HomeMy WebLinkAbout131 Woodridge Trl 04-2422 AdditionPermit # : k C!'A a
Job Address: 12) td (3 a�
Description of Work;__( (�.;� j E
CITY OF SAND ORD PERMITAPPLICATION
,;
.)ate:
'.� `,l d /o _l
%%�
Historic District: Zoning: Valuc of Work: $ Oulu -
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarai Pool '
Electrical: New Service -- # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Caic. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines It of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Conunercial
Occupancy" f'ype: Residential Commercial Industrial 'Total Square Footage: l 0
.Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: V 6_ S _ Q 00 0 — Q 9 9 o (Attach Proof of Ownership & Legal Description)
Owners Name & Address: �7M a 44%1 Q W G• Q/,�/�(� `IL I s t Q. 1+ l 1 !� e
131 �%UUfi� R 4- tea. SaP-Po go ,_ ��- �Ja�-%�� Phone:
Contractor Name & Address:
Phone &Fax; y0� ac� 3� G Ta� Con f Persoit: y^ �(t 1., bbjjti" `/d % jD - 3/(%
Bonding Company:
Address: %i % _ tilt
Fi Ilnt n -/
Mortgage Lender: / ! 1 e 4 m a + I a (I rk�
Address:
Architect/En ineer: t ,J t , i
g / i �! (� I e«, L' 1 %1�3Dr
Address: 70� . I L� �e Ca u Fad %33
Application is her made to obtain a permit to do the work and installations as indicated. 1 certify that no work or,�;swlla*1 r has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this Iun'!M Mn. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IIEATERS,'FANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information'is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT' WITII YOUR LENDER OR AN
ATTORIgF Y BEFORE RECOi:DiNG YOUR NOTICE OF COMMENCEMENT.
NOTICE: hi addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
l
Acceptance c erittcnI tidll notifthe wnf thrrty of the requirc'$igacontra or/Agent Date
Print Owner/Agent's Name P�Cc'rtractor Agent's Name
t�, t� /�a*OF
c� 4fe Gl � ��`� b .r�ri /zSignature of Not' -State oMy (OO L SSIOPI jtcDU U9G A3 $ignatu� ofTblai y-State Of tda
EXPtItPs: February 2tS, 2tNX !+ �� � : PATRICIA A. MANN
t-tW(o- NorAnv FLNo Service & Dondirro, Im.�y MY COMM iBSION ;t OD 09332"/
Owner/Agent gent is �( Pcisonall Known to Nlc or °� EXPIRES: April 5, 2006
b \ Y Connector/Azen[ is f er- n,iljx„�howrPtebi'N1`�hrty(VotaryPublN.,UndeWturs
_ Produced (U _ Produced lD •,,�., �.�.,,wn . ,A
AP['LICAT[ON APPROVED BY: Bldg: _
(lmt:al & Date) (Initial & Date) (Initial & Date) (initial &Dam!
Special Conditions:
v
4" RECESS
as Fdn. Plan)
F.F.
13 SECTION @ SHOWER
SCALE: 1/2" = 1'0"
W-4" 15'4"
f i-011
3'-O" I f I
3 '
1---I-------
--------- -
I
i
3
I tv
w � '
r 31_011 13
-S
4 �
y-----------------------
— - 21 3�� 1�-8�� 21-211
1
4" 2500 PSI CONC. SLAB W/
6x6 10/10 W.W.M. OR (FIBERMESH/FIBERMIX ADDED
TO THE CONC. IN ACCORDANCE W/ MANUF'S —
I
�i
INSTRUCTIONS FOR, NER-2$4 FOR FlBERMESH, OR
NER-414 FOR FIBERMIX, OVER 6 MILL VISQUEEN 13
VAPOR BARRIER & TREATED FOR TERMITES '- 1
OVER 6 MIL VISQUEEN VAPOR BARRIER I -
_ OVER CLEAN COMPACTED SAND FILL ^
OVER UNDISTURBED EARTH STRIPPED OF �J
VEGETATION AND TREATED AGAINST TERMITES o a cq
N— — — — — — — -T—
BATH \\\\\EJCING\0i
DOWEL - SE
FOUND. PL.
FOUNDATION FLAN FOR LOCATION 4" SLAB
I
PORCH FIN. FLR.
100'-0" FIN. FLR. (See Fdn. Plan)
-------------
1/2' EXP. JT.
4 PORCH STEP DOWN
" SLAB
--- - F.F.
3 THICKENED EDGE
NON- BRG SCALE: 1/2" = 1'0"
EXTERIOR OFENIN(S SCHEDULE
OPENING:
DESIC-sNATION
DESCRIPTION
WIND (PSF)
PRESSURE
R. 0,
LINTEL.
(LENGTH)
O
SCxD 6068
24,"1 / -32.4
i4-1/4" X 81"
81216�5/1T
u
O
12'-O" X 6'-8" SCxD
23.2 / -29.3
146-1/4" X 81"
8F16-15/IT131-4"
WINDOW D5L 25S�
24,'� / -32.4
-14-54' X 63
8F16-15/IT
.I-6
3 O
1$
O
WINDOW 1/2-35SP
25,S / -28.1
21-1/8" X 63"
8F16 -6 /IT
OWINDOW
I/2-34SN
25,9 / -28.1
21-1/&" X
50-5/8"
81=16-15/IT
3'-6"
(p
O
GL. 5LK, 32" X 24"
25.S / -28.1
32-1/2" X 24-1/2"
8F16-15/1T
4'-D°
FINISH
GRADE
2 # 5 REBAR
e 00
"16-
1 ONE STORY FTG
BEARING SCALE: 1/2" = 1'0"
N
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H, V. A, G. PLAN
DASHED NEXAGxON
INDIcaTE5 1/2" AS
6 32"' OC VERT FOR
WALL / WALL
INTERSECTION
REVISIONS
AREA ANALYSIS
Addition 760 S. F.
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SHEET NO.
or
LAST PLOT DATE:
April 14, 2004
REVISIONS
EXISTING
BATH 02
TRUSS LAYOUT
r"nAIW;=r-TnQ Ar-WRUILE
CONNECTOR
BRAND
FASTENERS
TYPE OF CONNECTION
ALLOWABLE UPLIFT 0
LOCATION
META 16
SIMPSON
(10) Iod x 1-1/2" NAILS
ALL TRUSSES TO MASONRY
i24A LBS,ccl
Iio
ALL MASONRY/TRUSS LOCATIONS
M�"f� L�
,yb (GIRDER) '�""51�ZAPy
26
o
LEFT ELEVATION
SCALE: 114" ■ I'-0"
fREAIR ELEVATION
SCALE: 114" ■ P-O"
NEW CONSTRUCTION
NEW CONSTRUCTION
IRIGHT ELEVATION
SCALE: 114" = 1'-0"
AREA ANALYSIS
Addition 760 S. F.
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SHEET NO.
OF
LAST PLOT DATE:
April 14, 2004
REVISIONS
P.
SAFE L
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
OAD TABLES
8" PRECAST & PRESTRESSED U-LINTELS
GRAVITY
TYPE
LENGTH - _ _
$U8
8F8OB
BF12.0B
BF16OB
8F20OD
8F24.0D
BF280D
BF32.OU
BF8-1B
eFl2.1B
BFl61B
BF20.1B
8F241B
8F281B
BF32.18
2'•10" (34") PRECAST
2302
3166
4473
6639
7526
9004
mu
119" 6
3166
44713
6039
7526
9004
]0472
11936
3'6" (42") PRECAST
2302
3138
33T1
4689
6001
7315
800
9947
3166
1173
6039
7526
9004
10472
1193E
4' 0" (48") PRECAST
2029
2325
2496
3467
4438
5410
CJ84
7358
2646
,1473
6039
7526
-
9004
10472
11936
4'-6" (54") PRECAST
1651
1787
1913
2657
34U3
4149
4896
5fih4
2110
4027
6039
-
7526
9004
10472
9668
5' 4" (64") PRECAST
1184
1273
1301
1809
2317
2826
3336
''M6
1665
2889
5057
6096
5WO
6424
5'• 10" (7 0") PRECAST
972
1DDo
1059
147a
18a9_
2304
2721-
1459
_
2464
4144
5458
4437
5280
E4585
6'-6" (78") PRECAST
937
1255
2101
3263
2'/46
3358
3971
1255
2101
3396
5260
7134
8995
7'•6" (90°) PRECAST
767
1029
1615
2385
1994
2439
2886
3333
1029
1675
2610
3839
5596
6613
5047
9' 4" (112") PRECAST
573
632
1049
1469
1210
1482
1154
2027
768
1212
1818
2544
3469
4030
3127
10'•6" (126") PRECAST
456
482
802
1125
9l5
1122
1328
1535
658
1025
1514
2081
2774
3130
2404
11' 4" (136") PRECAST
445
598
935
1365
1854
2355
1/93
2075
598
935
1365
1854
2441
3155
4044
12'•0" (144") PRECAST
414
5-15
864
1254
1689
2074
157U
1818
555
864
1254
1691
2211
2832
3690
13'•4" (160") PRECAST
362
427
726
1028
1331
1635
1224
1418
485
718
1076
1438
1855
2343
2920
14'•0" (168") PRECAST
338
381
648
919
1190
1462
1087
1260
455
700
1003
1335
1114
E53
2666
PRESTRESSED
N.R,
NR
NR
NR
NR
NR
NR
NR
465
165
1370
2045
2610
3185
3765
15'•4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
695
1250
1855
2310
2890
3410
17'•4" (208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
1800
2200
2600
19'•4" (232") PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
240
400
750
1090
1400
1720
2030
21'•4" (256") PRESTRESSED
N. R.
NR
NR
NR
NR
r!k
l83
330
6l0
94U
34
134U
1780
2110
22'•0" (264') PRESTRESSED
N. R
NR
NRNR
Nk
NR
NR
NR
160
300
570
870
1250
1660
1970
24'-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
130
1 2.10
470
720
1030
1350
1610
' rA
r' •
O
aU0 0 a
8F16.1B/1T 8RF14.1B/1T
N5 REBAR AT TOP
MIN. (1) REQ'D
1.1/2"CLEAR
r
r
C.M.U.
"
GROUT
L
;D
u5 REBAR AT BOTTOM
O n
OF LINTEL CAVITY
-- BOTTOM REINFORCING
7.5/8"ACTUAL PROVIDED IN LINTEL
(VARIES)
Er NOMINAL WIDTH
TYPE DESIGNATION
F = FILLED WITH GROUT / U = UNFILLED
QUANTITY OF 06 REDAR A
BOTTOM OF LINTEL CAVITY
8F16-1B/1T
�
J L
NOMINAL WIDTH
QUANTITY OF u5
NOMINAL HEIGHT
REDAR AT TOP
MATERIALS
1, f'c precast lintels = 3500 psi.
2. f'c prIptres d linto�� � 60 10 psi.
3. t'c grc�u =, Oq sxl�'W���ff,,r1aximujn �/8,Aggregate.
4, Cang rrV:4;, so ry'Llri I(CMU)`,per A� TM `C90 w/
minimum not area compressive stren,kW' 1900 psi.
5. Rebar provided in precast lintel per ASTM AG15 GR60.
Field rebar per ASTM A615 GR40 or GR60.
6. Prestressing strand per ASTM A416 grade
270 low relaxation.
7. 7/32 wire per ASTM AS 10.
8. Mortar per ASTM C270 type M or S.
GENERAL NOTES
1 ; Provida full mortar head and bed joints.
2 Shore filled lintels'as required.
3, ,Inst,allatio'n of lintel must comply with the architectural
and/or structural drawings.
4. Lintels°are manufactured with 5-1/2" long notches at the
ends to accommodate vertical cell reinforcing and grouting,
5. All lintels rnoet or exceed L/360 vertical deflection, except lintels 17'•4" and
longer with a nominal height of 8" meet or exceed L/180.
6. Bottom field added rebar to he located at the bottorn of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for
mechanical anchorage.
8. Cast -in -place concrete may be provided in composite
lintel in lieu of concrete masonry units.
9• Safe load ratings based on rational design analysis per ACI 318
and ACI 530
SAFE LOAD TABLE NOTES
1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled
lintels must be reduced by 20% if bearing length is less than 6-1/2".
Safe loads for all recessed lintels based on 8" nominal bearing.
2. N.R. = Not Rated.
3. Safe loads are total superimposed allowable load an the section specified.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by
providing addional reinforced masonry above the precast lintel,
6, One 117 rebar may be substituted for two f6 rebars in 8" lintels only.
7. The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting moment and shear at d•away from
the face of support.
8. For composite lintel heights not shown, use safe load from next
lower height,
9. All safe loads in units of pounds per linear foot.
(("�X
UPLIFT
LATERAL
TYPE
LENGTH --_
8F8 1T
8F12.1T
8F16 1T
8F20 1T
8F24-1T
8F28-IT
---
8F 32.1T
8U8
8178
8F82T
8F16.2T
-
BF20.2T
8F242T
aF28-2T
8F32.2T
2'•10" (34") PRECAST
2727
4101
6332
6569
7811
9055
2021
2021
2727
E2289
3981
5190
C407
7630
8857
3'•6" (42") PRECAST
2165
3260
4237
5219
6204
7192
1257
1257
210
3165
4125
5WI
6061
70364',W
(48") PRECAST
1878
89
2832
3680
4532
53a7
4245
938
938
1878
1925
2750
3683
4422
5264
6110
4'•6" (54") PRECAST
1660
1762
2507
3257
4010
4767
5525
727
727
1660
1105
2435
3171
3313
1658
5406
5'•4" (64") PRECAST
1393,
1484
2110
2741
3375
•1010
4648
5D5
5D5
1393
1437
2050
2670
3293
3920
4549
5'. 10" (70") PRECAST
1272'
1357
1930
2505
3084
3665
4241
418
418
1272
1315
1875
2441
3010
3583
4157
6'•6" (78") PRECAST
llal'
lzoo
1733
225o
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
T-15" (90') PRECAST
959,
912
1475
1914
2354
2797
3240
591
657
990
1029
1466
1907
2351
2197
3245
9'�4' (112") PRECAST
801"
612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
2271
2634
10'•6° (126") PRECAST
716,
49a
793
1027
1261
1496
1731
396
493
716
611
1039
1389
1711
2034
2358
(136") PRECAST
666"
439
696
899
1104
1309
1515
363
556
666
535
905
1295
H95
1896
2198
12'•0" (144") PRECAST
607,
400
631
816
1001
1186
1372
340
494
01
486
818
1209
1514
1799
2086
(160") PRECAST
500"
340
532
68C
841
997
1153
302
398
573
409
682
1004
1367
1637
1897
14' 0" (168") PRECAST
458'
316
493
635
778
922
1065
286
360
548
370
629
922
1254
1667
1816
14' 8" (176") PRESTRESSED
243
295
a59
591
724
857
990
N R
357
243
352
582
852
1156
1491
1742
15'-4" (184") PRESTRESSED
228
278
430
553
677
801
925
N.R.
327
226
329
542
791
1072
1381
1676
17'-4" (20W) PRESTRESSED
188
236
361
464
567
670
774
N.R.E25188
276
449
649
874
1121
138919'
4" (232") PRESTRESSED
165
zo7
313
401
490
57a
667N.R.165
239
383
550
736
940
1160
(256") PRESTRESSEU
145
186
278
350
433
512
59021'•4"
N.R.
142
212
336
a77
635
807
993
22'•0" (264") PRESTRESSED
14o
teo
268
343
418
493
568
N. R
161
137
205
322
457
607
771
947
24'-W (288") PRESTRESSED
117
165
244
312
380
447
515
N.R.
135
124
186
290
408
538
680
a33
-htUUUL VALUC OT G:1 io I— vnnu 111 1
8" PRECAST W/ 2" RECESS DOOR U•LINTELS
o�
GRAVITY
TYPE
LENGTH
8RU6
8RF6 OD
BRF1008
aRF14OB
SRF18-0p
SRF22-OB
8RF26U8
8RF30013
eRF61D
8RF1P1B
EIRF14-16
BRF18-IB
BRF221B
18RF264B
8RF301B
4'-4" (52") PRECAST
1489
1591
3053
2982
3954
1 4929
1 6904
6880
1827
3412
4982
6472
7947
9416
10878
4'-6 (54") PRECAST
1357
1449
2182
2714
3600
M181
5375
6264
1702
3412
4982
6472
7947
9416
10878
5'•8" (68") PRECAST
785
832
1602
1550
2058
2666
3075
3585
1153
2162
4074
6472
6516
5814
5839
5'•10" (70") PRECAST
735
779
1500
1449
1922
2400
2876
3352
1103
2051
jail
6472
6616
5450
6411-
6.8" ' (80") PRECAST
822
901
1677
2933
2576
3223
3872
4522
907
1677
2933
4100
6730
8171
6107
7%6" S '(90") PRECAST
665
761
1377
2252
95
1609
2M151
2941
3439
764
1377
2329
3609
5492
6624
5132
9'•8" (116") PRECAST
371
A20
834
1253
1071
1342
1614
1886
535
928
1497
2179
1 2618
3595
1 2875
8' PRECAST W/ 2' RECESS DOOR U•LINTELS"
UPLIFT LATERAL
--z-`"----.-_ TYPE
LENGTH -
8RF6-IT
8RF6-2T
8RF10.1T
8RF10 2T
eRF14-IT
aRF14 2T
SRF18AT
BRF18-2T
8RF22.1T
8RF22.2T
BRF26-IT
BRF26 2T
8RF30-IT
8RF30 2T
8RU6 8RF6
4' 4" (52") PRECAST
1244
1573
2413
3260
4112
4967
5825
932 932
1244
1519
2339
3110
4008
4850
5696
4'•6" (54") PRECAST
1192
1507
2311
3121
3937 -
4756
5577
853 853
1192
1455
2240
3036
2837
4643
5453
5' 8" (68") PRECAST
924'
1172
1795
2423
3055
3689
4125
501 501
924
1132
1741
2357
2978
3603
4230
5'•10' (70") PRECAST
896"
1138
1742
2352
2965
3581
4198
469 469
896
1099
1690
2288
2891
3497
4105
6'•8" (80") PRECAST
778
882
1513
2042
2573
3107
3642
830 1100
778
956
1468
1987
2509
3035
3563
7'•6" (90") PRECAST
68e
697
1325
lalo
2280
2753
3227
710 941
688
849
1302
1762
2225
2690
3157
9'•8" (116") PRECAST
533'
433
808
1123
1413
1704
1995
516 614
533
527
1009
1369
1728
1 20a8
1 2450
*REDUCE VALUE BY 15%, FOR GRADE 40 FIELD REBAR
2 X 4 CONT. PERMANENT LATERAL BRACING
W/2 - 12d @ EA. WEB MEMBER
Z A 4 UIMU. 4Rva.7 U(Nnviivv
NAILED TO OPPOSITE SIDE OF WEB
HIP ROOF W / 2 -12d NAILS @ EACH WEB MEMBER GABLE ROOF
16'0" MAX. 16'0" MAX,
.s•
FROM HIP GIRDER TO 'X' BRACING BETWEEN 'X' BRACINEE
I
LATERAL BRACING _ 'X' BRA INO (TYPICA)
(TYPICAL)
I
NOTE: ALL BRACING TO BE STUD/UTILITY GRADE SPF OR BETTER
TYPICAL PERMANENT TRUSS
BRACING DIAGRAM NTS
R-19 INSULATION
OR HIGHER
WITH MOORE BAFFLES
1/2" P.T. NAILER /
1/2" DRYWALL, 5d NAILS
7" O.C. EDGES 12" O.C. FIELD
CURTAIN NAILER
1 X 4 P.T. @ WINDOWS
1 X 8 P.T. @ S.G.D.
WINDOW STOOL
1 X 2 P.T FURRING
A-1 FOIL INSUL ON EXT
BLOCK WALLS
1 X 2 P.T. BASE NAILER
WOOD BASE
12
6
COMPOSITE SHINGLES INSTALLED
PER MFGR. RECOMMENDATIONS, OVER
/---•---- 7/16" O.S.B. ROOF SHEATHING
(SEE NAILING SCHEDULE ABOVE)
OVER ENG. WOOD TRUSSES,
SEE ROOF TRUSS LAYOUT
FOR CONNECTOR SPEC.
TOP OF BLOCK.
METAL DRIP EDGE
2 X 6 SUB -FASCIA
- CONT. VENTED ALUM SOFFIT
�CONC. FILLED "U" BLOCK W/ 145 .
BAR CANT, MIN LAP 25" 3000 PSI CONC
PRECAST "U" LINTEL, W/
REFER TO ROOF PLAN & ELEV'S. 1115 RE BAR OVER OPENING
(1) #5 REBAR DOWNROD FOOTING
TO LINTEL (FILLED CELL) LOCATION
AS SHOWN ON FLOOR PLAN
MIN LAP 25", USE 2500 PSI
----- ALUM FRAMED WINDOW W/ SCREEN
PRECAST CONC SILL
8 X 8 X 16 CONC. BLOCK
TEXTURED FINISH ON
CONCRETE BLOCK
I I
J 100'0" F.F.
-------------------- -'�'' Y►'�' -GRADE-
TYP. DOWEL MIN LAP
25" TO VERT #5 REBAR
SEE FOUNDATION
PAGE FOR FOOTING
DETAIL
1 TYPICAL WALL SECTION
CONCRETE BLOCK SCALE: 3/4" = 1'0"
PRECAST "U" LINTEL W/ 1•#5 CONT- IN
3000 PSI CONC. @ OPNGS. 6'.0" & OVER.
PRECAST "U" LINTEL ALL OPENINGS
UNDER 6-0". (NO CONC OR STL. READ.) HURRICANE ANCHORS
. 25" Re -Bar ACI 530 25" MIN.
LAP Lap
TYP. BOND BEAM
* " 8"x8"x16"K.O.
^) ) � )= y A `A ) � A A � �A A-) @ ~ LINTEL BLOCK
rn
0 o a s 4 < a FILL W/3000 P.S.I.
J CONC. W/1 #5 DIA.
ro
REBAR MIN. LAP 25'
- (ACI 530)
REBAR BOTH SIDES FOR
A PENINGS 6•0" OR MORE
A
INDICATES FILLED
` A CELL FROM FTR. TO
' BEAM WITH 1 #5
< A ACI MIN. LAP 25"
JJJ 8" x 8" x 16"
A-�� C.M.U.
)
V ) A
TYP. DOWEL 25"
EXT, ABOVE SLAB
< (ACI 530)
p^ old o Z�N� Qa np A� 0 op saA a
a a A A� A n A !� A 4 Q A A A
TYP. Z.
MONO. FTG. SEE FOUNDATION PLAN
W/2 #5 DIA. REBAR
CONT. MIN. LAP 18" (ACI 318) FOR LOCATIONS
MIN. 12" BELOW GRADE
TYPICAL BLOCK WALL/REINFORCEMENT
SCALE: 1/2" = 1'•0"
WI
TO DE3L. C)OORS
ELECTRICAL PLAN
NOTES:
ELECTRICAL LEGEND
(Sp) SMOKE DETECTOR
UNLESS OTHERWISE NOTED
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR
SINGLE POLE SWITCH
FLOOD LIGHT
TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL)
t2
DOUBLE POLE SWITCH
t3
THREE-WAY SWITCH
KITCHEN 44" AFF
BATHROOM 39" AFF
-
CEILING FIXTURE
o CEILING FAN
LAUNDRY IROCM 36" AFF
EXTERIOR WATERPROOF 12"AFF
110 VOLT DUPLEX CUTLET
GARAGE GENERAL PURPOSE 42"AFF
GROUND FAULT INTERRUPT
RANGE 2" AFF
( WP
WATER PROOF W/ GROUND FAULT
2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE.
220 VOLT OUTLET
DOOR BELL CHIMES
U
DOOR BELL
3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR.
TV
T.V. CABLE OUTLET
DISP
p DISPOSAL
-44
TELEPHONE GABLE OUTLET
H
RECESSED LIGHTING
�
J THERMOSTAT
IERJ GARAGE DOOR PUSH BUTTON
��
WATER PROOF
`p
RECESSED LIGHTING
UNDER CABINET LIGHTING
Aft
BATH FAN
-(�
BATH FAN W/ LIGHT
4'x8' SHEETS 1/2" CDX WALL BELOW
PLYWOOD OR 7/16" OSB (TYPX - --- -
8 W
J
m
<
2 q'
F �!!
STAGGER END J0INT5 CID MEMBER
(3� TYP. H - CLIP, EA. JOINT BETWEEN EA. FRAMING MEMBER
TYP. LOOKOUTS @ EA. JOINT & 24" Q.C.
TYP. MIN. PLYWOOD WIDTH 12"
U TYP. NAILING 6" O.C, EDGES & 12" O.C. INTERIOR W/8d COMM.
(D TYP. NAILING 6" 0 C. @ HIPS & SUBFASCIA W/8d COMM.
0)' TYP. NAILING 3"_0:C, @ VALLEYS W/8d COMM.
ROOF DIAPHRAM NAILING SCHEDULE
TYPICAL NO SCALE
AREA ANALYSIS
Addition 760 S. F.
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SHEET NO.
OF
LAST PLOT DATE:
April 14, 2004
1.