
SHEET A 104.... ELECTRICAL
STET A 105.... MECHANICAL AND LIFE
SAFETY PLAN
i
{ SHEET A 106.... PLUMBING
PRAWN BY: CNF.
sY : Don. D
1��ECT NUMBER:—
SCALE: I AS NOTE®
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ALL DRAWINGS AND. WRITTEN'MATERIAL APPEARING HEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT/
ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED
WITHOUT WRITTEN CONSENT OF ARCHITECT / ENGINEER.
SHEET NUMBER: A 104
31
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design . drafting . inspection . project management. consultatlon
965 39 th. Steri, West Palm Beach, Fl. 33407
Tele.: (954) 616-9809 /(561) 283-7000
email : dacsone@gmall.com
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965 39 th. Steri, West Palm Beach, Fl. 33407
Tele.: (954) 616-9809 /(561) 283-7000
email : dacsone@gmall.com
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SECTION & DETAIL.
SHEET A 106.... PLUMBING
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—,REQUIREMENTS FOR OCCUPANCY.
rI ZOCCUPANCY TYPE: R
GROUP R-4
l I 1
_-� '=-�---CLASSIFICATION: RESIDENTIAL CARE ASSISTED LIVING
1111�J_L =_ =LLL __ ___ 11 J L 111 J_L11LE LLJ.11-1 LI�L -- -- FACILITY - F.s.c.4s4
FOR BEDROOMS
EACH BEDROOM MIN SIZE 120 SQ.FT. TO ACCOMODATE TWO PERSONS.
� THREE BEDROOMS PROVIDED TO ACCOMODATE SIX PERSONS.
FOR GENERAL AREA
LIVING & DINING MIN 225 SQ FT. ENCLOSED PATIO MIN 192 SQ FT.
REQUIREMENT IS 35 SO. FT. PER PERSON X 6 = 210 SQ.FT
THE TOTALS PROVIDED IS OVER 417 SQ FT.
u
BATHROOMS
81- 1111 TWO PROVIDED 14TH EACH HAVING SHOWERS WITH GRAB BARS ALL
AROUND AND NONSKID FLOORS. ONE LAV BASIN, ONE COMMODE ANI
---------------------------------------------------------- A 3'-0" WIDE DOOR THAT CAN BE CLOSED FROM THE INSIDE.
FIRE ALARM NOTES
PARTY WALL ADJOINING RE511)ENC E FIRE ALARM CONTRACTOR TO PROVIDE SHOP DRAWINGS TO INCLUDE
i ; 1 i i ' ' � ' I ' ! CALCULATIONS &LAYOUT OF SPRINs:L1R SYSTEM .
JJJJ JJJJJ
JJJJJJJJJ
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SJJSHOER -JlJJ�JJJJ = -
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PROJECT DESCRIPTION:
PROPOSED CONVERSION
TO RESIDENCE AT: -
603 NW 1 St. AVE., BOYNTON BEACH
FL. 33426
33
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OWNERS:
DONOVAN ANDERSON,
PHONE; (561)441 - 5390
LEGAL DESCRIPTION:
LOT 17 LESS THE EAST 10 FEET
THEREOF, IN BLOCK 2 LAKE BOYNTON
ESTATES PLAT 1, ACCORDXNG TO THE
PLAT THEREOF, AS RECORDED IN
PLAT BOOK 13, PACE 32, OF THE
PUBLIC RECORDS OF PALM BEACH
COUNTY FLORIDA. .
D
I�
�F
n
J
FIRE IFE SAFETY LEGEND
SYMBOLS PTIII
❑P
XULL STATION
U
HOR,, TROBE
.... SITE PLAN ELEVATIONS &
LIGHT STROBE
s�
SMOKE DETECTOR
®
EXIT LIGHT
O
FIRE EXTINGUISHER
EMERGENCY LIGHT
COMBINATION EXIT / EMERGENCY
LIGHT
EXISTING AND DEMOLITION
SAFETY PLAN
DRAWN BY: CNF.
REVISIONS:
INDEX
NO DATE REVISION DRAWN CHECK
SHEET A 101
.... SITE PLAN ELEVATIONS &
SHEET A 104.... ELECTRICAL
GENERAL NOTES.
SHEET A 105.... MECHANICAL AND LIFE
SHEET A 102....
EXISTING AND DEMOLITION
SAFETY PLAN
DRAWN BY: CNF.
PLAN, NEW FLOOR PLAN,
SECTION & DETAIL.
SHEET A 106.... PLUMBING
CHECKED BY: Don. D
SHEET A 103....
FOUNDATION, FLOOR, ROOF
PROJECT NUMBER:
FRAMING PLANS, SECTIONS
SCALE: AS NOTED
& SCHEDULES.
g
S3C�L
IPE -#--
ATE
E -#`ATE,
ARCWftCt'/94aDa=
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT /
ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED
WITHOUT WRITTEN CONSENT OF ARCHITECT / ENGINEER.
SHEET NUMBER: A 105
A
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
CF BUILDING SERVICES
design . drafting . inspection . project management. conswiWon
90 39 th. Sbust, West Palen Beach, Pl. 33407
Tele.: (954) 616-9809 /(561) 283-7000
email: maH.com
PROJECT DESCRIPTION:
PROPOSED CONVERSION
TO RESIDENCE AT: -
603 NW 1 st'. AVE., BOYNTON BEACH
FL. 33426
OWNERS:
1 K{7
LEGAL DESCRIPTION:
LOT 17 LESS THE EAST 10 FEET
THEREOF, IN BLOCK 2 LAKE BOYNTON
ESTATES PLAT 1, ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN
PLAT BOOK 13, PAGE 32, OF THE
PUBLIC RECORDS OF PALM BEACH
COUNTY FLORIDA. .
REVISIONS:
INDEX
SHEET A 101
SHEET A 102....
SHEET A 103....
.... SITE PLAN ELEVATIONS &
GENERAL NOTES.
EXISTING AND DEMOLITION
PLAN, NEW FLOOR PLAN,
SECTION & DETAIL.
FOUNDATION, FLOOR, ROOF
FRAMING PIANS, SECTIONS
& SCHEDULES.
NO DATE REVISION DRAVM CHECK
®RAWN BY: CNF.
CHECKED BY: Don. D
PROJECT NUMBER:
SCALE: AS NOTED
SHEET ,IA 104 ....ELECTRICAL
SHEET A 105.... MECHANICAL AND LIFE
SAFETY PLAN
SHEET A 106.... PLUMBING
1:
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT /
ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED
WITHOUT WRITTEN CONSENT OF ARCHITECT / ENGINEER.
SHEET NUMBERA 106