HomeMy WebLinkAbout150 Venetian Bay Cir 04-597 New SFHPERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MJSCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION '1d
PERMIT ,~= '" l
DATE !
PERMIT DESCRIPTION
PERMIT VALUA T ION
SQUARE FOOTAGE
4.
GENEF-,AL NOTES
-7C.
DESIGN REQUIREMENTS
REVISIONS
I DESIGN ROOF LIVE LOAD 16 20 P6F.
WOOD CONSTRUCTION
WIND DESIGN LOAD. INFORMATION-
(PER FBC CHAPTER I6 SECTION 1606.1.1, REF. ASCE "1-98 CHAPTER 6)
1 WOOD CONSTRUCTION SHALL CONFORM ro THE NFPA
10/25/11g CHANGE NAME FROM PINEHUR5T
TO THE 5ROOKWoor2
"NATIONAL DESIGN SPECIFICATION FOR WOOD
II/Ict/qq WALK THRU REVISIONS FROM II/12/qq
1. BASIC WIND SPEED = 120 MPH(3 SECOND GUST)
CONSTRUCTION", LATEST EDITION.(ND5)
1) OPT. DEN TO, BE 5H0WN A5 A DIFFERENT
2. WIND IMPORTANCE FACTOR = 1.00 (ACSE 1-98, TABLE (o-I; PG.55)
PLAN ( BROOKAooD JI )
BUILDING CATEGORY = It (A5CE 1-98, TABLE I-i, PGA)
2. ALL EXTERIOR WOOD STUD WALL5; BEARING WALLS. SHEAR
2) KITGHEN-ACCESS FROM DINING TO KITCHEN
3. WIND EXPOSURE(ALL SIDES) =B (ASCE 1-98, SECTION 6.5,6, PG28)
WALLS AND MISC.'STRUCTURAL WOOD FRAMING MEMBERS.
OGATION IONAL /ADD CABINETS TO THIS
4. INTERNAL PRESSURE COEFFICIENT5(A5CE 1-98, TABLE 6--1, PG.62)
E. BLOCKING OR GABLE END BRACING), SHALL BE SOUTHERN .
YELLOW PINE OR EQUIVALENT. NO.2 GRADE SHALL BE USED
-
3) KITCHEN -ADD WALL TO G G•AT END
ENCLOSED BUILDINGS =,..i0.18
PARTIALLY ENCLOSED BUILDINGS t0.55
REGARDLESS OF SPECIES.
OF UPPER GAHI N T
ET5 (A BARTOP
LOCATION)
(NOTE: COEFFICIENTS FO,R PARTIALLY ENCLOSED STRUCTURES
ARE APPLIED WHEN DESIGN OF MEMBERS) FALLS UNDDER
PREFABRICATED WOOD TRUSSES
4) KITCHEN -PANTRY HGHT TO BE 8'-O"
PLANT A5o
-I ASCE -95 DEFINITIONS CLASSIFYING AS SUCH)
5) M. M THROOM
M ADD
OM -DD 2668 51NING DR.
5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL
I ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY
FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH
LIEU of AT M. CLOSET
6) M. BATHROOM - ADD DETAIL AT LOW
BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES;
HURRICANE CLIPS OR ANCHORS.'
WALL AT TUB AND COUNTER
FOR WALL LOCATIONS: -35 PSF, +26 PSF
-O. M. BATHROOM ELEC- ADD ( 1) 6'-o"
FOR ROOF LOCATIONS: -65 PSF, +11 PSF
2 TRU65E6 SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR
5TRIP LIGHT IN LIEU OF (2 5HOWN )
(AC5E 1-98, TABLE 6-3A, PG.57)
LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES.
6) ROTUNDA AND ENTRY ELEG- ADD ( 1)
r-OUNDAT I ONS
MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS
REGE55 CAN IN LIEU OF SURFACE MOUNT
AND CLADDING METHOD UNLE55 6PECIFIEp OTHERWISE BY TRUSS
FIXTURE
1. 501L TO BE COMPACTED To AT LEAST 95% UNDER 6LABS
ENGINEER OF RECORD
q) REAR PORCH ELEG- ADD ( 1) 5URFAGE
AND 95% UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED
-
3 PREFABRICATED WOOD. TRUSSES SHALL BE DESIGNED IN
MOUNT LIGHT FIXTURE IN LIEU OF (2 ) SHOWN
BY A5TM- 155-i (MODIFIED PROCTOR)
ACCORDANCE WITH THE LATEST EDITION OF THE
AND ADD (2) G.F.O. LOCATIONS
2. FOUNDATIONS AND FOOTINGS ARE DESIGNED FOR AN ALLOWABLE
"NATIONAL :DESIGN SPECIFICATION FOR 9TRE66-GRADE
10) KITCHEN ELEG- ADD ( 4) REGE55 CAN
LIGHT FIXTURES IN LIEU OF FLUOR:
601L BEARING OF 2000 PSF
LUMBER AND ITS FASTENERS" A5 RECOMMENDED, BY THE
SHORN
NATIONAL FOREST PRODUCTS ASSOCIATION:
CAST IN PLACE CONCRETE
4 TRU55 MEMBERS AND. CONNECTIONS SHALL BE
I/8/00 CHANGE NAME FROM 1823 TO igll
PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS
4/4/oo -'B' W/ STONE / 'D' ( OLD 'B' )
ALL CONCRETE SHALL HAVE A MINIMUM COMPRE651YE
INCREASE FOR LOAD DURATION OF 2596)"TO WITHSTAND
STRENGTH AT 28 DAYS OF` 2500 PSI, A SLUMP OF 4"
THE LIVE LOADS GIVEN IN. THE NOTES AND TOTAL DEAD
11) 2002 CODE CHANGES
PLUS OR MINUS P, AND HAVE 2 TO 49. AIR
LOAD.
6/24/05 - MOUNA REVISIONS
ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF
5 BRIDGING. FOR PRE-ENGINEERED TRUSSES SHALL BE A5
058,
REQUIRED BY TRU56 MANUFACTURER UNLE66 NOTED ON
PLANS.
2 ALL REINFORCING STEEL SHALL BE NEW DOMESTIC
DEFORMED BILLET STEEL CONFORMING TO ASTM A-61.5
6 TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL
GRADE 41p.
CONFIGURATION OF TRUS5E6 ONLY. WEB MEMBERS ARE
NOT SHOWN, BUT $HALL BE DESIGNED BY TRU56
3 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-155 FOR
MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS:.
6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" 4 CONTAIN
TRUSS DESIGN LOADS
AT LEAST ONE CRO55 WIRE WITHIN THE 6". F15ERMIX OFF
TOP CHORD : LL = 20 PSF
EQUAL 5PECIFICATION5 MAY BE USED IN LIEU OF WWF,
(TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER)
DL 10 P6F(6HINGLE TYPE ROOF COVER)
4 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH`
DL = 20 PSF(TILE TYPE ROOF COVER)
"THE BUILDING CODE REQUIREMENTS FOR REINFORCED'
DL 14 P6F AT OVERBUILT
CONCRETE" AGI 318 LATEST EDITION, AND II
BOTTOM CHORD :. DL 10 PSF
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 3
BUILDINGS," AC1.301.
WIND LOAD : 5EE DE61GN REQUIREMENTS
-1 THE TRUSS MANUFACTURER SHALL DETERMINE ALL. SPANS,
5 HORIZONTAL FOOTING BARS SHALL BE BENT MIN..12 BAR DIAMETERS
WORKING POINTS, BEARING POINTS, AND 61MILAR CONDITION6.
(EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH
TRU66 SHOP DRAWINGS SHALL SHOW ALL.TRU85E5, ALL,
MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED.
BRACING MEMBERS, AND ALL TRUSS TO TRU56 HANGERS.
8 PROVIDE ADDITIONAL BRACING AND BLOCKING PER NI5-91
6 MINIMUM LAP SPLICES ON ALL REINFORCING 5AR6.5HAL.L
AND TRUSS MANUFACTURER'5 DRAWINGS
BE 48 BAR DIAMETERS.
BOLTS AND THREADED RODS
1 ALL BOLTS 4 THREADED RODS TO BE A6TM A307 OR PETTER(UN.O.)
MA60NRY WALL CONSTRUCTION
An
r PDRAA NOTE5:
I HOLLOW LOAD BEARING UNITS SHALL BE NORMAL
WEIGHT, GRADE N, TYPE 2, CONFORMING
TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE
STRENGTH OF 2000 PSI (F'm = 1900 PSI). Aj rl rl. %D %J I N ki Ivi
2 MORTAR SHALL BE TYPE M OR S, CONFORMING TO A57M
C270:
`s
3 HEAD MORTAR JOINTS AT PRECA5T WINDOW SILLS TO BE
NO MORE THAN I".
4 COARSE GROUT SHALL CONFORM TO ASTM C41(b WITH A`
MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM
COMPRE561VE STRENGTH OF 3000 PSI.
5 VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE
t
REQUIREMENTS
DESIGN REQ
DRAWINGS WITH CELLS FILLED WITH COARSE GROUT.,
6 VERTICAL REINFORCEMENT SHALL BE HELD IN. POSITION �� 1 .S
AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING 1. DESIGN LIVE LOADS
OF V-0" U.N.O. REINFORCEMENT SHALL BE ( MINIMUM )
PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL A) FLOORS - 40 PSF
UNLESS OTHERWISE NOTED. B) BALCONIES - 40 PSF
7 REINFORCING STEEL SHALL BE LAPPED MINIMUM 30" C) DECKS - 40 PSF
.UNLE55 NOTED OTHERWISE ON THE DRAWINGS; D) STAIRS - 40 PSF
6 HOOKS AT TOP 4 BOTTOM OF VERTICAL REINFORCING BARS
E) ROOFS - 20 PSF
TO BOND COARSE AND FOOTING TO BE NO LE85 THAN 12"' BAR
, PABO.N: PEREZ RESI-DENCE
DIAMETERS EXCLUDING BEND
9 EXPAN51ON TYPE ANCHORS ARE NOT TO BE USED IN BAND COURSE.
EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL. BE USED.
REV:ISED' 6/24/03
THIS STRUCTURE IS DESIGNED TO WITHSTAND
120 MPH WINDS PER THE FLORIDA BUILDING
CODE . 2001 EDITION CHAPTER 16
(REF. ASCE-7-98) AND. IS CERTIFIED AS SUCH.
FIELD REPAIR NOTES
I. DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE
1. CEILINGS TO BE DESIGNED AS COMPONENTS 4 CLADDING FOR
OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE
0-10 DEGREE ROOF ZONE I OR +10 PSF 4, -24.4 PSF.
EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT: FOLLOW
OVERHANGS ARE .PART OF SOFFETS,
MANUFACTURE'S INSTRUCTIONS. A56URE THAT ALL DU5T. AND DEBRIS
.
FROM -DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED
8. ALL MORRISON. HOMES RESIDENTIAL STRUCTURES ARE TO BE
AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE ;TO
CONSIDERED AS FULLY ENCL05ED STRUCTURES. THE INTERNAL
MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL
PRESSURE COEFFICIENTS, FOR ENCLOSED BUILDINGS ARE
WAY DURING BONDBEAM POUR USE 30" MIN. LAP SPLICE; HOOK6 AT TOP
PLUS/MINUS 0.18 P5F. (FROM ASCE 7-98, PAGE 62).'TRU55E6
OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCL.UDING BEND).
MAY OR MAY NOT. BE DESIGNED FOR PARTIALLY ENCLOSED
2. MAY SUBSTITUTE 6TRAP6/CONNECTOR6 w/6TRAP5/CONNECT0RS
CONDITION, 4 THIS DOE,$ NOT AFFECT OR.CHANGE THE RATING
OF EQUAL OR GREATER UPLIFT 4 LATERAL RESISTANCE -VALUES. IN FIELD
OF THE ENTIRE STRUCTURE.
WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION
INSTRUCTIONS ARE FOLLOWED:
3. FOR MORTER JOINTS LESS THAN 1/4", PROVIDE (1)05 VERTj IN CONC. FILLED
CELL EA. 51DE OF JOINT(BAR DOES NOT HAVE TO BE CONT. TO FTGJ.
4. 2XI2'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STF41NGERS
5. RIM BOARDS MAY BE USED FOR R15ERS 4 TREADS ILO 2x12'5
6. WOOD. STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD
BEARING WALLS
REV. 6/24/03
DRAWN BY:.
OHEOKED BY:
DATE: 1150/05
FILE NAME: 182300V
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PLUMBING RISER DIAGRAM
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NOTE: FLUt-15ING CONTRACTOR
TO INSTALL E'ER LOCAL. CODE REQ.
SHINGLES ON
(APPLIED ACCORDING TO MANUR 6PEC.)
TYPICAL ROWUEATHM PEF1 \ 15' ROOF FELT ON ROOF . .
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ALUM. D EDGE
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Taus( EAC)I :Tw) SP2 ® troll or_,IN6ULATI.ON
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ANCHN PER
TRUSS LAYOUT - -
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SECTION @ RAISED X I2 " BM TO W/ 5TUD5 is tell, O.C.
KNEEWALL
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BEYOND LU/ (1) 05 CONT. GROUT
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AND .6 MIL. VAPOR
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W/ 2 #5 CONTINUOUS (TYP.) PROVIDE. VERT'5 DOWEL
AT EACH FILLED CELL BEND
DETAIL ENTRY INTO FTG W/ 30" SPLICE LAP
FOOTING SCHEDULE
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REINFOFr-lWs
DEPTH.
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2'-!D"x2'-D"
W/+5.e 6" O.G. EA WAY
12" DEEP
F2
2'-611x2'-6"
W/45 s 611 O.C. EA WAY,
` 12" DEEP
THIS STRUCTURE IS DESIGNED TO WITHSTAND
120 MPH WINDS PER THE FLORIDA BUILDING
CODE 2001 EDITION CHAPTER 18 FouNDATI®N PLAN
(REF. ASCE-7-98) AND 'IS CERTIFIED AS SUCH.
REV. 12/7/02
DRaLUN BY:
CHECKED BY:
DATE: 1/30/03
FILE NAME:
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DATE: 1 /30/03
FILE NAME: 1023FP
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- 2-1.0
AND 6 MIL. VAPOR
BARRIER
8' X 16' SPREAD FOOTING
W/ 2 #5 CONTINUOUS (TYP.) PROVIDE VERT 15 DOWEL
.— �_ . , � . . �� _ _ • AT EACH FILLED CELL BEND
-�
_
HD. AT a'-m"
■
■
AFF.
_
_
-'
_.._. a
�
— — —
■
� I
� I .
� I
16 mx-t'm
OND
I
I
H.B.
,
-'
�o
■
+ 22
i,.TI�M_ io
- 242
P.051TIVE DESIGN
PRESSURE l PSF
NECsATIVE DE61GN
PRESSURE (P5F
THIS STRUCTURE IS DESIGNED TO WITHSTAND
120 MPH WINDS PER THE FLORIDA BUILDING
CODE 2001 EDITION CHAPTER 16
(REF. ASCE-.7--98) AND IS CERTIFIED AS SUCH.
IN6ULATION
ALUM. DRIP EDGE I/V DRYtUALL .
�r
8x8x1(o CONC .BLOCK .
EXTERIOR FINI6N l6EE ELEVATION6)
VERT REINF. BEYOND * EMERGENCY EGRE55 '
SLOPE i/8" ONE 6A6H OF THI6 GROUP MUST 5E
PER FOOT EQUIPPED WITH EMERGENCY EGRE65
MAIN FLOOR. HARDWARE TO COMPLY U11TH GOVERNING
GRAPE — — ELEV 0'-0" FIRE AND BUILDING CODE6
4" CONC. SLAB
(25O0 P.S.IJ W/
&x6 10/10 W.W.M.
AND 6 MIL. VAPOR
BARRIER
REV. 11/19/99
8' X 16' SPREAD FOOTING OVIDE VERT 05 DOWEt_, DRAUJN BY:
W/ 2 #5 CONTINUOUS (TYR) AT EACH FILLED CELL BEND
INTO FTG W/ 30" SPLICE LAP
CHECKED BY:
'- - ?
4ml-m° DATE:. �1/3®/03
DETAIL Q �E,�R FOfRC� (VERIFY LU/ TRU65 MANUF.) r LE NAME: 1823EvA
e
°6G0(;D'
LINER
L 12
R®®F PLAN
5GALE:. I/5" ' V-011
u
..�,. ..
,.
�.
i�•
,. ,
t
.',,. ,
.: ,
GRAVITY
LENGTH TYPE
8U8
6F8-011
BF12-OB
13F16-OB
8F20-OH
OF24-0B
F2B-0B
F32-0B
8F8-1B
OF12-18
8F16-1B
BF20-ID
OF24-1B
0F28-1B
8F32-ID
2'-10'<34') PRECAST
230E
3166
4473
6039
7526
9004
1047E
11936
3166
4473
6039,
7526
9004
10472
11936
3'-6' C42') PRECAST
230E
3138
3377
4689
6001
7315
B630
9947
31661
4473
6039
7526
9004
1 10472
11936
4'-0' C48') PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
4'-6' C54') PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2170
4027
6039
7526
9004
10472
9668
5'-4' C64'> PRECAST
1184
1223
1301
1809
2317
2826
3336
3846
1665
2889
5057,
6096
5400
6424
7450
5`-10'C70') PRECAST
972
1000
1059
1474
IB89
2304
2721.
3137
1459
2464
4144
5458
4437
5280
6122
6'-6' (78') PRECAST
937
1255
2101
3263
2746
3358
3971
4585
1255
2101
3396
5260
7134
1 0995
6890
7'-6' (90')PRECAST
767
1029
1675
2385
1994
2439
2886
3333
1029
1 1675
2610
3839
5596
6613-1
5047
9'-4'(112')PRECAST
573
632
1049
1469
1210
1482
1754
1 2027
760
1212
1810
2544
3469
4030
3127
10'-6'<126') PRECAST
486
4B2
802
1125
915
1122
1328
1535
658
1025
1514
2081
2774
3130
8404
11'-4'C136') PRECAST
445
598
935
1365
1854
2355
1793
2075
598
1 935
1365
1854
2441
3155
4044
12'-0'(144') PRECAST
414
545
864
1254
16B9
2074
1570
1810
555
864
1254
1693
2211
2032
3590
13'-4 C160'). PRECAST
362
427
726
1028
1331
1635
1224
1418
485
748
1076
1438
1855
2343
2920
14'-O'C168') PRECAST
338
381
648
919
1190
1462
1087
1260
455
700
1003
1335
1714
2153
2666
14'-8' C176') PRESTRESSED
N,R,
NR
NR
NR
NR
NR
NR
NR
465
765
1370
2045
2610
3185
3765
15'-4' (18.41) PRESTRESSED
MR,
NR
NR
NR
NR
NR
NR
NR
420
695
1250
1855
2370
2890.
3410
17'-4' (208') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
950
1800
2200
2600
19'-4' Q32')PRESTRESSE➢
`N,R.
NR.
NR
NR
NR
NR
NR
240
400
750
1400
1720
2030
21'-4'(256')PRESTRESSED
N,R,
NR
NR
NR
NR
NR
NR
103
330
610
J70
1340
1700
2110
22'-O'(264')PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
160
300
570 .1250
1660
1970
24'-O'C288')PRESTRESSED
N.R. R
NR
NR
NR
NR
NR
NR
130
240
470
1030
1350 1
1610
^STD ET LINTEL SCHEDULE
LINTEL
NO.
LENGTH
BF16-1 B/1T
TYPE
COMMENTS
L 1
5'-8'
BF16-1B/1T
L 2
9'-8'
8F16-1B/1T
L 3
7'-8'
BF16-1B/1T
L 4
8'-0'
8F16-1B/1T
L 5
22'-0'
8F16-1B/1T
PRESTRESSED
L 6
4'-6'
8F16=0B/1T
L 7
4'-6'
8F16-0B/1T
L 8
5'-8'
8F16-0B/1T
L 9
4'-6'
8F16-0B/1T
L 10
4'-6'
8F16-0B/1T
L 11
3'-10'
8F16-0B/1T
2' . RECESS
L 12
17'-4'
BF16=1B/1T
PRESTRESSED
L 13.
5'-4'
8F8-0'B/1T
2' RECESS
L 14
7'-8'
8F16-1B/1T
L 15
7'-8'
8F16-1B/1T
L 16
7'-8'
8F16-1B/1T
_
L 7
�t
— — — — — — — — ,
L 5 G=290' G=180
U=215 G=180
U=79 U=79
G 415
:''•� _
U=217
L 4 G=797
U=438
L 1
G=0
U=0
MATERIALS
1, f'c precast lintels = 3500 psi,
2. f'c prestressed lintels = 6000 psi,
3, f'c grout = 3000 psi w/ Maximum 3/8' aggregate. "
4. Concrete masonry units (CMU) per ASTM C90 w/
-
minimum net area compressive strength = 1900 PSI.
5. Rebar provided In precast lintel per ASTM A.615 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 A510,
8, Mortar per ASTM C270 type M or S.
G=780_
'
U=370 ,.. L 8
L 15
GENERAL NOTES
.... = n d joints.
G 78p Provide ful mortar head and be
`
U=370 2. Shore filled Lintels, as required,
3. Installation of (Intel must comply with the architectural and/or structurwith 5-1/2' tal drawin s. 8" PRECAST & PRESTRESSED U—LINTELS . 4. Lintels are manufactured with not h t th g G=780
UPLIFT
LATERAL
TYPE
LENGTH
8F8-1T
BF12-1T
BF16-1T
BF20-1T
8F24-1T
BF28-1T
BF32-1T
8U8
BF8
8F8-2T
8FI2-2T
BF16-2T
F20-2T
F24-2
BF28-2
F32-2T
2'-10'C34') PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
2727
2784
3981
5190
6407
7630
0057
3'-6' (42') PRECAST
2165
2289
3260
4237
5219
6204
7192
1257
.1257
2165
2215
3165
4125
5091
6061
7036
4'-0' (48') PRECAST
1878
1989
2832
3680
4532
5387
6245.
938
938
1878
1925
2750
3583
4422
5264
6110
4'-G' (54') PRECAST
1660
1762
2507
3257
4010
4767
5525
727
. 727
1660
1705
2435
3171
3913
4658
5406,
5'-4' <64') PRECAST
1393.0
I484
2110
2741
3375
4010
4648
505
505
1393
1437
2050
2670
3293
3920
4549
5',10'C70'> PRECAST
1272*
1357
1930
2505
3084
3665
4247
418
418
127E
1315
1875
2441
3010
3583
4157
6'-6' <78'7 PRECAST
11419
1200
1733
2250
2769
3290
3612
707
887
1141
ME!1684
2192
2703
3216
373E
7'-6' (90') PRECAST
959x
912
1475
1914
2354
2197
3240
591
657
990
1029
1466
1907
2351
2797
3245
9'-4' (112')PRECAST
801M
612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
2271
2634
10'-6'(126') PRECAST
716a
498
793
1027
1261
1496
1731
396
493
716
611 ,
1039
1389
1711
2034
2358
111-4'(136') PRECAST
666x
439
696
899
1104
1309
1515
363
556
666
535
905
1295.
1595
1896
2198.
12'-O'<144') PRECAST
607x
400
631
816
1001
1186
1372
340
494
631
4e6
e1@
1209
Isla
1799
2086
13'-4'C160') PRECAST
500*
340
532
686 .
841
997
1153
302
398
573
409
682
1004
1367
1637
1897
14'-0'(168') PRECAST
4589
316
493
635
778
922
1065
286
360
54EI 1
378
629
922
1254
1567
1816
14'-8'C176')PRESTRESSED
243
295
459
591
724
857K667
N.R.
357
243
352
582
852
1156
1491
15'-4'<I84')PRESTRESSE➢
228
278
430
553
677
801
N.R.
327
228
329
542
791
1072
1381
17'-4'(208')PRESTRESSED
188
236
361
464
567
670
N.R.
255
188
276
449
649
874
1121
19'-4'C232')PRESTRESSED
165
207
313
401
490
578165239
N.R.
204
383
550.
736
940
21'-4'C256')PRESTRESSED
145
186
278
356
433
512
N.R.
172
2212336
477
635
807
22'-O'(264')PRESTRESSED
140
100
260
343
418
493
568
N.R.
161
137
205
322
457
607
771 1
947 1
24'-O'(288')PRESTRE.SSED
127 -
165
P-44
312
380
447
515
=N.R135
124
186'
290
400
53B
680
B33
g. c es a e ends to accommodate
verticat .cell r.elnfgrclnq. and grouting. U=370 L 9
5. All lintels meet or. exceed L/360 vertical deflection, except lintels 17'-4' and
Longer with a nominat height of :.8' meet or exceed L/180.
6. Bottom field added rebar to be Locatedatthe bottom of *the (Intel 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 . tleu .of concrete masonry units.
••� 9. Safe load ratings based on rational design analysis per. ACI 318 and AC1 530
8U8 8F8-0B/1T 8F8-1B/1T e SAFE LOAD TABLE NOTES
9
1, All values based on minimum 4' bearing. Exceptlogt Safe, loads for unfilled '
lintels must be reduced by 20% If bearing' length Is Less than 6-1/21,
Safe loads for all recessed.11ntels based,on:8' nominal bearing;
r
2. N.R. = Not Rated,
3, Safe loads are total superimposed ttowable'load on 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
ad
dlonal relnforc d Masonry above the prec%st lintel.
�. •..
+ 6. One #7 rebar may be substituted for two #5.:rebars In 8' lintels only. ;
es a
7, The designer may evaluate concentrated loads from the safe 'load tables b
.• y
«; :�;ti ,•' calculating the maximum resisting moment and shear at d-awa
ey from the face of support.
, For composite lintel heights not shown, use safe load from next lower height.
r 9. All safe loads In units of pounds per linear" foot.
8F"16-0B/1T 8F16-1B/1T
THIS STRUCTURE IS DESIGNED TO WITHSTAND
120 MPH WINDS PER THE FLORIDA BUILDING G=405 L 10
:' •�.1 :` `. CODE 2001 _EDITION .CHAPTER 16 U=205
(REP. ASCE 7-98) AND IS CERTIFIED AS SUCH.
L 16
• • • • • • • U=37o Motel yu•�y
8F12-1B/1T 8F20-1B/1T 8F24-1B/1T 8F24-1B/2T j•.mj
#5 REBAR AT TOP
MIN, CI) REQ'➢
,»REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR A. 1-1l2' CLEAR
8" PREc - TYPE DESIGNATION W -- - P1
AST W/ 2 RECESS DOOR U LINTELS x C.M.u.
C
GRAVITY
TYPE
LENGTH---___BRU6
BRF6-03
BRF10-0B
ORF14-0B
BRF18-OB
BRF22-0
8RF26--0
ORF30-0
BRF6-1B
BRF10-IB
ORF14-1B
BRF18-IB
BRF22-1
BRF26-1B
8RF30-1
4'-4' (52') PRECAST
1409
1591
3053
2982
3954
4929
5904
6880
1827
341E
4982
6472
7947
.9416
10078
<54') PRECAST
1357
1449
2782
2714
3600
4487
5375
6264
1702
3412
4982
6472
7947
9416
10878
5'-8' C68') PRECAST
785
832
1602
1550
2050
2566
3075
3585
1153
2162
4074
6472
6516
5014
6039
5'-10'(70') PRECAST
735
779
1500
1449
1924
. 2400
2876
3352
1103
2051
3811
6472
6516
5450
6411.
6'-B' C80') PRECAST
822
907
1677
2933
2576
3223
3872
4522
907
1677
2933
4100
6730
8177 1
707
7'-6' (90') PRECAST
665
761
1377
225E
1950.
2451
2944,
3439
764
1377
2329
36 09
5492
6624 1
5132
9'-8' (116')PRECAST
371
420
834
1253
1071
1342
1614
1886
535
928
1497
2179
2618
3595 1
2875
F = FILLED WITH GROUT / U = UNFILLED -�
F FQUANTITY ❑F #5 REBAR AT Ln tie, GROUT
BOTTOM ❑F LINTEL CAVITY o
., Z. 1
8 1 B / T o #5 REBAR AT BOTTOM
1 I • • OF LINTEL CAVITY
NOMINAL WIDTH J I BOTTOM REINFORCING
NOMINAL HEIGHT) `—QUANTITY OF #5 7-5/8'AGTUA PROVIDED IN LINTEL
NOMINAL HEIGHT—]REBAR AT TOP 8' NOMINAL WIDTH (VARIES)
9
d0
iv
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
Ian
UPLIFT
LATERAL
TYPE
LENGTH
BRF6-IT
8RF10-1T
BRF14-1T
BRFIB-IT
BRF22-1
8RF26-1
BRF30-IT
BRU6
BRF6
BRF6-2T
BRFIO-27
BRF14-2
ORFIB-2
BRF22-2
8RF26-2
8RF30-2
4'-4' <52') PRECAST
1244
1573
2413
3260
411E
4967
5825,
932
932
1244
1519
2339
3170
4008
4850
5696
4'=6' (54') PRECAST
1192
1507
2311
3121
3937
4756
5577
053
053
1192
1455
2240
3036
3037
4643
5453
5'--8' (68') PRECAST
1172
1795
2423
3055
3689
4325
501
501
924
113E
1741
2357
2978
3603
4230
5'-10'(70') PRECAST
Q96M
1138
1742
2352
2965
3501
4198
469
469
896
1099
1690
2288
2891
3497
4106
6'-8' (80') PRECAST
778
082
1513
2042
2573
. 3107
3642
B30
1100
778
956
1468
1907
2509
3035
3563
T-6' C90') PRECAST
688
697
1325
1810
2280
2753
3227'
710
941
6'B
849
1302
1762
2225
2690
3157
9'-8' (116')PRECAST
533k
433
808
1123
1413
1704
1995
516
614
533
527
1009
1369
1728
2088
,2450
u
,
O VAPOR t 2x4 o K6 I/2 G.W.B. OVER BL c , (2) i6a NAll,e , EA.
BARRIER W/ R-3 INSUL, END. BLOCK ADJACENT 15AYS 0 EA
BETWEEN 3/41' P.T. vERTICAL
GARAGE SHEATHINGINHING TO BLOCKL AS SHOWN. 5 w88a NAILS I'-4" I"I
PRE-ENGINEERED .WD TRUSS, 24'' O.C. FURRING a 24 O.C. . WALL , 6" O.C.
8" CMU BLOCK � -
4" GONG. SLAB +'
INSULATION ALL LAPS 48 BAR pIAMETER MIN. 3,1/2 GONG. SLAB CONT. 2X4
(2500.i i
12 ,! (1) "5 FROM.FTG-,TO '
HURRICANE ANCHOR AT EACH TRUSS 6x6 10/10 W.WM.. r'
EMBED ANCHOR INTO WALL ' TIE BEAM SPLICE TO RUNNING BAR
(TYP) AND 6 MIL. VAPOR ! . BE MIN. 25 GROUT' w u
BARRIER it' t CELL SOLID' ' r
SHINGLES ON _
2X4 8 24 O.C.
I ACCORDING TO MANUR SPEC-) • Ilk
�'
(APPL ED DOWEL LAPPED
WITH WALL RJ=1NF. :'� f5) Io.d NAILS
15' ROOF FELT ON ROOF - -- --.: r.�. , ' — — —
pRAGE:to REFER TO PLANS FOR
-�� r� - r ^III —III —III —III —I EXACT SIZE OF O.H.
SHEATHING ON ROOF TRUSSES. r — : i r — _ -- BLOCKINc�
I I--1 I r�•: GRADE ILI_
�LIL�TTI�^II� !- _
=TI= 8iix 8" THICKENED
- II� �r' - -EDGE. W/ (1) "5
PRE-ENGINEERED GABLE
ELEVATION VARIES CLEAN •' A �( _ _ _ . _ ,� r CONT. ENO 7RU85
COMPACTED FILL �_:_ITh ::, TT(=I
TOP OF MASONRY
4 9590 5TANDARD r
ALUM. DRIP EDGE DENSITY AND �s �v -� A& EN PER SHEATHING
1/2" DRYWALL �jj
TERMITE TREATED TI , : •.... ;.: (" #5 CORNER BAR I\ D OO Imo* I/2 n _ I � ,+i
Ix1 PT NAILER ! - T
GROUTED CELL
VENTED ALUM. SOFFIT 7
PROVIDE 2x4 BRACE TO SPLICE AS REQ'D,
6"xI(oo" GONG. FTG. To DI AL wi(2) FASTEN
WHERE 2ND STORY OCCURS
W/ (2) «5 S CONT.
ON CHAIRS, T�f . GOfRNEfR X E�T. NAILS. 61MPSON NG4'EA
TYP. SINGLE TIE -BEAM FTG SHALL BE 10" x 20"' 9 It I NT5 HOL BRACE To PLT. ,
W/ (1) S CONT. GROUT WALL �E I F O �C I I ` G I# 5 BAR CONT. � .
SOLID 1/2" J-BOLTS W/WABHERS(MIN. 6"
5TEM WALL. W1 � ++ � EMBED) E E ED) MIN. 6" FROM EA ND AND
3/4
GABLE BRACING g 48" O.C.,L8TA-12024" O.G.`BOT. OF PLT. TO
1 MAX. 45' FROM HORIZONTAL GABLE TRUSS, 'ATTACH STRAP TO PLT.
NOTES: U0') BRACING NOT REGL'D BEFORE PLT: 18 INSTALLED _
.WINDOW PER WINDOW --------- ----- I
WITHIN 6'-0" OF EAVES TIE BEAM COURSE
SCHEDULE WINDOW AND DOOR ASSEMBLIES TO CONFORM
TO FBG 2001 CHAPTER 1'1 SECTION 1107.4 Wi(tr'S CONT.
PT 2X8 PLT, CANT. FOR CLG:
ALL CONNECTIONS BY OTHERS SHALL BE i i NAILING SURFACE CMU WALL
CAPABLE OF RE616TING -35 PSF/+26 PSF BELOW
APROVIDE 16d NAILS GABLE ENO TRUSS TO PLT.*12" O.C. MAX
2X PT BUCKS/NAILERS SHALL EXTEND BEYOND +
INTERIOR FACE OF WINDOW, FASTEN
BUCK TO MA50NRY W/l/4"X3" TAPCONS
'RECAST GONG. 6" .FROM EDGES AND 16" O.G. MAX., POURED CELL W/I #5 BAR � �� � WALL
� � � � � J� I � /� � /`
TILL TYP. 4 ALL (.ONT. FROM BEAM TO I �l A
JNDOWS EXTERIOR FINISH (SEE ELEVATIONS) BUCKS LESS THAN 2X TO BE FASTENED FOOTING.
NT �J'
REV.:12/-7/aa
" GONG., SLAB Ii VERT REINF. BEYOND W/CUT NAILS OR EQUIVALENT, STRUCTURAL
CONNECTION OF WINDOW TO STRUCTURE 11 5T E F D O WI �l TIE 5 E A� NTS DRA. NN BY:
'ER SHT Al II BY OTHERS IN THIS CASE.
8x8x16 CONC BLOCK
GM�GK�D BY:
4" GONG. SLAB 2x4 BLOCKS, (2) 16d NAILS EA. DP,T 7/30/03
END. BLOCK. ADJACENT BAYS A EA,
WINDOW/DOOP?
i t MAIN FLOOR �j- :.; ..'.,,.:. •; : , .. .. .: ' . :, • SHEATH KG TO BLOCKS FASTEN
/8d A L8 1 _4 �� MA
-�•� PILE NAME- 1823DT1
ELEV 0'-0"—l.+Cl[ I �O 15 NT5 3/4" RECESS GRADE __----:-:;-_- ---- ®16" O.C.
C.M.U.FOUNDATION � SLIDING — �. .� — _
f p i—= = s Et cI >:A6s DR.111=T, ' ` Tif_ITTT(11=111=�Tf 1� GONT. 2X4
PROVIDE VER7 r5 DOWEL" _ I �L - PE—
AT EACH FILLED CELL BEND=_
INTO FTG W/ 30" SPLICE LAP
2-r5 CONT. x 8 THICKENED 2X4'6 a 24" O.C.
SLAB W/ (1) 05 CONT:
(5) 16d AILS (2) 16d NAILS REFER TO PLANS FOR
� _—� � �_ I 1 1-1 I h-1 I 1=1 � I 4 I/2" CA51NC� OUTLOOKERB OUTLOOKEhiEa EXACT eIZE OF O.H.
—III—III—I 11— I I^ I I I —III —I I ' I �/ I r TO TRU88. TO TRUSS. H-10 EA. TRUS8
ALUMINUM THRESHOLD I� TH I C<E I V E D EDGE 3/4u =1 � _p>++
SILL FORMER
.� 4" GONG. SLAB ON SITE
C2500PW/ ---------------1/4„ �
i�o �.T
$LIDINCGLA55 DR
6x6 10/10 W.W.M. O
WALL SECTION
W1 AND 6 MIL. VAPOR GABLE END SHEATHING
CI U 5 I EI I WALL =1'-�'+ BARRIER EXP JOINT FASTEN PER PLAN.
PROVIDE 2x4 BRACE TO
pp EA. ADJ. DIAGONAL FASTEN
XT�RIOR D( OF WALL PL TO DIAGONALw/(2) 16d
NAILS.
NT5 48" O.C. IIGA-10 to,
48" O
P EDGE'S 1 1/2" EDGE-) 2 1/2" EDGE-- APPROVED MOISTURE BARRIER
NOT LE 5 THAN NO. 15 FELT
OR KR FT WATER PROOF COVERING DBL. 2x4 TOP PLT.
GABLE BRACING im 48
10dX3" l MIN. 26 GA. GALV. STEEL O.C. MAX. 45• FROM
p CONT. FLASHING HORIZONTAL t 10�)
COMMON X Z X 2 X 4'8 is 16" O.C.
111
-�� 1
cv I/200
SRPSRBEG NTERLCKNSNFDIAGONA
STRIPS OIOIG1NFCOORM 10dX TOP PLLT.T.
.WITH ASTM D 255 OR ASTM p 3462 FASTEN SIDE WALL
COMMON— SHEATHING PER PLAN
L,
ocix3ll
COMMON Z z11
2 Z OPP. 51PE Q AE W
A_. _0+ .V _
U Q SHEATHING PE-/
cr) PLAN
N X 10dX3"
COMMON
UNDERLAYMENT TO CONFORM WITH
X OFF. SIDE ASTM D. 226, TYPE I, OR ASTM D 4869
BUCK 81PECIFIED•BY TYPE I:
WINDOtll/DOOR BEAUTY SHINGLE D ROOF PL
MANUFACTURER (2)2X4'8 (2)2X6'8 (2)2X8'8 W/ MASTIC OVER FLAEHINS
NOTE: ARCHLE55 WINDOWS SIMILAR 2IIII IIII IIII
U I '-U STUD
D
,A�'CH WINDOW 8 I'}� I C 11�2"=1'-(d" PROVIDE MIN.2:oo GA.
COS. UI IN D E TA.I L 5 GALV. STEEL DRIP EDGE
1=RAt-IING DETAIL NTs � NAIL.Il�C� 5CHEDUhE
51 2 TOP 4 61=1 BOTTOM
EACH STUD, 2" X 4" FOR WALLS AND ROOFS
STUDS a Iro" O.C.
ROOF: WITHIN 4'-0" OF ALL EAVES, GABLES,RIDC�hS,AND HIPS: NAIL .6" O.C'
ON EDGES AND INTERMEDIATE SUPPORTS ON EACH PANEL:
NOTES: _ ALL OTHER AREAS SHALL BE NAILED 6" O.C. AT THE EDGE AND 12" O.G. }+
I. MOISTURE BARRIER: APPLY HORIZONTALLY W/ MIN. 2" HORIZONTAL LAP
1/2" GYP:. BD. EA. SIDE 1/2"-GYP. BD. EA. SIDE „ IN THE INTERIOR OF THE PANEL. NAIL SHEATHING AT 4" O.C. INTO ALL
OF 2x4'S 'w 16" O.G. OF 2x4'S m 16" O.C. i (UPPER LEVER OVER LOWER LEVEL) 4 6 LAP AT VERTICAL JOINTS GABLE END TRUSS TOP CHORDS.
FASTEN PER MAN. SPECS.
GARAGE INTERIOR
GARAGE 2�" INTERIOR 2: UNDERLAYMENT APPLICATION- •
w FOR Sl-OPE6 4:12 AND ABOVE - MIN. I LAYER
61DEWALL/ GABLE ENDS: ALL SHEATHING FOR 51DEWALL5 AND GABLE
4. DRIP EDGE -
QC 1/2" DIA. A.B. m p� 1/2" DIA. A-B. START AT SAVE ( PARALLEL) PROVIDE MIN. 2" LAP END WALLS SHALL BE NAILED 6" O.C, AT THE EDGES AND 12"' O.C.
4 32" Q.G. Q 32" O.C. lU/ SUCCESSIVE LAYERS. MIN. 26 GA. GALV. STEEL AND OVERLAP A MIN, OF 2" AT INTERMEDIATE SUPPORTS. FULL DEPTH BLOCKING SHALL BE
} }
. .. .. ,-- •.,.... __ _- __ - r .. ._ °..... ..: .. • ,. :.,.:..:.. FASTEN PER MAN. SPECS. DRIP EDGE TO EXTEND I/4" BELOW SHEATHING AT EAVES PLACED AT ALL SHEATHING JOINTS NOT OCCURING AT PLATES: .
.• ..:... >- - -- - AND EXTEND BACK TO THE ROOF MIN. 2
_ �., .r
- . FASTENERS FOR UNDERLAYMENT TO
-•' :.`.NOTE;' ALL R
. ;, .,.. i,.. a.Zy_ .• '.' ;, •.. , -
--------=•-------�-----�---=•�=---� • . .. •_. ,.-- - -' __ -' w 1:, .. ;, r �� DRIP EDGE TO BE FASTENED•W% MIN, 12 GA. CORROSION
..;-: BE M.IN:,12 GAxli4 CORROSION RESISTANT'ANNULAR
A S m 12AILS: NAILS USED IN ALL SHEATHING APPLICATIQNS,,5HALL BE
Cs:SHANK OR COIL ROOFING NAILS THROUGH 32 GAxI5/e" RESISTANT ANNULAR RING SHANK NAIL O C MAX.MAX
RING 8d, COMMON,RING OF SPIRAL SHANK, OR, NOT DIPPED"
--
.• • •:.�: ••.• ,. - DIAMETER TIN CAP.
5. FLASHING-
GALVANIZED, HAND OR GxUN DRIVEN NAILS. FOR GUN DRIVEN
NAILS, THE HEAD ANC? SHANK SHALL BE THE SAME AS
6 CONT: MIN: 26 GA GALV. STEEL FASTENl p PER MAN. SPECS, 5EaUENGE: NO.
8" 810" 10° 3: ASPHALT SHINGLES - FOR HAND DRIVEN NAILS.
W/ 3" MIN. CLEAR
FASTENING -.(4) NAILS FOR`EVERY FULL SHINGLE, 6. V Y LINING(CL05ED VALLEY)- ��, � �� ALLE L �:. SHEET NO.
FROM EA. EDGE 12 0,C., NAIL ROW TO BE
LOCATED APPROX. 5Na" FROM LOWER PORTION.
PROVIDE IIX.AI'ER OF 36 WIDE ASTM D 11310 COMPLIANT
UNDERLAYMENT DETAL
�- * I THIS. STRUCTURE IS DESIGNED. TO. WITHSTAND �I
OFFSET 1=OOT� ING OFFS T' FOOTING.- INC.. ALL FASTENERS FOR SHINGLES TO BE.MIN. 12 GAAI
& CO O81ON RESISTANT ROOFING NAILS W/ 31HEAD: 120 MPH WINDS PER THE FLORIDA, BUILDING
RR
O ,� I /4" =1' -(d" 8 CODE 2001 EDITION CHAPTER 16
USE. ROOFING CEMENT FOR MAN. SPECS. (REF. ASCE-7-98) AND IS CERTIFIED AS SUCH.
—TIE-BEAM
x-P C
HEADER
PT 2x4 NAILS
2x4 ELKS.
EXT. SHEATHING
PER PLAN
PREGA5T
SILL —
W
,
•
,
rr>
:.'
�: OCK TIEREAM
s D BL
( LOW
WINDOW OPEN NCx BE
: MAY OUT BACK 2 x 8 P.T. g
1�1QTE A
:.
,
TYPICAL ROOF BNEATNITyCx ANCHOR PER
TRU38 LAYOUT:
\
1 BAR
w/ !'� RE
t0 TO ALLOW � ... . ...........
P ON . 2 WC T
\
2 +'5 REBAR W/lC BLE E P
11
AST LINTEL
$ PRECAST L
U ;, ;..;,.
BL OCKING�c AROUND G RvE
"
,
...........
.. .,. ............:..
TA ON ANCHORS
MIN2 C P
.'
.� �
H25 6TUfb i0 ,
PLATE (T P)
24"TO 2x8 •
•
MITER CORNER AND FILL
_.
LINTEL W/ 1 No_ 5 5A CONT.
HOOK AROUND VERT, No. 5
111(oll OSB W/ Bd.NAILs �I r
- � " O.C.TO SIDE 4 TOP .:. .., L� TA
8W/
I I�� �� D C O R � R. D� L-
2x4 PLATES
IfOd Walla at
NAILER AT BOTH 91DE5
8" O.C. Max t/I6 ° os
5G,ALE:3/411 11_�11
�-
2 x 4 SPF CONTIUOUS
PER TRU55
LAYOUT
BLOCKING ATTACHED TO
i AGGORDING
2x4 sYP BTUDFi 1324" O.C.
w
—
V16 055 w/ 2 16d NAILS
TO UFL 11`T)
MT612 FROM STUD TO
�
2 x 5 P. T. w/ TAPCON HW4-234
TRU89 l EACH STUD)
>
( 1/4 " x 2 3/4 ") m 1211 oc MAX.:
CANT.
TRUSS
ur ose BACK 4"
5F2 ®16" 0.6'
STUDS TO TOP PLATE
ANCHOR PER
PRECAST
TRU83 LAYOUT
TAP 18
GONG.
211 X 411 KNEEkNALL- STRAP
W/ STUDS @ 16" O,G.
vaRlEs
WINDOW OR
DOOR OPENING
"
SECTIONI S�
S C T I ON R�
a cMu
DETAIL
WINDOW
STAG<EE) Af;C; �R��INC
I l�l
�TR ' 0� I�D
'
a
1/2 ROUND OR ELIPTICAL WINDOW
SCALE: 3/4" = I'-0"
SCALE: 1/2-' - I'-O"
w/ PRECAST BETWEEN OPENINGS
KNOCK -OUT BLOCK
1 / ETA I J.... C� E I `t I R� KI EEE NAL-L.
REV.: 2/27/02 '
DRAWN BY:
COURSE W/ (1) 05 TOP
e
4` a
LT5 16
CHECKED BY:
DATE: 7/30/03
4 . "-HURRICANE CLIPS OR TRU55
Q ---a - ;--
HALF BLOCK COURSE
TRUSS ANCHORS - SEE R—
ANCHOR SCHEDULE
FILE NAME: 1823DT2
-� BIMP50N SPI OR 6P4
0
=
a
TOP PLATES TO, STUD
0 '
cv a
(1) 05 BAR (AS REQ'D)
CONNECTION AT 16" O.C.
STRAP TOP PLATE, HEADER
0
(LINE UP WITH FASTENER
AT BOTTOM)
CRIPPLES TOBETHER W/
LT5A 12 MIN. U.N.O. 2" X 811 LEDGER W/
0 e PRECAST CONCRETE
LINTEL (4) 16 ci NAILS PER STUD
�fRU55
. _ 2x4 STUDS ®16" O.G.
*4y #2 (OR BETTER) SYP OR SPF
;.
MID SPAN BLOCKING
BETWEEN EA. STUD
5 GARAGE kEADER 1-1/211=11_011
SP2 TOP 4 5PI BOTTOM \"- x T WEDGE ANCHORS
EACH STUD 2" X 4" ® 32",0.0: MAX. U.N.O. \° GYP. BOARD
1/2" DIAM. X 10" THRD. -ROO SET
STUDS g 16" O.C. IMP5ON 8P1 OR SP4
W/ SIMPSON "5ET" EPDXY W/
HURRICANE. CLIPS 0 16" O.G.
2 x 6 x 12 P.T. c� of OPENING I/8" X 2" WASHERS 932" O.G.
2x4 P.T. PLATE MAX. U.N.O. CENTER. BUCK 6 FROM ENDS
1/211 csYP. BD. EA. BIDE - -
OF 2x4'5 9 16" O.G. REFER TO FOUNDATION
PLAN FOR FOOTIN6 51ZE
AND LOCATION
1/2" DIA. A.B.
3/8" DIA. ANCHOR
11 aEAR1>�G WALL_ 1—I/2" 1'-011 i�fi
;.,,`-i'`J•'r i•.�,w• :1'•ti.'__3,.?,}�Yf.,n •Y:�f,�:�?iK.r':: `1 'wy?Y�,talA�i: �:ii ts•T� }Yr�l�i,'1ir' rlj. _ R FOOTINry SEE ,
,h rf r r?.rrk* r•:>r'r4.d_.. •-Y r.x ,Ly>Ic, r �,_ r� ., �+ b , . '
�. =,.. n f , ,-. n r., 2 X 4 P.T. TOP BUCKPHE
ON SHEET
i to . r ny ` f t ct xd'! ` r,T.nj • c : 1i" � w, j c c i 1Jf �{ oti PF'-, .
<.c+• "s't ri n}".aJ•:1y. „tij.R:aT•yh"tif�,4rrtr:
.�,.�
. NLr.='' "� '� r--
I" 2 X 6 P.T. BUCK EACH
_ 51DE OF OPENINGS
DF-TA I L ® LED67ER
(2) "5'5 CONT. 3/0" DIA. J-BOLT W/ 5-1/2" EMBEDMENT. (1). 05 BAR IN TIE BEAM
W/ 3" MIN. CLEAR •F111A
AT EACH DOOR BRACKET, EACH SIDE OF `n
DOOR PROVIDE 1-1/2" X 3/16" THICK
SHER W/ EACH ANCHOR
INT. 5EARING WALL_ I/2 1'-011
5TOR'( FT6.
START BOLTS AFTER
GARAGE CURB
10 E3UCK DETAIL
NTS
N
w
A� }
2"X5" 5YP RIDGE BOARD
li�'S cONT. IN TIE � NOM. 8" KK NOC-.OUT �Olp BEAM COARSE 2"X6" NO2 SYP COLLAR TIE
BLOCK
pIRL 2"X6 SYP RAFTER,024" O.C.
4 0, IN (3) 16d COMMON TOE NAILS
�Q P PROVIDE HANGxERS TO HOLD
/"'1 6 GROUT TIE BEAM AT EACH TO RIDGE TYPICAL ROOF
�� '' BAR IN PLACE DURING POUR, SHEATHING 4 NAILING
COARSE SOLID —--
REFER TO MAN. SPECS. FOR
SPACING REQUIREMENTS
RAFTER WITH
40
NOM. 8" CMU BEVEL CUT HEEL.
1 (3) IBd COMMO NAIL TO RAFTER PLATE SIN
FACE NAILS W/(3).16d NAILS
Ir 'J PROVIDE SCREEN WHEN l RAFTERS UNDER 4'-011 )
1 =0 one-V ==I nlll 14 MnT
1�=
---
— —
---
---
_
II _ I—=--__-_
---• --- ------- —
II
(1) 05 BAR IN PRECAST LINTEL `
(2) +'S's VERT. IN GROUT
FILLED GELL
(2) *S VERT. IN GROUT
FILLED CELL
(PER PLAN
ENTIRE COLUMN TO
BE GROUT FILLED
- - - - - - -
II I
II
II
I I
I I
I
II
I
I
1�
i1
II I
I-
u __
r..
7C
0
(REFERENCEi SECTION (A,2,1) ANSI/TPI 1-1995
APPROVEDt NAME (PRINT) --------------
SIGNED ----_ ------
DATE
---------------
2) TRUSSES .MUST NOT BE CUT OR ALTERED
IN ANY. WAY WITHOUT PRIOR AUTHORIZATION
BY SMYTH TRUSS COMPANY,
3) TRUSSES THAT ARE CUT OR ALTERED
WITHOUT AUTHORIZATION WILL BE REPAIRED
OR REPLACED AT CUSTOMER'S EXPENSE,
4) BACKCHARGES OF ANY KIND WILL NOT E
CONSIDERED WITHOUT PRIOR REVIEW A
WRITTEN CONSENT BY SMYTH TRUSS CnM ANY-
P.DETAIES1 r�
1) REFER TO HIB 91 (RECOMMENDATIONS` FOR
HANDLING, INSTALLATION, AND
TEMPORARY BRACING)
REFER TO ENGINEERED DRAWINGS FOR
PERMANENT BRACING REQUIRED
2) ALL TRUSSES (INCLUDING TRUSSES
UNDER VALLEY FRAMING)
MUST BE COMPLETELY DECKED
OR REFER TO VALLEY TRUSS
DETAILS FOR ALTERNATE
BRACING REQUIREMENTS
3) ALL VALLEYS TO BE CONVENTIONALLY
FRAMED BY BUILDER
L}.) INTERIOR LOAD BEARING WALLSlxxxxxxxxj
j
REFER TO ELEVATION
PLANS
FOR
SPECIFIC ROOF
P I TGH
I NFORMAT I ON
HANGER
ALL ROOF TRUSS HANGERS TO BE SIMPSON
HUS26 OR USP (KANT-SAG) THD26 UNLESS
NOTED OTHERWISE,
THIS PLAN IS TO SHO1N B�SIG ROOF
GONF16URATION ONLY, REFER TO TRUSS
MANUFAGTURF-R ENC51 NEERI NCB DRA NI NGS
FOR TRUSS FRAM I NO AND PROFILES
THIS STRUCTURE IS DESIGNED TO WITHSTAND
120 MPH WINDS PER THE FLORIDA BUILDING
CODE 2001 EDITION CHAPTER 16
(REF. ASCE-7-98) AND IS CERTIFIED AS SUCH. .
SIMPSON
L
USP (KANT--S
G) -
HUS261
OR
THD26
®-
HHUS26-2
OR
THD26-2
0 =
HHUS28-2
OR
THD28=2
0-
HHUS48
OR
THD48
-
HGUS26-2
OR
.. THDH26=2
0-
HGUS88-2
OR
THDH28-2
C) -
HGUS28-
3 OR
THDH28-.3
0
SUL/R210 OR
SKH21OL/R
0 -
HGUS48.
OR
THDH48
07
THA422
OR
MSH422
0 -
THAC422
OR
MSH422IF
®-
' HUC410
OR
HD410IF
0 -
THJA26
OR
HJC26