|
- 1 11 1 - I I
<br />EL "
<br />IM
<br />I
<br />C:l
<br />C4
<br />M)
<br />0
<br />WOOD HEADER (SOUTHERN PINE)
<br />WOOD HEADER (SOUTHERN PINE)
<br />SUPPORTING ROOF LOADS ONLY-20 psf LIVE LOAD, 15 psf DEAD LOAD, 1.15 LOAD DURATION FACTOR
<br />INTERIOR HEADER SUPPORTING FLOOR ONLY-40 psf LIVE LOAD, 15 psf DEAD LOAD, 1.15 LOAD DURATION FACTOR
<br />CLEAR
<br />SPAN OF SUPPORTED ROOF FRAMING
<br />CLEAR
<br />SPAN OF SUPPORTED ROOF FRAMING
<br />GRADE
<br />OPENING
<br />GRADE
<br />OPENING
<br />16'-0"
<br />20'-0"
<br />24'-0"
<br />28'-0"
<br />32'-0"
<br />36'-0"
<br />40'-0"
<br />20'-0"
<br />24'-0"
<br />26'-0"
<br />28'-0"
<br />30'-0"
<br />32'-0"
<br />36'-0"
<br />(1)2x8
<br />(1)2x8
<br />(1)2xlO
<br />(1)2xlO
<br />(1)2xlO
<br />(1)2xl2
<br />(1) 2 x 12
<br />8'-0"
<br />(3) 2 x 10
<br />(3) 2 x 12
<br />(3) 2 x 12
<br />(3) 2 x 12
<br />(3) 2 x 12
<br />(3) 2 x 12
<br />(4) 2 x 12
<br />4'-0"
<br />(1) 2 x 12
<br />(1) 2 x 12
<br />(2) 2 x 10
<br />(2) 2 x 10
<br />(2)2xl2
<br />(2)2xl2
<br />(2) 2 x 12
<br />(3) 2 x 12
<br />(3) 2 x 12
<br />(4) 2 x 12
<br />(4) 2 x 12
<br />(4) 2 x 12
<br />(4) 2 x 12
<br />-
<br />6'-0"
<br />91-01,
<br />NO.2
<br />(2) 2 x 10
<br />(2) 2 x 12
<br />(2) 2 x 12
<br />(3) 2 x 10
<br />(3) 2 x 12
<br />(3) 2 x 12
<br />(3) 2 x 12
<br />(4) 2 x 12
<br />(4) 2 x 121
<br />-
<br />8'-0"
<br />1
<br />101-01,
<br />I
<br />I
<br />NO.2
<br />(2) 2 x 12
<br />(3) 2 x 10
<br />(3) 2 x 12
<br />(3) 2 x 12
<br />(3) 2 x 12
<br />-
<br />(4) 2 x 12
<br />-
<br />-
<br />91-01,
<br />111-01,
<br />I
<br />I
<br />I
<br />101-01,
<br />(3) 2 x 10
<br />(3) 2 x 12
<br />(3) 2 x 12
<br />-
<br />-
<br />WOOD
<br />HEADER (SOUTHERN
<br />PINE)
<br />SUPPORTING ROOF, WALL& FLOOR LOADS-20 psf LIVE LOAD, 15 psf DEAD LOAD, 1.15 LOAD DURATION FACTOR
<br />(3) 2 x 12
<br />12'-0"
<br />GRADE
<br />CLEAR
<br />OPENING
<br />SPAN OF SUPPORTED ROOF FRAMING
<br />ROOF BEAMS (SOUTHERN
<br />PINE)
<br />16'-0"
<br />20'-0"
<br />24'-0"
<br />28'-0"
<br />32'-0"
<br />36'-0"
<br />40'-0"
<br />20 LIVE LOAD, 15 DEAD LOAD, 1.15 LOAD DURATION FACTOR
<br />4'-0"
<br />(1)2xlO
<br />(1)2xl2
<br />(1)2xl2
<br />(2)2xlO
<br />(2)2xlO
<br />(2)2xlO
<br />(2)2xlO
<br />psf psf
<br />GRADE
<br />CLEAR
<br />SPAN OF SUPPORTED ROOF FRAMING
<br />(2) 2 x 12
<br />(2) 2 x 12
<br />(3) 2 x 10
<br />(3) 2 x 10
<br />(3) 2 x 12
<br />(3) 2 x 12
<br />(3) 2 x 12
<br />16'-0"
<br />20'-0"
<br />24'-0"
<br />28'-0"
<br />32'-0"
<br />1 36'-0"
<br />40'-0"
<br />OPENING
<br />NO.2
<br />6-0"
<br />101-01,
<br />(2) 2 x 12
<br />(3) 2 x 10
<br />(3) 2 x 12
<br />(3) 2 x 12
<br />(4) 2 x 12
<br />(4) 2 x 12
<br />(4) 2 x 12
<br />8'-0"
<br />(3)2xl2
<br />(3)2xl2
<br />12'-0"
<br />(3)2xl2
<br />(3)2xl2(4)2xl2
<br />(4)2xl2
<br />-
<br />-
<br />-
<br />(3) 2 x 12
<br />NO.2
<br />(3)2xl2 (4)2xl2
<br />14'-0"
<br />16'-0" (4) 2 x 12 PRE -CAST LINTEL OR CONCRETE TIE BEAM
<br />WINDOW FLANGE/FRAME TO BUCKS WITH MIN. #8x2
<br />IATTACH
<br />J'WOOD SCREW@ 8" O,C. OR AS REQUIRED BY THE
<br />MANUFACTURER TO MEET REQUIRED WIND PRESSURES.
<br />8U8 8F8 BF8-lB/lT 8Fl2-lB/lT 8Fl6-lB/lT 8F20-18/lT 8F24-lB/lT
<br />8 INCH LINTEL
<br />MARK
<br />GRAVITY LOADS - POUNDS PER LINEAR FOOT
<br />UPLIFT LOADS - POUNDS PER LINEAR FOOT
<br />LATERAL LOADS
<br />PLF
<br />8 INCH
<br />-------__TYPEff
<br />LENGTH
<br />BU8
<br />8F12-0B
<br />8FI6-OB
<br />SF20-08
<br />8F24-OB
<br />BF28-OB
<br />8F32-OB
<br />8F8-lT
<br />OF12-1T
<br />8F16-lT
<br />8F20-lT
<br />8F24-LT
<br />8F28-1T
<br />8F32-lT
<br />8U8
<br />8F8
<br />REINF.
<br />cmu*
<br />8F8-lB
<br />BF12-1B
<br />BF16-16
<br />BF20-18
<br />8F24-lB
<br />BF28-IB
<br />BF32-1B
<br />BF8-2T
<br />BF12-2T
<br />BF16-2T
<br />OF20-2T
<br />BF24-2T
<br />8F28-2T
<br />SF32-2T
<br />L-1
<br />2'- 10- (34') PRECAST
<br />2231
<br />3069
<br />4605
<br />6113
<br />7547
<br />8974
<br />10394
<br />11809
<br />1972
<br />3173
<br />4460
<br />5747
<br />7034
<br />8321
<br />9608
<br />1293
<br />1642
<br />2135
<br />3069
<br />4605
<br />6113
<br />7547
<br />8974
<br />10394
<br />11809
<br />1972
<br />3173
<br />4460
<br />5747
<br />7034
<br />8321
<br />9608
<br />L-2
<br />3'-6" (42-) PRECAST
<br />2231
<br />3069
<br />3719
<br />5163
<br />6607
<br />8054
<br />9502
<br />10951
<br />1559
<br />2524
<br />3547
<br />4569
<br />5591
<br />6613
<br />7636
<br />1025
<br />1024
<br />1830
<br />3069
<br />4605
<br />6113
<br />7547
<br />8974
<br />10394
<br />11809
<br />1569
<br />2524
<br />3547
<br />4569
<br />5591
<br />6613
<br />7636
<br />L-3
<br />4'-0" (48-) PR CAST
<br />1966
<br />2561
<br />2751
<br />3820
<br />4890
<br />5961
<br />7034
<br />8107
<br />1363
<br />2192
<br />3079
<br />3966
<br />4853
<br />5740
<br />6627
<br />765
<br />763
<br />1365
<br />2693
<br />4605
<br />6113
<br />7547
<br />8974
<br />10394
<br />11809
<br />1363
<br />2192
<br />3079
<br />3966
<br />4853
<br />5740
<br />6627
<br />L-4
<br />4'-6- (54") PRECAST
<br />1599
<br />1969
<br />2110
<br />2931
<br />3753
<br />4576
<br />5400
<br />6224
<br />1207
<br />1940
<br />2724
<br />3508
<br />4292
<br />5077
<br />5861
<br />592
<br />591
<br />1057
<br />L19L
<br />4375
<br />6113
<br />1 7547
<br />8672
<br />10294
<br />11809
<br />1207
<br />1940
<br />2724
<br />3508
<br />4292
<br />5077
<br />5861
<br />L-5
<br />5'-4" (64') PRECAST
<br />1217
<br />1435
<br />1999
<br />2560
<br />3123
<br />3686
<br />4249
<br />1016
<br />1632
<br />2290
<br />2949
<br />3607
<br />4265
<br />4924
<br />411
<br />411
<br />734
<br />�349
<br />663
<br />3090
<br />5365
<br />7547
<br />7342o
<br />8733o
<br />10127(,
<br />1016
<br />1632
<br />2290
<br />2949
<br />3607
<br />4265
<br />4924
<br />L-6
<br />5'- 10- (70-) PRECAST
<br />1062
<br />05
<br />1173
<br />1631
<br />2090
<br />2549
<br />3009
<br />3470
<br />909
<br />1492
<br />2093
<br />2694
<br />3295
<br />3897
<br />4498
<br />340
<br />_
<br />339
<br />_
<br />607
<br />1451
<br />2622
<br />4360
<br />7168(
<br />6036(,.)
<br />7181111)
<br />8328 (m)
<br />929
<br />1492
<br />2093
<br />2694
<br />3295
<br />3897
<br />4498
<br />L-7
<br />6'- 6" (78-) PRECAST
<br />908
<br />1238
<br />2177
<br />3480
<br />3031
<br />3707
<br />4383
<br />5061
<br />835 (ul
<br />1340
<br />1880
<br />2419
<br />2959
<br />3498
<br />4038
<br />507
<br />721
<br />483
<br />1238
<br />2177
<br />3480
<br />5361
<br />8360
<br />1 1039�M
<br />8825 (141,
<br />835
<br />1340
<br />1880
<br />2419
<br />2959
<br />3498
<br />4038
<br />L-8
<br />7'-6" (W) PRECAST
<br />743
<br />1011
<br />1729
<br />2632
<br />2205
<br />2698
<br />3191
<br />3685
<br />1 727 (g,
<br />1021
<br />1634
<br />2102(,,)
<br />2571(w)
<br />3039 (,IiA
<br />3508 (.1
<br />424
<br />534
<br />357
<br />1011
<br />1729
<br />2661
<br />3898
<br />5681
<br />8467
<br />6472(,
<br />727
<br />1 1166
<br />1634
<br />2102
<br />2571
<br />3039
<br />1 3508
<br />L-9
<br />9'-4" (112") PRECAST
<br />554
<br />699
<br />1160
<br />1525
<br />2564
<br />3486
<br />2818
<br />3302
<br />591
<br />1 680
<br />1133o)l
<br />1471(,
<br />lgll(,,)
<br />2152(m)
<br />2494 05)
<br />326
<br />512
<br />227
<br />-
<br />752
<br />1245
<br />1843
<br />2564
<br />3486
<br />4705(,,)
<br />6390 (q
<br />591
<br />851
<br />1326
<br />1 1705
<br />2084
<br />2463
<br />2842
<br />L-10
<br />10'-6- (126-) PRECAST
<br />475
<br />535
<br />890
<br />1247
<br />2093
<br />2777
<br />2163
<br />2536
<br />530
<br />552
<br />914 m)l
<br />1185o)
<br />1458Iis)
<br />1732 (15)
<br />2DO7 (I
<br />L"
<br />284
<br />401
<br />1 178
<br />643
<br />1052
<br />1533
<br />-_ 2093
<br />2781
<br />3643(.)
<br />4754(.)
<br />530
<br />686
<br />1183
<br />1 1526
<br />1865
<br />2204
<br />2544
<br />L-1 1
<br />1 l'-4'(1 36") PRECAST
<br />362
<br />582
<br />945
<br />1366
<br />1846
<br />2423
<br />3127
<br />4006
<br />474
<br />485
<br />798(,,)
<br />1034(o)
<br />1272(,,)
<br />1510(,,)
<br />1749(l
<br />260
<br />1
<br />452
<br />152
<br />1
<br />582
<br />945
<br />1366
<br />1846
<br />2423
<br />3127
<br />4006
<br />494
<br />599
<br />1028
<br />1422
<br />1738
<br />2053
<br />2369
<br />L-12
<br />1'4") RECAST
<br />12'-0- (144") PRECAST
<br />337
<br />540
<br />873
<br />1254
<br />1 1684
<br />1 2193
<br />2805
<br />3552
<br />470
<br />441
<br />723(,
<br />936 (,4)
<br />1151(,
<br />122
<br />244
<br />402
<br />135
<br />540
<br />873
<br />1254
<br />1684
<br />2193
<br />2805
<br />3552
<br />470
<br />543
<br />928
<br />1349
<br />1649
<br />1948
<br />2247
<br />L-13
<br />13'-4- (160") PRECAST
<br />296
<br />471
<br />755
<br />1075
<br />1428
<br />1838
<br />2316
<br />2883
<br />418
<br />373
<br />606
<br />783
<br />962(,
<br />1141(,
<br />1321
<br />217
<br />324
<br />109
<br />—
<br />471
<br />755
<br />1075
<br />1428
<br />1838
<br />2316
<br />2863
<br />428
<br />455
<br />770
<br />1145
<br />1444
<br />1718
<br />1993
<br />L-14
<br />8") P ST
<br />14'-0- (168") PRECAST
<br />279
<br />424
<br />706
<br />1002
<br />1326
<br />1697
<br />2127
<br />2630
<br />384
<br />346
<br />559(m)
<br />723 (1
<br />887 (1�)
<br />1052(H)
<br />1218
<br />205
<br />293
<br />98
<br />442
<br />706
<br />1002
<br />1326
<br />1697
<br />2127
<br />2630
<br />410
<br />420
<br />709
<br />1050*1434
<br />N,
<br />1694 m
<br />1954
<br />L-15
<br />14'-8- (17C) PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />239
<br />323
<br />519 (,$)
<br />671 (,3)
<br />823 �,3)
<br />976 (14)
<br />----
<br />1129
<br />-
<br />N. R.
<br />284
<br />89
<br />458
<br />783
<br />1 1370
<br />1902
<br />2245
<br />1 2517
<br />2712
<br />246
<br />390
<br />655
<br />968
<br />1324 (p
<br />1625(H)
<br />1874(,,)
<br />L-16
<br />15'- 4" (184") PRESTRESSED
<br />N. R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />224
<br />302
<br />485 p)
<br />626 p
<br />767 (m)
<br />909 (,3)
<br />1052(m)
<br />N. R.
<br />259
<br />82
<br />412
<br />710
<br />1250
<br />—
<br />1733
<br />2058
<br />2320
<br />2513
<br />230
<br />364
<br />1
<br />1224 (�)
<br />1562 (14)
<br />1801 (H)
<br />L-17
<br />17'-4'(208") PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />187
<br />255
<br />404 (,*1
<br />520 (,12
<br />637 (12)
<br />754 (1
<br />872 o2)
<br />N. R.
<br />194
<br />63
<br />300
<br />548
<br />950
<br />1326
<br />1609
<br />1849
<br />2047
<br />192
<br />303
<br />'.0
<br />500
<br />732
<br />993 (.)
<br />'.)
<br />12681,)
<br />1470 (1
<br />L-18
<br />19'-4- (232') PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />162
<br />222
<br />347 Igii)
<br />446 111
<br />546 111)
<br />646 (n)
<br />746 (12)
<br />N.R_
<br />148
<br />51
<br />235
<br />420
<br />750
<br />1037
<br />1282
<br />1515
<br />1716
<br />166
<br />261
<br />424
<br />616
<br />831 (a)
<br />1057(14X
<br />1225(14)
<br />L-19
<br />2l'-4- (256') PRESTRESSED
<br />N. R.
<br />1
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />NR
<br />142
<br />198
<br />306 (11)
<br />393
<br />480 (111
<br />567
<br />654 (u)
<br />N.R.
<br />125
<br />42
<br />L 180
<br />1 340
<br />598
<br />114
<br />114
<br />1359
<br />1468
<br />142
<br />1 30
<br />369
<br />531
<br />713 (7)
<br />0,
<br />903
<br />P49
<br />1046(,,)
<br />L-20
<br />22'-0" (264') PRESTRESSED
<br />N.R.
<br />NR
<br />NR
<br />NR
<br />NR
<br />137
<br />192
<br />295
<br />378
<br />461
<br />545(,,)
<br />629 (H
<br />N. R.
<br />116
<br />39
<br />FNR5
<br />�N-,R,
<br />�N,-R�
<br />784
<br />1047
<br />1 1285
<br />1 1399
<br />221
<br />354
<br />508
<br />681
<br />1
<br />997
<br />L-21
<br />24'-0- (288') PRESTRESSED
<br />N.R.
<br />NR
<br />I NI
<br />NI
<br />NR
<br />NR
<br />I NR
<br />I NR
<br />�i37i
<br />F75
<br />267
<br />341
<br />416
<br />1
<br />566
<br />N. R.
<br />91
<br />33
<br />129
<br />1 250
<br />450
<br />884
<br />1 1092
<br />1 1222
<br />6
<br />450
<br />600 M
<br />756 p)
<br />875 (q
<br />8 INCH RECESS LINTEL
<br />MARK
<br />44^_
<br />GRAVITY LOADS - POUNDS PER LINEAR FOOT
<br />UPLIFT LOADS - POUNDS PER LINEAR FOOT
<br />LATERAL LOADS
<br />PLF
<br />8 INCH
<br />L--------___T_YPE
<br />ENGTH
<br />8RU6
<br />8RF5-0B
<br />8RF10-08
<br />8RF14-OB
<br />BRF18-OB
<br />8RF22-OB
<br />8RF26-OB
<br />8RF30-OB
<br />8RF6-lT
<br />BRF10-IT
<br />8RFI 4-1T
<br />8RFIB-IT18RF22-ITIORF26-IT
<br />8RF30-lT
<br />8RU6
<br />8RF6
<br />REINF.
<br />cmu*
<br />BRF6-18
<br />BRF10-1
<br />8RF14-lB8RFIB-IB8RF22-188RF26-IB8RF30-lB
<br />8RF6-2T
<br />BRF10-2T8RF14-2T8RFIB-2T8RF22-2T8RF26-2T8RF30-2T
<br />L-22
<br />4'-4" (52') PRECAST
<br />1635
<br />1749
<br />3355
<br />3280
<br />4349
<br />5421
<br />6493
<br />7567
<br />905
<br />1748
<br />2635
<br />3522
<br />4409
<br />5296
<br />6183
<br />758
<br />757
<br />1365
<br />1891
<br />3699
<br />5206
<br />6639
<br />8060
<br />9479
<br />10893
<br />905
<br />1748
<br />2635
<br />3522
<br />4409
<br />5296
<br />6183
<br />L-23
<br />4'-6" (54') PRECAST
<br />1494
<br />1596
<br />3063
<br />2992
<br />3968
<br />4946
<br />5924
<br />6904
<br />1 867
<br />1675
<br />2525
<br />3374
<br />4224
<br />5074
<br />5924
<br />694
<br />9
<br />693
<br />1249
<br />1756
<br />3599
<br />5206
<br />6639
<br />8060
<br />9479
<br />10893
<br />867
<br />1675
<br />2525
<br />3374
<br />__
<br />4224
<br />5074
<br />,
<br />_59�2N
<br />L-24
<br />5'-8" (68') PRECAST
<br />866
<br />920
<br />1770
<br />1716
<br />2277
<br />2839
<br />3402
<br />3966
<br />675
<br />1301
<br />1960
<br />2618
<br />3277
<br />3935
<br />4594
<br />4018
<br />0 8
<br />407
<br />734
<br />1167
<br />2481
<br />4567
<br />6389
<br />8060(�)
<br />7917(is
<br />9311 il,)
<br />675
<br />1301
<br />1960__
<br />2618
<br />3277
<br />3935
<br />4594
<br />L-25
<br />5'- 10- (70") PRECAST
<br />810
<br />859
<br />1 1653
<br />1600
<br />2124
<br />j 2649
<br />3174
<br />3700
<br />655
<br />1 1262
<br />1900
<br />1 2538
<br />3176
<br />1 3815
<br />1 4453
<br />382
<br />381
<br />687
<br />1113
<br />2342
<br />4242
<br />6639(,o)
<br />8060(a)
<br />7402-(io)
<br />8706(1,)
<br />655
<br />1262
<br />1900
<br />2538
<br />3176
<br />3815
<br />1 4453
<br />L-26
<br />6'-8" (80') PRECAST
<br />797
<br />901
<br />1825
<br />3120
<br />5048
<br />7747
<br />9448
<br />7360
<br />570
<br />1012
<br />1651
<br />2204
<br />2758
<br />3312
<br />3865
<br />595
<br />788
<br />510
<br />901
<br />1825
<br />3120
<br />5W
<br />7915
<br />9479
<br />1089
<br />570
<br />1097
<br />1651
<br />2204
<br />2758
<br />3312
<br />3865
<br />L-27
<br />7'-6" (90') PRECAST
<br />669
<br />755
<br />1490
<br />2459
<br />3776
<br />5743
<br />723
<br />5623
<br />506
<br />797
<br />1462
<br />1952 (1
<br />2442 (o
<br />2931 %
<br />3257
<br />6 74
<br />393
<br />755
<br />1490
<br />2459
<br />3776
<br />5143
<br />is)
<br />10893(.)
<br />506
<br />967
<br />1462
<br />1952
<br />2442
<br />2931
<br />3421
<br />L-28
<br />9'-B" (116-) PRECAST
<br />411
<br />466
<br />999
<br />1568
<br />2213
<br />3129
<br />21'
<br />3146(47)
<br />395
<br />491
<br />931 (,2)
<br />1301(m)
<br />1640(15)
<br />1980(,53
<br />2322(,d
<br />. . .
<br />.
<br />490
<br />227
<br />I
<br />526
<br />999
<br />1568
<br />2253
<br />. 3129
<br />4150
<br />5891
<br />395
<br />589
<br />1135
<br />, 1514
<br />1893
<br />2272
<br />2652 1
<br />r- 25 MIN LAP
<br />— #3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE
<br />30' MIN �P ---------
<br />#5 REINFORCING BAR
<br />#5 LAP SPLICE
<br />42 MIN LAP
<br />W. REINFORCING BAR
<br />#6 LAP SPLICE
<br />54 MIN LAP
<br />#7 REINFORCING BAR
<br />#7 LAP SPLICE
<br />10 HOOK
<br />#5 REINFORCING BAR
<br />A.C.I. STD. 90< 13END
<br />RE13AR LAP& 13ENPING PETAIL5
<br />SCALE: *34" = V-0"
<br />3TMIN
<br />SPLICE
<br />30" MIN
<br />LAP
<br />3TMIN CMI ILL
<br />LAP
<br />E
<br />_ff
<br />CORNER CONTINUITY WALL REINFORCEMENT
<br />SCALE: 14'� = i .-o"
<br />4" MAX
<br />OPENING
<br />2X4 MIN PT BUCKS ATTACHED TO MASONRY W/
<br />*'0 x 2 J'MIN EMBED TAPCON MASONRY
<br />SCREWS AT 8" O.0 MAX AND AT 4" FROM
<br />CORNERS. SET BUCKS IN CONT. SEALANT BED
<br />WINPOW ATTACHMENT TO MASONRY
<br />SCALE: NONE
<br />TIE BEAM
<br />RAME TO BUCKS WITH MIN, #8X2
<br />�R AS REQUIRED BY THE
<br />.EQUIRED WIND PRESSURES.
<br />W/
<br />*'0 x 2j'MlN EMBED TAPCON MASONRY
<br />SCREWS AT 8" OG MAX AND AT 4" FROM
<br />CORNERS SET BUCKS IN CONT. SEALANT BED.
<br />POOR ATTACHMENT TO MASONRY
<br />SCALE: NONE
<br />WOOD TRUSSES
<br />SIMPSON H-10 U IDA,; ALSO UTILIZE-J
<br />OTHER CONNECTORS PER CHART AND
<br />UPLIFT LISTED ON THE TRUSS PLATE.
<br />WOOD FRAME WALL SEE
<br />PLAN FOR SIZE
<br />TYPICAL WOOP ROOF TRUSS TO
<br />SUPPORTING WOOP FRAME WALL
<br />SCALE: NONE
<br />OPT 1 0 NAL L A P L OC A TION (1) 5 IN G R 0 U T ED
<br />ABOVE ENCORE SLAB KNOCK -OUT BLOCK
<br />MASONRY WALL
<br />STEEL 9 OPENINGS
<br />STD, 90' HOOK (TYP.)
<br />9
<br />�E
<br />S.D.
<br />3 D.
<br />0
<br />jo
<br />DTV
<br />!D] Ew
<br />�e D.
<br />0 0
<br />D.
<br />EXISTING ELECTRICAL TO
<br />REMAIN OR BE REMOVED
<br />AS NEEDED BY ELECTRICAL
<br />CONTRACTOR TYP.
<br />Wij
<br />Is
<br />EXISTING ELECTRICAL TO
<br />REMAIN OR BE REMOVED
<br />AS NEEDED BY ELECTRICAL
<br />CONTRACTOR TYP.
<br />0
<br />00
<br />00
<br />— — — — — — — 22
<br />[r:D
<br />EXISTING ELECTRICAL TO
<br />REMAIN OR BE REMOVED
<br />AS NEEDED BY ELECTRICAL
<br />CONTRACTOR TYP.
<br />ELECTRICAL PLAN
<br />00
<br />00
<br />I
<br />SCALE: 1/4" = V-0"
<br />ELECTRICAL LEGENP
<br />-d� ov.
<br />220 V. OUTLET
<br />�&
<br />110 V_ OUTLET
<br />GFI
<br />=0=
<br />GROUND FAULT INTERCEPT OUTLET
<br />Wp
<br />ki
<br />WEATHER PROOF 11 OV. OUTLET
<br />GARAGE DOOR OPENER
<br />$
<br />SINGLE POLE SWITCH
<br />2 WAY SWITCH
<br />LIGHT FIXTURE
<br />RECESSED LIGHT FIXTURE
<br />1�1�vp
<br />VAPOR PROOF RECESSED LIGHT FIXTURE
<br />EYEBALL LIGHT FIXTURE
<br />—6—
<br />WALL MOUNTED LIGHT FIXTURE
<br />—6 MID
<br />MOTION ACTIVATED LIGHT FIXTURE
<br />12
<br />FLOOD LIGHT FIXTURE
<br />6��
<br />WALL SCONCE FIXTURE
<br />CORNER WALL SCONCE FIXTURE
<br />WALL MOUNTED STRIP FIXTURE
<br />COVE LIGHTING
<br />XH.
<br />COMBINATION LIGHT &
<br />IGHT
<br />EXHAUST FAN
<br />FLUORESCENT LIGHT FIXTURE
<br />HANGING LIGHT FIXTURE
<br />CEILING FAN W/ LIGHTS
<br />C SERVICE PANEL
<br />ELECTRIC METER
<br />SMOKE DETECTOR
<br />PH
<br />PHONE CONNECTION
<br />�z C5
<br />CAT 5 CONNECTION (COMPUTER)
<br />N
<br />TELEVISION CONNECTION
<br />[E�B
<br />DOOR BELL
<br />Ep
<br />A/C DISCONNECT
<br />NOTE: SID. SMOKE DETECTOR
<br />IS A COMBINATION CARBON
<br />MONOXIDE DETECTOR IN
<br />CONFORMANCE W/ R315
<br />ENGINEER
<br />ALLEN GEZELMAN
<br />16502 HANNA RD.
<br />LUTZ, FLORIDA 33549
<br />PH. (727) 845-8133
<br />PE 59180
<br />pascobprint@microd-com
<br />�01% 1111111111"
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