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DATA
SCALE
FG
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'\gco G iota No.
A -�� Gla►�'
JUL 91
1993 ,,7
SHEET
pA
Building and Zoning
r: 1 �^
Aw of
OP SHEETS
i
REVISIONS 15Y / DATE
341 �II
2X6'9 • I'-4" OL, W/ I/2"OX10i1
4" .R> IW. CONC. SLAB A 5,'9 • 4'-0" OL. (MITT W/ " 2X6'8 i V-4" OAC, W/ Irl,"0X IOk --
" BOARD ON BITUM) '� IhF. CONC. BLAB AJ5.'S • 4'-0" O,G, (MK (2)/ r 1 :� i
W/ "FIBER MESH" REM- R 1 �8N REM- 1 �, ; : 1 d.1f r� L;:.,,...r K "r, 1m
L:
' FORCEMENT ,
"'FIdE BOARD ON BlTirf) i d' <t t �'n Fye•
FORCCHENT
STUCCO ON PAPER 15AGC METAL META
STUCCO ON PAPER BMETAL
LATH ON Irl" GDX PLYWOODSTUCCO
ON 1/2" CDX PLYWOOD d' I
I `*
`
to MIL �W� EpTWEL / rj, 0 NIL poLyelve
77
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HEADER BLOCK T-'P. Y/ /x ( I (P
A
b» " r ' DER BLOCK T1'P.isil
RrNF. GoNc. FOOTING- � RE1AF. CGNC. FOOT NG "�f �•
-D X10" (3) 5'8 xqh� ��:4 I ;
=t 2'-10"XI'-0" W/ (3) 5'9 �.•d
CONT. AND (1) • 4 R GONt. r
CROSIO NG • 4'-0" •....a .aT AND !11 • 4 A 53
O.C. ON GLEAN COM- ,r•. v° .�.�>. �. CROSONG
- I N
DAG. ON CLEAN COM- w a �
PACTED BOIL. PACTED SOIL. �I I J
2'-V"
V
SECTION
SECTION
i I �'
- 2X6'8
At 1'-4" OC. ON P.T. PLATE
W/ 1/2" 0 X I&A.B. • 4'-0" , , Yl ■_■$ -
_ OAC. (M rT`l TWO/ BOARD) 2 X to S � I -q�p.G.1„1� ( �, I I � 3 1-�I I 11'-�Cy" 3 I-oil
I k X 10 A�l3 5 (51/2" EXP. MATERIAL
I 4" RE IT�F. GONG. SLAB �-O���.(HIN.TLJGj/F}OAtZD�
W/ T15ER MESH" MIN 4" REMF. CQWi B
SLAk I I oNG• L,rs.
I FORCEMENT _ q-q K iW. acyl•(•, �r-.s� LJ� W/ "FI[3ER MESH" FIE rN-
Cox
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Cv - I0/10 W.W.ri, p e I xJW4L•.L.
(am'IL P Y>rrilk r' „ 7
Q a -
`�AF'o1z &ARK. � . ^ � J _x'" �/f w 1 •a \' � �/ �f /` y �d �"`f I �+
1 1 11 I'
11
(3) j'cj .CT. ``•��, e ��,❑. `� lr -1�II
INF. CON0. FOOT rNG-
.�• 5 t v �•` `T
SECTLQN SClo�i .,
SE C�I ON
f
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4" RAF, eONc. SLAB ,
2 I�►S r(p" O.G. W/V,;'' . W "FIBER MESH" REN_ 85 RE15AR I I _ _j -
�K Q.�S@•4 aO.G. � ..
(MIN. (Z)/PG4,pp ot, FORCEMENT - ( TM
Wf F1�3�1�MESH NF. gTL1G[.0 �70 Pam
9:4ck I-ML, Lege oN � r " 811 _ - _
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MELS W G p�
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F �I.6 To pLa�e �apgA: p
Fc7(ING AWACENT To Ho1,Pl W., -
70 •-
=`:a"I 'r u of THt GATS-P Oa4,114
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C �y� � �,w�'• C.O�• AND M#q• GfzoFfi l NG
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CHECKED
' DATE
4'-5'I 41-311 81i71" I�'-/l►" 1- ,f 11
SU S� /21-411 /
1 h scALE1/411 11-011
NOTE x ALL SLA55 .SHALL BE 44 IN DEF`rk , 2,500 P.B REINFORCED 3�I-o„ ,JOB NO. 9318
CONCRETE OR GLEANEQ , Il�l3 rt TRr=ATED , COMPACTED FILL [�
c.aD D. 31 S1=ND
UNLESS OTHERWISE NOTE1�, C 2AOO P.5.1. GONG. REINFORGED
W/ 6X&!10-10 1111.1111. OR MANUFACTURER SPECIFIED " FIBER
MESH" SHALL BE ACCEPTABLE.)
�� °►HEEL
Poria AT I.01�L_ EJ A- �4
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341-511 '
REVISIONS 13r i DATE
A I1'-O" 31_6"
A6
30 5H 30 10 51-1
7
GENFRAL,ANOTES &-RE�U1REMENTS _ 7,q 1. The construction work shall comply with all Federal, State and Local
regulations as they apply to this project along witth all the requirements of the Standard f ~
/. z
Building Code, Southern Building Code Congress;, latest edition. A6 -9 � I I/ J!Y A�6 -
2. Provide G.F.I. circuits at all outside; and bathroom receptacles. TER alllTEE
m "''
� E.
t scale the drawings, Dimensicons shall govern in all instances. Report '- " '_ 1�
3. Do not g , g Po � 5 4 4
any discrepancies to the Architect before proceeding with the work. -
4. Plans assume all soil`bearing capacityy 2500PSF. If site conditions exist to the
contrary, notify Architect in writing before proceceding with the work. �, yno
/.
5. The entire area under and within V' (Y' outside of the building, drives and
walks shall be cleared of all topsail trees, vegetatiion, roots and other organic matter prior
to starting construction. t - N
'^�F42--OZRo eL�A C� y �, 19
ACE To E
6. Fill the site as required with goad clean granular sand in loose layers _ BY TRACTOR (z) 3fd80 FR
between 12 and 24 inches and compact by vibrratory rollers to 95% of maximum dry I "" "t
density as determined by a modified Proctor Cormpaction Test (ASTM D-1557). Verify
compaction results with tests by a Florida Registtered Testing Laboratory. Proof roll the I �� -_1
area under the building prior to filling.
7. Treat the entire area under and witlhin4 5'-0" of the building for subterranean 3 _-(�� _ �� 1-011 "
I1 6 3
termites. Provide renewable band against such) damage for a period of one (1) year
following date of final completion. [AREA ROOM _
r �� � w
8. Provide (4) concrete cylinder tests fcor each 50 cubic yards or fraction thereof a A(,
of-concrete placed in foundations, columns, bearms and supported slabs. VAULT
9. All concrete shall achieve 2500 P'.S;I. bearing capacity in 28 days. All
concrete shall be ready-mixed in accordance with A.S,T,M. specifications. N
10. All reinforcing steel shall be new, billet, deformed steel A.S.T.M. A-615
Grade 60.
11. Slope all sidewalks away from building at 1/4" per P-0". Light broom finish I
all sidewalks, stairs, and ramps. Score concrete irn pattern indicated. Bullnose all exposed Q wIN1= �� LINE o� FLOOR v�
concrete edges. See architectural floor plan for pattern.
12. All concrete floors shall receive a smooth trowel finish except as noted. AN
F I ' r
13. Provide 1/2" asphalt impregnated expansion joint wherever concrete slabs butt � �
.any vertical structure. }
4070 5N
14. All lumber in contact with masonry+ or concrete shall be pressure treated. A f� w""'" �� -"�"� �� 41
15. 'Subcontractors shall be responsitble for protecting adjacent structures, �, W C:LG
equipment, streets, sidewalks, landscaping and ewisting construction. Q 0
KITCHEN
16. . All shelving shall be ventilated vinyl coated steel rod supported at 36" O.C. � I out I 10, CLCa
max. All closets to receive one (1) shelf. All linen, broom and pantry closets to receive
four (4) shelves. f L
DINING
17. All water piping within residence shall have vacuum breakers, _ � -
18. All trusses shall be 2'-0" Rl=� �'001'�'1
O o �, I
centers with temporary and final bracing in strict 10' cLG `
accordance with the manufacturer's specifications. Roof trusses shall be designed and
certified by a Florida Registered Professional Engineer. Submit shop drawings for approval
2668 - I r
prior to fabricating trusses. All, bearing walls shall be 2x4 stud framing-unless noted 3'-10" '_10' ,_106 '_�" 10 -011
a
otherwise. Corners and bearing,points`,shall be filled solid with jacks and spiked. Top � _
bearing plate shall be continuous'with.lapped joints and corners. Provide outriggers on all
gable ends. Strap each truss to top bearing plate and 2'-0" dawn onto. 2x4 stud @ 4'-0"
O.C. and at corners. See roof plan for general layout and pitch. rov ho drawings-
shall
rawl s
shall sugercede this framing, l�a6. ��
5'-oil
19. Ceramic tile: interior, coefficient of friction minimum (min.) .6; exterior uses
sTA1r5:
and interior -- wet. coefficient of friction min. .8, unglazed. 18 R
15 T w 10.25 .
20. This is a "Builder's Set" of construction drawings. It is not the intent of these P NOSING �^
drawings to show every deta "of construction. The builder shall be responsible for - UP I �
supplying additional and/or supplemental information required for this project. It shall be �Q � �
the builder's responsibility to check, verify and coordinate dimensions, bearing points and �� ,- „ 20' 6" m
loads, construction details, nates and all phases of construction required to complete this �'0
project, All finish and equipmpt selections shall be verified with the'owner/builder. 30. SH
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21. Prior to commencement of site work, the contractor shall be responsible to
locate all utilities and irrigation lines and report any conflict with this set of plazas in writing
to architect. ! a
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41
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211441
19,010 OHP ,.., DR.4lt�l
30 0 SH J
d;-5.. 4'_3„ 3'_2�� 4'--10" I�'_,m�� �_���,
CHECKED
DATE"
4. S'-8" 26'-411
AREA: 'z'�
HEATED AREA �c.�.E 1/4" = 1 ' _011
GROUND FLOOR 15-18 SQ.FT, J05 NO.
sFECOND FLOOR 829 SQ.FT. 9318
F I R5T FL 00� FLAN TOTAL HEATED 240 Q. c,aDD. 3181=1_1 L 1
GARAGE 409 SQ.FT,.
1/4 11-011
5ALCONY/COV. 349 SQ.FT. EET
PORCH � �3
TOTAL 315 SQ.FT. A:
14 OF SHEETS
-
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REVISION$ 1:3Y / DATE
P�6 A6
YS^IM \N 1217_8 ►► ►
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11_511
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3068
1
PLANT SHLF. 30468 FIXEp (2) 306a 3068 FIXED V '
16" FLOOR TRUSSES • 2'-0" O.C.
- 1
'z OPENED r
To z6ra
cn
PELOW `
BEDROOM #2
(TYP.) 9' CLG
STAIRS '
1 ,
0 305 8 N `Q
n = '-O' 201-411
'-311 �s '
e
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0 -3 1/2" X 16" GLUELAM _ rf
• O I I I I �� _,r •: : (2) 3068 FR
2 X I0a 16" O.G.
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❑ nig;� o11 -11-211 � 1 '-1m11 ►'M
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SECOND FLCO� ffi�,4M1NC-; PLAN � 1 r
GOOF PLAN
1/8" - 1'-01, a 3050 814
4'-311 3'-211 101
-011 131-211 DRAWN
NOTE: PRIOR TO TRUSS FABRICATION, THE /" J�
CONTRACTOR SHALL 5r= RESPONSIBLE G CHECKED
TO PROVIDE A SIGNED t SEALED SET 35'_011 A$
OF TRUSS DRAWINGS TO THE ARCHITECT. DATE
ALL SIDE WALL FINISHES SHALL END 1 I/2" OFF OF SCALE ND� p
ALL ROOF SURFACES. THE CONTRACTOR SHALL BE 5 E C O)N D F L O O fit I �....AN
RESPONSIBLE To FLASH AND .COUNTER FLASH ,/��� s 1,_0�� J05 NO. 9�,�
JUNCTURES OF SIP WALLS t ROOpS. PARTICULAR
ATTENTION SHALL BE GIVEN FLASHING AND COUNTER C.Al7D. 3 8
FLASHING OF ALL EXTERIOR DOORS. r (� , FL f L.
,. SHEET
r; `�2� op SHEETS
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R:VISIONS BY / PATE
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REVISIONS BY / DATS
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'411 -�� i1 A� 1/41' — I'-e? b,fv
P Irt� s -tIL�. oN 460Io r _
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RrEVISIONS 5Y / DATE
I I ,
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LECTFZICAL LE�EN� To
c� I I
Q IIOV DUPLEX RECEPTACLE SINGLE POLE SWITCH mil' �--------"
IIOV DUPLEX 1/2 SWITCHED 3 WAY SWITCH I I
IIOV DUPLEX GROUND FAULT WITH IMM �tT
SWITCH I DIMMER I i
IIOV DUPLEX WATER PROOF p . 1
220V RECEPTACLE EXHAUST I=AN J
W w
COUNTER TOP DUPLEX ® / LIGHT COMBO
17 � .•
❑i JUNCTION BOX
RECEPTACLE MOUNTEp ® 42" AFF.
FLOOR MOUNT RECEPTACLE. 118P SMOKE DETECTOR �� ��� �, 7
DEDICATED GIRGUIT LIQ CABLE TV
- CEILING MOUNT INCANDESCENT ® P►-ZONE
I
.M
a' DISCONNECT I �
}r�} WALL MOUNT INCANDESCENT
8 METER p��l- LIGNTINC� ` *
-{ - RECESSED INCANDESCENT star
THERMOSTAT
�} WATER PROOF INCANDESCENT SPEAKER
EYEBALL ELECTRICAL PANEL
EXTERIOR FLOOD LIGHTS CEILING PAN (PRE-WIRE)
r� FLUORESCENT TUBI^ I
, L4 SURFACE OR PENDANT
MOUNT TRACK LIGHTS
-- I _ I I,Ar•17 taE LiGNYI�� .
_ -; �� pool L I GFI•(�tlG
5LECTRICAL NOTES
I. ALL WIRING AND EQUIPMENT SHALL CONFORM
TO N.E.C. , ALL LOCAL RULES AND
ORDINANCES OF LOCAL GOVERNING 130DIE5 q x,+
HAVING JURISDICTION . ill
2. ALL WIRING AND EQUIPMENT SHALL CONFORM
TO O.S.H.A GUIDLINES WHERE APPLICABLE.
3. PROVIpE AND INSTALL SMOKE DETECTORS , / \
WARD-WIRED W/ BATTERY 13ACK-UP.
4. MINIMUM BRANCH CIRCUIT WIRE SIZE • 14. �-• �
5. ALL PANS SHALL B1r INSTALLED W/ RHEOSTATS. I _
6. THE CONTRACTOR SHALL VERIFY LOCATION
OF ELECTRICAL SERVICE W/ LOCAL UTILITY. ---- I
TS AT EXTERIOR, AND IN G
�1. PROVIDE G.F.I. OUTLr EXTI"
BATHS )GARAGE , AND KITCHEN AS RrHOUIRED 1:3Y ��FI
N.E.C.
8, CONDUCTORS AND CIRCUIT BREAKERS SHALL BE
VERIFIED BY CONTRACTOR WITH EQUIPMENT MANU-
FACTURERS SPECIPICATIONS.
S. NO ALUMINUM CONDUCTORS SHALL BE USED. H27
3 I AHU 2 WH Gbu
4
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• � LJ ( I DRAII�I
Da
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1 I I CNI"G�D
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DATE
Lam; 7 � q3
SCALE �/�I� = ]/-0.11
la voi y 5r_ g -
JoB NO. c T8
�GROUNLD FLOOR ELECTRICAL_ FLAN �u
SEGONID FLOOR ELECTRf C;AL FLAN ��� SHEET
fir- Op SWEETS
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