HomeMy WebLinkAbout35885 Saddle Palm WayI
ol 501-01
31-01 31-51
3'-b'x3'-b' A/C 3'-O'xb'-b',
LOCATION (MR 3' A13OVE CmNC. PAD
FNI614ED GIRADE) iA m
AIC M ELEVATION
0'-4-
LE Is 0 01 % I
INDICATES I - to VERT. MBAR - - - - - - - - - - - I - - - - - - - --- - - - - -4
IN MASONRY CELL FILLED liCE;5
SOLID W/ CONCIRM. I 1/2'xb' AT 55D
VERT. MINF. SHALL BE HOOKED
INTO BEAM ABOVE 4 FTG. BELOW Klu
PROVIDE 25'MIK LAP WHERE
SPLICED 4 WIIRE TOGETHER
20-o' TO GAR. WALL
PARTIAL FOUNDATiON FLAN ELEV, 11511
SCALE. 1/4'=I'-O'
EI-Ev
IiTION AT 04'
—(&aa
IED)
31/2'MIN. Wisla
NAL) CONC. BLA13 ON GRADE
W/ bxb 1111.4 x 1111.4
IE614 IN TOP OF 11/2' OF SLAB
4
OR 4' P15ER ME,%
I CONC. SLAB OVER POLY
VAPOR BARRIEF
ON COMPACTED AND TEWITE
TREATED GRANUL
AIR FILL
Lu
CONTROL JOINT
INSTALL UNDE5nROUND
PVC FOR ELECTRI CAL.
zo
\11-
WIWS To ISLAND CAB NET.
-lo
ELECTRICAL
CONTROL JOINT
- - - - - - - -
- - + - -
- - - - -
---
- -
I' DEEP
..............................
......................... ..........
..........
REP.
....................... -
-----------
..........
��Tl;g JOINT
- - - - -
- - - --- - - -
V.
STEP
W.C.
- ---- -------- ---------
L
T-10' 1, 41-01 1, �1-41
H.B.
5'-4' 1, 4T-41
0 0 NJ
— — — — — -- — — — — — — — —
Lul
20'-1'
7o'
W. D.
. .........
NOTE,
PROVIDE GAS DROPS
(IF REWIRED) FOR ALL
GAS APPLIANCES.
(VERIFY LOCATION OF
63
H.B. ALL GAS APPLIANCES ON
--------------- ---
...........
A- 0 FLOOR PLAN PRIOR TO
C04TROL JOINT
oe, 41-41 1' DEEP
21'-b'
T-10- T-11' 2.
----- ---------- --------------------- - --------------
. . . ............. -------------
LAV
PAN
6K
ms
0-+
......... .
CONTROL JOINT
1/25
/2
Fl.-DEE-P - - -
-
ES5
13'-4'
31'-4-
<9>
�3
NOTE: PROVIDE 11/2' DF
EP x 13'
WIDE RECESS, AND EXn-ND
6-
ELEVATION
1-1/2
C)
BEYOND AT EA END
ELEVATION CA
q BE NO MORE
THAN 1-1/2'BELOW
TOP OF
EGRESS DOOR
THRESHOLD,
i:
L--
- - - - - -
--i
FIELD VERIFY.
OEM
L
0
+
53
(�)5"-41
(�)4'-�'
1
4'-9'
31-10,
1
- I,
at-0.
1'-8'
131-41
1
11-41
1.
29'-4'
501-01
(D FOUNDATION FLAN
SCALE- 1/4'=I'-O'
�A
I
I
RV
'4AILING
:' -)063 F�Lo 41 f� Cok'
G
OR011�
0
Pj A
SYMOL5
5UILDIWj SECTION KEY
(Section No. over 84-eet No)
INTERIOR ELEVATION KEY
(Elev. No. over Sheet No.)
DETAIL KEY
(Detail No. over &vet No)
0
WINDOW SCHEDULE KEY
(SEE WINDOW SC14EDULE SHT.
0—
STRUCTURAL NOTE
0-+
140-af 5155
H.5.
FOUNDATION NOTES: I
I. SEE SHEET 5N FOR TERMITE PROTECTION
SPECIFICATIONS
2. A FOUNDATION SURVEY SHALL 5E PERr-ORMED
AND A COPY OF THE SURVEY SHALL 5E ON THE
51TE FOR THE WILDING INSPECTORS USE. ORALL
PROPERTY MARKERS SHALL 5E EXPOSED AN[) A
STRING STRECTCHED FROM MARKER TO MARKER
TO VERIFY REQUIRED SET5ACKS.
3. THE FOOTING 15 DESIGNED 5,45ED ON 2000PSF
SOIL 5EARING PRESSURE. CONTRACTOR/OWNER
SHALL VERIFY SOIL 5EARING PRESSURE OF- THE
PROPOSED SITE.
NOTE:
50RACARE TREATED LUM5ER 15ANALTEFRNATIVE
TERMITE PROTECTION TO SOIL POISONING
ISSUMCE OF PLANS FROM TH16 DE60M OFFICE $HALL NOT RELIEVE THE BUILDER OF
RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE
13UILDNG CODES PRIOR TO COMMENCEMENT OF MY CONSTIRUCTION.
ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING
CODES SHALL BE 5ROUGiHT TO THE ATTENTION OF THE DE6006 OFFICE FOR CORRECTION 5FiM
COMMENCEMENT OF ANY CONSTRICTION,
ANY REVINONS OR CWAMS, NOT RELATED TO THE COFMCTION OF ERRORS THAT ARE MADE
AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES.
IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE
DESIGWIRS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE
r-OOTING SCHEDULE
mr, 0
SIZE
IRENFORr-1ws
DEPTH
r-1
2'-0' x 2'-0'
(4) S EACH WAY
W DEEf*
F2
2'-&' x 2'-6'
(4) wo EACH WAY
16, DEEP I
0,
..........
...................
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.danscoenginee�ng.com
CA 25948
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 MPH (Vasd=1 08MPH), 3 SEC. GUST,
EXPOSURE "C" ENCLOSED (INTERNAL
PRESSURE COEFFICIENT = +-0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWING ONLY.
0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
02D19-THESE DRAWINGS AND DESIGNS ARE THE
JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
12.12.17
6TH ED. (2017) FBC
1.00 UPDATES
07.31.18
ELEV. A TRUSS LAYOUT
1.01
REVISED
01,25.19
BEARING WALL NOTE
1.02
C'R"'CA'ON
02.07.19
1.03 USE SIMPSON H I OA ILO
USP RT16
I
VERSION NO., 1.03 02.07.19
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SHEET TITLE:
FOUNDATION PLAN
SHEET INFORMATION:
JOB NO.: 390221
DATE ISSUED: 02.20.19
DRAWN BY: JH
REVIEWED BY: TH
I
L
00
'IT
04
t-0
r—
1(0,5a X 3(0'H
COLU% 5
5YMOL6
BUILDING SECTION KEY
(Section No. over S�est No.)
INTERIOR ELEVATION KEY
(Elev. No. over Sheet No.)
DETAIL KEY
(Detail No. over 5heet No.)
0
LUINDOW SCHEDULE KEY
(SEE WINDOW 504EDULE SHT.
0-
STRUCTURAL NOTE
0-+
H05E 5155
H.5.
MAW,
TYPE
A
255H
13
355H
C
246W (TEMP)
6' DIA STD. STEEL PIPE
FILLED SOLID W/ CONCRETE
EM5EDED PIPE PROTECTED
W1 CATALYZED POLYURETHANE
AN
CONC. SLAB, SEE PL Z7
-7
CONIC. FOOTING, SEE PLAN b MIL VAPOR BARRIER
C". SOIL, SEE PLAN
FIFE f5OLLARD DETAIL
5CALE; 1/2'4-0'
FARTIAL FLOOR FLAN � ELEV 11511
NOTE TO TRM C40MPANY:
ALIGN TRUSSES TO
ALLOW FOR A.H. TO
13E ALIGNED
50ALE: 114'=1'-O'
NOTE: AA STAND DIMENSIONS
ALL INTERIOR ANGLE GAS : b' H. x 3b' W. x 52' L.
WALLS AIRE AT 45 DEG. ELEC; 24' H. x 36' W. x 52' L.
AREA T,45ULATION
MOL)EL 260(o
LIVING AREA 251(o 5.F.
GARAGE (o 14 5P.
covEREE) ENTRY - ELEv.A" 51 5,F,
GOVERE[) ENTRY - ELEV. V 6(0 5P.
TOTAL AREA "A= 3301 5F. 13`= 340(o 5R
WINDOW 5CHEDULE
ROUGH OPENING
HEAD HEIGHT
CLEAR OPENING
36, x 631
(01-61
33312'WIDE X 2b25'HIGH
54'x 63'
bi-81
48312' WIDE X 205' HIGH
38' x 51'
61-bi
33312'WIDE X 2025'HIGH
CLEAR OPENING S.F. $ILL HEIGHT
�M 6f. It-bg
6.81 SP. 11-61
48 S.F. 21-61
I
P9
501-01
T-4- 01 5'-4 ol 91-41 61-21
�(SPAN OVER
�2 OPENINGS) 1+23.4 / -25.6 P5F I I
1+252 / -215 FISF 1145 MPH 6066 TEMP.
+242 &A PSF 14OMPW 1 1+242 -26.4 P6F 14OMPH
1+261 -2 �A PSF 1145 MPH I �2b] -28.4 1% 1145 MPH
Lu
FAMILY ROOM
14'-4
18'-4'x 20'-2'
VAULT CLG. T.,
- - - - - - - - - -
I
SLOn UP 2:12
X
5
Lu
1!-M
No
FLEX
13' 4' x 114'
81-01 CLG.
14'-0'
5EDROOM 2
114, X IT-0,
V-ol cLG.
34' HIGH ME
WALL BELOW
41-01 41-61 -21 -Vi
Z_
12' COUNTER
EXTENSION
�N
�x
a" 41-01
8'- 4' "AD
21 4
114ALL
co
NQ
%Q
N
6HOWER/TU5
(4) 614.
COMBO
"'AINE
N
4
a�TH -2
T
x\
E=
4-
54R
+21.4 43h lig
I R0
51
DP'
13EDROOM 3
12'-O'x 114'
N
b'-0'CLG.
N
N
A
N
EA 1+24.8 / -210 PSF 14OMPH
/ -2ciO) PSF IA5MPH
.8. (0'.81 11.01 31-41
131-41
5
Ax
1+242/ -26.4 P% I 4OMPH (SPAN OVER
D,4 1426.1/ -28.4 Pff 1145 MPH 1 2 OPENING6) 1+242/ -2b.4 PSF
tW.5 1+26-1 .' /-28.4
%
1=4
MA5TER 5UITE
�jj�
(SIM. SEE NOTE 01
18'-O'x 144'
53
FOR MORE INFO)
-ol cLG.
x
, - 1 10.
101
s,
J�_
54R
................
CLAV.
F
36'42'ATTIC
ACCESS
L I
X
10.
WIG,
01 cu.
io
v-v ara.
K
(51M. SEE NOTE
11
F
�,L3�)
FOR MORE W)
\x,
04fK 0 IDAM i TP\1 . 111.
5EDROOM 4
D'-O'x 124' E2
81-01 CLG.
0-08
I y I / I W_ >4
54 CLG !ZA
R
4 su
_j 0 CLG.
W.H.
PIPE 5OLLARD (W�l
OPTION GAS WR ONLY)
SEE DETAIL A/2
NOTE: W.H. $HALL BE ELEVATED 36'42'ATTIC,
MIN. 18' ABOVE GARAGE Ff. W1 L
tellm III/nIT IIPI IPT OPTION GAS W.H ONLY
Cc;
�3 4 SEE NOTE 41 FOR
MORE INFO)
D 3 GAIR GAIRAGE
53 304, X 204,
LINE OF GARAGE DOOR V-ol cLG.
IN OPEN POSITION
F_ -1 r - - - - - - --
K K
64 54
V-0' x 1'-0' O.H. G 4RAGE DR
F,2-2.3 / -253 P% 1 IV`IPHj
1+242 / -211 Ti_4�m_p�w
PROVIDE WEATHER
STRIPPING AROUND
PERIMETER OF DOOR
METAL
THRESHOLD
21-01 29'-4'
501-01
0_��
9'-4-
IS",
LINE OF GARAGE DOOR
IN OPEN POSITION
IV-0' x 1'-0' 0,14, GARAGE OR
F+-21.4/ '23,8 fw5f 1,
1+23.1/ -256 F% Ij
K
64
21.81
DIMENSION CONVENTION
?ALL & EXTERIOR OPENING DIMENSION
"-OUTSIDE FACE OF 8"
NOMINAL BLOCK
4" FRAME WALL U.N.O.
111W110101
VERTICAL REINFORCMENT IN C.M.U. $HEAR WALL W1 (I -NO. 5 BAR IN
GROUTED CELL TYPICAL UNat HOOK INTO TIE BEAM AT TOP 4
FOOTIWj AT BOTTOM.)
FILL CELL TO ONE COURSE A5V PIPE (NO RE5AR)
C CMU $HEAR WALL (5LOMS BETWEEN FILLED CELLS AIRE NOT
TO BE FILLED UNLESS SHOWN ON THE PLAN)
6-0' TOP OF MASONRY
cJ'-4' TOP OF MASONRY
eses 5EARINGG WALL 2X STUDS 0 IV O.C. W1 1/2' GYP. (UND. ON PLAN)
2X STUD W1 1/2' GYP. (UMO. ON PLAN)
PL.00R PL.AN NOTES:
1.
INSTALLATION INIF-ORMATION.
2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE,
INSPECTED, AND APPROVED BEFORE REQUESTING THE FRMINGG INSPECTION (PER
F5C 1103),
3. *-DENOTES EGRESS WINDOW
4. GARAGE DOOR SHALL BE LABELED WITH A PERMANIENT LABEL PROVIDED BY THE
MANLIFACTURER.
5. EXTERIOR WINDOWS 4 DOM SHALL BE LABELED WITH A PERMANENT LABEL,
MAIRKINI5, OR ETC44ING PROVIDING TRACEA51LITY TO THE MANUFACTURER AND
PRODUCT.
6. LISTED WIND PRESSURES AT EACH OPENING AIRE ALLOWABLE STRESS DESIGN
PRESSURES. FOR ULTIMATE DESIGN FRESSURIES SHALL BE PERMITTED TO BE
DIVIDED BY 010.
-!Q 1. OPENINGS BETUEEN THE GARAGE AND RESIDENCE WALL BE EQUIPPED W1 SOLID
WOOD DOORS NOT LESS THAN 13/5' IN TWICME65, 50LID OR HONEYCOM5-COIRE
STEEL DOM NOT LE65 THAN 13/8' THICK OR 20-MNUTE FIRE -RATED DOORS.
8. DUCTS IN THE GARAGE ANID DUCT$ PENETRATING THE WALLS OR CEILINGS
SEPARATING THE DWELLIW-s FROM THE GARAGE SHALL BE CONSTRUCTED OF A MR
NO. 26GA SHEET STEEL, 1- MINIMUM RIGID NONMETALLIC CLA65 0 OR CLASS I DUCT
BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE
GARAGE
Nourrms
PROVIDE (1) 0 5 CONT. IN 8' P.C. LINTEL 4 (1) 0 5 IN 8' KO. BLOCK ABOVE,
FILLED SOLID WITH GROUT.
PROVIDE 5' P.C. LINTEL 4 (1) So IN 8' KO. BLOCK ABOVE, FILLED SOLID W/
GROUT
PROVIDE (1) # 5 CONT. IN 8" P.C. LINTEL W/ 2"RECESS 4 (1) 0 5 IN 8"K.O. BLOCK
ABOVE, FILLED SOLID WITH GROUT
PROVIDE (1) 05 IN 8' P.C. LINTEL FILL SOLID W1 GROUT
(3) 2x4 COLUMN W/ 4-ed TOENAILS TOP 4 50TTOM
(SIM) (2) 2x15 SPM HEADER W/ BLOCKING. PROVIDE (1) 2x( , JAM STUD a EA
ENE) OF HEADER
ALIGN (2) 2X4 STUDS BENEATH EACH TRUSS W1 4-&d TOENAILS TOP 4 50TTOM
(2) 2X& 5PFJ2 5EAM W/ USP PTUJ20 a COLUMN 4 USP T141)28-2 MASONRY
H44GER AT WALL END. EXTDO BEAM PAST COLUMNI TO SUPPORT GABLE
TIRUSS
(2) 2X8 SFM BEAM W1 USP T141)28-2 1444GER 0 SIDE BEAM,
USING 6-16D 4 (6-101) NAIL$, AND USP HTW20 0 INTERIOR COLUIMN
4X4 P.T. COLU-N ON CMU COLUMN BASE W/ (2) USIP TDL5 OR USIP PAU44 a
BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XF` EPDXY OR EQUIV.
FOR ANCHOR BOLTS
NOTE:
1. POWER BOX LINTEL (18 GAUGE) CAN BE USED N LIEU a PRECAST LINTEL FOR EQUAL DEPTH 4
REINFORCEMENT INFO AS INDICATED ABOVE (IREFER TO POWER BOX LINTEL CATALOG FOR
MORE INFO)
ISSUANCE OF PLANS FROM THIS DESIGNER5 OFFICE SHALL NOT RELIEVE T14E
BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND
ADHEIRENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTIM
ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADWERENCE TO
APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF T14E
DESIGNERS OFFICE FOR CORRECTION IBEFOIRE COMMENMMT OF ANY CONSTIRIUCTION.
ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAI
ARE MADE AFTER T14E FINAL PLANS HAVE BEEN COMPLETED $HALL BE SUBJECT TO
ADDITIONAL FEES.
IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER
THAN THE DESIGNERS OFFICE, THE DESIGNER SWALL NOT BE WELD RESPONSIBLE.
............ . . .. .. .. .. .. .. ..
1111+01"N' 10
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flo6da 33572
p. 813.645.0166
f. 813.645.9698
www.danscoengineering.com
CA 25948
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U-i C) L0
(y) (y)
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 MPH (Vasd=108MPH), 3 SEC. GUST,
EXPOSURE "C'. ENCLOSED (INTERNAL
PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRf1TEN
CONSENT FROM LENNAR CORPORATION.
02C)19-THESE DRAWINGS AND DESIGNSARETHE
JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
THE CLIENT ON THIS PROJECT, ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
12.12.17
1.00 UPDATES
07.31.18
1.01 ELEV. A TRUSS LAYOUT
REVISED
01.25.19
1.02 BEARING WALL NOTE
CLARIFICATION
02.07.19
USE SIMPSON H10A ILO
1.03
USP RT16A
VERSION NO. 1.03 02.07.19
%
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LLJ
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SHEET TITLE:
FLOOR PLAN
GENERAL NOTES & INFO
SHEET INFORMATION:
JOB NO.: 390221
DATE ISSUED: 02.20.19
DRAWN BY: JH
REVIEWED BY: TH
2
00
"It
04
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
__�.�TYPE
LENGTH
8U8
8F8—OB
8F12-0B
8F16-0B
8F20—OB
8F24—OB
8F28—OB
8F32—OB
8F8-1B
8F12-1B
8F16-1B
8IF20-113
8F24-1B
8F28-18
8F32-1B
3'-6" (42") PRECAST
2 231
3069
3719
5163
6607
8054
9502
10951
3069
4605
6113
7547
8974
10394
11809
4'-0" (48") PRECAST
1966
2561
2751 1
3820
4890
5961
1 7034
8107
2693
4605
6113
7547
8974
10394
11809
4'-6" (54") PRECAST
1599
1969
2110
2931
3753
4576
5400
6224
2189
4375
6113
7547 (7)
8672
10294
11809
5'-4" (64") PRECAST
1217
1349
1438
1999
2560
3123
3686
4249
1663
3090 1
5365
7547 (m)
7342(19)
8733(ig)
10127(19)
5'-10"(70") PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
1451
2622
4360
7168(45)
6036(19)
7181(19)
8328(2o)l
6'-6" (78") PRECAST
908
1238
2177
3480
3031
3707
4383
5061
1238
2177
3480
5381
8360
1039�M
8825(14)
7'-6" (90") PRECAST
743
1011
1729
2632
2205
2698
3191
3685
1011
1729
2661
3898
5681
8467(44)
6472 (io
9'-4" (112") PRECAST
554
699
1160
1625
2564
3486
2818
3302
752
1245
1843
2564
3486
4705(37)
6390(47)
10'-6" (126") PRECAST
475
535
890
1247
2093
2777
2163
2536
643
1052
1533
2093
2781
3643 (m)
4754(45)
1'-4" (136") PRECAST
582
945
1366
1846
2423
3127
4006
582
945
1366
1846
2423
3127
4006
12'-0- (144") PRECAST
337
540
873
1254
1684
2193
2805
3552
540
873
1254
1684
2193
2805
3552
13'-4" (160") PRECAST
471
755
1075
1428
1838
2316
2883
471
755
1 1075
1428
1838
1 2316
2883 1
14'-0" (168") PRECAST
279
424
706
1002
1326
1697
2127
2630
442
706
1002
1326
1697
2127
2630
14'-8" (176') PRESTRESSED
N.R.
NIR
NR
NR
NR
NR
NR
NR
458
783
1370
1902
2245
2517
2712
15'-4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
412
710
1 1250
1733
2058
2320
2513
17'-4" (208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
300
548
950
1326
1609
1849
2047
19'-4" (232") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
235
420
750
1037
1282
1515
1716
21'-4" (256") PRESTRESSED
N.R .
NR
NR
NR
NR
NR
NR
NR
180
340
598
845
1114
1359
1468
22'-0- (264-) PRESTRESSED-
N.R .
NIR
NR
NR
NR
NR
NR
NR
165
315
550
784
1047
1285
1399
24'-0' (288") PRESTRESSED
NR
NR
NR
NR
NR
NR
NR
129
250
450
654
884
1092
1222
THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40
FIELD ADDED REBAR.
SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
SAFE LOAD - POUNDS PER LINEAR FOOT
TY�PE
LENGTH��
8RU6
8RF6—OB
8RF10—OB
8RF14—OB
8RF18—OB
8RF22—OB
8RF26—OB
8RF30—OB
8RF6-1B
8RF10-1B
8IRF14-113
8RF18-1B
8RF22-113
8RF26-1B
8RF30-1B
4'-4" (52") PRECAST
1635
1749
3355
3280
4349
5421
6493
7567
1891
3699
5206
6639
. 8060
9479
10893
4'-6" (54") PRECAST
1494
1596
3063
2992
3968
4946
5924
6904
1756
3699
5206
6639
8060
9479
10893
5'-8" (68") PRECAST
866
920
1770
1716
2277
2839
3402
3966
1167
2481
4567
6389
8060(34)
7917(19)
9311 (ig)
5'-10"(70") PRECAST
810
859
1653
1600
2124
2649
3174
3700
1113
2342
4242
6639(lo)
8060(39)
7402(19)
8706(19)
6'-8" (80") PRECAST
797
901
1825
3120
5048
7747
1 9448
7360
901
1825
3120
5048
7915
9479
10893(32)
7'-6" (90") PRECAST
669
755
1490
2459
3776
5743
7239
5623
755
1490
2459
3776
5743
8998(19)
10893(48)
9'-8" (116") PRECAST
1 1
411
466
1 999
1568
2253
3129
4091
3146
526 1
999
1568
2253
3129
4150
5891(47)
THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40
FIELD ADDED REBAR.
ENGINEERING
SPECIFICATIONS
I PRODUCT DESCRIPTION I
SAFE LATERAL LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD
PLF
-----..TY,PE
LENGTH
TYPE
8U8
8F8
RCW
3'-6"
(42") PRECAST
1025
1024
1598
4'-0"
(48") PRECAST
765
763
1309
4'-6"
(54") PRECAST
592
591
1073
5'-4"
(64") PRECAST
411
411
1 745
5'-10"
(70") PRECAST
340
339
616
6'-6"
(78") PRECAST
507
721
490
7'-
6 "
(9 0 ") PRECAST
424
534
363
9'-4"
(112") PRECAST
326
512
230
10'-6"
(126") PRECAST
284
401
180
11'-4"
(136") PRECAST
260
452
154
12'-0"
(144") PRECAST
244
402
137
13'-4"
(160") PRECAST
217
324
110
14'-0"
(168") PRECAST
205
293
100
14'-8"
(176") PRESTRESSED
N.R,
284
91
15'-4"
(184") PRESTRESSED
N.R.
259
8.3
17'-4"
(208") PRESTRESSED
N.R.
194
64
19'-4"
(232") PRESTRESSED
N.R.
148
52
21'-4"
(256") PRESTRESSED
N.R.
125
42
22'-0"
(264") PRESTRESSED
N.R.
116
40
24'-0"
(288") PRESTRESSED
N.R.
91
3 3
SAFE LATERAL LOADS FOR
8" PRECAST w/ 2" RECESS DOOR U-LINTELS
SAFE LOAD
PLF
LENGTH
TYPE
8RU6
8RF6
RCMU
4'-4"
(52")
PRECAST
758
757
1164
4'-6"
(54")
PRECAST
694
693
1 1073
5'-8"
(68")
PRECAST
408
407
655
5'-
10 "
(70 ")
PRECAST
382
381
616
6'-8"
(80")
PRECAST
595
788
464
7'-
6 "
(9 0 ")
PRECAST
509
674
363
9'-8"
(116') PRECAST
370
490
214
High strength precast concrete linte[s designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units.
IGENERAL NOTES 7, Cast -in -place concrete may be provided in composite lintel in lieu of
1. Provide full mortar head and bed joints. concrete masonry units,
2. Shore filled tintels as required. 8. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
3. Installation of lintel must comply with architectural, 9. The exterior surface of tintets installed in exterior concrete masonry walls
and/or structural drawings. shalt have a coating of stucco applied in accordance with ASTM C926
4. U-Lintels are manufactured with 5-1/2 inch long notches at or other approved coating,
ends to accomodate vertical cell reinforcing and grouting, 10. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal
5, Reference the CAST-CRETE Load Deflection Graph (lateral) loads should be checked for the combined loading with the
Brochure for [Intel deflection information. f Wowing equation:
6, Bottom field added rebar to be located at the bottom Applied vertical load + A - p - plied horizontal load 1'0
of [Intel cavity. Safe vertical load Safe horizontal load
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
4�0�oqol@
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-1T
8F8-2T
BF12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-2T
8F32-2T
3'-6" (42") PRECAST
1569
2655
3524
4394
5263
6132
7001
1569
2655
3524
4394
5263
6132
7001
4'-0" (48") PRECAST
1363
1 2305
3060
1 3815
4570
5325
1 6079
1363
1 2305
3060
3815
4570
5325
6079
4'-6" (54") PRECAST
1207
2040
2707
3375
4043
4711
5379
1207
2040
2707
3375
4043
4711
5379
5'-4" (64") PRECAST
1016
1715(11)
2276(4)
2838
1 3399
3961
4522 1
1016
1715
2276
2838
3399
3961
4522
5'-10"(70") PRECAST
909
1567(18)
2080(13)
2593 (9)
3107(6)
3620 (4)
4133 (3)
929
1567
2080
2593
3107
3620
4133
6'-6" (78") PRECAST
835 (12)
1407(26)
1868(21)1
2329(18)
2790(16)
3251 (1
3712(12)
835
1407
1868
2329
2790
1 3251
3712 1
7'- 6 " (9 0 ") PRECAST
727 (23)
1065(26)
1624(31)
2025(28)
2426(26)
2827(25)
3228
727
1224
1624
2025
2426
2827
3228
9'-4" (112") PRECAST
591
708(25)
1136(m)
1474(34)
1815
2157
2500
591
862
1318
1643
1969
2294
2619
10'-6" (126") PRECAST
530
575 (24)
916
1188(33)
1461 gl
1736(33)
2011(33)1
530
695
1180 (8)
1472 (4)
1763(2)
2055
2346
1'-4" (136") PRECAST
474
1 504 (23)
800 (32)
1037(32)
1274(32)
1513(32)
1753(32)
494
1 607
1042(io)l
1372(11)
1643 (8)
1915 (6).
2187 (5)
12'-0" (144") PRECAST
470 (9)
458 (a
724(31)
938 (32)
1153(32)
1369(32)
1585(32)
470
550
940(lo)
1302(15)
1560(1.3)
1818(11)
2075(lo)
13'-4" (160") PRECAST
418 (m)
386(22)
607 (3o)
785 (3o)
964(3o)
1143 (31)
1323(31)
428
460
780 (9)
1159 (21A
1418(2o)
1653(19)
1887 (1�
14'-0" (168") PRECAST
384 (Iq�358
(21)
560 (29)
724 (3o)
889 (3o)
1054(3c)
1220(3p)
410
425
717 (9)
1063(21)
1358(23)
1582(22)
1807(21)1
14'-8" (176") PRESTRESSED
239
334 (21)
520 (29)
672 (29)
825 (29)
978 (29)
1131 (3o)
246
395
1��
980 (2o)
1303(26)
1518(25)
1734(24)
15'-4" (184") PRESTRESSED
224
113 (2o)
486 (2B)
627 (29)1
769 (29)
911 (29)
1054(29)
230
368
616 (9
908 (2o)
1240(2B)
11��
1668(26)
17'-4" (208") PRESTRESSED
187
263 (19)
405 (26)
521 (27)
638 (M
756 (27)
873 (M
192
306
506 (8)
740 (19)
11005(2-�
1271(31)
1473(31)
19'-4" (232") PRESTRESSED
162
229 (17)
348 (25)
447 (25)
547 (25)
647 (25)
747 (25)
166
263
429 (8)
623 (18)
841 (26)
1059(3o)
1227(3o)
21'-4" (256") PRESTRESSED
1,12
204 (16)
307 (23)
393 g
480 (23)
568 (24)
655 (24)
142
232
373 (7)
537 (11
721 (25)
905 (29)
1048(29)
22'-0" (264") PRESTRESSED
137
197 (15)
295 (g)
379 (23)
462 (23)
546 (23)
630 g
137
223
(�
513 (1�
688 (24)
863 (28)
999 (2e)
24'-0" (288") PRESTRESSED
124
179 (14)
267 (21)
342 (21)
416 (21)
492 (21)1
567 g
124
202
319 �)_455
(16)
606(gl
757 (27)1
876 (27)�
THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40
FIELD ADDED REBAR.
SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
SAFE LOAD - POUNDS PER LINEAR FOOT
LENGTH
8RF10-1T
8RF14-1T
8RF18-1T
8RF22-1T
8RF26-1T
8RF30-1T
8RF6-2T
8RF10-2T
8RF14-2T
8RF18-2T
8RF22-2T
8RF26-2T
8RF30-2T
4'-4" (52") PRECAST
905
1668
2362
3056
3751
4445
5140
905
1668
2362
3056
3751
4445
5140
4'-6" (54") PRECAST
867
1604
2272
2939
3607
1 4275
4943
867
1604
2272
2939
3607
4275
4943
5'-8" (68") PRECAST
675
1269(16)
1797
2326 M
2854M
3382
3911
675
1269
1797
2326
2854
3382
3911
5'-10"(70") PRECAST
655
1207(16)
1746(11)
2259 (7)1
2773 (5)
3286 (3)
2799 (1)
655
1233
1746
2259
2773
3286
2799
6'-8" (80") PRECAST
570
929(16)
1530(22)
1980(19)
2429(16)
2879(15)
3329(14)1
570
1080
1530
1980
2429
2879
3329
7'-6" (90") PRECAST
506
742(16)
1364(3o)
1765(M
2166(25)
2567(24)
2968(23)
898
1364
1765
2166
2567
2968
9'-8" (116") PRECAST
395
468 (n)
884(3
1222(g
1540(34)
1859(34)]
2180(34)
395
560
1072
1386
1701
20167
2331 1
THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40
FIELD ADDED REBAR.
LINTEL SCHEDULE
NOTE: QUALITY PRECAST LINTEL IS AN ALTERNATE OPTION,
REFER TO SHEET LINTEL 2.2 FOR LOAD TABLES,
OR
CASTCRETE
8F8-OB/1T
POWERBOX
8x8-OB/1T
0-
OR
U-1-
0 0
CASTCRETE
8F1 6-0B/1T
POWERBOX
80 6-0B/1T
-140'
0-
=>
OR
IN
U61", 0
0
CASTCRETE
81`16-1 B/1T
POWERBOX
8x1 6-1 B/1T
(D
(D
0 -
0
%
OR
V.
0 0
CASTCRETE
8RF30-1B/1T
POWERBOX
8x3O-1 B/1T
OR
A40-
0 0
b
CASTCRETE
8RF14-1I3/1T
POWERBOX
8x 14-1 B/1 T
0
0
MATERIALS
0 Concrete masonry units (CMU) per ASTM C90 with minimum net
f'c 8' precast (intets = 4000 psi
area compressive strenght = 1900 psi
f'c 8' prestressed, 6' and 12' precast lintels = 6000 psi
e Rebar per ASTM A615 Grade 60
f'c 4' precast tintels = 3000 psi
- Prestressing strand per ASTM A416 Grade 270 low relaxation
Grout per ASTM C476 fg = 3000 psi w/ maximum
e 7/32 inch wire per ASTM A510
3/8 inch aggregate and 8 to 11 inch slump,
* Mortar per ASTM C270 Type M or S
[SAFE
LOAD TABLE NOTES
i,
All values based on minimum 4 inch nominal bearing,
8. For composite [Intel heights not shown, use safe load from
Exception: Safe loads for unfilled (Intets must be reduced
next tower height,
by 20 7. if bearing length is less than 6-1/2 inches.
9. For lintel tengths not shown, use safe load from
2,
N.R. = Not Rated,
next longest length,
3,
Safe loads are superimposed allowable load.
10, All safe loads in units of pounds per Unear foot.
4.
Saf e toads based on Grade 40 or Grade 60 f leld rebar,
11, All safe toads based on simply supported span,
5.
Additional lateral load capacity can be obtained by the
12,The number in the parenthesis indicates the percent reduction
designer by providing additional reinforced masonry above
for grade 40 field added rebar,
the precast [Intel.
Example: 7'-6' lintel Type 8F32-1B safe gravity load = 6472 (15)
6.
One #7 rebar may be substituted f or two #5 rebars in 8' tinte(s
only, w/ 157 reduction => 6472 (85) = 5501 plf
7.
The designer may evalute concentrated toads from the safe load
tables
by calculating the maximum resisting moment and shear at d-away
from the face of support,
(D
G)
U(SPAN OVER
F 2 OPENINGS)
F
F
(�)
(SPAN OVER
2 OPENINGS)
00\%--(2)
8'xl2'xl/2' OZ
I
MINIMUM BEARING
PLATES
0
0
\—WOOD
0
SHORE
0
(2-2x4 CULU
BLOCK SHORIE—/
0
MINIMUM)
01
.1
IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 84'
AND LESS THAN 154'. ON SPANS GREATER THAN 164' PLACE SHORING AT 81-0'
CENTERS, MAKE SURE SHORING IS SQUARE TO LINTEL AND SECURE, MAKE SURE
SHORING SUPPORTS THE ENTIRE WIDTH OF THE BOTTOM OF THE LINTEL,
POWERBOX8 LINTEL SHORING DETAILS
SCALE: NTS
TOP OF BLOCK 2 +81-0" A,F,F,
(UNLESS NOTED OTHERWISE)
91-4$1 9'-4"
ELEV. ';A" ELEV. "A"
10 IS ri &I SIN
ELEV. "A" ONLY
NOTE:
THE LINTEL PLAN PROVIDED HEREIN BY DANSCO ENGINEERING, LLC, IS
INTENDED TO BE USED FOR STRUCTURAL INFORMATION ONLY. UNLESS
SPECIFICALLY NOTED OTHERWISE ON THE PLAN OUR CALCULATIONS ASSUME A
16" (NOM.) DEPTH BETWEEN THE TOP OF THE TIE BEAM AND BOTTOM OF THE
LINTEL. THE NUMBER OF COURSES OF MASONRY PLACED BETWEEN THE LINTEL
AND TIE BEAM IS FOR THE LOCATION OF THE TOP OF OPENING ONLY AND IS
BASED ON THE ELEVATION PLAN. IN THE EVENT OF A DISCREPANCY THE
ELEVATION PLAN SHALL TAKE PRECEDENCE. WE ARE NOT RESPONSIBLE FOR
LINTELS PLACED AT THE INCORRECT HEIGHT.
(D
. . . ......
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apo o Beac , F on a
p. 813.645.0166
f. 813.645.9698
www.danscoengineering.com
CA 25948
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BEL EF, THE TRU URAL
PLANS AND SPECIFICATIONS COMP ITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 M!H Va =1 MPH, E .
EXPOSURE "C" ENCLOSED (INTERNAL
PRESSURE COEFFICIENT = 4-1118) WIND ZONE
THIS DRA ING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
a 2019-THESE DRAWINGS AND DESIGNS ARE THE
JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
12.12.17
6TH ED. (2017) FBC
1.00 UPDATES
07.31.18
1.01 ELEV A TRUSS LAYOUT
R"'�ED
01.25.19
1.02 BEARING WALL NOTE
CLARIFICATION
02.07.19
1.03 USE SIMPSON H 1 OA ILO
USP RTI 6A
VERSION NO. 1.03 02.07.19
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SHEET TITLE:
LINTEL PLAN
SHEET INFORMATION:
JOB NO.: 390221
DATE ISSUED: 02.20.19
DRAWN BY: J H
REVIEWED BY: TH
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GENERAL. NOTES-
L) CODES
U FLORIDA BUILDWs CODE 6th EDITIOK 2on RESIDMIAL6ECTIOW R4ffl2 4
w2ft-
12 FLORDA WLDNG COM bth EDrrM 20M WWK SECTIft = 1201.
1.3 wwwj CODE wam;Enm FOR REWOM CaCRETE (ACI 318-14)
L4 eums CODE REaMMIM MD SFECIFICATM MR MASCWY 6TRJCTM
(ACI 530-13 4 ACI W.1-13)
15 MCM SOCIETY OF CIVIL D6NM MNM DE516% LOADS FOR
OUILDW36 MD OMR STRICTLIRES (AWE 1-10).
2) C014CM-
2J C04WM COMPRESSIVE STRE145M AT 26 PAYS.
211 M-CAST SSTMDAFV REW-ORTW4M PSI Mk
212 PIE -CAST DMIRES6 REWOMW-MM PSI
213 CiROLIT PER ASIM C416 - 30M PSI V MAX 3V A54e3ATE, B' To ]I -
RIM.
22 REW-01RC114 DAM
22J STEEL RACED IN M;ECAT LNM AT TIME OF FABRICATION ASIM Abb
(CfA)E 60)
222 STEEL N LKE A110 I0WW 13LOCK (RACED N FED) ASTM Abb
(GRADE 40).
23 FMTFE86 STRMDS ASTM A416 14W, STRESS RELIEVED 2V KSI
2.4 DETAIL REW-0� N ACCORDMCE ILTM ACI 35.
2B C01,0EM OPIERATM SPALL COMPLY LIM ACI STAIVARDS.
2A DO M PER ASIM Aft
3) MA69W-.
3.1 C=iFFE IIASM LINITS (CM) WALL COFM TO ASTM C-W, NX%
LEW WrM MNIMJM NET AFEA COMEVE STFMTN MMMI.
32 MORTAR VJAI COWORM TO ASTM C-2V TYPE " ORS'
33 RILL MORTAR JOM AFE REGILINED
34 MNMJM AGGRMATE 26-DAY COVANIVE 6TFMTH OF CM MD MORTAR
641ALL NOT BE LESS %M I'll - 20M FSL MASOIW STRIMTH WALL BE
ESTABLOED BY TI-E WIT STFMT4 METIM' OR ALTEMATIVELT, BY TIE
MOM TEST ME4W'UfW 116M FMIRRSM RAVE NOT M MET
4) STIRLICTLIRAL.
4J SAFE LOAD VALLM ARE BASED ON LNTELS k4VWs A MARWs OF V NM A
MNIMLIM ACCEPTABLE BEARM CF 4'FER FLORIDA BWNG CODE 6TH
EDITIOK 2011 RESIDE411AL, SECTION WAbb.3 OR FLORIDA WLDWj CODE ON
EDITIOR 2011 WWNG, SECTION M1
42 WFE LOAD YAM BASED ON IRATMAL DESM MALYS MR ACI 310 AND
ACI 530
43 DESMER MY EVALIATE CaCWTRATED LOADS FROM THE SAFE LOAD
TABLES BY CALCUTWS MOM RESISTW3 rOW AND SEAR AT d
DISTMCE MAY FROM TIC FACE OF THE &FPORr
4A FOR LM MUN AT V-VOR GFEATER VERTICAL CELL FILLED SOLID UT4
CA02 AND MNIMIM CW (V 45 VERTICAL FEBAR 15 FEM;ED AT EAC44 W CF
TIE LWEL
4.5 LNTELS TMT ME 0EMER T�IM W-V CLEAR SPM MET BE PROVIDED
TEMPORWY &IFFORT, f0t BE REMOVED WIL 2 DAYS AFTER GROLIT
PLACEM51t.
SAFE LATERAL LOADS (PLF)
8" x 8" LINTELS
LENGTH
TYPE
PLAIN
SOLID
DET. A
DET. B
2'- 10"
Precast
1105
2103
3'- 6"
Precast
689
1310
4'- 0"
Precast
514
977
4'- 6"
Precast
398
757
4- - 8"
Precast
810
2459
5- - 4!'
Precast
430
836
5'- 10"
Precast
356
690
6.-611
Precast
410
818
7- - 6"
Precast
303
606
7- - 8"
Precast
392
1100
8.-011
Precast
363
1037
8'- 4"
Precast
318
981
8'- 6"
Precast
234
467
9- - 4"
Precast
192
384
10'-6"
Precast
151
301
1 l'- 4"
Precast
132
417
12'- 0"
Precast
ill
370
12'- 6"
Precast
98
544
13- - 4"
Precast
82
298
14-0"
Precast
71
322
14'- 8"
Prestressed
N. R.
283
15'- 4"
Prestressed
N. R.
252
17- 4"
Prestressed
N.R.
183
19'- 4"
Prestressed
N. R.
167
20'- 0"
Prestressed
N. R.
167
21'- 4"
Prestressed
N. R.
129
22'- 0"
Prestressed
N. R.
120
24'- 0"
Prestressed
N. R.
96
N.R. = NOT RECOMMENDED
QUALITY PRECAST LOAD TABLES
GRAVITY & UPLIFT SAFE LOADS (PLF)
8" x 8" LINTELS
LINTEL
LENGTH
CLEAR
SPAN
TYPE
TOP BAR
BOTTOM BARS
GRAVITY
UPLIFT
PLAIN
(0)#6L (1)#6U
(1)#6L (1)#6U
(0)#SL (1)#SU
(1)#6L (2)#6U
(1)#6L [-I JIFOU
A
B
DIET. A
DET. B
DET. C
DET. B & C
DIET. D
2'- 10"
l'- 6"
Precast
2 - #2
2 - #2
NONE
2318
1550
3733
3772
3772
T- 6"
2'- 2"
Precast
2 - #2
2 - #2
NONE
1436
952
2465
2504
2504
4'- 0"
2'- 8"
Precast
2 - #2
2 - #2
NONE
1065
700
1961
2000
2000
4' - 6"
3- -2"
Precast
2 - #2
2 - #2
NONE
819
533
1625
1665
1665
4'- 8"
T- 4"
Precast
(2) D4-5 Wire
2 - #3
NONE
1453
2654
2654
2574
2574
5' - 4"
4'- 0"
Precast
2 - #2
2 - #3
NONE
931
1247
1319
1301
1301
5'- 10"
4'- 6"
Precast
2 - #2
2 - #3
NONE
817
1024
1161
1151
1151
6' - 6"
5'- 2"
Precast
2 - #2
2 - #4
NONE
692
1139
1139
968
�6-8-
T- 6"
6'- 2"
Precast
2 - #2
2 - #4
NONE
570
938
938
716
807
8"
6'- 4"
Precast
(2) D4.5 Wire
2 - #4
NONE
619
ii3b
1130
1115
1115
-7'-
8- - 0"
6'- 8"
Precast
(2) D4.5 Wire
2 - #4
NONE
581
1062
1062
1048
1048
8'-4"
T- 0"
Precast
(2) D4.5 Wire
2 - #4
NONE
548
1001
1001
979
�79
8'-6"
T-2--
Precast
2 - #2
2 - #4
NONE
483
777
720
552
692
9'- 4"
8'- 0"
Precast
2 - #2
2 - #4
NONE
428
633
639
454
618
10'- 6"
9'- 2"
Precast
2 - #2
2 - #4
NONE
368
487
550
356
538
1 l'- 4"
10'- 0"
Precast
2 - #3
2 - #5
NONE
330
544
544
430
507 1
12'- 0"
10'- 8"
Precast
2 - #3
2 - #5
NONE
308
507
507
383
475
12'- 6"
1 l'- 2"
Precast
2 - #3
2 - #5
NONE
312
570
570
391
570
13' - 4"
12'- 0"
Precast
2 - #3
2 - #5
NONE
270
433
414
308
416
14'- 0"
12'- 8"
Precast
2 - #4
2 - #5
NONE
254
388
390
279
376
14'- 8"
13'- 4"
PrestresseT
2 - #3
2 - #5
NONE
N. R.
N. R.
470
298
393
15'- 4"
14'- 0"
Prestressed
2 - #3
2 - #5
NONE
N. R.
N. R.
426
274
374
17'- 4"
16'- 0"
Prestressed
2 - #3
2 - #5
NONE
I N. R.
N. R.
324
215
322
19'- 4"
18'- 0"
Prestressed
2 - #4
2 - #5
NONE
N. R.
N. R.
252
202
281
20'-
- 8"
Prestressed
2 - #3
2 - #5
NONE
N. R.
256
256
188
262
21'- 4"
20'- 0"
Prestressed
2 - #4
2 - #5
NONE
N. R.
N. R.
200
165
229
22'- 0"
20'- 8"
Prestressed
2-
- #5
NONE
N. R.
N. R.
185
155
215
24'- 0"
22'- 8"
Prestressed
2 - #4
2 - #5
NONE
N. R.
N. R.
149
124
179 1
N.R. = NOT RECOMMENDED
GRAVITY & UPLIFT SAFE LOADS (PLF)
8" x 20" LINTELS
LINTEL
LENGTH
CLEAR
SPAN
TYPE
TOP BAR
BOTTOM BARS
GRAVITY
UPLIFT
(0)#5L (1)#5U
(1)#5L (1)#5U
(0)#5L (1)#SU
(1)#5L (2)#5U
(1)#5L (1)#5U
A
B
DIET. L
DET. M
DIET. L & M
DIET. N
2'- 10"
l'- 6"
Precast
2 - #2
2 - #2
NONE
1 6570*
8333*
6570.
6570*
3'- 6"
2'- 2"
Precast
2 - #2
2 - #2
NONE
4217*
6385*
4872*
4872*
4'- 0"
2'- 8"
Precast
2 - #2
2 - #2
NONE
3125
7192*
4373
71 0�
4'- 6"
3'-2"
Precast
2 - #2
2 - #2
NONE
2400
8507
3397
9856
4'- 8"
3'- 4"
Precast
(2) D4.5 Wire
2 - #3
NONE
8548
10000
10000
10000
5- - 4"
4'- 0"
Precast
2 - #2
2 - #3
NONE
3077
7196
2374
6§5-9
5- - 10"
4- - 6'
P recast
2 - #2
2 - #3
NONE
2529
5877
1971
5653
6'- 6"
5' - 2"
Precast
2 - #2
2 - #4
NONE
4504
4598
1578
4421
T- 6"
6'- 2"
Precast
2 - #2
2 - #4
NONE
3314
3408
1181
3336
T- 8"
6'- 4"
Precast
(2) D4.5 Wire
2 - #4
NONE
4456
4456
3785
4427
8'- 0"
6'- 8"
Precast
(2) D4.5 Wire
2 - #4
NONE
4047
4047
3443
462-1
8'- 4"
T- 0"
Precast
(2) D4.5 WIT e
2 - #4
NONE
3706
1 3706
3144
3683
8'- 6"
7- - 2"
Precast
2 - #2
2 - #4
NONE
2584
2700
920
Z-0-2
9'- 4"
8- - 0"
Precast
2 - #2
2 - #4
NONE
2204
2298
767
2151
10'- 6"
9'- 2"
Precast
2 - #2
2 - #4
NONE
1767
1897
612
1696
1 l'- 4"
10'- 0"
Precast
2 - #3
2 - #5
NONE
1742
1742
530
1 T!�6-
12'- 0"
10'- 8"
Precast
2 - #3
2 - #5
NONE
1596
1596
476
1300
12'- 6"
1 l'- 2"
Precast
2 - #3
2 - #5
NONE
1775
1775
1279
1-775
13'- 4"
12'- 0"
Precast
2 - #3
2 - #5
NONE
1365
1365
393
1057
14'- 0"
12'- 8"
Precast
2 - #4
2 - #5
NONE
1272
1272
360
961
14'- 8"
13- 4"
Prestressed
2 - #3
2 - #5
NONE
1272
1893
506
9§4--
15'- 4"
14'- 0"
Prestressed
2 - #3
2 - #5
NONE
N.R.
1724
464
915
17'- 4"
16'- 0"
Prestressed
2 - #3
2 - #5
NONE
N. R.
1330
365
72-0
19'- 4"
18- - 0"
Prestressed,
2 - #4
2 - #5
NONE
N. R.
1054
348
686
20'- 0"
18'- 8"
Prestressed
2 - #3
2 - #5
NONE
1008
1008
573
1048
21'- 4"
20'- 0"
Prestressed
2 - #4
2 - #5
NONE
N.R.
853
308
605
22'- 0"
20'- 8!'
Prestressed
2 - #4
2 - #5
NONE
N.R.
798
290
573
24'- 0"
22'- 8!'
Prestressed
2 - #4
2 - #5
NONE
N. R.
659
245
483
N.R. = NOT RECOMMENDED
* LINTEL MEETS DEEP BEAM CRITERIA
GRAVITY & UPLIFT SAFE LOADS (PLF)
8" x 24" LINTELS
LINTEL
LENGTH
CLEAR
SPAN
TYPE
TOP BAR
BOTTOM BARS
GRAVITY
UPLIFT
(0)#5L (1)#5U
(11#51L (1)#5U
(0)#5L (1)#5U
(1)#5L (1)#5U
(1)#511- (2)#5U
A
B
DIET. P
DIET. Q
DIET. P & Q
DIET. R
2' - 10"
l'- 6"
Precast
2 - #2
2 - #2
NONE
8243-
10000*
8243*
8243*
3- - 6"
2'- 2"
Precast
2 - #2
2 - #2
NONE
5321*
7708*
6195*
6195*
4- - 0"
2'- 8"
Precast
2 - #2
2 - #2
NONE
3945*
6524*
5263-
5263-
4' - 6"
3'-2"
Precast
2 - #2
2 - #2
NONE
3033
6752*
4214
6752*
4'- 8"
3'- 4"
Precast
(2) D4.5 Wire
2 - #3
NONE
6347*
6347*
6347*
6347*
5- - 4"
4'- 0"
Precast
2 - #2
2 - #3
NONE
3848
9921
2944
8538
5'- 10"
4'- 6"
Precast
2 - #2
2 - #3
NONE
3164
8183
2443
7066
6'- 6"
5'- 2"
Precast
2 - #2
2 - #4
NONE
6159
7054
1955
5633
7- - 6"
6'- 2"
Precast
2 - #2
2 - #4
NONE
4535
4864
1462
4185
T- 8"
6- - 4"
Precast
(2) D4.5 Wire
2 - #4
NONE
5967
6603
4657
6477
8'- 0"
6'- 8"
Precast
(2) D4.5 Wire
2 - #4
NONE
5430
5524
4236
5756
8'- 4"
7- 0"
Precast
(2) D4.5 Wire
2 - #4
NONE
4961
4979
3869
5178
8'- 6"
7- 2"
Precast
2 - #2
2 - #4
NONE
3471
3702
1139
3236
9- - 4"
8'-0"
Precast
2 - #2
2 - #4
NONE
2841
3081
948
2675
10'- 6"
9'- 2"
Precast
2 - #2
2 - #4
NONE
2540
2797
755
2108
1 V- 4"
10'- 0"
Precast
2 - #3
2 - #5
NONE
2252
2252
653
1809
12'- 0"
10'- 8"
Precast
2 - #3
2 - #5
NONE
2048
2048
587
1615
12'- 6"
1 T- 2"
Precast
2 - #3
2 - #5
NONE
2269
2269
1577
2269
13'- 4"
12'- 0"
Precast
2 - #3
2 - #5
NONE
1732
1732
484
1312
14'- 0"
12'- 8"
Precast
2 - #4
2 - #5
NONE
1606
1606
443
1192
14'- 8"
13- 4�
Prestressed
2 - #3
2 - #5
NONE
1606
2345
626
1237
15'- 4"
14'- 0"
Prestressed
2 - #3
2 - #5
NONE
N. R.
2137
574
1134
17' - 4"
16- - 0"
Prestressed
2 - #3
2 - #5
NONE
N. R.
1651
451
892
19'- 4"
18'- 0"
Prestressed
2 - #4
2 - #5
NONE
N.Rr-
1310
430
850
20'- 0"
18'- 8"
Prestressed
2 - #3
2 - #5
NONE
1254
1254
702
1271
4"
20'- 0"
Prestressed
2 - #4
2 - #5
NONE
N. R.
1062
381
751
20'- 8"
Prestressed
2 - #4
2 - #5
NONE
N. R.
994
359
710
22'- 8"
Prestressed
2 - #4
2 - #5
NONE
N. R.
824
302
598
N.R. = NOT RECOMMENDED
* LINTEL MEETS DEEP BEAM CRITERIA
GRAVITY & UPLIFT SAFE LOADS (PLF)
8" x 8" RECESS DOOR HEADERS
LINTEL
LENGTH
CLEAR
SPAN
DOOR
SIZE
TYPE
TOP BAR
BOTTOM BARS
GRAVITY
UPLIFT
PLAIN
(0)#5L (1)#5U
(1)#5L (1)#5U
(0)#5L (1)#5U
Fl)#SL -(l)#5U
(1)#5L (2)#5U
A
B
DIET. DA
DIET. DB
DIET. DC
DEr. DB & DC
DIET. DF
3'- 8"
2'- 4"
2- - 0"
Precast
2 - #2
2 - #2
NONE
848
852
1195
1224
1224
4- - 0"
2'- 8"
2- - 4"
Precast
2 - #2
2 - #2
NONE
697
1 699
1050
1079
1079
4'- 2"
2- - 10"
2'- 6"
Precast
(2) D4 5 Wre
2 - #3
NONE
1346
1564
1564
1320
1320
4'- 4"
3- - 0"
2- - 8"
Precast
2 - #2
2 - #2
NONE
583
583
936
965
965
4'- 6"
3- 2"
2'- 10"
Precast
2 - #2
2 - #2
NONE
536
535
887
916
916
4'- 8"
3- 4"
3'- 0"
Precast
(2) D4.5 Wire
2 - #3
NONE
1091
1278
1278
1090
1090
5'- 8"
1 4'- 4"
4'- 0"
Precast
2 - #2
2 - #3
NONE
564
1 703
694
678
678
5'- 10"
4'- 6"
4'- 2"
Precast
2 - #2
2 - #3
NONE
542
659
668
654
654
6'- 8"
5'- 4"
5'- 0"
Precast
2 - #2
2 - #4
NONE
446
680
668
530
530
7- 0"
5'-8"
5'- 4"
Precast
2 - #2
2 - #4
NONE
419
639
478
500
7- 6"
6- - 2"
5'- 10"
reca t
2 - #2
2 - #4
NONE
384
585
668
414
461
7- 8"
6'- 4"
6'- 0"
Precast
(2) D4.5 Wire
2 - #4
NONE
494
627
627
485
532 1
9'- 8"
8'- 4"
8'- 0"
Precast
2-#2
2-#4
NONE
279
364
627
244
343 1
FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE
GRAVITY & UPLIFT SAFE LOADS (PLF)
8" x 24" RECESS DOOR HEADERS
LINTEL
LENGTH
CLEAR
SPAN
DOOR
SIZE
TYPE
TOP BAR
BOTTOM BARS
GRAVITY
UPLIFT
(0)#5L (1)#5U
(1)#5L (1)#5U
(0)#5L (1)#5U
(1)#5L (1)#5U
(1)#5L (2)#5U
A
B
DIET. DQ
bET. DR
DEr. in & DR
DIET. DS
3'- 8"
2'- 4"
2'- 0"
Precast
2 - #2
2 - #2
NONE
4548*
6188*
6217*
6217*
4'- 0"
2'- 8"
2'- 4"
Precast
2 - #2
2 - #2
NONE
3744
6650*
6650*
6650*
4'- 2"
2'- 10"
2- - 6"
Precast
(2) D4.5 Wire
2 - #3
NONE
6250*
6250*
6250*
6250*
4'- 4"
3'- 0"
2'- 8"
Precast
2 - #2
2 - #2
NONE
3132
5915*
5817
5915*
4'- 6"
3' - 2"
2'- 10"
Precast
2 - #2
2 - #2
NONE
2880
9783
5361
10000
4'- 8"
3'- 4"
3 - 0"
Precast
(2) D4.5 Wre
2 - #3
NONE
5066
10000
6379
10000
5'- 8"
4'- 4"
4! - 0"
Precast
2 - #2
2 - #3
NONE
3087
7517
3272
6749
5- - 10"
4' - 6"
4- - 2"
Precast
2 - #2
2 - #3
NONE
2946
6886
3077
(�2 2 -5
6'- 8"
5' - 4"
5'. 0"
Precast
2 - #2
2 - #4
NONE
3798
5096
2320
4485
T- 0"
5'- 8"
5'- 4"
Precast
2 - #2
2 - #4
NONE
45o5
4538
2094
4034
7- - 6"
6- - 2"
5'- 10"
Precast
2 - #2
2 - #4
NONE
3869
3896
1812
3505
7- - 8"
6' - 4"
6'- 0"
Precast
(2) D4.5 Wire
2 - #4
NOIN-El
2715
4862
1856
1 4178
-8-
1 8- - 4!-
1 8'- 0"
Precast
2 - #2-
2-#4
NONE
1 1563
2400
1054
1 2235
* LINTEL MEETS DEEP BEAM CRITERIA
FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE
GRAVITY & UPLIFT SAFE LOADS (PLF)
8" x 12" LINTELS
LINTEL
LENGTH
CLEAR
SPAN
TYPE
TOP BAR
BOTTOM BARS
GRAVITY
UPLIFT
(0)#5L (1)#5U
(1)#5L (1)#5U
(0)#5L (1)#5U
(1)#5L (1)#56
(1)#5L (2)#5U
A
B
DET. E
DET. F
DET. E & F
DET. G
2'- 10"
T- 6"
Precast
- #2
2 - #2
NONE
1 2615
10000
10000
10000
3'- 6"
2- - 2"
Precast
-2
2 - #2
2 - #2
NONE
1609
6039
6093
10000
4- - 0"
2- - 8"
Precast
2 - #2
2 - #2
NONE
1186
4362
4416
10000
4- - 6"
3- -2"
Precast
2 - #2
2 - #2
NONE
907
3408
3463
10000
4- - 8"
3- - 4"
Precast
(2) D4.5 Wre
2 - #3
NONE
4683
5137
5717
5717
5'- 4"
4'- 0"
1 Precast
2 - #2
2 - #3
NONE
2135
2569
2547
2547
5'- 10"
4'- 6"
Precast
2 - #2
2 - #3
NONE
1755
2207
2198
2198
6'- 6"
5'- 2"
Precast
2 - #2
2 - #4
NONE
2024
2024
1778
1824
T- 6"
6'- 2"
Precast
2 - #2
2 - #4
NONE
1624
1624
1316
1483
T- 8"
6'- 4"
Precast
(2) D4.5 Wire
2 - #4
NONE
1921
1921
2035
2035
8'- 0"
1 6'- 8"
Precast
1(2) D4.5 Wire
2 - #4
NONE
1792
1792
1862
1897
8'- 4"
7- - 0"
Precast
(2) D4.5 Wire
2 - jF4
NONE
1679
1679
1699
1776
8'- 6"
7- 2"
Precast
2 - #2
2 - #4
NONE
1352
1352
1014
1249
9' - 4"
8'- 0"
Precast
2 - #2
2 - #4
NONE
1110
1114
835
1103
10'- 6"
9' - 2"
Precast
2 - #2
2 - #4
NONE
858
949
654
949
1 l'- 4"
10'- 0"
Precast
2 - #3
2 - #5
NONE
903
903
787
878
12'- 0"
1 10'- 8"
Precast
2 - #3
2 - #5
NONE
838
838
699
818
12'- 6"
1 l'- 2"
Precast
2 - #3
2 - #5
NONE
937
937
685
978
13'- 4"
12'- 0"
Precast
2 - #3
2 - #5
NONE
729
729
563
720
14'- 0"
12'- 8"
Precast
2 - #4
2 - #5
NONE
685
685
510
14'- 8"
13'- 4"
Prestressed
2 - #3
2 - #5
NONE
N. R.
1008
494
635
15'- 4"
14'- 0"
Prestressed
2 - #3
2 - #5
NONE
N. R.
916
453
603 1
17- 4"
1 16'- 0"
Prestressed
2 - #3
2 - #5
NONE
N. R.
702
356
524
19'- 4"
18'- 0"
Prestressed
2 - #4
2 - #5
NONE
N. R.
553
340
438
20'- 0"
18'- 8"
Prestressed
2 - #3
2 - #5
NONE
607
607
317
601
21'- 4"
20'- 0"
Prestressed
2 - #4
2 - #5
NONE
N. R.
443
277
392
22'- 0"
20'- 8"
lPrestressedl-
2--#-41
2 - #5
NONE
N. R.
414
260
380
24'- 0"
22'- 8"
jPrestressedl
2-#4
1 2-115
NONE
I N. R.
339
217
345
N.P. = NOT RECOMMENDED
GRAVITY & UPLIFT SAFE LOADS (PLF)
8" x 28" LINTELS
LINTEL
LENGTH
CLEAR
SPAN
TYPE
TOP BAR
BOTTOM BARS
GRAVITY
UPLIFT
(0)#5L (1)#5U
(1)#5L (1)#5U
(0)#5L (1)#5U
Fl)�L (1)#5u
(1)#5L (2)#5U
A
B
DIET. S
DIET. T
DET. S & T
DIET. U
2'- 10"
l'- 6"
Precast
2 - #2
2 - #2
NONE
9916*
10000*
9916*
9916*
3' - 6"
2'- 2"
Precast
2 - #2
2 - #2
NONE
6426*
9031*
7518*
7518*
4- - 0"
2'- 8"
Precast
2 - #2
2 - #2
NONE
4765*
7627*
6366*
6366*
4- - 6"
3'-2"
Precast
2 - #2
2 - #2
NONE
3666*
6541*
5031*
503T-
4'- 8"
3'- 4"
Precast
(2) D4.5 Wire
2 - #3
NONE
7220*
7220*
7220*
7220*
5'- 4"
4'- 0"
Precast
2 - #2
2 - #3
NONE
4620
5780*
3513
5780*
5'- 10"
4'- 6"
Precast
2 - #2
2 - #3
NONE
3800
6548
2915
5688
6' - 6"
5' - 2"
Precast
2 - #2
2 - #4
NONE
7376
10000
2332
4538
T- 6"
6'- 2"
Precast
2 - #2
2 - #4
NONE
5433
7067
1743
3376
T- 8"
6'- 4"
Precast
(2) D4.5 Wre
2 - #4
NONE
7086
9405
5529
9872
8' - 0"
6'- 8"
Precast
(2) D4.5 Wre
2 - #4
NONE
6448
8101
5030
8467
8'- 4"
T- 0"
Precast
(2) D4.5 Wre
2 - #4
NONE
5892
7113
4594
7410
8'- 6"
7'- 2"
Precast
2 -
-
4159
5073
1357
2
9'-4"
8'- 0"
Precast
2 - #2
2 - #4
NONE
3405
4099
1129
2164
10- - 6"
9'- 2"
Precast
2 - #2
2 - #4
NONE
2645
3222
899
1710
ll'- 4"
10'- 0"
Precast
2 - #3
2 - #5
NONE
2868
2868
777
1470
12'- 0"
10'- 8"
Precast
2 - #3
2 - #5
NONE
2586
2586
698
1314
12'- 6"
1 l'- 2"
Precast
2 - #3
2 - #5
NONE
2796
2796
1875
2E�5-7
13- - 4"
1 12'- 0"
Precast
2 - #3
2 - #5
NONE
2157
2796
575
1071
14'- 0"
12'- 8"
Precast
2 - #4
2 - #5
NONE
1988
1950
526
975
14'- 8"
13- 4"
Prestressed
2 - #3
2 - #5
NONE
N. R.
2871
746
1474
15'- 4"
14'- 0"
Prestressed
2 - #3
2 - #5
NONE
N. R.
2616
684
1353
17'- 4"
16'- 0"
Prestressed
2 - #3
2 - #5
NONE
N. R.
2023
587
1161
19- - 4"
18'-0"
Prestressed
2 - #4
2 - #5
, NONE
N. R.
1607
513
1015
20'- 0"
18'- 8"
Prestressed
2 - #3
2 - #5
NONE
1538
1538
830
1511
20'- 0"
Prestressed
2 - #4
2 - #5
NONE
N. R.
1168
454
896
20'- 8"
Prestressed
2 - #4
2 - #5
NONE
N. R.
1222
428
847
22'- 8"
Prestressed
2 - #4
2 - #5
NONE
N. R.
1014
360
N.R. = NOT RECOMMENDED
* LINTEL MEETS DEEP BEAM CRITERIA
GRAVITY & UPLIFT SAFE LOADS (PLF)
8" x 12" RECESS DOOR HEADERS
LINTEL
LENGTH
CLEAR
SPAN
DOOR
SIZE
TYPE
TOP BAR
BOTTOM BARS
GRAVITY
UPLIFT
(0)#5L (1)#5U
(1)#5L (1)#5U
(0)#5L (1)#5U
(1)#5L
(1)#5L (2)#5U
A
B
DIET. DJ
DET. DK
DEF. DJ & DIK
DET. DL
3'- 8"
2'- 4"
2'- 0"
Precast
2 - #2
2 - #2
NONE
1152
3342
3386
3386
4'- 0"
2'- 8"
2'- 4"'
Precast
2 - #2
2 - #2
NONE
945
2817
2861
2861
4- - 2"
2'- 10"
2'- 6"
Precast
(2) D4.5 Wire
2 - #3
NONE
2681
4259
3838
3838
4- - 4"
3'- 0"
2'- 8"
Precast
2 - #2
2 - #2
NONE
786
2433
2477
2477
4'- 6"
3'- 2"
2- - 10"
Precast
2 - #2
2 - #2
NONE
721
2277
2321
2321
4' - 8"
3'- 4"
3'- 0",
Precast
(2) 1345 Wire
2 - #3
NONE
1 1986
3244
2965
2965
5'- 8"
1 4'- 4"
4'- 0"
1 Precast
2 - #2
2 - #3
NONE
1204
1622
1612
1612
5'- 10"
4'- 6"
4'- 2"
Precast
2 - #2
2 - #3
NONE
1388
1552
1��
154T--
6- - 8"
5'- 4"
5- - 0"
Precast
2 - #2
2 - #4
NONE
1411
1411
1277
1277
7- - 0"
5'- 8"
5- - 4"
Precast
2 - #2
2 - #4
NONE
1315
1315
1170
1169
7'- 6"
6'- 2"
6- 10"
Precast
2 - #2
2 - #4
NONE
1192
1192
1012
1066
T- 8"
6'- 4"
6' - 0"
Precast
(2) D4.5 Wire
2-#4
NONE
1 1346
1346
1225
1 1253
8'- 4"
8'- 0"
Precast
2 - #2
2 - #4
NONE
1 805
782
597
1 771
FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE
GRAVITY & UPLIFT SAFE LOADS (PLF)
8" x 28" RECESS DOOR HEADERS
LINTEL
LENGTH
CLEAR
SPAN
DOOR
SIZE
TYPE
TOP BAR
BOTTOM BARS
GRAVITY
UPLIFT
(0)#5L (1)#SU
(1)#5L (1)#5U
(0)#5L (1)#5U
ii)#51L -(,)#5u
(1)#51- (2)#5U
--AF
B
DIET. DT
DIET. DU
DIET. DT & DU
DET. DV
3'- 8"
2' - 4"
2--0"
Precast
2 - #2
2 - #2
NONE
5544*
741 l*
7440*
7440*
4'- 0"
2'- 8"
2- - 4"
Precast
2 - #2
2 - #2
NONE
4564*
6696*
6725*
6725*
4'- 2"
2'- 10"
2'- 6"
Precast
(2) D4.5 Wire
2 - #3
NONE
7400*
7400*
7400*
7400*
4'- 4"
3'- 0"
2- - 8"
Precast
2 - #2
2 - #2
NONE
3820*
6102*
6131*
6131"
4'- 6"
3'- 2"
2'- 10"
Precast
2 - #2
2 - #2
NONE
3513*
5833*
5862*
5862*
4'- 8"
3'- 4"
3'- 0"
Precast
(2) D4.5 Wire
2 - #3
NONE
6073-
6250*
6250*
6250*
5'- 8"
4' - 4"
4'- 0"
Precast
2 - #2
2 - #3
NONE
3716
9710
4002
9749
S-10"
4'- 6"
4'- 2"
Precast
2 - #2
2 - #3
NONE
3582
9125
3763
9167
6'- 8"
5'.4"
5'- 0"
Precast
2 - #2
2 - #4
NONE
4676
7895
2838
6847
7 - 0"
5'- 8"
5'- 4"
Precast
2 - #2
2 - #4
NONE
5877
6800
2561
5985
6'- 2"
5'- 10"
Precast
2 - #2
2 - #4
NONE
5072
5623
2217
5034
6'- 4"
6'- 0"
Precast
(2) D4.5 Wire
2-#4
NONE
3272
7319
9985
6226
8'- 4"
1 8'- 0"
Precast
2-#2
2-#4
NONE
1886
3192
1301
2982
* LINTEL MEETS DEEP BEAM CRITERIA
FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE
GRAVITY & UPLIFT SAFE LOADS (PLF)
8" x 16" LINTELS
LINTEL
LENGTH
CLEAR
SPAN
TYPE
TOP BAR
BOTTOM BARS
GRAVITY
UPLIFT
(0#51- (1)#5U
(1)#5L (1)#5U
(0)#5L (1)#5U
(1)#5L (1)#5U
(1)#5L (2)#SU
A
B
DET. H
DET. J
DET. H & J
DET. K
2'- 10"
l'- 6"
Precast
2 - #2
2 - #2
NONE
4896*
6467*
4896*
4896*
3'- 6"
-
2'- 2"
Precast
2 - #2
2 - #2
NONE
3114
8164
4439
8164*
4�7-0"
2'- 8"
Precast
2 - #2
2 - #2
NONE
2305
8020
3322
8987
4'- 6"
3-2"
Precast
2 - #2
2 - #2
NONE
1770
5743
2582
6353
4'- 8"
3- - 4"
Precast
(2) D4.5 Wire
2 - #3
NONE
6614
10000
9053
10000
5- - 4"
4'- 0"
Precast
2 - #2
2 - #3
NONE
3478
4460
1806
4275
5' - 10"
4- - 6"
Precast
2 - #2
2 - #3
NONE
2863
3693
1499
3577
6- - 6"
5'- 2"
Precast
2 - #2
2 - #4
NONE
3227
3227
1201
2939
7- 6"
6'-2"
Precast
2 - #2
2 - #4
NONE
1 2498
2498
900
2322
7- 8"
-
6'- 4"
Precast
(2) D4.5 Wire
2 - #4
NONE
3071
3071
2916
3049
Y-70-"
6'- 8"
Precast
(2) D4.5 Wire
2 - #4
NONE
2831
2831
2651
2811
& - 4"
7- 0"
Precast
(2) D4.5 Wire
2 - #4
NONE
2625
2625
2421
2607
8'- 6"
7- - 2"
Precast
2 - #2
2 - #4
NONE
1946
1934
703
1922
9'- 4"
8- - 0"
Precast
2 - #2
2 - #4
NONE
1593
1674
586
1628
10'- 6"
9'- 2"
Precast
2 - #2
2 - #4
NONE
1329
1407
468
1285
1 T- 4"'
10'- 0"
Precast
2 - #3
2 - #5
NONE
1312
1312
406
1104
12'- 0"
10'- 8"
Precast
2 - #3
2 - #5
NONE
1210
1210
366
986
12'- 6"
1 l'- 2"
Precast
2 - #3
2 - #5
NONE
1354
1354
981
1354
13'- 4"
12'- 0"
Precast
2 - #3
2 - #5
NONE
1045
1045
303
802
- 1
12'- 8"
Precast
2 -
-
14'- 8"
13'- 4"
Prestressed
2 - #3
2 - #5
NONE
1 978
1418
422
830
15'- 4"
14'- 0"
Prestressed
2 - #3
2 - #5
NONE
N. R.
1290
387
760
17- 4"
16'- 0"
Prestressed
2 - #3
2 - #5
NONE
N. R.
952
326
641
19'- 4"
18'- 0"
Prestressed
2 - #4
2 - #5
NONE
N. R.
751
266
523
20'- 0"
18'- 8"
Prestressed
2 - #3
2 - #5
NONE
961
961
446
872
21'- 4"
20'- 0"
Prestressed
2 - #4
2 - #5
NONE
N. R.
678
219
431
22'- 0"
20'- 8" 1
Prestressed
2 - #4
2 - #5
NONE-1
N. R.
634
226
445
L 24- - 0"
22'- 8" 1
Prestressed
2 - i��2
- #5
NONE I
N. R. 1
522 1
174
341 1
N.R. = NOT RECOMMENDED
* LINTEL MEETS DEEP BEAM CRITERIA
GRAVITY & UPLIFT SAFE LOADS (PLF)
8" x 32" LINTELS
LINTEL
LENGTH
CLEAR
SPAN
TYPE
TOP BAR
BOTTOM BARS
GRAVITY
UPLIFT
(0)#5L (1)#5U
(1)#5L (,)#5U
(0)#51- (1)#5U
(1)#5L (1)#5U
(1)#5L (2)#5U
A
B
DIET. V
DIET. W
DIET. V & W
DET. Y
2'- 10"
l'- 6"
Precast
2 - #2
2 - #2
NONE
10000*
10000.
10000-
10000*
3'- 6"
2'- 2"
Precast
2 - #2
2 - #2
NONE
7531*
1 OG00*
8792*
8700*
4'- 0"
2'- 8"
Precast
2 - #2
2 - #2
NONE
5587*
8751*
7490*
7190*
4'- 6"
3- -2"
Precast
2 - #2
2 - #2
NONE
4300*
7565*
5849*
5849*
4'- 8"
3'- 4"
Precast
(2) D4.5 Wire
2 - #3
NONE
8194*
81947'
81W
8194*
5'- 4"
4'- 0"
Precast
2 - #2
2 - #3
NONE
5392*
6259*
4084*
4084*
5'- 10"
4' - 6"
Precast
2 - #2
2 - #3
NONE
4435
5776*
3387
5776*
6'- 6"
5'- 2"
Precast
2 - #2
2 - #4
NONE
5719
10000
2709
5283
��6"
6'- 2"
Precast
2 - #2
2 - #4
NONE
4203
9087
2025
3931
T- 8"
6'- 4"
Precast
(2) D4.5 Wire
2 - #4
NONE
5473
9564
6402
10000
8'- 0"
6'- 8"
Precast
(2) D4.5 Wire
2 - #4
NONE
4978
8706
5824
10000
8'- 4"
T- 0"
Precast
(2) D4.5 Wire
2 - #4
NONE
4546
7957
5320
10000
-
-
recas
-
-
9'- 4"
8'- 0"
Precast
2 - #2
2 - #4
NONE
2621
5257
1310
2519
10'- 6"
9' - 2"
Precast
2 - #2
2 - #4
NONE
2028
4007
1042
1989
ll'- 4"
10'- 0"
Precast
2 - #3
2 - #5
NONE
3630
3552
872
1710
12'- 0"
19 - 8"
Precast
2 - #3
2 - #5
NONE
3191
3171
783
1476
12'- 6"
1 l'- 2"
Precast
2 - #3
2 - #5
NONE
2919
3369
2174
3572
13'- 4"
12'- 0"
Precast
2 - #3
2 - #5
NONE
1 2535
2605
645
1203
14'- 0"
12'- 8"
Precast
2 - #4
2 - #5
NONE
2279
2389
609
1133
14'- 8"
13- 4"
Prestressed
2 - #3
2 - #5
NONE
N. R.
3232
865
1715
15'- 4"
14'- 0"
Prestressed
2 - #3
2 - #5
NONE
N. R.
2946
793
1572
17'- 4"
16'- 0"
Prestressed
2 - #3
2 - #5
NONE
N. R.
2280
680
1349
19'- 4"
18'-0"
Prestressed
2 - #4
2 - #5
NONE
N. R.
1814
595
1179
20'- 0"
18'- 8"
Prestressed
2 - #3
2 - #5
NONE
1737
1737
959
1778
21'- 4"
20'- 0"
Prestressed
2 - #4
2 - #5
NONE
N. R.
1474
527
1042
22'- 0"
20'- 8"
Prestressed
2 - #4
2 - #5
NONE
N. R.
1381
497
985
24'- 0"
22'- 8"
Prestressed
2 - #4
2 - #5
NONE
N. R.
1147
418
829
N.R. = NOT RECOMMENDED
* LINTEL MEETS DEEP BEAM CRITERIA
GRAVITY & UPLIFT SAFE LOADS (PLF)
8" x 16" RECESS DOOR HEADERS
LINTEL
LENGTH
CLEAR
SPAN
DOOR
SIZE
TYPE
TOP BAR
BOTTOM BARS
GRAVITY
UPLIFT
(0#51L (1)#5U
(1)#5L (1)#5U
(0)#5L (1)#5U
(1)#SL (1)#5U
(11#51L (2)#5U
A
B
DET. DD
DIET. DIE
DEr. DD & DE
DIET. DG
3'-8"
2'- 4"
2- - 0"
Precast
2 - #2
2 - #2
NONE
2558
7405
6639
6639
4'- 0"
2- - 8"
2'- 4"
Precast
2 - #2
2 - #2
NONE
2104
6071
5464
5464
4'-2"
2- - 10"
2'- 6"
Precast
(2) D4.5 Wire
2 - #3
NONE
4062
10000
7229
7229
4'- 4"
3 - 0"
2'- 8"
Precast
2 - #2
2 - #2
NONE
1758
4946
4361
4361
4'- 6"
3'- 2"
2- - 10"
Precast
2 - #2
2 - #2
NONE
1616
4526
4016
4016
4'- 8"
3'- 4"
3'- 0"
Precast
(2) D4.5 Wire
2 - #3
NONE
3bil
6797
5100
5100
5'- 8"
4'- 4"
4'- 0"
Precastj
2 - #2
2 - #3
NONE
2698
2903
2586
2586
6-10"
4'- 6"
4'-2"
Precast
2 - #2
2 - #3
NONE
2533
2754
2461
2461
6'- 8"
5'- 4"
5'- 0"
Precast
2 - #2
2 - #4
NONE
2360
2360
1921
1920
7' - 0"
5'- 8"
5'- 4"
Precast
2 - #2
2 - #4
NONE
2175
2175
1733
1783
T- 6"
6 - 2"
5'- 10"
Precast
2 - #2
2 - #4
NONE
1945
1945
1500
1610
1 7- 8"
1 6'- 4"
1 6'- 0"
1 Precast
(2) D4.5 Wire
2 - #4
NONE
1 2214
1 2214
1 1780
1843
1 9'- 8"
1 8'- 4"
1 8' - 0"
1 Precast,
2 - #2
2 - #4
NONE
1250
1 1257
1 884
1 1133
FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE
GRAVITY & UPLIFT SAFE LOADS (PLF)
8" x 32" RECESS DOOR HEADERS
LINTEL
LENGTH
CLEAR
SPAN
DOOR
S17F
TYPE
TOP BAR
BOTTOM BARS
GRAVITY
UPLIFT
(0)#5L (1)#5U
(1)#5L (1)#5U
(0)#5L (1)#5U
(1)#5L (1)#5U
(1)#5L (2)#5U
A
B
DIET. DW
DIET. DX
DIET. DN & DX
DIET. DY
3'- 8"
2'- 4"
2'- 0"
Precast
2 - #2
2 - #2
NONE
6540*
8675*
8704*
8704*
4'- 0"
1 2'- 8"
2'- 4"
1 Precast
2 - #2
2 - #2
NONE
5386*
7825*
7854:*
7854*
4'- 2"
2- - 10"
2'- 6"
Precast
(2) D4.5 Wire
2 - #3
NONE
8450*
8450*
8450*
8450*
4- - 4"
3' - 0"
2- - 8"
Precast
2 - #2
2 - #2
NONE
4508*
7026*
7055*
7055*
4- - 6"
3'- 2"
2- - 10"
Precast
2 - #2
2 - #2
NONE
4146*
6827*
68W
6856*
4- - 8"
3'- 4"
3'- 0"
Precast
(2) D4.5 Wire
2 - #3
NONE
7102*
7250*
7250*
7250*
5'- 8"
4'- 4"
4'- 0"
Precast
2 - #2
2 - #3
NONE
4336*
5500*
4733
5500*
5'- 10"
4'- 6"
4- - 2"
Precast
2 - #2
2 - #3
NONE
4218
10000
4451
10000
IS'- 8"
5' - 4"
5'- 0"
Precast
2 - #2
2 - #4
NONE
5356
10000
3356
8207
T- 0"
5'- 8"
5' - 4"
Precast
2 - #2
2 - #4
NONE
6918
9848
3029
7407
7- - 6"
6' - 2"
5'- 10"
Precast
2 - #2
2 - #4
NONE
5971
8121
2621
6409
71- 8"
6'- 4"
1 61-0
Precast
1(2) D4.5 Wire
2 - #4
NONE
3832
10000
2715
9482
8'-4"
1 8'- 0
Precast
1 2 - #2
2 - #4
NONE
2211
4137
1546
3779
* LINTEL MEETS DEEP BEAM CRITERIA
FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE
ul Flul PINI
lug M M
1 P�
11 -- -1-fif
lug M M lug swam
I I 1101un I
w w w
2' q CM 21 KCE66
DET. T)A' DEVIM' DET. VC' DET. 7- DET. 'PJ' PF, 'DW DV. -I)L'
a 1 101. u 1 14 .. M .. I
19,
1 7P-a MP
DET. TX PET, 125'
NOTE #1: (1) #4 MIN.
REQUIRED FOR DEEP BEAM ONLY
GRAVITY & UPLIFT SAFE LOADS (PLF)
8" x 20" RECESS DOOR HEADERS
LINTEL
LENGTH
CLEAR
SPAN
DOOR
SIZE
TYPE
TOP BAR
BOTTOM BARS
GRAVITY
UPLIFT
(0)#5L (1)#SU
(1)#5L (1)#5U
(0)#5L (1)#5U
(1)#5L (1)#5U
(1)#5L (2)#5U
A
B
DIET. DM
DIET. DN
DEF DIVI & DN
DIET. DIP
3'- 8"
2'- 4"
2'- 0"
Precast
2 - #2
2 - #2
NONE
3552
6213*
6213*
6213*
4'- 0"
2'- 8"
2'-4"
Precast
2 - #2
2 - #2
NONE
2923
9877
5379
10000
4'- 2"
2'- 10"
2'- 6"
Precast
(2) D4.5 Wire
2 - #3
NONE
5444
10000
1 6633
10000
4'- 4"
3'- 0"
2'- 8"
Precast
2 - #2
2 - #2
NONE
2445
8288
4520
8262
4'- 6"'
3'- 2"
2'- 19'
Precast
2-#2
2 - #2
NONE
2248
7632
4166
7332
4'- 8"
3'- 4"
3'- 0"
Precast
(2) D4.5 Wire
2 - #3
NONE
4037
10000
4925
10000
5'- 8"
4'- 4"
4'- 0"
Precast
2 - #2
2 - #3
NONE
3711
4722
2542
4101
5'- 10"
4'- 6"
4'- 2"
Precast
2 - #2
2 - #3
NONE
3485
4417
2391
3858
6' - 8"
5'- 4"
5'- 0"
Precast
2 - #2
2 - #4
NONE
3031
3382
1803
2977
7' - 0"
5' - 8"
6-4"
Precast
2 - #2
2 - #4
NONE
3240
3240
1627
2728
7-6--
6'- 2"
5'- 10"
Precast
2 - #2
2 - #4
NONE
2845
2845
1408
2423
6'- 0"
Precast
(2) D4.5 Vire
2 - #4
1 N5WffT-2163
3342
1425
2856
9' - 8"
1 8' - 4"
1 8'- 0"
Precast
- 2 - #2
2 - #4TNONE
1 1241
1 1771
806
* LINTEL MEETS DEEP BEAM CRITERIA
FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE
SAFE LATERAL LOADS (PLF)
8" x 8" RECESS DOOR HEADERS
LINTEL
LENGTH
CLEAR
SPAN
DOOR
SIZE
TYPE
PLAIN
SOLID
DET. DA
DET. DB
31- T
2'- 4"
2' - 0"
Precast
689
1185
4'- 0"
2'- B"
2- - 4"
Precast
570
979
4'- 4"
3'- 0"
2'- 8"
Precast
479
823
4'- 6"
1 3'- 2"
2- - 10"
Precast
441
758
5'- 8"
4'- 4"
4'- 0"
Precast
418
733
5'- 10"
4'- 6"
4- - 2"
Precast
393
689
61-81,
5'- 4"
5' - 0"
Precast
389
783
7' - 0"
5'- 8"
5' - 4"
Precast
386
694
7'- 6"
6'- 2"
5'- 10"
Precast
334
601
9', 8"
1 8'- 4"
8'-01.
Precast
1 197
354 1
FOR 8" WIDE x 6" HIGH LINTELS, USE THE SAME TABLE LOAD VALUES ABOVE
NOTE M
TYPE DESIGNATION
NOTE M
I)ETAIL!DT' DETAIL'PU' DETAIL'I)V'
A r%6%11-W
PET. IN DELIM DEVI'
P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S - SOLID LINTEL I F LOWER LINTEL CAVITY
[8xl 6-P-1 L / 1 U]
NOMINAL WIDTH -J QUANTITY OF #5 BAR
NOMINAL HEIGHT AT UPPER LINTEL
NOTE I
. . . . . ......
DANSC
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.danscoenginee6ng.com
CA 259
CD
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
N A DSPE IFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
as = MPH, E .
EXPOSURE "C" ENCLOSED (INTERNAL
PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRrFrEN
CONSENT FROM LENNAR CORPORATION.
02019-THESE DRAWINGS AND DESIGNS ARETHE
JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBrrED.
REVISION:
DATE
DESCRIPTION
12.12.17
6TH ED. (2017) FBC
1.00 UPDATES
07.31.18
1.01 ELEV. A TRUSS LAYOUT
REVISED
01.25.19
1.02 BEARING WALL NOTE
CLARIFICATION
02.07.19
11.03 USE SIMPSON H 10A ILO
USP RTI 6A
VERS Lo.,
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SHEET TITLE:
QUALITY PRECAST
LOAD TABLES
SHEET INFORMATION:
J B N .: 390221
DATE ISSUED: 02,20.19
DRAWN BY: JH
REVIEWED BY: TH
2e2
CN
04
-- ------------- ------ - ------------------------
------------ 11.011
11-01
01 LU
C)
(TYP.) (TYR)
41-01
OFF -RIDGE
VENT
SLOPE 5:12 LU SLOPE 5:12
NOTE:
FLASHING SHALL BE INSTALLED AT WALL AND ROOF
INTERSECTIONS, AT amiRs, AT ALL C144,65 IN ROOF
SLOPE OR DIRECTION, AND ARM ROa OMW.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
[L
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LU
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iL - - - - - - - - - - - - - - - - - - - -
ROOF PLAN
I It I
C;L,/A"r:: 1/0 =1 -V
C::::::> R005 Vr=Nr 6CPr=E)UL.E <=�
VerlN with General Contractor all roof vent
locations, quantities, and sizes. Roof vents shall
be Installed for a minimum or vented area as listed
below or equivalent oVetem per &TH ED. (20il)
FRC:, FR80r02
Roof vents or
5 ffit Vent
Mark
Location
aqua I 8�atem (sq. In.)i
(scl. in.)
RV I
Ma in
Roof
823
823
I
SEE
PLAN SEE PLAN FOR
a'-&" HEEL HGTT. j,
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Uj
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2x4 (TYP)
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5TUCCO FIN15H OVER
MTL. LATHE 4 1116' 055
SHEATHING 4 FRAM1Wj
AS REQUIRED
SEE PLANS FOR P05T 51ZE
P06T TO GMU CONNECTOR
5EE
P
REFER TO PLANS
-AN
2A SILL FRAMIWj
Ix4 (TYP.)
2x(o (TYP)
5T= FIN15H
SEE FOWATION PLANS
FOR FOOTER SIZE
0'-0" FIN, I=LfR.
15&MCE OF PLANS FROM TH15 DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF
KSPON61BILITY TO REVIEW AND VERIFY ALL NOTES, DIMENVOK AND ADHERENCE TO APPLICABLE
5UILI)lWj CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
MY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE I3UILDINGj
CODE$ WALL 13E BROUGHT TO THE ATTENTION OF THE DESIGNER5 OFFICE FOR CORRECTION 5EFM
COMMENCEMENT OF ANY CONSTRIXTION.
ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE
AFTER THE FINAL PLANS HAVE BEEN COMPLETED 5HALL BE SUBJECT TO ADDITIONAL FEES.
IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE
DESIGNERS OFFICE, THE DE51GNER SHALL NOT BE HELD RESPONSIBLE.
5 ** ** ** ** ** ** I
EE SHEET b FOR VMATERIAL INFO
oll WINDOW ELEV, 6�-O'
\_r
V50ORED BAND
STUCCO FIN15H
SEE 6/313 FOR
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12
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6HINGLE ROOF PER SPECS.
Ilk
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SCALE: 1/8'=]'-O'
TRU55E5 PEP, PLANS
12
br—
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zz�_t 5
F31
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2; 4 WALL
MA, MA60NRT IUALL
BUILDING 5ECTION
Sc;ALE- Ila'=11-ol
4'6CORED RAKE (TYP.)
THICKNESS OF TEXTURED FINISH OVER
RIDGE VINT RA',E APPLICATION To BE PE
FIRC R103,1
STUCCO FIN16H
RIDGE vENT
6TUCCO FIN15H
SEE DET 6/35 FOR COLUM
SEE DET. 5/5NI FOR
JEEP 6CREED INFO
F. FLOOR ELEv. 0'-0' Ah OIL F. FLOOR ELEY. 01-01
W631
12
RIDGE VENT
EGRE55 NOTE:
EACH BEDROOM MUST HAVE ONE WINIDOW THAT
C01PLIES WITH EcmFE86 CODES, IF THERE 16 NO
ACCESS To EXTERIOR T4ROUGH A DOOR, THE
WN)OW MIZT HAVE A MAXM SILL WGHT OF
44' MEASURED FROM THE FNISHED FLOOR OF
THAT PARTICILAR ROOM TO THE 130TTOM OF
THE CLEAR OPENIN63.
5HINGLE ROOF PER 5PEC5.
SHINGLE ROOF PER SPECS.
STUCCO FIN15H
SEE DET. 5/5NI FOR
WEEP 5CREED INFO
RIDGE VENT
/_ SHINGLE ROOF PER SPECS.
RIDGE VENT
12
STUCCO FIN15H
r SEE DET. 15/6NI FOR
ED INFO
T.
go
SEE DET 6/313 FOR COLUMN
ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE
BUILDER OF RESPONSIBILITY TO REVIEL11 AND VERIFY ALL NOTES, DIMEN61ON5, AND
ADHERENCE TO APPLICA15LE 5UILDING WDE5 MOR TO COMMENCEMENT OF ANY
CON6TRUCTIOK
ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO
APPLICA15LE 5UILDING CODES 514ALL 5E BROUGHT TO T14E ATTENTION 04* THE
DESIGNERS OFFICE FOR CORRECTION 15EFORE COMMENCEMENT OF ANY CON6MICTION.
ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERROR$ THA'
ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SU5JECT TO
ADDITIONAL FEES.
IF ANY MODIFICATION5 ARE MADE TO THESE PLANS 5Y ANY OTHER PARTY OTHER
THAN THE DE61GNER5 OFFICE, THE DE51GNER SHALL NOT BE HELD RE5PON515LE.
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.donscoengineefing.com
CA 25948
CD
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 MPH (Vasd=108MPH), 3 SEC. GUST,
EXPOSURE "C'. ENCLOSED (INTERNAL
PRESSURE COEFFICIENT = ±018) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWING ONLY.
0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM UENNAR CORPORATION.
0 2019-THESE DRAWINGS AND DESIGNS ARE THE
JOINT PROPERTY OF DANSCO ENGINEERING, ULC AND
THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:-
DATE-
DESCRIPTION
12.12.17
6TH ED. (2017) FBC
1.00 UPDATES
07.31.18
1.01 ELEV. A TRUSS LAYOUT
REVISED
01.25.19
1.02 BEARING WALL NOTE
CLARIFICATION
USP RT16A
VERSION NO. 1.03 02.07.19
'7,
�i
C71
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SHEET TITLE:
ELEVATION "B" EXTERIOR
ELEVATIONS & ROOF PLAN
SHEET INFORMATION:
JOB� NO.: 390221
DATE ISSUED: 02.20.19
DRAWN BY: JH
REVIEWED BY: TH
3B
1.-0
04
L0
C�
r_1
00
114-
04
LO
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1111-1 1,; L M , ' _ _4 I i I 1 11 1 1 1 1 � I , , I I 1 -1 1 1 1 1 1 1 1 11 1 1 1 — — - 111.11 1 , " 11 ,, -A_� HJL��.� I
Typical 150-200 Amp Electrical Riser Diagram
POWER CO. FEED
200A INDOOR PANEL
CENTER
#15 copper to lights & outlets
#12 copper to 20 amp ckts
# 10-2 copper to WH
# 10-3 copper to Dryer
METER 2/0 or 4/0 SER Alu
MAIN
0
200 amp
150 amp
4 Bare Cu Ground
Footer STEEL
Groundrod tied to footer steel
OR
4 Bare attached to footer steel
ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF
RESPON6151LITY TO REVIEW AND VERIFY ALL NOTE$, DIMENSIONS, AND ADHERENCE TO APPLICABLE
BUILDING CODE$ PRIOR TO COMMENCEMENT OF MY CONSTRUCTION.
MY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING
CODES SHALL BE 13ROLIGHT TO THE ATTENTION OF THE DENGNER5 OFFICE FOR CORRECTION BEFORE
COMMENCEMENT OF MY CONSTF41CTIOR
ANY RIEVISION5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE
AFTER THE FINAL PLANS WAVE 13EEN COMPLETED $HALL BE SUBJECT TO ADDITIONAL FEES,
IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY MY OTHER PARTY OTHER THAN THE
DESIGNERS OFFICE, THE DE51GNER SWALL NOT BE HELD RESPONSIBLE.
ELEC.
METER
,,- �l PARTiAL ELECTfRIGAL PLAN = ELEVATION 11511
SCALE: 1/4'=I'-O'
ELECTF.,1CAL <E*�-
0 DUPLEX MIVENIENCE XW
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX OUTLET
01F.I. GROW FAULT INTEMPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL FUR -ME OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$ WALL SWITCH
13 THREE-WAY SWITC44
14 FOUR-WAY SWITCH
IR RHEOSTAT WITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
,Q,
RECES6ED INCANDESCENT LIGHT FIXTURE
LIGHT FIXTURE WITH FULL C44AN
TRACK LIGHT
FLOURESCENT LIGHT FIXTURE
EXHAUST FAN
EXHAUST FAN41WT COMBINATION
Q
[M ELECTRIC DOOR OPERATOR (OPTIONAL)
go CHIMES (OPTIONAL)
Ei PUSHBUTTON 8WITC44 (OPTIONAL)
SMOKE DETECTOR (SHALL BE NTEW-O*CTED)
SMOKE/CAR5ON MONOXIDE DETECTOR COMBINATION
F< TELEPHONE (OPTIONAL)
[1] TELEVISION (OPTIONAL)
(D THERMOSTAT
BM ELECTRIC METER
_I=_ ELECTRIC PANEL
KKE CONCOURSE BOX
DISCONNECT SWITCH
SPEAKER (OPTICNAL)
ROUGH-N FOR OPT. CEILING PAN
CEILING MOUNTED INCMDESCENT LW FIXTURE V
ROUGH-N FOR OFT. CEILING FAN
� 2 on 1; &-3
I. PROVIDE 40 INSTALL GROUND FAULT CIRCUIT-INTERUPTEF6 (GFI)
AS NDICATED ON PLANS.
2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES 4 RECEPTACLES AT
THE FOLLOWING WIGHT6 A13OVE FIN164 FLOOR
6WITCHE5-42'
OUTLETS-14'
TELEPHONE_14'
TELEVISION-14'
3. ALL SMOKE DETECTORS 514ALL BE RARDWIRED INTO
AN ELECTRICAL POWER SOUI;ZCE AND %IALL BE EaJIPPED
WITH A MONITORED BATTERY BAMP. PROIADE AND INSTALL
LOCALLY CERTIFIED §M DETECTORS. 5R'IOKE DETECTORS
SHALL BE LABELED N ACCORDANCE WIT14 UL 211 AT TIME OF
FINAL INSPECTION.
4. ALL RECEPTACLES IN SLEEPING ROOMS %4ALL BE ON A
A.F.C.I. PROTECTED CIRCUIT,
�. IT 15 THE RIESPONSINLITY OF THE LICENSED ELECTRICIAN TO
INSURE THAT ALL ELECTRICAL WOW 16 IN RILL COMPLIANCE WITH 2014
NEC, 6TH ED. (2011) FBC, AND ALL APPLICABLE LOCAL STANDARDS,
CODES, AND ORDNANCE&
6. ARC FAULT RECEPTACLES N ALL 5EDROOMS PER 2014 NEC.
ELECTRICAL SPECIFICATION NOTES -
ELECTRICAL CONTRACTOR = VERIFY WIN THE
SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED,
LIC44T FIXTURES SHOWN ME FOR LOCATION PURPOSES.
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.donscoengineedng.com
CA 25948
C>
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THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE ff IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
0 ZD19 UENNAR CORP�THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUR WRITTEN
CONSENT FROM LENNAR CORPORATION.
02019-THESE DRAWINGS AND DESIGNS ARETHE
JOINT PROPERTY OF DANSCO ENGINEERING, U.0 AND
THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
12.12.17
6TH ED. (2017) FBC
1 DO UPDATES
0731.18
1.01 ELEV. A TRUSS LAYOUT
REVISED
01.25.19
1.02 11ARING WALI NOTE
C'R "CATI.,
02.07.19
USE SIMPSON H 1 CIA 1
1.03
USP RT16A
I
VERSION NO. 1.03 / 02.07.19
SHEET TITLE:
ELECTRICAL PLAN
SHEET INFORMATION:
JOB NO.: 390221
DATE ISSUED- 02.20.19
DRAWN BY: JH
REVIEWED BY: TH
4
%_0
c1q
LO
CD
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USP CONNECTION CHART
CONNECTION
QTY.
CONN. CAPACITY (Ibs)
FASTENERS" PER CONN.
HTA20
1
1870
9-10d x 1 1/2"
Simpson H10A
1
1015
18-10d x 1 1/2"
'Double connectors to be placed diagonally to each other.
**Do not drive nails through the truss plate on the opposite side of the truss which could force the plate
off the truss.
1551JANCE OF PLANS FROM TH15 DESIGNERS OFFICE $HALL NOT RELIEVE THE BUILDER OF
RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE
BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRICTION.
MY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE 511ILD1143
CODES $HALL BE BROLWT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE
COMMENCEMENT OF ANY CONSTRICTION.
ANY KV15IONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE
AFTER THE FINAL PLANS HAVE 15M COMPLETED $WALL 13E SUBJECT TO ADDITIONAL FEES.
IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE
DESIGNERS OFFICE, THE DESIGNER WALL NOT BE HELD RESPONSIBLE.
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GIRDEI;V
2. PRE-ENGINEERED WOOD TfZJS6E5 SPACED 6 24'O/C
TYPICAL, UNLE55 NOTED OTHERW15E
SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF
INFORMATION.
4 TRU65 TO TRJ55 ATTACHMENT PER TRU55 MANUFACTURER
UPLIFT VALUES SHOWN ARE CALCULATED BASED ON
CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM
TRUSS MANUFACTURER'S VALUES
IF THE CONTRACTOR, TRJ55 MANUFACTURER, OR OTHER DESIGN
PROFESSIONALS PEV15E THE SHOWN INFORMATION, DAN5CO
ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION
DOCUMENTS FOR COMPLIANCE WITH DE51GN INTENT PRIOR TO
COMMENCEMENT OF THE PROJECT.
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, FloOda 33572
p. 813.645.0166
f. 813.645.9698
www.danscoengineeOng.com
CA 25948
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 MPH (Vasd=108MPH), 3 SEC. GUST,
EXPOSURE "C', ENCLOSED (INTERNAL
PRESSURE COEFFICIENT = ±0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFrER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWING ONLY.
0 2079 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WrrHOUrWR[TTEN
CONSENT FROM LENNAR CORPORATION.
02019-THESE DRAWINGS AND DESIGNS ARE THE
JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
12.12.17
6TH ED. (2017) FBC
1.00
UPDATES
07.31.18
1.01 ELEV. A TRUSS LAYOUT
REVISED
01.25.19
1.02 BEARING WALL NOTE
CLARIFICATION
02.07.19
1.03 USE SIMPSON H 1 OA ILO
USP RT1 6A
VERSION NOJ_Q� 102.07.19
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SHEET TITLE:
ROOF FRAMING PLAN
ELEVATION "B"
SHEET INFORMATION:
JOB NO.: 390221
DATE ISSUED: 02.20.19
DRAWN BY: JH
REVIEWED BY: TH
5B
1-0
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1 11 A-W '1"
SPEGIFIGATICN5
1. CONSTRUCTION
1. 1. 1. AGI 30-14 13UILDINO GODE REGUIREMENT5 FOR STRUCTURAL GONGRETE
1.1.2. ASCE5/AG1 530-13, TMS 402-16 4 ASGE(b1AGI 550.1-15, TM5 602-16
SPEGIFICATIONE, FOR MASONRY 5TRUGTURES.
1.1.3. A5TM G270-12a, C,4-76-10, AND GqO-14 SPEC, IF1GATIONS FOR MASONRY 5TRUCTURE5
1.1.4. NATIONAL DE51ON 5PEGIFIGATIONS (ND5) FOR HOOD CONSTRUCTION, 2015 EDITION, AND ALL
AGGOMPANYIN6 SUPPLEMENTS.
1.1.5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (201-7)
1. 1. rb. "MANUAL OF STEEL GON5TRUGTION, ALLOHABLE STRE55 DESIGN", BY THE AMERIGAN
INSTITUTE OF STEEL GON5TRUGTION, (AISG)
"DESIGN 5PEGIFIGATION FOR LIGHT METAL PLATE CONNECTED HOOD TRU55E5" BY THE
TRU55 PLATE INSTITUTE TPI 1-14.
1.2. DESION :
1.2.1. AGI 315-14 BUILDING CODE REOUIREMENTS FOR STRUCTURAL GONGRETE
1.2.2. A5GE51AGI 550-15, TM5 402-16 $ A5GE&/AGI 550.1-15, TMS 602-16
SPECIFICATIONS FOR MASONRY 5TRUGTURE5.
1.2.3. A5TM G2-70-120, G476-10, AND Cclo-14 SPECIFICATIONS FOR MA50NRY STRUGTURE5
1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HOOD GONSTRUGTION, 2015 EDITION, AND ALL
AGGOMPANYIN5 SUPPLEMENTS.
1.2.5. PLYHOOI�) DESIGN 5FEGIFIGATION5 (APA)
1. 2. rb. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 6th EDITION (201-7)
SHOP PRANIN65:
1.5.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP PRANIN55 HITHOUT HRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1. 5� 2. ALL SHOP DRAHIN65 ARE TO 13E SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF GON5TRUGTION.
1.3.5. ALL ROOF AND FLOOR TRU55 SHOP PRANIN05 ARE TO BE 51ONED AND SEALED BY A FLA.
REG. FE. AND SHALL INCLUDE ; PRAV41NC75 AND CALCULATIONS, REAGTION5 AND BEARING
POINTS, BRACING REOUIREMENT5, AND GONNECTION5 TO SUPPORTING TRUSS MEMBERS.
2. DES16N LOADS
TH15 STRUCTURE HAS BEEN DESIGNED IN AGGORDANGE V41TH THE 6th ED. (201-7) FLORIDA
BUILDING CODE, RE51DENTIAL
BUILDING GATEOORY: 11
2. 1. DEAD LOADS:
ROOF
TILE (TC,=15PSF, E3G=lOP5F)
ASPHALT SHINGLE (TG=-1P5F, BG=IOPSF)
METAL (TG=IOP5F, Br-=10PSF)
FLOOR
TILE (CERAMIC, 1/2" MORTAR BED)
GARPET OR HOOD
2. 2. LIVE LOADS :
ROOF
FLOOR
ONE- AND THO-FAMILY ONELLIN05
UNINHABITABLE ATTIC, NO STORAGE
UNINHABITABLE ATTIC,, LIMITED STORAGE
HABITABLE ATTICS, SLEEPING AREAS
OTHER
EXTERIOR DECKS
RAILING - NONGONGURRENT
LIVE LOAD REDUGTION5
2. 5. ROOF SNON LOAD DATA:
GROUND SNON LOAD, Pq -
2. 4.
NIND LOADS :
BASIC HIND SPEED, V (5-SEG. GUST)
V41ND EXPOSURE
INTERNAL PRE55URE GOEFFIGIENT
CAG DE51ON PRESSURE
HIND E30RNE DEBRIS PROTEGTION
2. 5.
5E I 5M I C, DE51 ON DATA:
SEISMIC IMPORTANCE FACTOR, 1.
SEISMIC RISK CATEGORY
MAPPED 5RA, 55,51
51TE GLASS
DE51ON 5RG, 5D5, 5DI
SEISMIC, DESIGN CATEOOR'*r
BASIC SFF-5
DESIGN EASE SHEAR, (UNFAGTORED)
SEISMIC RESPONSE GOEFFIGIENT, G5
RESPONSE MODIFICATION FAGTOR, R
ANALYSIS PROCEDURE
2. (b.
FLOOD DE51ON DATA:
DATUM
FLOOD ZONE
13ASE FLOOD ELEVATION:
LOI^E5T PROPOSED FLOOR ELEVATIONS
5. DEFLEGTIC)NS:
LIVE LOAD
TOTAL LOAD
4. MATERIALS
4.1. REINFORCINO STEEL
25FSF
1-7PSF
20P5F
25F5F
15F5F
20PSF
IOPSF
20PSF
5OP5F
40P5F
SAME AS OGGUPANGT' SERVED
50PLF OR 20OLE3
PER CODE
N/A
140MPH (Vo5d=105MPH)
C,
+/-0.0
SEE PLAN
5HUTTER/IMPAGT OLA55
Ira
N/A
A
N/A
N/A
MASONRY HALLS
N/A
N/A
N/A
ELF
NAVDbb
.1x11
N/A
N/A
L/5(90
L/240
4.1.1. REINFORCING STEEL SHALL BE ASTM A(q15/ArbI5M-C)ci GRADE 40, f'y = 40 <s!
4. 1.2. LAP SPLICE SHALL BE AS FOLLONS: #5 BAR 25", #4 BAR 20", #5 BAR 15".
4. 1.5. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORGINO ARE TO THE GENTERLINE OF
EAGH BAR EXCEPT HHERE THE COVER DIMEN51ON 15 SHOHN TO THE FAGE OF THE GONGRETE.
4.1.4. REINFORCING DETAIL DIMEN51ONS ARE OUT TO OUT OF BARS.
4. 1.5. REINFORGINO MEGHANIGAL COUPLERS ARE TO DEVELOP 125 % OF THE REOUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED 13Y THE ENGINEER OF REGORD,
4.1.6. DESIGN COVER REGUIREMENTS :
CI-P GONGRETE FORMED AGAINST EARTH 51.
G-I-P CONCRETE EXPOSED TO EXTERIOR 2"
G-I-P GONGRETE NOT EXP05ED V2
GROUT FILLED MA50NRY : 314
4. .1 HELDED HIRE FABRIC (NNF): AIO&4/AIOrv4M-I(qa
4. 1. b. DETAIL REINFORCEMENT IN AGGORDANGE NITH AGI 515-LATEST EDITION.
4. 2. CONCRETE .
MODULES OF
4.2.1.
CONCRETE TYPE
MIN. 2b DAY
DE51ON (f'r,)
ELA5TIGITT'
DESIGN (E)
G-I-P CONCRETE (NORMAL HEIGHT)
2,500 P51
2,�550 K5i
G-I-P CONCRETE (NORMAL HEIGHT) HERNANDO GO. ONLY
5,000 P51
5,122 Ksl
G-I-P GROUT
1 3,000 Psi
1 5,122 K51
4.2.2.
GONGRETE SHALL CONSIST OF " MAXIMUM AGGREGATE GONGRETE MIX NITH SLUMP
BETNEEN 6" AND -P AT TIME OF PLAGEMENT. SEE SPEC, IF CATI ONE) FOR ADDITIONAL
CRITERIA.
4.2.5.
GROUT SHALL CON515T OF PEA ROCK (5/&" MAXIMUM AGGREGATE) GONGRETE MIX
HITH SLUMP BETHEEN b" AND 10" AT TIME OF PLACEMENT. SEE 5PEGIFIGATION5 FOP,
ADDITIONAL CRITERIA.
4.2.4.
GONSTRUGTION -JOINTS V41LL BE PERMITTED
4.2.5.
METHOD OF GONGRETE FORMING, PLACEMENT AND GURINO SHALL BE GONDUGTED IN
AGGORPANGE NITH THE 5PEGIFIGATION5 AS STATED.
4.2.6.
EARTH SUPPORTED 5LAE35 (EXGLUDINO EXTERIOR NAL<NAYS a DRIVEHAYS)
E3 1/2" MIN. THICKNE55 H/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 HHF
IN TOP OF 1-1/2" OF 5LAE3. FIBER MESH PER DE51ON MIX MAY BE USED I.L.O. MF @
GONTRAGTOR5 DISCRETION.
4.2.7.
GONGRETE PLACEMENT PRAGTIGES SHALL BE IN AGGORDANGE H/ ALL
AGI- MGP 201-7 STANDARDS.
4. 5. GONGRETE MA50NRY :
4. E3. 1.
FILLED GELL5 H/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4. E3. 2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE A5TM GciO-14, TYPE 11
NON-MO15TURE CONTROLLED.
4.3.5.
ALL CELLS a GAVITIE5 BELOH GRADE HILL BE FILLED H/ GONGRETE IN ALL STEM HALLS
4.5.4,
THE A66RE6ATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM
4.3.5.
METHOD OF CONCRETE MASONRY PLAGEMENT AND CONSTRUCTION SHALL BE
GONDUGTE0 IN ACCORDANCE HITH THE 5PEGIFIGATIONS AS STATED.
4. E3. 6.
MORTAR SHALL BE TYPE 'S" FOR ALL MA50NRY GON5TRUGTION.
4.5.7.
MASONRY ROUGH OPENING MAY VARY IN THE GRO55 SECTION DIMENSION OR ELEVATION
DIMEN51ON SPECIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SECTION R6060.1.1
4.4. STRUGTURAL LUMBER :
4.4.1.1.
INTERIOR LOAD BEARI HALLS 5PF STUD OR BETTER, �b = 6-75 PSI, E = 1200 <5i
ALL EXTERIOR FRAMING SPF #2 OR BETTER, fb = 5-75 PSI, E = 1,40OKSI
4.4.1.2.
ALL FRAME HALLS TO BE GONSTRUGTED U51NO SPF ,
5TUD OUALITY OR BETTER, UNLE55 NOTED OTHERN15E
4.4.2.
ALL PLYHOOD USED FOR EXTERIOR APPLICATIONS
SHALL BE APA RATED SHEATHING EXP I U.N.O.
4.4.3.
ALL PLYNOOD USED FOR INTERIOR APPLICATIONS SUGH AS SUE3 FLOORING AND
SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.O.
4.4.4.
IF 05B BOARD 15 TO BE USED IN FLAGE OF PLYNOOD 15 TO HAVE 51MILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUGTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
GONTAGT HITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4. 4. 6.
NHEN PRE ENGINEERED TRU55ES ARE CALLED FOR ON THE PLANS THE
MANUFAGTURER 15 TO SUBMIT SHOP DRAHIN55 TO THE ENGINEER OF RECORD.
4. 4. 1.
DESIGN, FABRICATE AND EREGT HOOD TRU55ES IN AGGORDANGE NITH THE "DESIGN
5PEGIFIGATION FOR L16HT METAL PLATE GONNEGTED HOOD TRUSSES" BY THE
AN51/TPI 1-14, BGSI 2015
4.4.51
UNTREATED HOOD SHALL NOT BE 1N DIRECT GONTAGT V41TH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARIN5 LOCATIONS HITHOUT V40OPEN TOP PLATES.
4. 4. GI.
ALL EXTERIOR FRAME HALLS SHALL BE 5TUGGO FINISH AND SHALL BE APPLIED IN 5TRIGT
AGGORPANGE HITH THE FRIG SECTION R-705.1.2 AND HITH A5TM Cc[2r9 INCLUDING THE
REFERENCE IN A5TM GcT26 SEGTION 8) TO SECTION XI.4.2 OF THE APPENDIX - -7/5" TOTAL
THICKNESS APPLIED IN THREE LAYERS (3/&" - 51b" - Ilb") OVER METAL LATH OVER HATER
RES15TIVE BARRIER. THE HATER RES15TIVE BARRIER SHALL INCLUDE A NATER-RE51STIVE
VAPOR -PERMEABLE BARRIER V41TH A PERFORMANGE AT LEAST EGUIVALENT TO THO
LAYERS OF GRADE 0 PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED
INDEPENDENTLY 5UGH THAT EAGH LAYER PROVIDES A SEPARATE GONTINUOUS PLANE AND
SHALL 13E ATTACHED DIREGTLY TO THE SHEATHING OVER FLASHING INSTALLED IN
AGGORDANGE HITH THE APPLICABLE BUILDING CODE AND MANUFAGTURERS
5PEGIFIGATION5. GURINO TIME FOR 3-GOAT 5TUGGO, EACH COAT SHALL BE KEPT IN A M015T
CONDITION FOR AT LEAST 48? HOURS PRIOR TO THE APPLICATION OF THE NEXT GOAT. THE
2ND GOAT SHALL NOT BE APPLIED 50ONER THAN 45 HRS AFTER APPLICATION OF THE IST
GOAT. THE FIN15H GOAT SHALL NOT BE APPLIED SOONER THAN -1 DAYS AFTER THE
APPLICATION OF THE 2ND COAT. UNLE55 APPLIGATION5 INSTALLED IN AGGORDANGE V41TH
A5TM GG12rq INCLUDING THE REFERENGE IN A5TM Gq2b 5EGTION �5 TO 5ECITION XIA.2 OF THE
APPENDIX
4.4.10.
INSTALLATION OF EXTERIOR LATHING 6 FRAMIN55HALL COMPLY TO A5TM G 1065
PER FLORIDA RESIDENTIAL CODE R-705.1.1
4.4,11.
FIELD GUT ENDS, NOTGHE5 AND DRILLED HOLES OF PRE5ERVATIVELT' TREATED HOOD
SHALL BE TREATED IN THE FIELD IN AGGORDANGE HITH ANPA M 4
4. 5. FASTENERS AND TIE DONNS :
4.5.1.
FASTENERS AND TIE DONN5 SHALL CONSIST OF BUT ARE NOT LIMITED TO
SHAPES, ANGLES, GHANNELS : ASTM A56/56M Ot3 Fy = 56 <51
ROUND METAL PIPE : ASTM A55/A53M-12, GRADE E3 Fy = 35 <51
SGUARE METAL TUBIN5 A5TM A500-13, GRADE E3 Fy = 46K51
H16H STRENGTH BOLTS A5TM A325-14
MAGHINE E30LTS : GALVANIZED A5TM AE30-7-12
4.5.2.
SHEET METAL AGGES50RIES SHALL CONFORM TO : Fy = 55KsiNITH OcIO
GALVANIZED GOATIN6 IN AGGORDANGE HITH ASTM A525-GO.
4.5.5.
NAILS SHALL CONSIST OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER AS
FOLLOV45 : bd = 0.131", 10d = 0.145", 12GI = 0.145", I&d = 0.162".
4.5.4-
ALL FASTENERS AND TIE DOHN5 EMBEDDED IN GONGRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO REGEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR To INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOHN5 ARE TO PROVIDE THE UPLIFT GAPAGITr, GALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOHN5, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRU55
STRAPPING ARE TO BE INSTALLED IN AGGORDANGE HITH THE PLANS AND 5PEG1FIGATION5.
4.5.7.
CONCRETE EMBEDDED _J'E3OLT5 USED FOR UPLIFT ARE TO BE NET SET PRIOR TO
INITIAL SET OF THE GONGRETE, 5PAGING, AND ALIGNMENT ARE TO BE IN AGGORDANGE
NITH THE DES16N PLANS, U.N.O. ALTERNATES TO "-J" E30LTS ARE NOTED ON PLANS.
4.5.5.
CONCRETE EMBEDDED TIE DOHN5 USED FOR TRU55 AND HALL UPLIFT ARE To BE
PLAGED AROUND EMBEDDED REINFORCING PRIOR TO OR NHILE PLAGINO GROUT.
4. 5. cf.
P05T-IN5TALLED ANGHOR5 INTO CONCRETE
1. P05T-IN5TALLEC) ANGHOFS SHALL ONLY BE USED HHERE SPECIFIED ON THE
GONSTRUCTION DOGUMENTS. THE GONTRAGTOR SHALL OBTAIN APPROVAL FROM DAN5GO
ENGINEERING, LLG PRIOR TO INSTALLING P05T-INSTALLED ANGHOR5 IN PLACE OF
MISSING OR M15PLAGED CAST-IN-PLAGE ANGHOR5.
2. GARE SHALL BE TAKEN IN PLAGINO P05T-IN5TALLED ANGHORS To AVOID GONFLIGT5
V41TH EXISTING REBAR.
3. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE V41TH THE MANUFACTURER'S
PRINTED N5TRUGTIONS (MPII).
4. SUBSTITUTION REGUE5T5 FOR PRODUCTS OTHER THAN TH05E SPECIFIED BELOH SHALL BE
SUBMITTED BY THE GONTRACTOR TO DE ALONG HITH CALCULATIONS THAT ARE
PREPARED $ SEALED BY A REGISTERED FROFESS10NAL ENGINEER. THE CALCULATIONS
SHALL DEMONSTRATE THAT THE SUE35TITUTED PRODUCT 15 CAPABLE OF AGHIEVINO
EGUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE SPECIFIED PRODUCT USING, THE
APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(5) AS REGUIRED BY THE FLORIDA
BUILDING CODE.
5. PROVIDE PERIODIC, SPECIAL INSPECTION FOR THRESHOLD BUILDINGS FOR ALL ADHESIVE
AND MEGHANICAL ANGHOR5 PER THE PRODUCT'S FLORIDA FRODUGT APPROVAL.
ro. GONTAGT MANUFACTURERS REPRESENTATIVE FOR THE INITIAL TRAINING AND
INSTALLATION OF ANGHOR5 AND FOR PRODUGT RELATED GUE5TIONS AND AVAILABILITY.
GALL SIMPSON STRONO-TIE AT (bOO) qq1-5C)qc1. CALL HILTI AT (866) 445-5b2-7.
"7. MEGHANIGAL ANCHORS SHALL HAVE BEEN OUALIFIED FOR USE IN AGGORDANGE HITH AGI
555.2 AND IGG-E5 AGIci3 FOR CRACKED AND UNGRAGKED CONCRETE RECOGNITION.
PRE -APPROVED MEGHANIGAL ANCHORS INGLUDE:
A) 5GREH; 5IMP50N 5TRONO-TIE "TITEN-HO" OR HILTI "KHIK HUS-EZ"
B) EXPAN51ON: 5IMP50N 5TRONO-TIE "5TRONO-BOLT 2" OF, HILTI "KNIK E30LT TZ"
E5. APHE51VE ANCHORS SHALL HAVE BEEN GUALIFIED FOP, USE IN AGGORDANGE HITH AGI
355.4 AND IGG-E5 AC,30E5 FOR CRACKED AND UNGRAGKED CONCRETE RECOGNITION.
ADHESIVE ANCHORS SHALL BE INSTALLED IN GONGRETE HAVING A MINIMUM AGE OF 21
DAYS PER AGI 310-14 P.2.2. HOLES SHALL BE PRY AT THE TIME OF INSTALLATION.
ADHESIVES SHALL HAVE MAX. IN-5ERVIGE SHORT-TERM TEMPERATURE OF 150-F, AND
MAX. N-SERVIGE LONO-TERM TEMPERATURE OF IIOOF (AG1 515 D.cf.2.1). PRE -APPROVED
ADHESIVE ANCHORS INGLUDE:
A) EPDXY: SIMPSON 5TRON6-TIE "5ET-XF" OR HILT1 "HIT -RE 500-5D"
B) FAST GURE: 5IMP50N STRONO-TIE "AT-XP" OR HILTI "HIT-HY 200"
4.5.10.
POST-IN5TALLEDANGHORS INTO MASONRY
1. MECHANICAL ANCHORS INSTALLED IN 50LID-5ROUTED CONCRETE MA50NRY SHALL HAVE
13EEN GUALIFIED FOR USE IN AGGORDANGE NITH IGG-E5 AGOI OR AGIO6.
PRE -APPROVED MECHANICAL ANGHOR5 INGLUPE:
A) SGREN: 5IMP50N STRONO-TIE "TITEN-HO" OR HILTI "KHIK HU5-EZ"
B) EXPAN51ON: 5IMPSON 5TR0N6-TIE 'STRONO-BOLT 2", "�\EDOE-ALL" OR HILTI
"KHIK E30LT 5"
2. ADHESIVE ANCHORS INSTALLED IN 50LIP-5ROUTED GONGRETE MASONRY SHALL HAVE
13EEN OLIALIFIED FOR USE IN AGGORDANGE HITH IGG-E5 AG55. PRE -APPROVED
ADHESIVE ANGHORS INCLUDE:
A) EPDXY: SIMPSON STRONO-TIE "5ET-XF"
B) FAST GURE: 5IMP50N STRONO-TIE "AT-XP" OR HILTI "HIT-HY -70"
3. ADHESIVE ANCHORS INSTALLED IN HOLLOH GONGRETE MA50NRT' a UNREINFORGED CLAY
BRICK MASONRY SHALL HAVE BEEN OLIALIFIED FOR USE IN AGGORDANGE HITH IGG-E5
AG5b OR AG&O, RE5PEGTIVELY. PRE -APPROVED ADHE51VE ANGHORS INCLUDE:
A) SIMPSON STRONO-TIE 1SET11 OR HILTI "HIT-HY -7011
4. THE APPROPRIATE 5GREEN TUBE SHALL BE USED FOR ALL ADHESIVE ANGHOR5
INSTALLED IN HOLLOH CONCRETE MA50NRY OR UNREINFORGED GLAY BRIG< MASONRY
AS REOUIRED BY THE ADHESIVE MANUFACTURER.
4. lb. MICRO -LAM LUMBER:
4.6.1. MIGRO-LAM STRE55 GRADES SHALL PROVIDE THE FOLLOHING, MINIMUM PROPERTIES:
E 2,000,000 P51
Fb 2,150 PSI
Ft 1,550 P51
Fc, 500 PSI (PERPENDIGULAR)
Fr, 2300 (PARALLEL)
4.1. STEEL: Fv 2P>5 PSI
4.1.1. INSTALLATION OF ALL STEEL TO BE PERFORMED B-T- AN EXPERIENCED, GUALIFIEO
STEEL ERECTOR.
4.1.2. FABRICATE AND EREGT ALL STRUCTURAL STEEL IN ACCORDANCE HITH A.15.G.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND EREGTION OF 5TRUGTURAL
STEEL FOR BUILDINGS'.
4.1.5. STRUGTURAL STEEL: A5TM A36/36M 08�.
4.1.4. STEEL TUBING: A5TM A500-10, GRADE B.
4.1.5. HELDED GONNEGTION5: E_7OXX ELEGTRODES, MINIMUM 51ZE FILLET HELDS 3/16", AN5
GERTIFIED HELPERS. GERTIFIGATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.1.6. HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HED STIFFENER
PLATES ON EACH 51DE OF THE HEB, OF A THICKNESS EGUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
THE STEEL FRAME 15 "NON-5ELF SUPPORTING". ADEOLIATE TEMPORARY SUPPORT
SHALL BE PROVIDED Br THE GONTRAGTOR UNTIL REOUIRED CONNECTIONS OR
ELEMENTS ARE IN FLAGE.
4. b. 50 1 L:
4. b. 1. THE FOOTING 15 DE51ONED BASE ON 2000 PSF 501L BEARINO PRESSURE.
GONTRAGTOR/OHNER SHALL VERIFY SOIL BEARING PRESSURE OF THE PROP05ED SITE.
4. b. 2. ALL 501L 15 TO BE GLEAN 4� P015ONED FOR TERMITES PER FBG rqTH EDITION (201-7)
RESIDENTIAL 5EGTION5 R30.1, R30.2, R310.5, a R31a._7
TERMITE PROTECTION -
PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
6 SOIL CHEMICAL BARRIER METHOD
0 OTHER TREATMENT - MUST SPECIFY PROPOSED METHOD AND 5UBMIT POCUMENT/-\T!ON, HHI
SUBSTANTIATES THE PROP05ED METHOD, 15 AN APPROVED TERMITE PROTEGTION5Y5TEM
OR METHOD.
IF GHEMICAL SOIL TERMITE TREATMENT 15 USED
1. FBC, 105.11- "A PERMANENT 51ON HHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER
AND NEED FOR RE-IN5PEGTION AND TREATMENT CONTRACT RENENAL SHALL BE
PROVIDED. THE 51ON SHALL BE P05TED NEAR THE HATER HEATER OR ELEGTRIG PANEL"
2. CONDENSATE AND ROOF DONNSPOUT5 SHALL n5GHAROE AT LEAST 1--0" AHAY FROM
THE BUILDING 51DE HALLS.
5. IRRIOATION/5PR1NKLER SYSTEMS INCLUDING ALL R15ERS AND SPRAY HEADS SHALL NOT
BE INSTALLED NITHIN 1'-0" OF THE BUILDING 51DE HALL.
4. FBG R30.1 - IN ORDER TO PROVIDE FOP, INSPECTION FOP, TERMITE INFESTATION,
GLEARANGE BETHEEN EXTERIOR NALL COVERINGS AND FINAL EARTH GRADE ON
THE EXTERIOR OF A BUILDING HALL NOT BE LE55 THAN (9 INGHE5 (152 MM)
EXCEPTIONS:
1. PAINT OR DECORATIVE GEMENTITIOU5 FINISH LESS THAN A INCH (1-7.1 MM) THICK
ADHERED DIRECTLY TO THE MASONRY FOUNDATION 51DEHALL.
2. AGGESS OR VEHICLE RAMPS HHIGH R15E TO THE INTERIOR FIN15H FLOOR
ELEVATION FOR THE HIDTH OF SUCH RAMPS ONLY.
3. A 4-INGH (102 MM) IN5FEGTION SPACE AE30VE PATIO AND GARAGE SLAE35 AND
ENTRY AREAS.
4. IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FIN15H ELEVATION MAY
MATCH THE 13UILDINO INTERIOR FINISH FLOOR ELEVATIONS ON MA50NRY
GONSTRUGTION ONLY.
5. MASONRY VENEERS GON5TR'JGTED IN AGGORDANGE NITH SECTION R310.4.
5. R50.1.1 IF 501L TREATMENT USED FOP, SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
CHEMICAL 501L TREATMENT IN51DE THE FOUNDATION PERIMETER SHALL BE
DONE AFTER ALL EXCAVATION, BACKFILLINO AND COMPACTION 15 COMPLETE.
rb. R510.1.2 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL
AREA D15TURBED AFTER INITIAL GHEMIGAL SOIL TREATMENT SHALL BE RETREATED HITH
A CHEMICAL 501L TREATMENT INCLUDING 5PAGES E30XED OR FORMED.
-7. R50.13 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, 5PAGE IN
CONCRETE FLOORS BOXED OUT OR FORMED FOP, THE 5UE35EOUENT INSTALLATION OF
PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED By U51NO
PLASTIC, OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE
ANY PLANNED 501L D15TURBANGE AFTER INITIAL GHEMIGAL 501L TREATMENT.
0. P,30.1.4 IF 501L TREATMENT 15 USED FOP, SUBTERRANEAN TERMITE PREVENTION,
GHEMIGALLY TREATED SOIL SHALL BE PROTECTED HITH A MINIMUM 6 MIL VAPOR
RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE
VAPOR RETARDER PLACEMENT, RETREATMENT 15 REGUIRED. ANY NORK, INGLUDING
PLAGEMENT OF REINFORCING STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE
GONGRETE FLOOR 15 POURED, SHALL BE DONE IN SUGH MANNER AS TO AVOID
PENETRATING OR DISTURBING TREATED SOIL.
ci. R30.1.5 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
GONGRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION
PERIMETER SHALL BE REMOVED PRIOR To EXTERIOR CHEMICAL 501L TREATMENT, TO
ENHANGE VERTICAL PENETRATION OF THE GHEMIGAL5.
10. R510.1b IF 501L TREATMENT 15 USED FOP, SUBTERRANEAN TERMITE PREVENTION, CHEMICAL
501L TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OF GRADE
HITH I FOOT (505 MM) OF THE PRIMARY STRUCTURE 51DENALLS. ALSO, A VERTIGAL
CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER GON5TRUGTION 15 COMPLETED,
INGLUDING, INITIAL LANDSCAPING AND IRRIOATION/5PRINKLER INSTALLATION. ANY SOIL
P15TURBED AFTER THE CHEMICAL VERT1GAL BARRIER 15 APPLIED SHALL BE PROMPTLY
RETREATED.
11. R50.11 IF A REGISTERED TERMITIGIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM
15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION R510.1.1, THROUGH 5EGTION
R50.1.6 DO NOT APPLY; HOHEVER, A 51ONED CONTRACT ASSURING THE INSTALLATION,
MAINTENANCE AND MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS
FROM THE 155UE OF THE CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED TO THE
BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE
INSTALLED PRIOR To FINAL BUILDING APPROVAL.
IF THE BAITING SYSTEM DIRECTIONS FOP, US REOUIRE A MONITORING PHASE PRIOR TO
INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE
MONITORING PHASE COMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF
THE SYSTEM.
12. R30.1.b IF A RE015TERED TERMITIGIDE FORMULATED AND REGISTERED AS A HOOD
TREATMENT 15 USED FOP, SUBTERRANEAN TERMITE PREVENTION, 5EGTION5 R30.1.1
THROUGH R50.1.6 00 NOT APPLY. APPLICATION OF THE HOOD TREATMENT TERMITIGIDE5
SHALL BE AS REGUIRED BY LABEL DIREGTION5 FOR USE, AND MUST BE COMPLETED
PRIOR TO FINAL BUILDING APPROVAL.
15. R510.1 TERMITE PROTEGTION. TERMITE PROTECTION SHALL BE PROVIDED BY RE06TERED
TERMITIGIDE5, INGLUDINO 501L APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES
APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
FOR USE AS A PREVENTATIVE TREATMENT To NEN GON5TRUGTION. SEE SECTION 202,
RE615TERED TERMITIGIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE
PROTEGTIVE TREATMENT, A CERTIFICATE OF COMPLIANGE SHALL BE 155UED TO THE
BUILPINO DEPARTMENT 13Y THE LIGEN5ED PEST CONTROL COMPANY THAT CONTAINS THE
FOLLONIN& STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR
THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE HITH
RULES AND LAH5 E5TABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES."
14. R50.2 PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATIN6 CONCRETE
5LA5-ON-ORADE FLOORS SHALL NOT BE OF GELLUL05E-GONTAININC7 MATERIALS. IF
501L TREATMENT 15 USED FOP, SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL
HAVE A MAXIMUM HALL THICKNESS OF 0.010 INCH (0.25 MM), AND BE SEALED HITHIN THE
SLAB USING A NON-GORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE
BETHEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE
SLEEVE.
15. RE315.3 GLEANIN6. CELLS AND CAVITIES IN MA50NRY UNITS AND AIR OAP5 BETHEEN
BRICK, STONE OR MASONRY VENEERS AND THE 5TRUGT`URE SHALL BE GLEANED OF ALL
NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE HOOD, OR OTHER
GELLULOSE-GONTAININO MATERIAL PRIOR TO GONGRETE PLACEMENT.
EXCEPTION: INOROANIG MATERIAL MANUFACTURED FOP, GLOSIN& CELLS IN FOUNDATION
GONGRETE MA50NRY UNIT GON5TRUGTION OR GLEAN EARTH FILL PLAGED IN GONGRETE
MA50NRY UNIT VOIDS BELON SLAB LEVEL BEFORE TERMITE TREATMENT 15 PERFORMED.
4.5.5. SOIL 15 TO BE GOMPAGTED To c5% MODIFIED PROCTOR AS DEFINED BY ASTM D 155-1-12ol
NOTE: BORATE APPLIED TO ALL FRAME MEMBERS V41THIN 24" A.F.F. OR
SENTRIGON SYSTEM TO BE USED
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING -JURISDICTION "LIOUIP BORATE OR
BOR-A-GOR" PRODUCT OR SENTRIGON SYSTEM, METHODS MUST BE DETERMINED AT PERMIT STAGE .
2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF
V400D ARE REGUIRED TO BE FIELD TREATED TO FREVENT IN5ECT INFESTATION.
REGUIRED SAFETY OLAZINO IN HAZARDOUS LOGATION5
5AFETY OLAZINO (RE: FRG RE30b.4)
R30&.4 HAZARDOUS LOCATIONS. THE FOLLONING, SHALL 13E GON51DERED 5PEGIFIC, HAZARDOUS LOGATION5
FOR THE PURPOSES OF GLAZING:
1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF 5NINOIN6, SLIDING AND 131FOLD DOORS.
EXGEPTION5:
1. GLAZED OPENINGS OF A 51ZE THROUGH NHIGH A 3-INGH DIAMETER (76 mm)
SPHERE 15 UNABLE TO PASS.
2. DECORATIVE GLAZING.
2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL AD-JAGENT TO A DOOR SHALL BE CONSIDERED To
BE A HAZARDOUS LOCATION NHERE THE E30TTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 60
INCHES (1524 MM) ABOVE THE FLOOR OR HALKINO SURFACE AND IT MEETS EITHER OF THE FOLLOHINO
CONDITIONS:
1. NHERE THE OLAZINC-715 NITHIN 24 INCHES (610 MMI) OF EITHER 51DE OF THE DOOR IN THE PLANE OF
THE DOOR IN A CLOSED POSITION.
2. HHERE THE GLAZING 15 ON A HALL PERFENDIGULAR TO THE PLANE OF THE DOOR IN A CLO5EP
POSITION AND HITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN IN-SHINOINO DOOR.
EXGEPTION5:
1. DECORATIVE GLAZING.
2. HHERE THERE 15 AN INTERVENING HALL OR OTHER PERMANENT BARRIER BETNEEN THE DOOR AND THE
GLAZING.
3. AHERE AGGE55 THROUGH THE DOOR 15 TO A CLO5ET OR STORAGE AREA 3 FEET M14 MM) OR LE55 IN
DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY KITH SECTION R30a.4.5.
4. GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS
5. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE HINDON THAT MEETS ALL OF THE FOLLOHINO
CONDITIONS:
1. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN cf 50LIARE FEET (0.53ram2); AND
2. THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN Ib INCHES (45-7 mm) AE30VE THE FLOOR; AND
5. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES M14 mm) ABOVE THE FLOOR; AND
4. ONE OR MORE KALKINO SURFACE ARE HITHIN 56 INGHE5 M14 mm), MEASURED HORIZONTALLY AND IN A
STRAIGHT LINE, OF THE GLAZING.
EXGEPTION5:
1. DECORATIVE GLAZING.
2. AHEN A HORIZONTAL RAIL 15 INSTALLED ON THE ACCESSIBLE 51DE(S) OF
THE GLAZING, 54 TO 35 INGHE5 (e4b TO cl(55) ABOVE THE HALKINO
SURFACE. THE RAIL SHALL BE CAPABLE OF HITH5TANDING A HORIZONTAL
LOAD OF 50 POUNDS PER LINEAR FOOT (130 N/m) HITHOUT CONTACTING
THE GLASS AND BE A MINIMUM OF 1 1/2" INCHES (5& mm) IN GROSS 5EGTIONAL HEIGHT.
3. OUTE30ARD PANES IN INSULATING OLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS HHEN THE
130TTOM EDGE OF THE OLAS515 25 FEET (7620 mm) OR MORE ABOVE GRADE, A ROOF, KALKINO
5URFAGE5 OR OTHER HORIZONTAL (NITHIN 45 DEGREES (O.cl-7 RAP) OR HORIZONTAL) SURFACE
AD,JAGENT TO THE OLA55 EXTERIOR.
4. ALL GLAZING IN RAILINC75 REOARDLE55 OF AREA OR HEIGHT AE30VE A HALKINO 5URFAGE. INCLUDED ARE
STRUGTURAL 13ALUSTER PANELS AND NON5TRUGTURAL INFILL PANELS.
5. GLAZING IN HALLS, ENGL05URE5 OR FENCES GONTAININO OR FACING HOT TUBS, SPAS, HHIRLPOOL5,
SAUNAS, STEAM ROOMS, BATHTUE35,5HONERS AND INDOOR OR OUTDOOR SHIMMING POOLS HHERE THE
E30TTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN rbO INCHES (1524 MM) MEASURED VERTICALLY
AE30VE AN'T' STANDING OR HALKINO SURFACE SHALL BE GON51DEREP TO BE A HAZARDOUS LOCATION.
TH15 SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING.
EXCEPTION: GLAZING THAT 15 MORE THAN rbO INGHE5 (1524 MM), MEASURED HORIZONTALLY AND IN A
STRAIGHT LINE, FROM THE HATERS EDGE OF A BATHTUB, HOT TUE3,5PA, HHIRLPOOL OR SHIMMING POOL OR
FROM THE EDGE OF A 5HOHER, SAUNA OR STEAM ROOM.
6. GLAZING HHERE THE E30TTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 56 INCHES (c114 MM) AE30VE
THE PLANE OF THE AD-JAGENT KAL<ING 5URFAGE OF 5TAIRNAY5, LANDINGS BETWEEN FLIGHTS OF STAIRS
AND RAMPS SHALL BE GON51DEREP TO BE A HAZARDOUS LOCATION.
EXCEPTIONS:
1. HHERE A RAIL 15 INSTALLED ON THE AGGE55IBLE 5IDE(5) OF THE GLAZING 34 TO 3& INCHES (&64 TO
cl&5 MM) ABOVE THE HALKINO 5URFAGE. THE FAIL SHALL BE CAPABLE OF HITHSTANDINO A
HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (150 N/M) HITHOUT GONTACITINO THE GLASS AND
HAVE A GRO55-5EGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INCHES (35 MM).
2. GLAZING 36 INCHES (c114 MM) OR MORE MEASURED HORIZONTALLY FROM THE 14ALKINO SURFACE.
-7. GLAZING ADJAGENT TO THE LANDING AT THE E30TTOM OF A STAIRKAY NHERE THE GLAZING 15 LE55 THAN
3(b INCHES (c[14 MM) AE30VF THE LANDING AND HITHIN A roO-INGH (1524 MM) HORIZONTAL ARC LE55 THAN
18>0 DEGREES FROM THE BOTTOM TREAD N051NO SHALL 13E GON51PERED TO BE A HAZARDOUS LOCATION.
EXCEPTION: THE GLAZING 15 PROTECTED BY A GUARD COMPLYING HITH SECTION R512 AND THE PLANE OF
THE OLA55 15 MORE THAN lb INCHES (451 MM) FROM THE GUARD.
NOTE:
IT 15 THE GONTRAGTORS RESPONSIBILITY TO REVIEk4 ALL DRAkqIN05 BEFORE GONSTRUGTION BEGINS.
DANSGO ENOINEERINO, LLC, 15 RESPONSIBLE FOR THE STRUCTURAL INTEORIT*r OF TH15 PROJEGT ONLY. ANY
015GREPANGY BETHEEN FIELD CONDITIONS, OTHER DE51ON PROFE55IONALS'5HOP DRAHIN65,
GONTRAGTOR5BUILDINO METHODS, AND THE5E5101NED AND SEALED DRAKNOS MU5T BE 13ROUOHT TO THE
ATTENTION OF FLORIDA DESION SOLUTIONS, ING. PRIOR TO THE GOMMENC'EMENT OF GONSTRUCTION.
ATTENTION: GHEMIGAL GHANOE5 IN PRESSURE TREATED NOODS
AS OF DEGEMBER 315T, 2005, GHROMATED GOPPER AR5ENATE (6GA-G) kqILL NO LONOER BE PRODUGED FOR
RE51DENTIAL OR OENERAL CON5UMER USE. SEVERAL NEk4 PRE55URE TREATED HOOD ALTERNATIVES HAVE
BEEN CREATED TO REPLAGE GGA-G. MANY OF THE NEk4 PRESSURE TREATED k4OODS USE GHEMIGALS THAT
ARE GORRO51VE TO STEEL. IT 15 THE CONTRAGTOR'5 RESPONSIBILITY TO VERIFY THE -IYPE OF HOOD
TREATMENT AND TO SELECT APPROPRIATE GONNEGTORS THAT RE515T GORRO5101N. FOR EXAMPLE, ACGZ-G,
AGO-D, GBA-A, OR GA-B REGUIRE HOT -DIPPED OALVANIZED OR 5TAINLE55 STEEL FASTENERS. POT 50DIUM
E30RATE (554 DOES NOT.
HORST GASE DESION PRESSURE TABLE
5ULDING IDATA
WINE) SPEED 140 MPH (vasd 10b MPH)
WINE) EXPOSURE -- 1C, (FRO R301)
INTERNAL PRE55URE COEFFICIENT= +/- 0.15 ENCLOSED 5LDG)
IDE51GN WIND PRE56URE:
(COMPONENT AND CLADD ING) WORST CASE (10 5F - ENE) ZONE)
0 ENE) ZONE 15 ONLY WITHIN 5'-0'
OF ALL EXTERIOR 5UILDING COFNERS
WINDOWS AND DOORS (A6D PRESSURES)
140 MPH + 25.(o P5F / - 343 P5F (END) UNLESS NOTED ON FLOOR PLANS
+ 25.6 PSF / - 21.1 P5F (INTERIOR) UNLE55 NOTED ON FLOOR PLANS
GARAGE DOORS (A,51) PRESSURES)
SINGLE 130 + 223 PSF 25.3 PSF
DOU5LE I(ox1 + 21.4 P6F 23.8 PSF
DANSCO
ENGINEERING, ILLC
P.O. BOX 3400
Apollo Beach, Flodda 33572
p. 813.645.0166
f. 813.645.9698
www.danscoengineedng.com
CA 25948
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 MPH (Vasd = 1 08MPH), 3 SEC. GUST,
EXPOSURE "C" ENCLOSED (INTERNAL
PRESSURE COEFFICIENT= ±0.1 8) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORIFION
OFTHIS DPAWINGONLY.
OW19 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
02019 - THESE DRAWINGS AND DESIGNS ARE THE
JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
THE CLIENT ON TH S PROJECT. ANY REPRODUCTION
IS
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
UPDATED CONNECTION
06.08.18
1.01 CROSS-REFERENCE TABLE
AND STAIR STRAP
01.09.19
1.02 ROOF UNDERLAYMENT REV.
02.11.19
1.03 UPDATED CONNECTION
CROSS-REFERENCE TABLE
VERSION NO. 1.03 02.11.19
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SHEET TITLE:
STRUCTURAL NOTES
SHEET INFORMATION:
JOB NO.: 390221
DATE ISSUED: 02.20.19
DRAWN BY: LF
REVIEWED BY: TH
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IFILL CELL STD. 900 HOOK F BONDBEAM
fRAFTEfR 5f=,4N T,45LE
_MEM5ER SIZE AND SPACING'
MAXIMUM LENGTH
MEMIBER CONNECTIONS,
2' X 4' I(o I O.C.
11-51
(2) I(od TOENAILS
2' X (o' I(o' O.c.
101-81
(2) I(ocl TOENAILS
2' X 8' 16' O.C.
131-91
(3) ll(ocl TOENAILS
2' X 10' 16' O.C.
161-51
(1) U5P HTUJ20 OR (3) I(od TOENAILS
2' X 12' I(o I O.C.
1,31-31
(1) USP HTUJ20 OR (4) I(od TOENAILS
2' X 4' 241 O.C.
0-11
(2) I(od TOENAILS
2' X (o' 241 O.C.
81-(01
(2) I(od TOENAILS
2' X 8' 241 O.C.
111-01
(2) I(od TOENAILS
2' X 10' 24' O.C.
131-01
(3) I(od TOENAILS
2' X 12' .9 241 O.C.
15'-4'
(1) U5P HTW20 OR (3) I(od TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGE5EAM).
SOUTHERN YELLOW PINE, 55 P5F LOADING
'U2 x 4 MEM5ER TO 5E SYPI NON -DENSE OR IBETTER
COMPONENT & CLADDING DESIGN PRESSURE
(140mph (Vasd = 108mph), enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height Up to 30 feet, Occupancy Cat. 11)
TRIBUTARY AREA (ft2)
ROOF
WALL
ZONEI
ZONE2
ZONE3
ZONE4
ZONE5
10
17.1
-26.6
17.1
-46.2
17.1
-68.6
29.7
-30.8
29.7
-39.2
20
15.5
-25.2
15.5
-43.4
15.5
-64.4
28.3
-30.8
28.3
-36.4
50
14.0
-25.2
14.0
-37.8
14.0
-588
26.6
-28.0
1 26.6
-32.2
100
14.0
-23.8
14.0
-33.6
14.0
11 54.6
1 25.2
-26.6
25.2
1 -30.8
125
14.0
-23.8
14.0
-33.6
14.0
1 -54.6
1 25.2
-26.6
25.2
1 -30.8
Notes-
1. For effective areas or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower effective area-
2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table R301.2(3) of the 6th Edition (2017) FEC, Residential volume
3- Rus and rninus signs signify pressures acting toward and away fromthe building surfaces.
14. Table values have been rrultiplied by 0.6 to convert component and cladding pressures to ASID.
............... ............ ......
. ................. .
ROOF DIAPHRA6M NAILIN6 5CHEDULE ..........
............ ......... USP
+ +
+
+
+
. . . . . . . .
. . . . . . . . . . . . . .
+ +
. .
. . . . . . . . . 1z
. . . . . . . . . . . . . .
+
+ 41
. . . . . . . . . ..
. . . . . . . . . . . . .
+ +
+ +
+
+
+
+
(Typ)
+ +
+
+ +
+ +
+ +
eb�
+ 4
+ +
+
+
+ + +
+ +.
+ +
+
+
+ + +
t + + +
+ +
+ +
+
+
. . . . . . . .
.
. . . . . .
. . . . . + + + + +[+++I
+ +
..
+ + + + + 4 +
+ +
+ + + + + + + + +
+
+ + + + + + + +
+
+ + + +
+ + + 4, 4, 4, 4,
+
W
UILI
M UGT1 5 TYP.
GIRDER TRUSS
W
:!� STD. 90*
It::]
E71-
CONT. #5
-. -
rczczk_
-11 ---
I
UUN 1. #b HOOK W, t5AK IdA I Ur rLIA I t:
BAR ......
::�� I \�_ - 5/8110
.......... . #5 CONT. THRU
BOLT
FROM
-15/32" GDX PL'(NOOP FOUNDATION
OR 1/16" 05B (FOR TO HIGHEST
5HINOLE) P/32" GDX
BOND BEAM
PLYHOOD OR 055 F
(FOR TILE) RnKin AKAqTPP 2 X 6 (MIN) B.U.0
KIDEE LINE
140 MPH 3 5EGOND 5U5T EXPOSURE NOR V41NP ZONE 140 MPIH 3 5EGOND OU5T EXPO -%)RE 000 HIND ZONE SCALE: N.T.S. USP_/
MUGT1 5 TYP.
F (FOR 5HIN6LE) (FOP 5HINGLE)
R5R5-01 NAIL5 @ 6" O.C. t P,5P5-01 NAIL5 @ 6" O.G. ED61E5 t -2nd FLOOR
4" OL. @ GABLE END KALL OR GABLE TPU55 RcRr,-Ol NAII 5 a h" 0-r- INTERMEDIATF F-1 i I
INCH NAIL LENGTH 2 3/5" INCH NAIL LENGTH
PLAN FOR MORE INFO
U
(FOP TILE) (FOP TILE)
CONT. BASE PLATE
R5P5-01 NAIL5 @ 6" 0C 1 4" OG @ GABLE END R5RS-Ol NAIL5 @ b" OG EDOE5 $
BEARING COLUMN
TYPICAL USP MUGT15 TO
HTA 20-18 / HTA 20
K.tkLL OR GABLE TRU55 R5R5-OI NAIL5 @ rb" OC, INTERMEDIATE
0.120 INCH NOMINAL 5HANK DIAMETER (MIN) 0.120 INCH NOMINAL 5HANK DIAMETER (MIN)
SEE PLAN FOR REQ'D PLYWOOD FLOOR
SHEATHING PER PLAN
BUILT-UP COLUMN DETAIL
INSTALLATION @ MID SPAN
3 INCH NAIL LENGTH 3 INCH NAIL LENGTH
COLUMN AND
CONNECTION
TO BE CUT TO ALLOW
NOTE;
,__�TJI
FOR BLOCKING/TJI
1) RSR5-01 15 A RING, 5HANK ROOF 5HEATHIN6 NAIL MEETINO THE 5PEGIFIGATIONS IN A5TM F166-7
2) 5EE STRUCTURAL NOTE5 FOR SHEATHINO 5PEGIFIGATIONS AND HIND 5FEED.
NOTE:
5) END JOINT5 OF THE ROOF 5HEATHIN5 5HALL BE 5TA06,ERED AND OGGUR OVER FRAMINO MEMBER.
MASONRY WALL OR
LOCATION OF UPLIFT VALUE
4) 5GHEDULE A55UME5 5HEATHIN6 15 FA5TENED DIRECTLY TO 5OUTHERN YELLON PINE OF, POL)OLA5 FIR OF, BETTER.
IF ROOF FRAMINO GON515T5 OF A LE55ER ORADE OF LUMBER, GONTRACTOR MU5T GONTACT DAN5GO EN61NEERIN5,
INTERIOR BRG. WALL
TJI PER PLAN
��OTHERWISE
SECOND RT16A IS BASED ON
S.P.F.
LLG FOR ALTERNATE FOP, NAILINO PATTERN.
SOLID
BLOCKING TO MATCH
#OF 2nd FLOOR
Solid block all ost from STUDS
above to beari b low.
USP RT16A USING
SECTION @ INT. BRG. WALL
17-8d x1 1/2" NAILS
DOUBLE JOIST CONSTRUCTION
UPLIFT = 1160#
CONNECTION CROSS-REFERENCE
_USP STRUCTURAL CONNECTORS
SIMPSON STRONG -TIE
CONNECTOR
GRAVITY (10(r/.)
UPLIFT(LBS)
ILATERAL`�
I F2 [LBS)
FASTENERS
CONNECTOR
I GRAVITY (10W1.)
I UPUFT(LBS)
I LATERAL,
I F2(LBS)
FASTENERS
SYP SPF
I SYP I SPF
SYP SPF
I SYP I SPF
MASON RY/CONCRETE APPLICATIONS
MASON RY/CONCRETE APPLICATIONS
HTA16
1870
1608
710(611)
9-10d x 11/2"
HHEFA16
2120
1 1781
1 -�nO�10-10d
x 11/2"
HTA20
1870
1608
710(611)
9- 10d x 11/2"
HHETA20
Od x 11/2"
RT16M
1395
139S
115
9-10d x 11/2" & (4) 1/4" x 13/4"
TAPOON
NONE
HTF16
3610*
3105*
-
18-10d & (1) 5/8" o A.B. W/
8" EMBED.
HTT4
3610*
3105*
18-10d x 11/2" & (1) 5/8" o A.B.
W/ 8" EMBED.
HTT45
3812*
1
3625*
18-10d & (1) 5/8" o A.B. W/
8" EMBED.
HTT5
3812*
3812*
26-10d & (1) 5/8" 0 A.B. W/ 8"
EMBED.
LUGT2
1550
111W
475(400)
16-10d & (5) 1/4" x 3" DeWalt
SCREW -BOLTS
LGT2
2030
1750
170
16-16d SINKERS & (7) 1/4x 2 1/4"
TITEN 2
LUGT3
3525
3240
(12) 1/4" x 2 1/2" WOOD SCREWS
& (4) 3/8" x 5" DeWa It SCREW-
BO
LGT3-SD52.5
3285
2365
385
(12) SIDS 1/4" x 2 1/2" & (4) 3/8" x
5" TITEN HD
LTS19-Tz
1205*
1036*
8-10d & (1) 3/4" 0 A.B. W/ 6"
EMBED.
LTF19
1310*
1125*
-
1
8-10d x 11/2" & (1) 3/4" 0 A.B. W/
6" EMBED.
LTT131
2905*
2412*
18-10d x 11/2" & (1) 5/8" 0 A.B.
W/ 6" EMBED.
NONE
MLJGT15
2556**
2556**
22-1 d & (1) 5/8" 0 A.B. W/ 12"
EMBED.
MGT
2556**
2556**
22-10d & (1) S/8" 0 A.B. W/ 12"
EMBED.
RFUS
7100
6106
(12) 1/4" x 3" WOODSCREWS & (4)
3/4" x 6" DeWalt SCREW -BOLTS
(2)FGTR
8885
6395
SIDS 1/4�'x 3" & (2) 1/2" x 5"
TITENHDEA.FGTR
FRAME APPLICATIONS
FRAME APPLICATIONS
RT7
560
495
120(120)
5-8d x 11/2" & 5-8d
H2.5A
565
1 .535
1 H��
10-8d x 11/2"
RT16A
1020
895
490(34S)
9-10d x 11/2" & 8-10d
H10A
1340
1 1015
1 285
1 18- 10d x 11/2"
RT16-2
1060
935
410(330)
16-8d
H10A-2
1080
1 930
1260 (225)1
18- 10d x 11/2"
SPT22
735
632
275(236)
8-10d
NONE
SPT24
1090
937
275(236)
12--10L
SPT4
875
753
-
6-10d x 11/2"
SPTH4
2195
1888
12- 10d x 11/2"
MUGT15 +
PHD4A
3852***
3313***
24- 10d & (1) 5/8" 0 BOLT
(8) 1/4" x 3" WOOD SCREWS
MGT +
HDU4-SDS2.5
11965-
3285-
525
1 22-10d & (1) 5/8" 1 BOLT
(10) SDS 1/4" x 2 1/2"
LUGT2
7260
1900
505(425)
32-10d
NONE
HTW20
1530
1285
-
-
20-10d
LSTA18
1235
1110
14-10d
LSTA18
1235
1115
14- 10d
LSTA24
1235
1235
16-10d
LSTA
1 2235
1235
18- 10d
LSTA30
1640
1640
22-10d
LSTA3
1 1640
1640
22-10d
LSTA36
1640
1640
1
LSTA3
1 164()
irzn
24-10d
HUNG APPLICATIONS
HUNG APPLICATIONS
MSH29
2865
2200
715
570
10- 10d & 4- 10d
NONE
HUS26
2760
2430
2035
1630
20-16d
THD26-2
2770
2382
2340
2012
18-16d & 12-10d
THDH26-2
4375
3850
2865
2280
29-16d
HD28
1230
1057
760
653
8-16d & 4-10d x 11/2"
HUS26 1 1562 1 1342 1 880 1 756 1 8-16d & 4-16d
HUS28
4170
3670
2950
2380
30-16d
NONE
THD29-2
4310
3706
2595
2231
28-16d & 1&10d
HGUS28-2
4973
4276 1
2695
1 2316 1
24-16d & 10-16d
HD210-2
2155
1895
1170
1030
14-16d & 610d
HU210-2
1 2382 1
2048 1
1516
1 1308 1
16- 16d & 8-10d
THDH210-2
9020
7965
4445
3555
58-16d
NONE
KLEG3
W/TOP
FLANGE
11980
-
3845
-
(2) 3/4" 0 A307THRU BOLTS INTO
GIRDER &(4) 3/4" o A307THRU
BOLTS INTO MASONRY
LEG3W/TOP
FLANGE
13045
-
3945
-
(2) 3/4" OA307THRU BOLTS INTO
GIRDER & (4) 3/4" 0 A307THRU
BOLTS INTO MASONRY
THDH414
1
2520
1960
16- 16d & (18) 3/16" x 13/4"
POWERSTAPPER+ I
HU414
3813
-
2015
12-10d & (24) 114" x 2 3/4" TITEN 2
CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MI N IMUM 8" EDGE DISTANCE ON CONCRETE & SET I N 51 MPSON SET-XP EPDXY
CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 2 3/4" EDGE AND 20" END DISTANCE INTO TOP OF FULLY GROUTED
CMU WALL& SET IN SIMPSON SET-XP EPDXY
CONNECTION MOUNTED VERTICALLY
INDICATES VALUES FOR SPRUCE PINE FIR (SPF)
NOTE:
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS.
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1/8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x - + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x - + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2 x - + 5/8" or 3/4" wood panel
902.0
2 x - lumber
Double 2 x - lumber
(Not required if both loaded equally from above) N.T.S.
Filler blocking 1/8" min. 2" min.
4 -3., } Small gap ..
4 max.
1/8" gap
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
2x4/PIywood/OSB web stiffener 2" min.
4) Place joists together and nail from each side with 2 rows of 1 Old nails A" -
1) /'nKIT0ArTnD Tn 00n%1Ir'1C ') Tn CII I TWC WMIf'_WT Qtn - - fmm � -it. required when Indicated or
Web Stiffener Fastener Schedule
Joist Bearing Location
Series I Depth I End Intermediate
@
BCI 5000s
9-1/21,
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
BCI 6000s
BCI 6500s@__T4_-7'__
9-1/2"
11-7/81,
2-8d
2-8d
2-8d
3-8d
2-8d
5-8d
16"
2-8d
6-8d
BCI 60se
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 90so
I_/fO
3-16d
14"
-2-1
5-1
5-16d
16"
6-16d
6-16d
TYPICAL HUS INSTALLATION
TYPICAL RT1 6A INSTALLATION
4" MIN. EMBEDMENT
SEE SCHEDULE FOR
SIZE AND QUANTITY
OF FASTENERS
. .1 F VU FF - Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing
top flange of joist. WEB STIFFENER
- Birdsmouth cuts. N.T.S.
DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads
N.T.S. higher than 15001b.
BLOCKING PANEL, INTERIOR TYPICAL HTA 20-18 HTA 20
SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall INSTALLATION TYPICAL MTW INSTALLATION
BEARING Use 3" (1 Od) na !Is at 6" a. c. Required on interior walls : - for vertical load transfer -,Plumbing
Vertical load transfer =1 900 pif max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or TABLE RW51A
Load bearing wall must stack beam below Load bearing wall must stack over UNDERLAYMENT TABLE
over squash=20 blocks and
*Non -stacking walls wall or beam below.* blocking and wall or beam below.* ------
require additional Joist
Roof Slope 4:12 and
consideration. Check When joists meet over wall, provide Roof Coveting Section Roof Slope 2A2 and Underlayment 1 Greater Undertayment
I -Joist can be offset Less Than 4.12 Undedayrnent Aftachinevir AftchmwW
local building 116" 13/4" minimum bearing for each.
code for appropriate up to 3" to avoid
details in One 1 Od box vertical plumbing ASTtA D226 Type I or It AST M, D226 Type 11
areas=20 of high or--20 sinker
ASTM 10-4869 'TV
. pe 11, 1,11 of IV' ASSTM D4869 Type IV 2
lateral load. nail each side 3" max Asphalt shingles R905.2 �!
ASTM DS 7 57 ASTM D6757
at bearing. .. .............
JOISTS OFFSET .:
D`1970 3 AERTM D 1 970 3
N.T.S.
Concrete and Clay 711
. . ........ . . . ................................. . ...... . . . ...... . . ........... . ..... . ..... ...........
lSee Secfi�-,n R90&3,3
Provide adequate bearing R906.3
for each lapped joist. Use 1063" nails at 6"o.c. for all joist - - - ----------- - ------- - ------ ASTIA D226 Type I or I I
blocking panel *Non -stacking walls
Od nails require additional consideration.. ASTM D226 Type It
Squash block Metal roof shingles A-ST"Kl D0*9 T�41)e II, III Or K! 2
I ASTIA DOW9
(2x4 minimum) SECTION INT. BRG. WALL Type IV
R906.4 A S T W1 W7 5 7
Bearing wall, Versa -Lam LVIL or N.T.S.
ASTM D1,970, 3 ASTM D1970
3
Glulam Beam (D
ASTNI _D27'26 Type. I -or 11
Mineral -surfaced roll ASTM D2.26 Type li
A S T M 0 -4 86 9 1y
pe 11, if! or IV I ASTM 134869 Type IV 2
roofing
NO HOLES (EXCEPT ASTNI, P-9757
KNOCKOUTS) ALLOWED MINIMUM SPACING 2x GREATEST Backer block (112" wide min.) R90&3 .......... .. ........... ......... . ..... . ...........
IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with 10- 1 Od nails. D1970 3 ASTM DIP-70 3
Install tight to top flange. .......... . ........
(KNOCKOUT EXEMPTS)
(see table bel
ow D ASTM D226ry�v t or 11
State and slate -type A
ASTM D226 Type If 2
,69,
e 11, 111 or
(see table below)
shingles ASTtA 04869 Type IV
DO NOT cut, notch Joist hanger A6 T N1, D 6 7 5 7
or drill flanges
ASTNI 131910 3 ASTM 131,970 3
0 El
_�10 I Wood shingles ASTNI D226 Type � or It ASTM D226 Type It
I
R90&7 ASTM f3k81,59 Ty
pe 11, 111 or IV ASTM 04869 Type 1V
e-4
A 1Y2" ROUND HO' F MAY 11 DO NOT CUT HOLES
"6- 6 Filler block. Utended to roof
1 Wood ASTN4 D226 Type [I
BE CUT ANYWHERE IN sh**s
CANTILEVER LARGER THAN IY2" Nail with slopes 4:12 and
THE WEB. PROVIDE AT 01 ROUND IN 10-10d nails. R906.8 ASTM D48,39 Type IV
Greater
LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top ------
FROM OTHER HOLES mount hanger load exceeds 250 lbs. ASTM D226 ^type. I or It ASTNI 9226 T�rpe It
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2" Install tight to top flange. Metal roof panels AST M f 9 Ty pe 11, 111 or INI I ASTM D4ffiMTyve. IV 2
. . . . . . . . . . . . .
T-Z'
T-2"
V-3'
1�-3'
T-f
T-1 I "
2-4"
2�9'
3�-Z'
3-7"
8
T-9'
VA"
jotst
12
V-9'
T-2y'
T-2`
T-3*
T-9'
2-4"
Z-1 1 "
3-7'
4�Z*
4�-9'
6-4'
16
11-91
V-111
-11-21
1
V_7'
2�-R_'
3�2'
3-10"
*�9*
S-T'
64!*
7 -Z'
V-1`
T-r2`
V,-`
Z-W
3-9'
4-9'
14-10"
-RAT'
6-11"
7!-11"
1
124.
1 T-W
I V-T',
T7Z'I
V-3",
Z-6'
3-7",
4�-9'
1 6�40",
7-2-
Er-4"
1 9-6*
10'4* 1
A�S�TNI D, tV70 ASTNI D1970 3
1/4"-2" gap- -
ASTM 132226 Type I or It ASTTA D2226 Type I I
Photovoltaic Shingles 1 AS3TI-A D4869 Type 11, 111 or IV I ASTM D4869 Type IV 2
R906.17 ASTM, D6757, ASTM D6757
Backer Block -------------
z D 3
z AST 1,41 D 1970 3 ASTM lc�70 i
"Top Mount' "Face Mount" - -----
NOTES: Backer block shall be tight Backer block shall be tight lUftetap1*1t
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with t�o"_ �, tvri, twq unft al �n 12 ts Mm�,�W � I T-Pem ent �%s M w, �Wr 1�0% vo*, a� �n Q UN%' r�wizwW !�3z-pwv�ot
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top mm�,Or of zmdeftr�,wn panOel loand awft at. ft f6e*ledsvffll*�rtt� k, �Vw �n ww�� �gowh�� 0,,** eav�,, amly 55-
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. �nr �',wx,`e 4. mmil" � �., eete, ',,� ove"PAJ, wci�tsSwe theeft '� Q, imzhers (4V� mm,�, em� �,V* 0,8� be 6, nz h�'z and sheg b e V,%e� b�? 6 ftett ", Me
mdeft�,Menl kN"A bt hqw:t,�-s� ft a tad,��M ImOwtem- WM� =,�� M& tunwo-.4 Me %M of tht 0,ee� � a MOW-= falkrw
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS Web stiffner as �,�tg ol 12 nm,� c,g� ang o t tow M thc or4 w'd W6 �** fastencml b iN"'es (15,2 mm) 0,c ur'deamy"ne-M, wttchw aw, rMull tv
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger vark "P nO.''O'b stom, �vai vap ftmstes _0 pot fts ftn 1 if*0", Mftl crm shee hm'e s th"6,n.em ofmot thar, 32-.wqe Mt�e,� Pvwer-4iwep,
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet mek�o W$ 01al tc�;�,.,e "i mmm�m, ltkkt," of Wav, i�'O. elig'. ufpx!ft�r enA bk,, O�,936 fth T"it �,epnv, oharkgbeil
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height b�� r"o" Iesl Man O� .70 �nO, �0� 6n�- sbeak, "'p, MU aP4 0.01 �m�� to-, smmob sftnk naft C-V nag Muv* shag mvv a sengt 50ftmnl, "'a P"evale
MEMBER CONDITIONS. requirements ft�ough Vie rk%of sl�*AtNtg w r&, %w�- VW, % V�th kn'go Ihf wof Owaftv.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 7. offov�mjt, ve',*MW
THE LARGEST HOLE. .6 X Joist
Imm ft eave and �apm-4'4 1.=� t5� mm) wk! to Shed W 6 trfeft', and i�heg be_,Obet try Z ftet Tt�e wWaftwnwt �gha be SM�016* t�> C pailable de�k
7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. D depth Nv,, Sftwenad rowr �n t�ls §-O� 0� the sb,�el Aejz �� mwftan "as"t-rer ��pwft e V �no-m i"'V5 mm) IrA one TO'S "A tbe end and S�ft �em ft"tenso
ftv 01 9
6 (�2 mm� 0 �:� Up�de&v MM 5�10. km, aft"hwo vang Pks ft, ��p mft w MI. a n,=�Mm tap "Mewr 0.1 rxx dhar � mft M lmp,� ki
2" KNOCKOUT HOLES TURNED WITHER "Ve �� lhkkneal of tot us�, IMw"t 32,J%e �0"_t mea�- PoWw-drM!m melail cAp 1�t,,,W have a "t0ft'-sas of 0,0M �i". NEMMUM, %ktrevl of Ine
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y
UP OR DOWN. kww��, ��Iqe of pw�uk M"'W be '1.035 im_b� 'he tep nkW s"M, �4,.ag W" n* �a,,m 4z" 01Ma imth, f.or rft "ank PW� T�vm mv 0.0*� kv,0 rw enT.,ft,
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS _,f�ank nift, Cap taii wluw* shw� tow �a �tngft� -,Uftkera w �Mnela,.fle ft"'U0, Ift mrf Mw��n� ., not Iev_k tNm z',", fth �rdo �h� m, 0
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE Ro3,,4 �4-o�vs kom two �N� venk� a� �", I W�AA "_ �ZOAJM (.1, 7�ppmef,�t t�opt) ar4 gnkalet , TN twitt nwl �ep i�. sh"M t* �' WfflMd 80 4VMV1-,!
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
. , � Vf modrwd bftmzen v �mmt � omo'y�nq 'Mu�, ASTM D 19 D ineWbW M, 4'" md en��e k0M koO ow unle'ayn"ew mA wnv� -, 0MI '00,
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HOLECUTTING CHART N.T.S. 44m,,h,,,w\" $,Vr'. mlr,� Om I? 1�040,e*V po;kpmei�nw0iod bftnwn m�,mhront �wmWkzg w0b A$TM DIUQ� �feww ir.
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N.T.S. e W�MTWW�' RW.SA��l fwft, !0"Wi ovwA,�e I - , ,
mefntmme
............
DANSCO
ENGINEERING, LILC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.danscoengineering.com
CA 25948
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TO THE BEST OF THE EINGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 MPH (Vasd = 108MPH), 3 SEC. GUST,
EXPOSURE "C', ENCLOSED (INTERNAL
PRESSURE COEFFICIENT= ±0.1 8) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFrER THE DATE IT IS SIGNED AND SEALED.
SIGN ED AND SEA LED FOR TH E STRUCTURAL PORnON
OFTHIS DRAWINGONLY.
CM19 LENNAR CORP.-THtS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WFHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
9)20 9 - THESE DRAWINGS AND DESIGNS ARE THE
JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUFHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
UPDATED CONNECTION
06.08.18
1.01 CROSS-REFERENCE TABLE
AND STAIR STRAP
01.09.19
1.02 ROOF UNDERLAYMENT REV.
02.11.19
1.03 UPDATED NNE TI
ROSS-REFERENCE TABLE
VERSION NQ_1,Q3 02.11.19-
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SHEET TITLE:
STRUCTURAL NOTES
SHEET INFORMATION:
JOB NO.: 390221
DATE ISSUED: 02.20.19
DRAWN BY: LF
REVIEWED BY: TH
SNI
00
INSULATION REQUIREMENTS
LOCATION R-VALUE / T'I'f=E
EXT CONC, WALL R-4.1 HIGH FERM
EXT FRAME 2 x 4 R-II/R-13 KRAFT FACED
EXT FRAME 2 x (o R-Icj KRAFT FAGED
R-30 5LOLLN-IN RUSS E30TTOM CHORD OR 2x4 BLOCKING
CONDITIONED CEILING 5/8"OR 1/2'WIGH STRENGTH (UND.) W/ 2-111 TOE NAILS 6 EACH ENE)
(INSTALL 5AFFELSAT EAVrz) (OR VGYP. TYPE 'X',s GARAGE
GARAGE 6EPARATION W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
_—REFER TO UNDERLAYMENT TABLE ON SHEET SNI (GARAGE / LIVING) R-II/R-13 <RAFT FACED CONNECTIONS. PROVIDE (1) USP HTW20 WHEN 1/2'OR 5/6' HIGH STRENGTH BOARD
FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: I 5.PR DOUBLE TRUSS ALIGNED WITH STUD BELOW (U.N.O.) (OR 5/8' GYP. TYPE 'X' f TRJ65 50TTOM CHORD OR 2x4
(2) LAYERS FOR 2.12 < SLOPE < 4-12 8'x8"x1(o' NOMINAL BLOCK WITH TOPPLATE BLOCKING W/ 2-111 TOE NAILS
(1) LAYER FOR SLOPE � 4:12 GARAGE W1 A WA5ITA5LE ROOM
3/5' MORTAR BETWEEN COURSE$ USP 5PT24 2x 5.Pr-. (OR EQUAL) 5TUDS a Ill O.C. U.N.O. ABOVE) 6 EACH ENE)
12 PRE ENGINEERED WOOD TRU65 6 24' O.C. U.N.O. CONNECTOR B.F.F. DOUBLE TOP PLATE UPLIFT SCHEDULE FOR UPLIFT
HURRICANE ANCHOR a EACH TRUSS
, Z(T Y-f )]vARlr=s (SEE UPLIFT SCHED.) W1 METAL PL. L J 11 L J 11 L 1 11 L 1/2' CDX PLYWOOD OR 1116' 0.5.5. (1) ROW 2x BLOCKING 0 MID HGT. FOR WALL USF 5PT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
UNDER EA. TRU55 r ------ ir -------- -if ---------- --------- 7F --------- 71- ------ SHEATHING REQ'D. FOR ALL HGT. (8'-V. (2) ROWS 2x BLOCKING tv 3rd 1/2' GYP. W.5. MIN. 6 GARAGE SIDE TRUSS ALIGNED WITH STUD BELOW
i ii ii ii ii ii EXTERIOR OR SHEAR WALL$ AS PTS FOR WALL HGT., 8'-V. IF APPLICABLE
OISTURE 5ARRIER 1 11 11 11 11 11 1- 2'x S.Pr-. (OR EQUAL) STUDS 6 IV O.C. UNO.
INSULAT11 '4 5 1 11 11 11 11 11 INDICATED ON THE PLAN. ATTACH
ROOF COVERING L ------ JIL ----- _jL ---------- �1_ ---------- jl� ---------- JL----- SEE TH15 BHT FOR INSULATION CHART (1) ROW 2x BLOCKING 6 MID HGT. FOR
------ --------- ----------- SHEATHING W1 5d COMMON NAILS
111V 0.5.5. MIN. (FOR 514 INGLE) OR 19/32' 055 1 WALL HGT. < 8'-li (2) ROWS 2x BLOCKING SEE THIS BHT FOR INSULATION CHART
(FOR TILE) SEE ROOF NAILING SCHEDULE ON 3/5' MORTAR BETWEEN 4' O.C. a 5OUNDARIES, V O.C. 6
8'x4"x1(o' NOMINAL 6 3rd PTS FOR WALL HGT. > 8--iJ
$14T. SNI BLOCK WITH 3/8' ------ JIL --------- _11L ---------- J11L --- ---- SLAB 4 BLOCK EDGES, AND is 12' O.C. 6 FIELD USP SPT22 CONNECTOR USP 6FT22 CONNECTOR ......... . .......... ............... . 5/84 x 101 V BOLT a 241 O.C. W1
ELEV. VARIES 7 7 - - - - - - - - - - - - - - I r - - - - - - - - - - -IF - - VIII x 3/16' PLATE WASHER (TYP.)
MORTAR BETWEEN F 5/84 x 10' `J 2x P.T, 50TTOM PLATE
ALUMINUM SLOPE. I ii 11 11 11 ELEV. 0'-0' MIN. b x (o WIA x WIA W OR P15EWESH
STRENGTH CEILING C)RIF Er -)GE L ------- Jimm- -------- JL ------- --- JL ----- 1- ------ JL PLATE WASHER (TYP. (o x (o WIA x WIA
EVV OR 1 1/2' HIGH COURSES CUT TO 24' O.C. W1 2*3/16' 2x P.T. 50TTOM PLATE
BOARD PER CODE (OR AFF. 2'� WLLF OR Fer:RME.514
ELEV.-O' L ---------- j1L__ ------.j'L ----- I
rp/&'GYP. TYPE `X' 6 ALUMINUM FASCIA OIL -4 1/2' 0 3 1/2 MR
z
GARAGE W/A HA51TABLE 2x SU5 FASCIA A F R 4
4 1/2' 3 1/2"(m.
ROOM ABOVE) 4
12' VENTILATED
W/IDRYWALL SCREWS 6 In 2x4 00� U- 3 I/2'(m1n.)-
SOFFIT 4 , .. . 2: . I>
-4 co 1-11L VAPOR
O.C. CEILING 4 8"O.C. 5'x5'XIJV KNOCK- OUT
/� I - . I - . -3
12 ELEV. -0' in.) To
XIT 4- /2'
WALLS �1. 4 3 1/2"(min).-
15ARRIER
BLOCK W1 105 CONT. -IIL VAPOR / \> \
. GARAGE DEPTH VARIE5 (2) 05 CONT.
SEE TH15 BHT FO L J,
FILLED SOLID k
INSULATION CHART W/GROUT (2) #5 CONT . BARRIER U.N.O. MIN"
Ix2 ID.T. HORIZONTA I- I
" C.M.U. TYf=IC:AL 4" 4" 1 8
NAILER TYI=E IS' MORTAR U.N.o. MIN. 4LTEfRN,4TE T�Tf=)IG,4L f5E,4fRING
STD. 90*WOO< (SEE DETAIL) X/,*,--- ARCHITECTURAL TTf=IQ4L 5E,41RING; W,4LL s 5TEf= rc�; UJ,4LL f STEf= UJ/0 5HE,41R WALL ("C; G
SEE THIS 514T FOR FIN15H Gs,4fR,4 rQE 5L,45 4T 5TEF SCALE: 3/4'= I'-0
INSULATION CHART SCALE: 3/4'=I'-0" SCALE: 3/4'=I'-O'
Ix2 PT WD FURRING a 24' O.C. --"" I
1/2' GYPSUM WALL50ARD UNJO.----'0'
. . . . . . . 05 VERT. IN FILL V /-2x SPF. TUDS 6 111 2x STUD
1/2' OR 1116' 055 MIN. PLYWOOD SHEATHING
CELL5(5EE
FOUNDATION PLAN LOAD BEARING OR--- T-, NAILED W1 ad COMMON NAILS 6 4' O/C 0%
Ix4 P.T. BASE NAILER FOR LOCATIONS) EXTERIOR WALL a, r_111U 50UNDARIES, V 0/0 EDGES, AND 12' O/C FIELD.
3 1/4' 5A5E5OARD 4'x4' INSPECTION SHEAR WALL REQUIRES 2x BLOCKING 0 SEAMS. 4 '410-001,
MIN. 2500 PSI CONC. SLAB I'x P.T. STUD (2) ROWS OF 2x BLOCKING a 2x STUDS a Iron O/C (1) ROW 2x BLOCKING 0 MID
MIN PSI MAY VARY PER PORT AT EACH
MUNICIPALITY. FILLED CELL SEE CC/53 OR W5 VERT. IN FILLED CELL THIRD POINTS r= THIS SHT FOR INSULATION CHART NOTE: WGT, FOR WALL Wl :� 8' o
TYPICAL G/53 FOR ANCHOR SEE SECTION C/53 FOR (2) ROWS 2x BLOCKING tv 3rd
w 2K PTS FOR WALL HGT. > V-V.
CONCRETE SLAB 111111 1_�_ 518'xro' VIBOLT5 -1/8' STUCCO FINISH PER ASTM C. `32(o APPLY ADDITIONAL INFORMATION
WIAXWIA W OR TIBERM NOTE:EXTEND BOLT INFO, L1_ BOLT a 24' O.C. VERT. SEE THIS BHT FOR INSULATION CHA 3 LAYERS W1 TOTAL THICKNESS 115' OVER 1/2' GYP. W5 (MIN.) a GARAGE
DECO FINISH 4' to OR 5/5' x ro' EPDXY METAL LATH, FIRST 2 LAYERS 3/5' THICK CONTINUOUS TO FOOTER BELOW `B00HOOK DETAIL SIDE IF APPLICABLE.
BOLT
V BELOW GRADE USP 5FT22 CONNECTOR
*U5P SPT22 TYP. 5/810 x 101 IJI BOLT e 241 O/C W/ 2'OX EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN K.O. 5LOCK
5/81111 EXPANSION BOLT s24 1 O.C.
3116' PLATE WASHER TYPICAL SECTION 4.4 SHEET 5N FOR ADDITIONAL INFO.)
,,--2x P.T. PLATE 2x P.T. PLATE W1 In EMBEDMENT (MIN. $HEAR
/-USP 6FT22 tv EA. STUD IN. LAP 35000, MIN. TENSION 26000)
ASSUMED FIN15HED MIN. 2500 PSI CONCRETE SPACE ANCHOR BOLT
-.T. I -LATE 05 REINFORCING
N 2X f 5
BARRIER MONO OR 5TEMWALL
WIA x WI.4 WEEP SCREED INSTALLED PER NN`� OR #4 REINFORCING BAR BAR C1 2' x PLATE ULF OR FIBERMESH
7- MANUR 4 FRC SECTION R103.1.2.1
X: C UIF OR I5ERME5H lu
(o MIL VAPOR�/ �GRADE 5LA5 W/ ro x (0 1-- V MAX FROM END OF (o x ii WIA x WIA
FOOTING MONO SHOWN A
(L
;> *3 4 #4 LAP SPLICE 0
COMP. $OIL. (COMPACTED-4 FOR CLARITY -1
TO cJ5% MODIFIED I> I> A RAI)E 25't-11N. LAP
PROCTOR AISTM D1551) IL
. . t�A <
NOTE, A .> . . \, jvR 77
. / b MIL VAf=`OR 5
,3' MIN. CLR. STD_ 1300HOOK. *FOR BEARING WALL REINFORCING BAR R 11/8' lu
(2) 05 RE5AR CONT. ON (SEE DETAIL) W1 UPLIFT ONLY VA A A "S LAff 5PLICE
3' CHAIRS TYP. UND. IZ40 K 11-41 !Iou (2) 05 CONT.-� b MIL VAPOR
COMP. SOIL. (COMPACTED T 3ro' MIN. LAP an -4- an BARRIER
TYPICAL WALL 5ECTION (TYP.)
ON 3' CHAIRS
c3r2% MODIFIED PROCTOR ASTM 77�\ loll
SCALE: 3/4' = 1'-0' HRAt'IE WALL TO C-t-1-U. WALL CONNECTICNKO�� REINFORCII '5AR/ #5 5TD. "300HOOK
SEE TYP. WALL SECTION FOR SCALE: 3/4'=I'-O' k4l' 1, 11-411 #ro LAP 5PLICE TYPICAL INTERIOR
ADDITIONAL SLAB INFORMATION. N 5EARING WALL W1 UPLIFT
NOTE-. EPDXY TO BE SIMPSON SET-XF OR EQUIVALENT T'�-f=IG,4L EXTERIOR ES,4�11z- UJ,4LL i=00TI G; rE FE5,41R QET,41L.5
BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4 =v-0. SCALE- N.T.S.
SCALE: 3/4'= 1'-0'
PAVERS 0.14D, RECESS ADDITIONAL SLAB INFORMATION.
F
li x (0 WIA x WIA
-in.)
T= 3 1/2 `(m. 4
4-_ GRA
DE
4" (o MIL VAPOR
V -
BARRIER
(o MIL VAPOR
BARRIER
SEE A/53 OR J/5 Jill -111 - 411, 511
FOR REINF. INFO. �; - 3' MIN. CLEARANCE 1/2' GYP. 5D. MIN.
1'40 6TY) ROW 2x BLOCKING 6 MID W;;T. HOLD GYP. 5D. TYf=IC;,4L THIC;<ENED 5LA5 EDGEK*L�
I'-V(2 5TY), 21
FOR WALL HGT.!� V-li (2) ROWS P.T. 2x 1/2' FROM SLAB SCALE: 3/4'=I'-O'
2x BLOCKING 6 3rd PTS FOR 01-011 CONT. BEAD SEALANT
G;AfR,4GsE DOOfR 5L,45 FRECE55 INK
WALL HGT. > V-ii
SEE TYP. WALL SECTION FOR SCALE: N.T.5. < -----2X STUDS 24' O.C. U.N.O.
BLOCK WALL BEYOND
ADDITIONAL INFORMATION.
1/2' GYP. W5 (MIN.) GARAGE BIDE -3 112'oL INTERIOR GARAGE
----<> MASONRY WALL AND
IF APPLICABLE. MASONRY WALL AND
\/ARIE,? PAD FOOTING
PAD FOOTM
I/2"GYP5UM WALL50ARD UND.
RECESS FOR SJGD Ii x (o WI 4 x WIA ;t 1/4' DIA X 3 1/4' TAPCON5 24' EXPANSION JOINT --O.H.D, RECESS EXTEND FILL CELLS
> CONCRETE NAILS W/ 11/4' W1 DRYWALL SCREWS a 8'O.C. VMASONRY WALL--, TO FOUNDATION PAC)
SEE e \ / // I n
FI5ERME5H 2x P.T. PLATE
PLAN WLLIF OR O/C 4 .9 (o I MAX FROM END OF 2 x
(2) 05 CONT. ON 31 PLATE EMBEDMENT s 12' O.C. 5TAGGERED, SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING.
4 FROM 50TTOM PLATE TO CONCRETE (MIN.
CHAIRS (TYP.) (0 x (o WI.4 x 111.4 (q v b MIL VAPOR
W OR F15ERME614 SHEAR 1800 MIN. TENSION 1200) BEAD SEALANT CONT. FOOT[ 5ARRIER
GRADE
4
CONCRETE SLA5-N,,
E
'9 (o x (I WIA x WIA
I> rq l
ii MIL VAPOR I> WWF OR P15EWESH
Lu
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BARRIER
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BARRIER J15ii FOR REINF. -3'MIN. CLEARANCE 15ARRIER
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SEE A/53 OR /1/ (0 mil f-OR
REINF. INFO. all
SEE A/63 FOR a.
INFO.
>;,,\ BEYOND
1'-4` (1 5TY) EINFORCEME
OPTION #1 1'-&'(2 6TY) PAD IRE NT
SEE TYP. WALL SECTION FOR A, # 41114110 (SEE SCHEDULE) FOOTING WIDTH' "CLEARANCE
T N H �N -T
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ADDITIONAL SLAB INFORMATION. T`fPIGAL INTERIOR 5EARINGs SEE SCHEDULE
COLUt-IN FTQ. IDETAI
&LA5 5TEf=> 4 IREGE55 'a WALL UYOUT UPLIFT GAR,4GE DOOF, 5L,45 RE E55('JN� INTER10F, WALL 5L,45 5TEf= NON-5fpa < f=,4TIC L rN
5CALE: 3/4'=I'-O' SEE TYP. KALL 5EGTION FOR SCALE: 3/4"=I'-O-��3 SEE TYfO. WALL SECTION FOR SCALE: N.T.S. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'=I'-O' 53
ADDITIONAL 5LAB INFORMATION. ADDITIONAL INFORMATION. 5LA5 INFORMATION. SEE TYP. WALL SECTION FOR SCALE. N-T.S.
ADDITIONAL INFORMATION.
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flol 33572
p. 813.645.0166
f. 813.645.9698
www.danscoengineedng.com
CA 25948
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCT
PLANS AND SPECIFICATIONS COMPLY WfrH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 MPH (Vasd = 108MPH), 3 SEC. GUST,
B(POSURE "C" ENCLOSED (INTERNAL
PRESSURE COEFFICIENT = ±0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
c 19 NNAR CORP.-THLS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WrrHOU`rWRlTTENI
CONSENT FROM LENNAR CORPORATION.
@20 9 -THESE DRAWINGS AND DESIGNS ARETHE
JOINT PROPERTY OF DANSCO ENGINEERING, ULC AND
THE CLIENT ON THIS PROJECT. ANY REPRODUC71ON
OR UNAUTHORIZED USE IS PROHIBTED.
REVISION:
UPDATED CONNECTION
06.08.18
1.01 CROSS-REFERENCE TABLE
AND STAIR STRAP
01-09-19
1.02 ROOF UNDERILAYMENT REV.
02.11.19
1.03 UPDATED CONNECTION
CROSS-REFERENCE TABLE
VERSION, 0 4QU 02.11.19
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SHEET TITLE:
SECTIONS, DETAILS, & NOTES
(MONO)
SHEET INFORMATION:
JOB NO.: 390221
DATE ISSUED: 02.20.19
DRAWN BY: LF
REVIEWED BY: TH
S3
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15/5" 5, 15/8 80 1 all /--REFER TO UNDERLAYMENT TABLE ON SHEET 5NI
FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE-
12 (2) LAYERS FOR 2:12 < SLOPE < 4,12
(1) LAYER FOR SLOPE �! 4:12
ND FLOOR -50LIlD AREAS ARE 50L ID AREAS ARE (TYP.) SEE ELEV.
VERTICAL JAM STEEL AND GROUT STEEL AND GROUT PRE-ENGINEERED WOOL) TRU55EBs 24' O.C.
1/2' MINIMUM CEMENT FIN15H TYPICAL C.M.U. WALL E,/VDIA. x 5' J-5OLT5 AT 6-314', 41-3/4', 11', AND 136-3/5'A50VE 11 UPLIFT CONNECTOR (SEE SCHEDULE)
GARAGE FLOOR. ALL J-50LT5 WILL BE IN FILLED CELLS (2,000 INTERIOR SAW CUT TO 10 1/2' SAW CUT TO 10 1/2' FULL 8x8xl(o BLOCK DOUBLE 2x4 S.F.F. TOP PLATE
STANDARD 3' D IA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT 1/0' STUCCO FIN15H PER A5TM C. 132(o APPLY 3 LAYERS
THREADED 3'DIA. EXTEN511 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE WALL 7 W1 TOTAL THICKNE65 1/8' OVER METAL LATH. FIRST 2
HORIZONTAL JAM55 DO NOT TRANSFER LOAD.
st DOOR OPENING DOOR OPENING-� LAYERS 3/5' THICK EACH. 3RP LAYER 1/6' THICK (SEE
1/2' GYPSUM 50ARD Mi DOOR OPENING—* NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.)
SCREW OFF CAP & D IA.) W1 DRYWALL WALL
FOR CLEAN -OUT 5CREW6 6 0' C.C. OR
CRICKET AS
4d DRYWALL NAILS EXTERIOR--/ REQUIRED
DOOR STOP WALL UBP 5FT24 EA. STUD
4 MOLL) ING
MIN. EXTEN51ON FROM EXTERIOR GARAGE 1/2' EXTERIOR GRADE
FACE OF 5LOCK WALL 15 11/2- DOOR - - - -- - - - - - - - - - SHEATHING FASTENED TO
MAXIMI.IM EXTEN61ON FROM IST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH ad COMMON WIRE
EXTERIOR FACE OF 5LOCK WALL TO DRAIN 2x(o P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS s 41 O.C. BOUNDARIES, V BLOCKING (TYP.)
15 2 1/4' O.C. EDGES 4 8' O.C. FIELD
COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL 15 TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2x4 PT STUD5,8 16'O.C.—
(2) 2x4 PT STUDS UND&
WALL CLEAN -OUT t-1,4S0NF,*T' L AT'C J T CARRIER/GIRJDER TRU65
SCALE. N-T.S. DOOR TRACK SCALE. N.T.5.
W/MOUNTING ANGLE �4
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HTA20 e EA. 5TUD, MAIN SPAN
REF=EfR TO WINDOW fmfRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER ROOF TRUSS
SPEET5 FOR INSTALLATION INFORMATION 5Y
-MANUFACTURER. &"X&'XI(o' K.O. BLOCK W1 (1) 05 UPLIFT CONNECTOR
T`�FIGAL GARAGE [DOOF, 5UGK (�'�K CONT. AND FILLED W1 GROUT (SEE SCHEDULE)
T'T'f=IC,,4L &ECTION THfRU WIN�)Ouj SCALE: N.T.5.
�4 (1) 05 VERT. IN CONG. FILLED CELL
W1 5TD. 900 HOOK IN KO. BLOCK
REFER TO UNDERLAYMENT TABLE ON SHEET 5NI ALT. <NEEUJALL A50VE MA50NIRY WALL [DETAIL E
FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE- SCALE. N.T.S.
12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 TRUSS BOTTOM CHORD OR
(1) LAYER FOR SLOPE � 4:12 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED -7 2x4 BLOCKING W/ (2) I(od TOE
SEE ELEV. PRE-ENGINEERED WOOD TRUSSES,@ 24'O.C. BLOCK W1 ('�� FOR CONCRETE PLACEMENT NAILS a EACH END
UPLIFT CONNECTOR (5EE SCHEDULE)
DOUBLE 2x4 SPF. *2 TOP PLATE
2x 5.F.F. STUDS 6 16' O.C.
CRICKET AS REQUIRED
U5P SPT24 -a EA. STUD
1/2' EXTERIOR GRADE SHEATHING
FASTENED TO TRU55ES WITH ad COMMON 5 OCKING (TYP.)
WIRE NAILS 6 4' O.C. BOUNDARIES, (o' O.C.
EDGES 4 8' O.C. FIELD
STE). Sd HOOK-/
LINTEL BEAM W1 (1) 05 CONT. IN OPENINGS
GREATER THAN lI WIDE (UN.O. ON PLAN)
0f=ENINr_:s
FILLED CELL W1 (1) *5 VERTICAL
SEE FDN. PLAN FOR LOCATION
I h
i. X iz;;ui&- I -ur- 1-4/"lull IN
Lu
DOUBLE 2x TOP
TOP 5PL ICE
- 0
PLATE --i
*
- 18-IOLI NAILS
OL
ROWS 10d 6 3' O.C. (14 NAILS TOTAL)
2x TOP PLATE -/ d)
2-16d NAILS e 24' O.C. OR
0 a
EQUAL TO TRU58 50TTOM
C RIPPLES -8 IV O.C.
5/8'DIA. X 12' EPDXIED ATR
CHORD OR BLOCKING
,�2x
(PN
W1 MIN.V EMBEDMENT
4 loci a, O.C.
2x 5TUD 6 24'
O.C. MAX.
2x BLOCKING 6 EACH END W1 iOd
44�_
PROVIDE P.A.F. NAILS OR
-s 4' O.C. FROM EACH HEADER
2x P.T. PLA RE EQUAL a 12' O.C.
FACE TO BLOCKING
""'�(2)
SEE A /53 FOR STAGGERED FROM 50T.
ER PLAN
2x HEADER Pr
NOTE.
0 UPLIFT= 31610 (SYP *2)
31050 (5PF)
PLATE TO CONCRETE
'*'�2x
REINF. INFO.
PLATE LENGTH5 MU6T 5E
50TTOM PLATE W/ (1) 10d 8'
VARIES O.C. TO EACH HEADER FACE
AT LEAST 6-0' LONG. (TYP.)
50TTOM 5PLICE
NOTES: - T`�FIGAL INTI--fRIOR NON- 2 x ro 0-11N.) FfRX'�E OVER 6TUID
(DFILL LINTEL AND ALL CELLS AI5O1,`E LINTEL. 5EARING W001D FRAME WALL U5ff HTTI(o N
U5P 5FT22 -9 EA. STUD NOTE. FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION UJ,4LL HE,4DEF, IDET,41L r, TOF FLATE &FLIGE QETAIJ� SCALE: NT
2x F.T. PLATF= PORT -8 EACH VERTICAL RE5AR 4 DIRECTLY A50VE THE LINTEL. SCALE. N.T.S. SCALE. N.T.5. 5CALE. N.T.5. �54 NOTE: EFOX"r TO E3E SIMP50N
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED __j.4 F= 2240 LBS
EVV x loll `J' BOLT -a 24' O.C, MAX /ROOF TRUSS PROPERLY. SET-XP OR EGUIVALENT
W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) BEE FLOOR I -LAN FOR ADDITIONAL INFORMATION. U S-P. USP
5'X&'XI(o' K.O. BLOCK W1 (1) 05 M015TURE BARRIER 4 OPENINGS LESS THAN OR EQUAL TO &'-0' IN WIDTH DO NOT
CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL 5TEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
(1) 05 VERT. IN CONC. FILLED CEL
W1 5TID. 130* HOOK IN K.O. BLOCK TTf=IC,,4Lf=ILLEC)LINTi=—L,455F=M5LT'
KNEE WALL A50VE MA60Nf;RT' WALL DETAIL K F� 8C_ALr=: N.T.S.
.SCALE:
HEADER SUPPORT
NO. OF JACKS 4 STUDS
REQ. AT OPENINGS
OPENING
2x4 WALL
2x(oWALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
(U.N.O. ON PLAN)
EA ENE)
EA END
EA ENE)
EA ENID
11 -41
(1)
(2)
(1)
(2)
(1) U510 L5TA30
41 - el
(2)
(3)
(2)
(2)
(1) U6P LSTA30
91-1(01
(3)
(3)
(2)
1 (3)
(2) LISP L6TA30
uOt- OT_ 14 6PT24
uOr- or- 11+ -1
5PT24
uvr- ur- 1 1+
ROOF TRUSS ABOVE
2x TOP PLATE 2x BLOCKING
2x STUDS 24, o.r-.
OVERLAPPING
-0.
A
v
NAILED
5/8'xlO' 'J'5OLT
6 24' O.C. MAX.
INTO
(2) I(od TOE NAILS
10d NAILS G (01 O.C. EA. 5LOCKM
MIN, (2) PER
E30TTOM PLATE /-2x P.T_
TRAN50M FRAMING N�J
x
TRAN50M
FRAMING
STAGGERED
WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO
CREATE A 5OL11D 5A5E FOR BLOCK
CONNECTION (SEE PLAN)
SECTION
LATE
V= V=L, I I L,I-i 4�A/v I XN"
AND 55/51 FOR &
2x8 WALL A13OVE
WALL ABOVE.
112'X'� 1/2' PLYWOOD
T\ 11
ADDITIONAL DETAILS
ENTRY
6CRAP MATERIAL
A
SEE FLOOR PLAN NOTES
\ 1 9-
U5P 5PT22
K.O. BLOCK W1
FOR REQUIRED
1
USP SPT4
USP SPT4
J-5OLT5 6 24'O.C.
(1) 15 CONT. 4 FILLED
_J
(2) ROWS l2d NAILB STAGGERED
RECESS
MAX
LLJ
6 12' EACH FACE
LINTEL
5/5"XI0'J-50LT5
CD
O.C. OR
C1 11
2x P.T. PLATE
T-O' O.C.
(3) ROWS l2d NAILS STAGGERED
-
4
MOUNTING BASE NOT
FORM CREATES CONCRETE RECESS TO
612'0.C. FOR2xI0ORr ATER
3RE
..
A-
MA60NRY WALL
SHOWN FOR CLARITY
SEE DETAIL BELOW
MOUNTING BASE 6HOWN IN
P051TION
2x4 (NOM.) RECEIVE GARAGE DOOR AND TOALLOW
FOR WATER 6HED.
HEADER
2X8 P. 1. 50 1 101-1 PLATE
2x CRIPPLES 6
5EAT FOR BLOCK 18 POURED
2x(o MOUNTING BASE
KEEP STIFFENER BACK FROM 51DE5 ENOUGH
16' O.C. W1 (2) 12d
IN PLACE CONCRETE
TO ALLOW SPACE FOR FLAT MA5ON6 TOOLS
TOENAILS T/5
E,/8"xl0' 'J' BOLT 10 24' O.C. MAX.
GARAGE FLOOR SLAB
&xbxl(o C.M.U.
(2) 2x HEADER (SEE PLAN)
LISP C
(MIN. (2) PER 50TTOM PLATE)
C
TROWEL FINISH 5EE
GENERAL NOTES
(THIS 18 A RECOMENDATION FOR CON6TRUCTION OF TH15 FORM. ANY
I
U8P SPT4
5FT24
USPSPT4
MATERIAL OR CONSTRUCTION METHOD MAY BE U5ED PROVIDED ENID
INTERIOR HEADER
SLOPE FORWARD
PRODUCT MEET5 THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
(1) 2x BILL PLATE W1
lod NAILS iv 4'0.c:.
FOR DRAINAGE
10d NAILS 6
(2)12d TOENAILS.
6TAC-61ERED
A
10d NAILS (o' O.C.
GARAGE FLOOR
r-:s,4fR,4r-,;;r= ENTIR'T' F0fRM DETAIL
8' O.C. TYP.
BOX EXTERIOR HEADERS
Z
STAGGERED
HEADER (1) 2x SILL PLATE W1
TRANSOM FRAMING
&C;ALE. N.T.5.
2x JACK5 (SEE
ONLY (2)12d TOENAILS. OPENING
0 0
BEYOND.
N
TABLE AIBOVE)__"�
LARGER THAN 4 FT. (2) 2x
NAILED NTO
TRANSOM
F_
�101JNTING� 5ASE DETAIL
GARAGE DOOR RACK MOUNTING BRACKET
SILL PLATE W/ MP3 CLIPS
FRAMING
PLYWOOD
.. - I... . 5 . . ..
6 EA. SIDE
TRANSOM FRAMING
A-\
PLYWOOD FASTENED TO TRUSSES
0
SHEATHING
GARAGE DOOR ROLLER GARAGE DOOR TRACK
SEE BECTION, AA/51 AND
W1 ad COMMON WIRE NAILS 6 41 O.c.
SEE PLAN FOR FOOTING
CONNECTION A55EM5LY
2x STUDS (SEE TABLE
55/61 FOR ADDITIONAL
BOUNDARIES, (o' O.C. EDGES AND
L
DIMENSION5
DIRECTION OF GARAGE ........... :`.: ....
ABOVE)
DETAILS
a' O.C. RELD
DOOR TRAVEL ...............
LISP HTTI(o TYP. U.N.O.
USP
PLYWOOD
GAFRAGE ENTfP,T' FlNieHED
t'1450MRY DETAIL
SEE N/54
5PT22
SHEATHING
SCALE: N.T.S.
0, 01
P.T. 50T. PLATE
RECE55
/-USP
MA5ONRY--
WALL BELOW a-I-5/8"XI0"J-5OLT5
ID 24'0.C.
a/
LINTEL
5PT4
LISP
MAX. (MIN. (2) PER 50TTOM PLATE)
HOLD DOWN CONNECTIONS
5PT4
ALTERNATE:
NOT REQUIRED 6 BEARING
5/8' D IA. ATR EPDXIED
50TTOM r�F MOUNTING 5 E
WALLS WITHOUT UPLIFT
A .
A
A
MIN. (o' INTO BOND 13EAM
POURED CONCRETE 5A5E FOR�j TO BE 2'A5OVE FIN15HEID
BLOCK WALL. RECE55EP
2X11 P.T. 50TTOM
24' O.C.
SPACE FOR GARAGE DOOR GARAGE FLOOR
WALL
HEADEIR DETAIL
PLATE
AND WATER 6HED FORWARD
TH16 DRAWING.
SCALE: N -T-s- k\, � J4
FRAMING IDETAIL5 A50VE ENTRY
f=AfRTIAL INTEIRICIR ELEVATION
10' V BOLTS 6 24'
O.C. MAX.
SCALE: N.T.S.
(MIN. (2) PER 50TTOM PLATE)
SCALE: N.T.S.
11-1 ....... . . . . . . . .
DANSCO
ENGINEEPJNG, ILLC
P.O. BOX 3400
Apollo Beach, Floiida 33572
p. 8 13.645.0166
f. 813.645.9698
www.danscoengineedng.com
CA 25948
CD
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
140 MPH (Vasd 108MPH), 3 SEC. GUST,
EXPOSURE "C" ENCLOSED (INTERNAL
PRESSURE COEFFICIENT = ±0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFrER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
02019 LENNAR CORP�THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
02019 - THESE DRAWINGS AND DESIGNS ARETHE
JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
UPDATED CONNECTION-
06.08.18
1.01 CROSS-REFERENCE TABLE
AND STAIR STRAP
01.09.19
1.02 ROOF UNDERLAYMENT REV.
02.11.19
1.03 UPDATED CONNECTION
I CROSS-REFERENCE TABLE
I
VERSION NQ.1 �jl.Qj /.02.11.19
1XI
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C�4
CL.
d
uj
0
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Lu
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Uj Lj Uj
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SHEET TITLE:
SECTIONS, DETAILS, & NOTES
SHEET INFORMATION:
JOB NO.: 390221
DATE ISSUED: 02.20.19
DRAWN BY: LF
REVIEWED BY: TH
S4
%10
0
00
LO
r-
SEE STRUCTURAL NOTES 5ACKNAIL W1 (2) 1(od NAILS SEE STRUCTURAL NOTES 5ACKNAIL W1 (2) I(od NAILS
AND NAILING SCHEDULE FO =D 2x4 OUTLOOKER 6 24'
SHEATHING DETAIL 5P RTI&A OR EQUAL 2x4 AND NAILING 5C - 'L�
U 6 EA. OUTLOOKER7 OUT OOKER FOR SHEATHING HIDETAILZ L O.C. (OPTIONAL - SEE BACKNAIL W1 2x4 OUTLOOKER REFER TO SECTION J ON
x ' N 6 24' O.C. ELEVATIONS) SEE STRUCTURAL F(2) I(od NAILS 24' O,C. SHEET 55 FOR X-5RACING
TOP CORD 45'± 2X4 CONTV BRACE x NOTES AND NAILING A _F TOP CORD INFORMATION
//-;ASTENE:) W/ (2) 10d TOP CORD 5L66KiNG USP RTI&A OR EQUAL SCHEDULE FOR BLOCKING FOR
BLOCKING FO 31-a 24'O.C.. C:MID FOR FIRST FOUR ROWS 24' MAX, 6 EA. OUTLOOKER SHEATHING DETAIL USP RTI&A OR FIRST FOUR ROWS
OF
AX.
ACAL
FIRST FOUR ROWS OF TRUSSES EDGES EQUAL a EA. OF TRUSSES
TRU55E5 -a EDGES HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 CRO55 BRACE OUTLOOKER L ;4' MAX. EDGES OF U5P PGAM10 W1 (4 -WOOD TRU56ES
OF SHEATHING TYP. �2x& 5rP*2 V BRACE TO APPROX. 8' FROM 7
EXTEND e LEAST 9051. 2x4 GRO65 BRACE APPROX. RIDGE FASTENED AT SHEATHING TYP. I/4'xI-3/4WEDGE
a V-01 O.G_ U5P a, FROM RIDGE FASTENED AT L 5 CE TO EXTEND BOLTS 4 (4) 5DS --2x4 RAT RUN
2x4 CROSS BRACE - OF WEB LENGTH 4 6PT4 EA. EACH JOINT W1 (2) 106 4 (2) EACH JOINT W/ (2) AT LEAST 90% OF WEB 1/4' x 1 1/2' SCREWS BRACING AT 24'
APPROX. a, FROM NOTCH,@ 50TTOM STUD Iod TOE NAIL5,s EA. END 10d 4 (2) 10d TOE LENGTH (SEE TABLE) O.C. ON TOP OF
RIDGE FA5TENED AT CHORD (SEE TABLE) NAILS -a EA. END r-GA5LE TRUSS BOTT. CHORD
EACH JOINT W/ (2) 111"5P RT3A WITH 8-5d 2X& FRAMED WALL - SEE
10d 4 (2)10d TOE FROM LEDGER TP ALL SECTION FOR SPACING 2x4 PANEL 5LOCKIN 1/2' CDX PLYWOOD OR FOR 4 TRUSS
NAILS o EA. ENID py BLOCKING 6 48' O.C. FOR THE /-i/i( , I osp SHEATHING SPANS ATTACHED
2X4 STICK LUMBER "'GYP5UM WALL BOARD -1/2' CDX PLYWOOD OR 1116' FIRST (4) ROWS OF ATTACHED W1 10d NAILS W1 2 - l(od AT EA.
24" O.0 MAX GABLE TRUSS 055 SHEATHING ATTACHED TRUSSES FROM EA, 6 (o' O.C, EDGES AND 12' TRUSS JOINT
IN LINE WITH JACKS (2) 16d COMMON NAILS 2x4 PANEL BLOCKING a 481 O.C. FOP, THE FIRST �'_I/2' CDX PLYWOOD OR W1 10d NAILS 6 (o' O.C. EDGES ENID TYP. TOP 4 O.C. FIELD
(see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. ENID TYP. AND 12' O.C. FIELD (2) I(od NAILS
111(o' 0.55 SHEATHING 50TTOM ATTACHED 2x4 BLOCKING 6 24'
BOTTOM CORD ATTACHED W1 (2) 16-d TOENAILS ATTACHED W1 106 (2) 1( d NAILS W1 (2) 16-d TOENAILS 2x4 IT' ON TOP OF PANEL
O.C. W1 2 - I(od 2x4 IT" BLOCKING
2x4 LEDGER (MATCH BOTTOM CHORD L NAILS 6 (o' O.C. EDGES 2x4 PANEL 5LOCKING,@ 48'� 2X4 BLOCKING J DQ I BLOCKING, FASTEN WITH 5/6' OR 1/2' HIGH STRr:7NGTW TOENAILS 6 EA. END
SLOPE OF ADJACENT SC155OR TRUSS) AND 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS I I0dx3' e 4' O.C. CEILING 50ARD PER CODE 2x4 5LOCKING
h 2'x(o' P.T. 51LL*�� NOTCH 'L'5RACE PERE OF TRU55ES FROM EA. ENID A- _�2x4 IT' ON TOP OF PANEL 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD `� W1 13/8' DRYWALL NAILS OR MASONRY WALL a 48' O.C.
5/8'x 10' 'J'50LT -0 401 O.C;__z TYP. TOP 4 50TTOM ATTACHED 15LOCKING, FASTEN WITH PER CODE FASTENED WITH 5d COOLER NAILS \-U5P HGAIO 6 3( 1 DRYWALL SCREWS 1' O.C. I(od NAIL
WEEP SCREED INSTALLED W1 (2) 16-6 TOENAILS 10clx3' -0 4'O.C. OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C' CEILING 4 0' O.C. LUALLS ARCH ITECTURAL FIN15H ILI 5RAICE
USP HTA20 OR EQ. 'S &'-0' O.C. TYPICAL. PER MANUP. 4 FRC WITH A5TM C1002 FOR FIRST V-0' FROM END D15L. TOP It5TUD WALL ATTACHEED W1 fl
ALTERNATE U5P L5TAI05TRAIGHT STRAP 'a 4�-O' - SECTION R103.1.2.1 5/0' OR 1/2' HIGH STRENGTH 2x4 LEDGER (MATCH 50TTOM WALL 6 4' O.C. TYPICAL PLATE (SEE TYP. SEC.) 106 NAILS a 41 -
O.C. ALIGNED WITH GABLE WEB. ATTACH TO TRU55 MOISTURE BARRIER CEILING 5OAF;ZID PER CODE CHORD SLOPE OF ADJACENT O.C. TYPICAL
DROPPED FLAT TOPS OF W11 - I0dxI 1/2' AND TO MASONRY W1 (3) 3/1(ox 2 1/4' FA5TENEDWITH 86 COOLER NAILS TRUSS) USP 5FT24 6 EACH STUD EXT. LUALL CONN. 6 NON -LOAD —74
OR 1 1/4' LONG DRYWALL SCREWS GA5LE TRU68 E5j
HIPS FOR FRAMING TAPCON5. COMPLYING WITH A5TM C1002 POP, 5EC;TION
(GIRDER NOT DROPPED) SECTION FIRST V-0' FROM END WALL 9 4' 5fz-CT ION 5EARING LOCATION ]DOUBLE 'Ll' 5RAGING DETAIL
SCALE: N.T.S. O.C. TYPICAL SCALE. N.T.S. SCALE: N-T.S. SEE TYP. WALL SECTION FOR SCALE- 3/4' = V-0 6C:ALr=: N T 6 6E,
DROP kf= DET,41L ADDITIONAL INFORMATION. ��F�p
SEE STRUCTURAL NOTES AND NAILING �TOENAIL W1 (2) I(od NAILS 20'-01 MAX 20'-0' M,4X
SCHEDULE FOR SHEATHING DETAIL ]w 5RAcE SEE IDET. J/55 I [CHORD BRACING 2X4 MIN. 2x4 IT" IBLOCKING
x x F TOE NAILS 6 EACH END 6
TOP CORD RUS5E6
BLOCKING FOR 2x4 OUTLOOKER WOOD T 24' O.C. (TYP)
45'±
2 4' MAX, 24' O.C.
FIRST FOUR ROWS U5P RTI&A OR EQUAL 6 EA.
OF TRUSSES -a x x
EDGES OF 2x4 CRO55 55ZACE OUTLOOKER
SHEATHING APPROX. 0' FROM L' BRACE TO EXTEND AT LEAST
RIDGE FASTENED AT /-'
TYPICAL EACH JOINT W/ (2) 106 90% OF WEB LENGTH (SEE TABLE)
L 21, 4 (2)10cl TOE NAILS -9 G 13 65
_VA- EA. END 1 1/2' CDX PLYWOOD OR 1116' 055 0
2x(o P.T. SHEATHING ATTACHED W1 10d z
TRU56 VERT. WEB— SILL NAILS 6 (o' O.C. EDGES AND 12'
5PACED 6 40' O.c;. M�x
I I O.C. FIELD BRACING WI(3) 10d x 3'
(2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x (o' LAMINATIONS W/ (2) ROWS 2x4 PANEL BLOCKING -8 4a' O.C. FOR THE FIRST 10dX3' 6 3' O.C. THROUGH CHORD EACH CONN. a 24' O.C.
-;GERED 10d COMMON WIRE NAILS
(�F 6TAC OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE 8'-0' OF ENE) WALL FROM EA. END TYP. BOTTOM INTO 2x(o' P.T. PLATE AMIO WK4)-I14'x1-314'
(D = 0.148', L = 3') OR EQUAL (D = 0.201', L = 4 1/2') OR EQUAL NAILS (D = 0.201', L = 4 1/2') OR \-MO15TURE BARRIER
EQUAL CORD ATTACHED W/ (2) 16-d TOENAILS WEEP 6CREED INSTALLED PER WEDGE BOLTS 4 (4) SIDS 1/4'
NOTES: I I z_/_' / / I I MANUF. 4 FRC SECTION R103.1.2.1 x 1 1/2' SCREWS \_50ND 5EAM
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA. x E, 1/2' LAG SCREWS OR EQUAL Ni N I =
SIDES OF THE COLUMN (SPACE AS SHOWN FOP, 3-PLY) m 11 MOISTURE BARRIER '�'�MABONRY WALL
2x4 IT' ON TOP OF PANEL 15LOCKING,-�'
2x4 5LOCKING---.
x a 45' O.C. -166 NAIL
"Ll' 5PACr= -
ATTAcHr=D IL/
106 NAILS .4.
O.C. TYf=ICAL i><
GAIBLE TRUSS WE5 J
.5INGLE V 5RAC;ING DETAIL
,SCALE. N.T.6.
x C
DIAPHRAGM
BLOCKING e
48' O.C. TRUSS
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' D[A. x I' LAG SCREWS OR EQUAL FASTEN WITH 10dx3' -m 4' O.C. U5P HTA20 a EA. TRUSS '**�ARCWITECTURAL FINISH NOTE: — — — — Tf;ZU55 VERTICAL
THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/a' OR 1/2' CEILING DEN5E GYPSUM WALL BOARD FASTENED WITH ad VERT. WEB (24' O.C. MAX.) 1) SEE TRU65 MANUFACTURER'S TRUSS ENGINEERING /TOP 4 50TTOM CHORE) GABLE I I I
COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH A5TM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING ENE) BRACING 19 4'-0' O.C. MAX. (2) 2xO V BRACE
3) EACH 30d COMMON NAIL MAY BE REPLACED W1 (2) (o) REFER TO ND6 SECTION 153 FOR ADDITIONAL INFORMATION C1002 FOR FIRST V-0' FROM ENID WALL 6 4' O.C. TYPICAL M155EID VERTICAL WE13i USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3)
I(od COMMON NAILS. (ONE INTO EACH OUT511DE FACE 5/E3'x 10' 'J'5OLI O.0 SIMPSON MSTAM36 ON OUT511DE 2) IT' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT I(od PER 51DE
OF 5.U.C, SAME NUMBER OF ROWS, -SAME SPACING) -tv 3 EXT. WALL CONN. e NON - LOAD BRACING OF WEB MEM5ER5 PROVIDED IT EXTENDS OVER AT LEAST e0l/. OF THE LLIE5
SECTION MINIMUM (o'FROM PLATE .11 ICE�\ 5EARING LOCATION (UNEVEN CL.G.) 5C; 155OR GA5LE 'T' 5RAGE
TYFICAL NAILING SCHE�)ULES FOR 5UILT-UP COLUMN5 SCALE; N.T.5. W1 3/1(o'x2'0 PLATE WASHER fREaUlf;RED MINIMUM PERMANENT TfRU55 5fRACING PLAN AS FEF, H15 '31 SCALE- N.T.5. \"5
SCALE: N.T.6. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BC51 2013 EDITION SCALE. N.T.5.
ADDITIONAL INFORMATION.
2x4 OUTLOOKER 6 24' 5CI56OR TRUSS
uu/ k4/ 1v_"u r-�_-N L�11'4 I
TOP CHORD BLOCKING FOR 15T—
MINIMUM 2x FOUR ROWS OF TRUSSES, USING
CRO55 BRACING (2) I(od TOE NAILS 6 EA. ENID
(SEE PLAN FOR
LOCATIONS)
I0dx3' o.,.7 IRS
(2) I(od PER Q (01 O.C.
JOINT TYPICAL
It 12" MAX.
f5f;;�,4CING fPfz-0UIfRfz-t'�ENT5
STUD
SPACING
NO
V BRACE
(1) 2x4 (UN.O.)
V BRACE
2'x(o' (UN.O.)
V BRACE
24'
0101-31-01
31-01-(l
0-01
(o'-O' 4 GREATER
6CI550F, G,45LE - (1) 2x& 02 5.F.F. 9 EACH VEIRTICAL 4NID
(2) 2x,5 FULL HEIGHT a DIAFRR,4G�l 5LOCKING
9,.(B MAX.
OVEfRLAP TIRUSS BRACING
PRE -ENGINEERED
WOOD TRUSSES AT LEAST TWO TRU66 SPACES ovERL 2X4 BRACING 6 48' O.C. CONTINUOUS
TO FIXED LOCATION ATTACHED W1
2-10d -9 EA. TRUSS (NOTE: BRACING
MAY BE PLACED ON EITHER TOP
OR 50TTOM OF THE 50TTOM CORD)
TINUOU5 50TTOM CORD BRACING 2x4 MIN.
NOTE;
\-MINIMUM
ALTERNATE NON-DROF
1) "L" 5RACE MU5T EXTENE) AT LEA5T c3O% OF WEE3 LENGTH EXCEPT, 8CI56OR
MINIMUM (2) 1(od PER JOINT 2x4 TRU55 BRACING
"\\-CO5METIC
GA5LE WHICH fREQUIfRES 5RACE TO EXTENE) FULL HEIGHT OF GAaLE.
QRC_),5,5 5iR,4CING;
G,45LE END DETAiL
2) "L" 5RACE TO 5E FASTENEID TO GA5LE STUD WITH 10clx3" NAILS a 4" O.C_
TIRU3a 5fR,4CING; 0VEFL,4F QET,41L
DROP CEILING FRAMING
,SCALE: N.T.6.
SCALE; N.T.5.
SCALE. N.T.6.
6CI55OR TIRU56
111 DIROF CEILING 5RACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0' SCALE: NT5
GABLE TRU55
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
END JACK
'L'5RACE W1 10d 6 4'0.C.
12
3
12
(SEE SCHEDULE FOP, SIZE
(0.13 MAX
]1'-0' MAX,
.55
12
(0.9 MAX.
AND LOCATION)
'L'5RACE W/ lod a 4'0.C.
— OU5LE TOP PLATE
MAX.
(SEE SCHEDULE FOR SIZE
AND LOCATION)
L/
2X4 LEDGER
A5LE TRLISS
CORNER JACK
USP L-STA 18
CL <
85
I
F4 73
JEL IFT
C0NNECTION5
D5L. TOP PLATE \—STUDS
H I F F IRAtl
I N(fi
L-6TUDS 6 16' O.C.
\-CONT. AEARING
6 IVO.C. USP 5FDT24
ONT. 5EARING 1.15P HGAIO (TYP.)
UJOCID FRAMED G,45LE ENE) 5RACING DETAIL
UBE U5P WTA20 (OR EQUAL) CONNECTORS 6 MASONRY
OR U5F RT16A (OR EQUAL) CONNECTORS 6 FRAME
WALLS 4 LISP RTI e HIP JACK To FRAME WALLS
G;,45LE END 5F,,4CING EDET,41L
6 EACH STUD
C:sA5LE END 5fRAGIN(:� DET,41L SCALE. 3/4'4-0'
MEAN WALL HEIGHT UP TO 30'-0' - 5EE,5TRUCTURAL NOTES FOR WIND SPEED 5PECIFICATION
MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE.- N.T.S.
NOTES FOR WIND SPEED SPECIFICATION
MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE.- N.T.5.
DANSCO
ENGINEERING, ILLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.donscoenginee(ing.com
CA 25948
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 MPH (Vasd = 108MPH), 3 SEC. GUST,
EXPOSURE "C" ENCLOSED (INTERNAL
PRESSURE COEFFICIENT= ±0.1 8) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFFERTHE DATE IT IS SIGNEDAND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
020 9 LENNAR CORP.-THIS PLAN MAY NOT BE
15
REPRODUCED IN ANY MANNER WITHOUT WRFITEN
CONSENT FROM LENNAR CORPORATION.
02019 - THESE DRAWINGS AND DESIGNS ARETHE
JOINT PROPERTY OF DANSCO ENGINEERING, U.0 AND
THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
UPDATED CONNECTION
06.08.18
1.01 CROSS-REFERENCE TABLE
AND STAIR STRAP
01.09A9
1.02 ROOF UNDERILAYMENT REV.
02.11.19
1.03 UPDATED CONNECTI
CROSS-REFERENCE TABLE
VERSI' Otv 1'93�' 1.19
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SHEET TITLE:
TRUSS BRACING DETAILS
AND NOTES
HEET INFORMATION:
JOB NO.: 390221
LF
REVIEWED BY: TH
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5CI55OR TRU55
REFER TO SECTION I
ON SHEET 55.1 FOR
X-5RACING, AND TOP
CHORD 5LOCKING
INFORMATION
ch�
1/4' TO 1/2' GAP 5ETWEEN
TOP PLATE 4 TRU55
CD
CD
__j
U5P HGAIO
48' O.C.
ci__
KT. WALL I I III ['-*I I ` WOOD FRAME EXT. WALL
ERY U6P 5PT24 @EVERY
OTHER STUD
1/2'NOMINAL PLYWOOD OR
0.5-5. NAILED W1 86 NAILS a
4' O.C. 5OUNDARIE5, (o' O.C.
EDGES, 4 12' O.C. FIELD
,, O.C. I III — 2x8 STUDS AT 16' O.C.
ERY
I)s
m
ED
N0N=5EAfR1Nr__-; EXT. <NEE -WALL 4
5CALE: 3/4' = 1'-0' 65.1
mt--
r-=:m IL/ ur_I- I IL/114 I L1.1111
EET 6r2.1 FOR
5RACING, AND TOP
ORD 5LOC<ING
ORMATION
6CI55OR TRUSS
RAT RUN 5RAC;ING -a
O.C. ON TOP OF
)TTOM CHORD FOR (4)
J66 SPANS ATTACHED
2-16d tv EACH T"S
INT
3LOCKING ENE) NAILED
I(od 6 24' O.C. (MAX.)
�KING (TURNED
[LED TO TOP PLATE
NAILS
) FRAME EXT. WALL
�PT24
I
ZY OTHER STUD
)S AT 16' O.C.
PLYWOOD OR 111(o'055
4G W/10d NAILSs (o' O.C.
4 12' O.C. FIELD.
PT22 6
'r OTHER STUD
)CK W1 (1)
. 4 FILLED
'J' 5OLT 6
STAGGERED)
,. x 3/16,
ASHER (TYPICAL)
� STRIP
LL
(DESIGNEE) AS CANTILEVER)'
NON-EIEAfR)ING EXT. KNEE -WALL
SCALE. 3/4' = V-0'
C
55J
2x4 CRO55 5RACE AT r5EE NOTES FOR ROOF IDIAf=HRAM NAILING 6f=ECIFICATIONS
RIDGE FASTENED AT EACH
JOINT W/ (2) 10d x 3' USP RTI& OR EQUAL -8 EA. OUTLOOKER
X 0
0
TOP CORD 5LOCKING FOR FIRST FOUR ROWS OF TRUSSES
EDGES OF SHEATHING TYPICAL TOENAIL W1 (2) I(od NAILS
2x4 'T' ON TOP OF PANEL 5LOCKING,
FASTEN WITH 10d x 3' 6 4' O.C.
0 0
CEILING RIDGE
2x4 PANEL 5LOCKING 6 48' O.C.
ATTACHED W1 (2) I(od TOENAILS
INTO 50TTOM CHORD. INTERIOR HIP VAULTi 6:12 SLOPE' zxfo T-J. 01"
CENTER AND 3.12 -SLOPE 5LIDES.
E)/8' OR 1/2' CEILING IDENSE GYPSUM WALL 50ARD FASTENED WITH 8cd] X_
COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH
A5TM 01002 FOR FIRST 6-0' FROM END WALL 6 4' O.C. TYPICAL
5/8' x 10' 5OLT tv 24' O.C. MINIMUM (o' FROM PLATE
SPLICES W1 311(o' x 2' DIA. PLATE WASHER
(�GzAE3LE ENF,) IDETAL AT HIF VAULT
SCALE: N.T.S.
2x4 OUTLOOKER 6 24'
O.C.
24' MAX
—1/2' CDX PLYWOOD OR
1116' 0.55 SHEATHING
ATTACHED W1 10d NAILS
6 (o' O.C. EDGES AND 12'
O.C. FIELD
—GABLE TRUSS
V 5RACE TO EXTEND AT
LEAST 90% OF WE5 LENGTH
(SEE TA15LE ON SHEET 5!5)
10d x 3119 31 O.C.
THROUGH CHORD INTO
2' x (o' P.T. PLATE
—PLACE SHEATHING
FLUSH W1 MASONRY.
—WEEP SCREED INSTALLED PER
MANUP. 4 FRG SECTION R103.12.1
-MOISTURE BARRIER.
USP HTA20 is EA TRUSS
VERT. WE5 (24' o.c. MAX.)
...................
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Floiicla 33572
p. 813.645.0166
f. 813.645.9698
www.danscoengineering.com
CA 25948
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TO THE BEST OF THE ENG NEER'S
it
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 MPH (Vasd = 1 OBMPH), 3 SEC. GUST,
EXPOSURE "C" ENCLOSED (INTERNAL
PRESSURE COEFFICIENT= ±0.1 8) WIND ZONE
THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
CM19 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUTWRITTEN
CONSENT FROM LENNAR CORPORATION.
020 T 9 - THESE DRAWINGS AND DESIGNS ARE THE
JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
UPDATED CONNECTIO
06.08.18
1.01 CROSS-REFERENCE TABLE
AND STAIR STRAP
01.09.19
1.02 ROOF UNDERLAYMENT REV.
02.11.19
1.03 UPDATED CONNECTION
CROSS-REFERENCE TABLE
VERSION
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SHEET TITLE:
FRAMING CONNECTIONS
@ EXTERIOR WALLS
SHEET INFORMATION:
JOB NO.: 390221
DATE ISSUED: 02.20.19
DRAWN BY: LF
REVIEWED BY: TH
S5.1
-0
-0
DOORJAMB F-11X44 F-1/2"DRYWALL
DOORJAMB -1X4
/2" DRYWALL
F
DOORJAMB
ATTACHED PER
1X4 F112" DRYWALL
ATTACHED PER
P.T.
ATTACHED PER
DOOR MANU7F.
DOOR MANUF.
)mFURRING
DOOR MANUF.
X4
X4
J
3-1/4" LONG X3/16"0
1 X4
3/16"0 X 3" LONG
TAPCONS
FURRING
3/16"0 X 3-1/2" LONG
I
FURRING
TAPCON. INTO
STAGGERED @ 16"
L1X8
TAPCONS STAGGERED
LL-2X8
BLOCK@ SPACING 111
DETAIL
O.C. 2-ROWS INTO
P.T.
STAGGERED@ 11 5" 0 C
2-ROWS INTO
1X8
PER MANUFACTURE
MASONRYTHROUGH
1-1/211 DETAIL—
MASONRY THROUGH
311 DETAIL
1x4 P.T. & 1x8 P.T.
1x8 P.T. & 2x8 P.T.
3/16" x 3 -1/2"
TAPCON @ 16"
O.C. & 4" FROM
1 X4 P.T. —
3/16" x 3 -1/2"
DOOR JAMB
1/2" DRYWALL
1X4
DOORJAMB
EACH END W/ MIN.
DOORJAMB
�- TAPCON
ATTACHED PER
F
ATTACHED PER
2" EDGE DIST.
ATTACHED PER
DOOR MANUF.
DOOR MANUF.
DOOR MANUF.
10d @ 12" O.C.
1X4
IF7"
FURRING
2X8 P.T. WITH 3/16"0 X 3 11
2x P.T. AS REQ'D
2X8 P.T.
LONG TAPCONS
STAGGERED @ 16" O.C.
2X8
2x DETAIL
2 1/4"
DETAIL
2-ROWS INTO MASONRY
3-1/4" DETAIL
UNAUUI:Fj I AbLE IN6 I ALL I 1UN w$
PROPER INSTALLATION DO NOT DO THIS olw
MAX. 8"
#5 REBAR (TYP,)
P')
01
01
ATD. 90' HOOK (TYP.)
K (TYP.)
_±2" ITC 0 @ FIRST COURSE
2 COURSES
_w*
LED CELL PER FOUNDATION PLAN
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc FILLED CELL INSTALLATION SCALE: N.T.S. rH 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
SCALE: N.T.S.
3/4" PLYWOOD DECKING GLUED
� �s � �s AND NAILED W1 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
2x8 P.T. BUCK -CONNECT TO BLOCK mm- SECTION ATTACHED WALL SHEATHING TO
A -A USP RT16M UPLIFT CAPACITY = 1395#FORlSTRAP 2X BOTTOM PLATE W1 8d @ 4" O.C., 2
W1 1/4" x 3 1/4" TAPCON ( 11/4" MIN. = 2790 # FOR 2 STRAPS ? FILL list 4 COURSES ROWS STAGGERED
EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL
it 2' 8"
1-PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD,
1 X4 FURRING SOLID BLKG. AT TOP BTWN. AND (8) FACE NAILS 10d @
1/4" x 3 1/4" TAPCONS
BLOCK HEADER ARCH BLKG. & BUCK USP RT16M W/ (9) 10d x 1Y2" NAILS &
TRUSS VERT. WEB
I' Y x 1Y" TAPCONS
4 4 METAL SEAT PLATE
1/2" DRYWALL
NOTE:
HTWM16 W/ (8) 10d x 1Y2" NAILS AND
8d NAILS AT
8" O.C. AT BUCK LAP SHEATHING TO
Y4 X 1Y4" WEDGE BOLTS [(1)
(4 BOTTOM OF BAND
--LEAVE A CUTOUT IN O.S.B. ONTHE
2 x 8 45' DIAGONAL (4) 1 Old NAILS INTO
STRAP 1225 (2) STRAPS 2450#] JOIST TYPICAL
BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION
CONTACT ENGINEER OF RECORD FOR \\�USP HGAM10 @ 12- O.C. w/4-SDS 114A 1/2"
TO BE INSTALLED
7/16" OSB FOR OVERHANGS BETWEEN OVER 1 1/2"
CUT HOLE IN O.S.B. FOR
ARCH PANEL
"xl
BUILT UP PLWD. BUCK POLY -CELL IN THIS AREA ---2x845 DIAGONAL BRACE AT EA. BOND BEAM OR CAST FURTHER INSTRUCTIONS. SCREWS INTO BAND JOIST& (4)1/4 -3/4'
SCRIBE (NOTCH) WEDGE BOLTS INTO K.O. BLOCK
FACE OF ARCH W/ (3) 10d NAILS IN PLACE BEAM
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA. END OVERHAN
CONNECT W/ 8d NAILS RETROFIT TRUSS DETAIL
BRACE/ BLKG.
N.T.S.
INSTALL WDW. SCREW ANCHOR- \\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN
INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE RETROFIT WALL OVERHANG DETAIL (NTS)
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH FOR OVERHANGS BETWEEN 3/4" TO 11/2" RETROFIT FOR MISSING EMBEDDED STRAP
DETAILS OR THRU 1-1/2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4Y2" WOOD
WITHIN 6" MIN. OF START OF START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
4'MAX. RAD. WALL USE (3) 1/4" X 3 1/4" TAPCONS AT 16" O.C. ,EXT. WAjZ11
TR S
ARCH DETAIL j JACK TRUSS PROVIDED BY TRUSS 2 X 4 #2 SYP SCAB TO SIDE OF
SCALE: N.T.S. COMPANY OR 2x6 #2 SYP @ 24" O.C. 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 6-0" MIN.
I',, �s W/ (3) 8d TOENAILS @ TOP & BOTTOM SEE ,R?9,)rr 0 * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
CHORD TO LEDGER PLAN + ING (2) 10d NAILS @ 8" O.C.
+ TO TRUSS TOP CHORD $L FINISH FLOOR
+ 7'/Y b. -A"
2 x 8 BUCK - CONNECT TO BLOCK SECTION +
WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + PLYWOOD SHEATHING
EMBEDMENT INTO BLK.) B-B PER NAILING SCHEDULE + +
[�::#5
14" MAX + >
BAR
+ BLOCKING AS
2'-0" 8" 10
BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + CENTERED W/
+ REQUIRED
2X6 TO 2X4 SP RT3 1�9(�T �H IN TOP
1 X 4 FURRING BLKG. & BUCK TO SUPPORT 9
TRUSS + SOFFIT KNOCKOUT/ N
+ CHAIR BLOCK
8d NAILS @ 8" O.C. AT BUCK +
2X4 SYP
2 x 8 VERT. W/ (2) 1 Old
NAILS AT EA. END PROVIDE 2x
PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) EACH TRUSS MONO FOOTI
VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER
BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY AND SECTION DE IL
TRUSS COMPANY OR 2x4 CONNECTOR
LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF iz
#2 SYP @ 24" O.C. CLEAN FILL J>
2 x 8 VERT. BRACE(S) --------- INSIDE TO ALLOW FOR INSULATION ARCH
;2
TO BE INSTALLED 3'-0" MAX SEE PLAN 000, SEE LINTEL DIRT
1100 SCHED. STANDARD
CD
BUILT UP PLWD. BUCK- 7/16" OSB ARCH PANEL
90* HOOK C14
SCRIBE (NOTCH) BACKSID 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERsIti�FIT #5 BAR IN
TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 4Y,." WOOD FILLED CELL
8d NAILS START OF ARC PRECAST LINTEL
SCREWS @ 16" O.C. MAX. OR IF MASONRY
2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL EQUAL AX.RAD. N
BTWN. OSB ARCH FACES W/ (4) 10d NAILS WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. EE E EVATION
INSTALL WDW, SCREW THRU OSB INTO 2 x 8 FOR OVER HANG (MAX. 4'-0")
ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND
PER INSTALLATION DETAILS 13-113 ARCH DETAIL rK SECTION @ SHED ROOF rL SECTION @ ROOF EXTENSION REINF. PERLAN AND STEMWALL
SCALE: N.T.S. SCALE: 3/4" V-131" SCALE: 3/4" V-01" MONO TO STEMWALL FOOTING SECTION DETAILS
�s �s SCALE: 3/4" = V-0"
A/C CHASE 4" PVC -
PLUMBING LINE SLEEVE THRU STEM NOTE: IF RETROFIT FILLED CELL CONDITIONS
TOP (2) #5 s x 4'-0" - PVC OR SCH40 SLEEVE WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD
CENETERED TOP (2) #5's x 4'10" FOR ADDITIONAL INSTRUCTION.
P
PENET NETRATION MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM.
@ PIPE PVC OR SCH40 SLEEVE CENETERED @ PI_ E
RATION PE PLUMBING LINE
FINIS
H GRADE REINFORCING. PROVIDE LOWER
HOOKED DOWEL UP COLN.,
E 11-111— 11 FEI I Ei I 1_1 I 1=1 I 1=1 I DRILL 3/4"X6" MIN. HOLE
''Ll - SEE PLAN
SET BAR IN EPDXY
W.W.M. AT PERIMETER HTT16W/(18)-16d NAILSTO CAP TO PREVENT LEAKAGE
STUDS & (1) - 5/8" DIA. ALL
WHERE THIS CONDITION —#5X6'EMBEDDED INTO
(1) #5 BARS CONT. THREAD ROD EPDXIED W/
OCCURS
SLEEVE THRU STEM 12" B z EXISTING BOND BEAM
SEE FND. PLN. ELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN.
COVER 12" EMBEDMENT & 1-3/4" MIN.
SIZE & REINF. A GRADE 6'-0" --- F.F. 0 FILL CELL FULL HEIGHT W/
.0 .;1 i6A <
SEE FND. PLN. _..4'' EDGE DISTANCE m
FOUNDATION INFO _d U W NON SHRINK GROUT.
SEE PLAN FOR
SIZE & REINF. PIPE PERPENDICULAR TO FND. (ALLOWABLE UPLIFT=2,249#) 0 2
lie Lu _j A
STEM FOUNDATION co
PIPE VERTICAL THRU FND. L<L a.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE z 5X6'EMBEDDED INTO 45XVIN CONIC.
CENETERED @ PIPE GRADE REINF. SEE PLAN EXISTING FOOTING 2
PENETRATION F[-PLUMBING LINE LO DRILL 3/4"X6" MIN. HOLE
C14
C14 GRADE SET BAR IN EPDXY
4
I>
Rr'imi CELL FILLED SOLID
I EEI I I--
C-4
w/(1) #5 VERT. REBAR
SAW CUT
\"--(2) #5 REBAR. MIN. 3"
SEE FND, PLN. (2) #5 RESAR �10" MIN. (1-STY) of COVEREA.WAY �A SECTION
SIZE & REINF. A/C CHASE 4" PVC "120" MIN. (2-STY� EXISTING FOOTING
SLEEVE THRU FOOTING SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP I'll—ij SCALE: N.T.S.
TYP. FND. PENETRATIONS MONO FOUNDATION SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" RETROFIT FILLED CELL DETAIL
SCALE: N.T.S. I I NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT SCALE: N.T.S.
FILL SOLID
BOTH CELLS
#5 REBAR (TY
STD. 90' HOO
NOTCH WEB AT THE FIRST
. . . . . . . . . . . . . . . . . .
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.danscoenginee6ng.com
CA 25948
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 MPH (Vasd = 108MPH), 3 SEC. GUST,
EXPOSURE "C" ENCLOSED (INTERNAL
PRESSURE COEFFICIENT = +-0.18) WIND ZONE
THIS DRAWING AN D DESIGN IS VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
02019 LENNAR CORP.-TH[S PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
02D19 - THESE DRAWINGS AND DESIGNS ARETHE
JOINT PROPERTY OF DANSCO ENGINEERING, ULC AND
THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISIOW
DATE
DESCRIPTION
UPDATED CONNECTION
06.08.18
1.01 CROSS-REFERENCE TABLE
AND STAIR STRAP
01-09A9
1.02 ROOF UNDERLAYMENT REV.
02.11.19
UPDATED CONNECTION
1.03
CROSS-REFERENCE TABLE
VERSION N.Q,, IQ�./ 02.11.19
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RETROFIT DETAILS & NOTES
SHEET INFORMATION:
JOB NO.: 390221
DATE !SSUID: 02,20.10
DRAWN BY: LF
REVIEWED BY: TH
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-TEMPORARY TAPE
r-LAP' Z/ TO HOLD FLAP 2HOU5E
4,1 WRAP 7
bH A NG
ROUGH
OPENING
HOUSE
WRAP
SHEATHING
-TEMPORARY TAPE
'TFLAP' _\ X/ TO HOLD FLAP /wOU6E
WRAP/
SHEATHING
ROUGH
OPENING
141
HOUSE SILL WRAP __\ i-,ILL FLASHING
WRAP INSTALL FLEXIBLE
FLASHING
SHEATHING WI;NEI;6 AT
WINDOW SILL
WINDOW IFLAN( ;;E
WRAP
'FLAP'
TEMPORARY TAPE
TO HOLD FLAP
4,1 /wm6E
WRAP7
SHEATHING
CAULK BEHIND
WINDOW FLANGE
BEFORE
INSTALLATION.
r--51LL FLASHING
WINDOW FLASHING METHOD -A-1- 3-STEP PROCESS: WINDOW FLASHING METHOD -A-1- WINDOW FLASHING METHOD -A-I'
A A WINDOW INSTALLER WILL CUT THE BUILDING PAPER AT A 45. ANGLE TO A POINT V UP AND 9' OUT A. INSTALL SILL FLASHING (EXTENDING 4'BEYONE) THE ROUGH OPENING ON EACH SIDE) A, APPLY A CONTINUOUS BEAD OF CAULKING ON THE BACK SIDE OF THE WINDOW FLANGE.
FROM THE UPPER COI;NER5 OF THE ROUGH OPENING, (�) 5. INSTALL CORNER SHIELD FLASHING (FASTEN WITH MOISTOP SEALANT OR EQUAL) B. INSTALL THE WINDOW ACCORDIWG TO THE MANUFACTURERS SPECIFICATIONS.
5. TH15 WILL MAKE A 'FLAP' THAT WILL BE USED TO COVER THE HEAD FLASHING IN STEP 6, C. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL (INCLUDING COI;NER SHIELDS)
METAL FLASHING
DOUBLE LAYER SPLINE APPLIED
VERTICALLY (IF U51NG FELT, SPLIT
3V - WIDE SHEET IN HALF)
2' TO 4' LAP AT
HORIZONTAL JOIN
2' TO 4' LAP AT
IN IN
HORIZONTAL JOINT
IN
614EATHING__��
IN
BUILDING PAPER
HOU6EWRAP
"IN
I -CUT
IN
WINDOW
OPENING5 IN
SHEATHING WRAP
(BUILDING PAPER
OR HOU5EWRAP)
CARRIED V TO 2'
IN
BELOW 50TTOM
OF SHEATHING
IN
I
4' TO 6' LAP AT
VERTICAL JOINT
9'(6' MIN.) BEYOND
COI;NER 5OAFV
WRAP DETAIL
,SHEATHING
SCALE: N.T.5.
TEMPORARY TAPE
%AP' TO HOLD FLAP /WOJSE
WRAP7
HEAD FLASHING
JAM FLASHING
WINDOW FLANGE
HOUSE
WRAP
SILL FLASHING
WINDOW FLASHING METHOD 'A-1-
A. INSTALL HEAD FLASHING OVER THE WINDOW FLANGE.
B. EXTEND THE HEAD FLASHING VIBEYOND THE ROUGH OPENING ON EACH SIDE.
To Z(�,M_0,1,5,T`U,Rf`T"O' WE D'1vERTiD`T`O T_H,EO,UT51E3E5`UW,, A"C"i
-TEMPORARY TAPE
'FLA
; P' TO HOLD FLAP
4N1 /WCU6E
WRAP/
SHEATHING
'10 /—JAM FLASHING
WINDOW FLANGE
WRAP
SILL FLASHIING
SHEATHING
WINDOW FLASHING METHOD 'A-1-
A INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE.
B. EXTEND THE JAMB FLASHING 4' A13OVE THE ROUGH OPENING AND 8' BELOW THE ROUGH OPENING.
C. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS.
HOUSE
WRAP
/WOUSE
WRAP
'FLAP'
- -------------------------------
EAD FLASHING
\_5ILL FLASHING
WINDOW FL44GE
/,--JAM FLASHING
WINDOW FLASHING METHOD 'A -I'
A. ALLOW THE BUILDING PAPER r-LAP'TO DRAPE OVER THE HEAD FLASHING.
ZWOUSE
WRAP
r-LAP'
---- ----------------------------
WEATHER RESISTANT EAD FLASHIW-i
CONSTRUCTION TAPE
JAM FLASHING
HOUSE L
WRAP \—SILL FLASHING
SHEATHING WINDOW FLANGE
WINDOW FLASHING METHOD 'A -I'
A. APPLY WEATHER RESISTANT TAPE OVER THE 45. ANGLE CUT ON THE BUILDING PAPER,
5. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOU5 BEAD OF SEALANT OR EXPANDA13LE FOAM
..................
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.danscoengineenng.com
CA 25948
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 MPH (Vasd = 108MPH), 3 SEC. GUST,
EXPOSURE "C" ENCLOSED (INTERNAL
PRESSURE COEFFICIENT = ±0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
02019 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
@2019 - THESE DRAWINGS AND DESIGNS ARE THE
JOINT PROPERTY OF DANSCO ENGINEERING, ULC AND
THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBI[TED.
REVISION:
DATE
DESCRIPTION
UPDATED CONNECTION
06.08.18
1.01 CROSS-REFERENCE TABLE
STAIR STRAP
—
01.09.19
—AND —
1.02 ROOF UNDERLAYMENT REV.
02.11.19
1.03 UPDATED CONNECTION
I CROSS-REFERENCE TABLE
I
—
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SHEET TITLE:
WINDOW FLASHING
DETAILS & NOTES
SHEET INFORMATION:
JOB NO.: 390221
DATE ISSUED: 02.20.19
DRAWN BY: LF
REVIEWED BY: TH
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FLASHING REQUIREMENTS_
FLASHING AND SEALANTS FOR EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLY WITH
WEATHER RESISTIVE
A�- WINDOW UNIT
SECTION R703.4.
BARRIER
THESE DETAILS ARE GENERIC AND MEANT TO SHOW
DOOR ROUGH OPENING
SLOPE
GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED.
R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND
0.3 in: 12.0 in
BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE
WOOD FRAME CONSTR.
(0.6 cm : 30.5 cm)
BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR
SELF -ADHERED FLASHING 3/4'-l' BEAD OF CONSTR.
BY LAPPING DOWN I/ ADHESIVE TO BE APPLIED UNDER
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER
LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT
OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN
WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND
.............. OR EQUAL WEATHER PROOF CAULKING
EXTERIOR
HA
PRODUCTS DETAILS
LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS
TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A
CEMT. FIN.
'2 .. ...... .... ...............
MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN
...............
2 SELF -ADHERED FLASHING
Y. BUILDING PAPER
SECTION R703.1. THE WATER -RESISTIVE BARRIER IS NOT REQUIRED FOR DETACHED ACCESSORY
..........
TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND
BUILDINGS.
SEAL TOPS OF JOISTS
WIRE LATH
ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2
UNDER DECKING SUBFLOOR
(SEE DETAIL WP07
R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED
SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED
RIM JOIST
Detail Instructions
MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION
V
Refer to the number marked as �#)in each detail that corresponds to
PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT
COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT
the numbered items in the list of instructions below:
EXPANSION AND CONTRACTION, ASTM C1 281, AAMA 812, OR OTHER APPROVED STANDARD AS
APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN
A A,
V
1 . Install self -adhered flashing in order as shown by numbers
EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE
OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE
2. Install flashing and weather resistive barrier to form water
INSTALLED AT THE FOLLOWING LOCATIONS:
shedding laps
SELF -ADHERED FLASHING
WP02
SELF -ADHERED FLASHING
WP03
3. Self -adhered flashing can be substituted for building paper
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR
OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE
EXTERIOR DOOR WITH DECK - SECTION A
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
4. Split the release paper using the ripcord (Split release on
WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE.
demand, embedded in the adhesive layer) - for ease of
installation and to minimize scoring cuts
MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT
EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR
FOLD UP WEATHER
RESISTIVE BARRIER &
EXTERIOR SHEATHING
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT
NEEDED IN CORNERS RUBBERIZED ADHESIVE
5. Remove all release paper per standard installation instructions
MORE OF THE FOLLOWING:
TEMPORARILY SECURE
3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED
THROUGH SELF -ADHERED ASPHALTADHESIVE
and adhere to substrate using a square piece of flashing material
1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR
WEATHER
ADHESIVE TO BE APPLIED UNDER FLASH �NG,JAMB & HEAD
THRESHOLD OF DOOR AND RETURN FLASH NG SEE
FLASHING SELF -ADHERED FLASHING .. .. ..
(6" x 6" Minimum)
FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S
FRESISITIVE
BARRIER
UP JAMB 6". USE LIQUID NAIL BRAND FLANGEDWINDOW
(SEE DETAIL WPOI)
. . . . . . . . . . . . . . .
6. Fold as shown by arrows
INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS.
WHERE FLASHING INSTRUCTIONS DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE
OR EQUAL WEATHER PROOF CAULKING
. . . . . . . . . .
OR
TAPE
EXTERIOR
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . SCORED
7. Angle of corner may vary, adjust folding of the flashing
INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL
......
SHEATHING
...... RELEASE PAPER
accordingly to fit tight to corner
BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE
(BEFORE FOLDING, SCORE
8. Mechanically fasten as necessary
EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT
(�EMSLED WN�W)
SELF -ADHERED FLASHING,
RELEASE PAPER TO EXPOSE
DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR
EXTEND A MINIMUM 6"
VERTICALLY FROM
ADHESFVEAS SHOWN)
PROTECTION AT THE HEAD AND SIDES.
WEATHER
BOTTOM OF
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN
RESISITIVE
THRESHOLD
PROFESSIONAL.
BARRIER
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS.
SECTION -A (SEE DETAIL WP02)
1.4 IN ACCORDANCE WITH FMAIAAMA 100, FMA/ AAMA 200, FMAfWDMA 250, FMAIAAMAI WIDMA 300
..........
................................ .. ...................
SELF -ADHERED FLASHING
OR FMAIAAMAANDMA 400.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR
HEAD FLASHING TIE-IN INSTRUXTIONS:
2
STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
1 . Cut, fold up & temporarily secure weathe resistive
5
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
barrier above header to allow for flashing
installation
SELF -ADHERED FLASHING
4
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
2. Self -adhered flashing plus head flashing under
weather resistive barrier
SEAL TOPS OF JOISTS
6
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF
WOOD -FRAME CONSTRUCTION.
3. Fold weather resistive barrier back over head
%
UNDER DECKING
7
6. AT WALL AND ROOF INTERSECTIONS.
flashing and sea[ with tape
(SEE DETAIL WP07)
7. AT BUILT-IN GUTTERS.
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW
WPM
SELF -ADHERED FLASHING
WP05
SELF -ADHERED FLASHING
WP06
EXTERIOR DOOR WITH DECK
INSIDE CORNER
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
Ground
.. .. . .... .
SHEATHING
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . .
7/8" Cement Plaster
7/8" Cement Plaster
REFER TO TECHNICAL
in accordance With
in accordance with
LETTER ON CHEMICAL
Water Resistant Barrier
ASTMC926
ASTMC926
SELF -ADHERED FLASHING
Lath
Felt backed metal
Felt backed metal
SELF -ADHERED FLAS
Sheathing
lathe in accordance
lathe in accordance
PATCH
W ith ASTMC1063
with ASTMC1063
stucco
..........
A .4
Building Paper
Building Paper
A' 4
...........
........ 7/16" O.S.B.
-7/16"O.S.B.
sheathing
. . . . . . . . . . . . . . . .
.. ... .. . .. .. .. .. .. . ....
A j4 A
sheathing
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
A,.
Foundation Wall' A A.
'A
Metal
Flashing
. . ... . . . . . . . . . . . . .
.. ..........
NILING FLANGE
SELF -ADHERED FLASHING
2
A. A' A
A A
.............
.... .. Weep Screed
)
A
.......... . . . Installed As Per
2
3" MIN
4
.............
Manufact. Specs. &
Stampede or similar
...........
cauk bottom
DO NOT FLASH OVER
BOTTOM NAILING
8
5
.............. FIRC R703.7.2.1
joint only
FLANGE
...... Maintain
... Bottom of
Weep Screed
Installed As Per
SELF -ADHERED FLASHING
WP04
SELF -ADHERED FLASHING
OUTSIDE CORNER
WP08
FOUNDATION WEEP SCREED
WP09
Weep Screed
2" Above Roof
Manufact. Specs. &
HALF ROUND WINDOW
FRIC R703.7.2.1
Sheathing
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
5
cut and caulked all
Cement Plaster
butt joints need to
in accordance
becaulked using
with ASTMC926
Stampede or sim.
over wood 2nd
caulk for all
floor
DOUBLE
JOIST
SINGLE
WOOD BEAM
JOIST
...........
BELOW
............
...... .......
..........
..........
. . . . . . . . . . . . . . . . . . . ..........
...........
............
..........
. . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...........
. . . . . .. .. . ................
SELF -ADHERED SELF -ADHERED
FLASHING
FLASHING
Cement
SELF -ADHERED FLASHING
DECK JOIST
WP07
Plaster
over block
1 st floor
Note:
The building paper and metal lath must be
installed over the top of the weep screed. WEEP
SCREED DETAIL
NOT USED
NOT USED
NOT USED
SCALE: NOT TO SCALE
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flodda 33572
p. 813.645.0166
f. 813.645.9698
www.danscoenginee(ing.com
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 MPH (Vasd = 108MPH), 3 SEC. GUST,
EX OSURE "C" ENCLOSED (INTERNAL
PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNEDANDSEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
REPRODUCED IN ANY MANNER WrrHOUT WRITTEN
CONSENT FROM LEN NAR CORPORATION.
02019 -THESE DRAWINGS AND DESIGNS ARE THE
JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE 15 PROHIBITED.
REVISIOW
DATE
DESCRIPTION
UPDATED CONNECTION
06.08.18
1.01 CROSS-REFERENCE TABLE
AND STAIR STRAP
01-09-19
1.02 ROOF UNDERLAYMENT REV.
02.11.19
1.03 UPDATED CONNECTION
CROSS-REFERENCE TABLE
VERSION NO,, !;Q� �/j P�.. 11. 19
C=
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SHEET TITLE:
WATERPROOFING DETAILS
SHEET INFORMATION:
JOB NO.: 390221
DATE ISSUED: 02.20.19
DRAWN BY: LF
REVIEWED BY: TH
W P
.0
)o
.0
-TI - I --Fr-7---TT-F- I., - J 11 1. 1. HIL1.1 T I III r-
0
March 20, 2018
Re: Wood Co nst ru ct I on Connecto r Com p I ia nce for 2 D 15 1 ntern atia n a] Co d Ls & 2017 Flori d a Co d es,
To Whom It May Concern:
SecLion 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that
joist hange is shall be tested per ASTM D7147 Testing and Establishing Loads ofJoist Hangers. Previous versions Df
the I BC a n d F BC req u i red testin g to com ply with AST M D 1761 Test Method fin- Uechan ical Fastenas in Wood- Bet h
methods determine a connector's allowable load as the lowest of the following:
1, Lowest ultimate of three tests (or average of 6) with a safety factor of 3
2� Average load at 118-inch deflection
3. Calculations per American Wood Council National Design Specification forWood Construction (NDS)
The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel
strength: fastener strength: and wood specific gravity. The tested ultimate loads must be adjusted when tested
material properties exceed the specified properties.
ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Sirnilar Devices in
October 2016 to incorporate a methodology to evaluate products to the 2015 [-Codes. Simpson Strong -Tie is working
on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to
the 2015 ]-Codes. As soon as the updated evaluation reports are completed, om wil apply for Florida Product
Approvals.
However, reevaluating a large number of products W11 take time. While manufacturers work wth prx)duct certification
agencies to update their wood connector evaluation reports, we recommend that building departments under the
2015 I -Codes and 2017 Florida Codes continue to accept code reports shovving compliance to the 2012 and 2014
editions, respectively, until July 2018.
The information in this letter is valid until 6/30r2018 when it Wll be re-evaluated by Simpson Strong -Tie. Please visit
vAmv-strongbe.com for additional pertinent information. If you have questions or need further assistance regarding
this matter, ple,ase contact the Simpson Strong -Tie Engineering Department at 800999.5099.
Sincerely,
SIMPSON STRONG -TIE COMPANY INC.
/4:�
Keith Cullum, P. E., LEED AP dvdBIDW
Engineer. Southeast U-S. Branch
Page I of 1
i�n, 2221 Ct,y I.- M,Kinr.y, TX75069 Phwie: 972.542.0326 F 972.542.4139
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FL17244.1
ESR-3455
A23
FL10446.2
ESR-2606
HD21 0-2
FL17232-3
ESR-3445
HU210-2
FL10856.4
ESR-2549
HD212-2
FL17232.3
ESR-3445
HU212-2
FL10856.4
ESR-2549
H D216
FL17232.3
ESR-3445
HU216
FL1 0856.5
ESR-2549
PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018
HD216-3
FL17232.3
ESR-3445
HU21r,3
FL10856.1
ESR-2549
HD26
FL17232.2
ESR-3445
HU26
FL10856.3
ESR-2549
As required by Florida Statute 563.842 and Florida Administrative Code 913-72, please provide the information and approval numbers an the building components listed below iftheywill be utilized on the
construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable- listed
products.
HD2&-2
FL17232,3
ESR-3445
HU28-2
FL10856.4
ESR-2549
HD410
FL17232.4
ESR-3445
HU410
FL10856.9
ESR-2549
HD412
Fl
ESR-3445
HU412
FL10856.9
ESR-2549
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
HD610
FL17232.4
ESR-3445
HU610
FL10856.10
ESR-2549
1. EXTERIOR DOORS
H D041 0
FL17241.7
ESR-3444
HUCQ410
FL11468.11
SIM200804
A. SWINGING
ThermaTru
Firber-Classic and Smooth -Star (NON -IMPACT)
FL20461.1
+67.01-67.0 psf
z
z
HGA10
FL17699.1
Evaluation Report
HGA10
FL11470.4
SIM200803
Themi
Firber-Classic and Smooth -Star (NON -IMPACT)
FL20461.6
+67.0/-67.0 psf
HGAM10
FL17699.1
Evaluation Report
HGAM10KT
FL1 1470.4
SIM200803
Therni
Firber-Classic and Smooth -Star (NON -IMPACT)
FL20461.9
+67.01-67.0 psf
HHCP2
FL17236.7
ESR-3448
HCP2
FL10447.2
ESR-2551
ThermaTru
Firber-Classic and Smooth -Star (NON-IMPAGI)
FL20461.14
+67.0/w67.0 psf
HTA16
FL17680.4
Evaluation Report
HETA16
FL1 1473.5
SIM200802
ThermaTru
Classic -Craft and Benchmark
FL15225.1
+67.0/-67.0 Pat
HTA20-1 8
FL17680.4
Evaluation Report
HETA20
FL1 1473.5
SIM200802
HTT16
FL17324.2
Evaluation Report
HTT16
FLI 1496.1
ES-0130
TherrnaTru
Smooth -Star and Benchmark
FL15225.5
+67.01-67.0 psf
HTT45
FL17324.2
Evaluation Report
HTT22
FLI 1496.1
ES-0130
ThermaTru
FiberClassic, Smoothstar, ClassicCraft, Rustic
FL7640.1
+67.0/-67.0 psf
HTW16
FL17244.8
ESR-3455
HTS16
FLID456.22
ESR-2613
HTW20
FL17244.8
ESR-3455
HTS20
Fl
ESR-2613
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
+40.0/-40.0 psf
HTV\r24
FL17244.8
ESR-3455
HTS24
FL10456.24
ESR-2613
PGT
Series 5570
FL251.10
HTW30
FL17244.8
ESR-3455
HTS30
FL10456.26
ESR-2613
C. SECTIONAL
Clopay Building Products
Residenfial WindCode Doors W5 (BX7)
FL15279-37
+30.0/-32.0 psf
HTWM16
FL6223.2
Evaluation Report
HTSM16
FL11473.11
SIM200802
Clopay Building Products
Residential WindCode Doors WS (16X7)
FL15279.53
+30.0/-30.0 psf
HTVVM20
FL6223.2
Evaluation Report
HTSM20
FL1 1473.11
SIM200802
Clopay Building Products
Residential WindCode Doors WS (BX7)
FL15279.85
+38.0/-42.0 psf
HUGT2
FL6223.3
Evaluation Report
HGT2
FL10456.18
ESR-2613
Clopay Building Products
Residential WindCode Doors M (16X7)
FL15279.102
+37.0/-41.0 psf
HUGT3
FU3223.3
Evaluation Report
HGT3
FL10456.19
ESR-2613
D. METAL LOUVERED DRS
Curries Division ofAADG, Inc
607,707,727,747,and B47 Single & Pairs of Doom
FL1 1537.1
N/A (see inst sht)
HUS21D-2
FL17232.6
ESR-3445
HUS210-2
FL10856-R4
ESR-2549
HUS212-2
FL17232.6
ESR-3445
HUS212-2
FL10856,11
ESR-2549
2. WINDOM
HUS26
FL17232.6
ESR-3445
HUS26
FL10856.11
ESR-2549
A. SINGLE HUNG
MI Windows and Doors
Series 185
FL17499.2
+50.0/-55.0 psf
HUS28
FL17232.6
ESR-3445
HUS28
FL10856.11
ESR-2549
PGT
Series 5500
FL239.7
HUS28-2
FL17232.6
ESR-3445
HUS28-2
FL10856.11
ESR-2549
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+40.01-60.0 psf
JL24
FL17232.7
ESR-3445
LU24
FL10655.103
ESR-2549
C. FIXED
MI Windows and Doors
Series 185
FL15349.1
+40.01-40.0 psf
JL26
FL17232.7
ESR-3445
LU26
FL10655.104
ESR-2549
PGT
Series 5520
FL243.9
JUS210-2
FL17232.11
ESR-3445
LUS210-2
FL10655.107
ESR-2549
D. MULLION
MI Windows and Doors
Series 5764
FL15353.2
N/A
JUS24
FL17232.10
ESR-3445
LUS24
FL10655.109
ESR-2549
PGT
Series 5500
FL261.1
N/A
JUS26
FL17232.11
ESR-3445
LUS26
Fl
ESR-2649
E. OTHER
-
JUS26-2
FL17232.11
ESR-3445
LUS26-2
FL10655.112
ESR-2549
JUS28
FL17232.11
ESR-3445
LUS28
FLlD655.113
ESR-2549
3. PANEL WALL
JUS46
FL17232.11
ESR-3445
LUS46
FL1 D655.1 18
ESR-2549
A. SIDING
James Handie Building Prod.
Cemplank Lap Siding and HarefiePlank Lap Siding
FL13192.1 - FL13192.2
N/A
KLEG3
FL17241.15
ESR-3444
LEG3
FL1 D667.71
ESR-2615
B. SOFFITS
Alside
Solid and Vented Soffit
FL15272.1 - FL1 5272.2
+70.0/-70.0 psf
CD
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KST260
FL1 7244-15
ESR-3455
MST60
FL10852.7
ESR-2105
C. OTHER
LSTA12
Fl
ESR-3455
LSTA12
FLID852-4
ESR-2105
LSTA15
FL17244.18
ESR-3455
LSTA15
FL10852.4
ESR-2106
4. ROOFING PRODUCTS
LSTA18
FL17244.18
ESR-3455
LSTA18
FL10852.4
ESR-2105
LSTA24
FL17244.18
ESR-3455
LSTA24
FL10852.4
ESR-2105
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
N/A
LSTA30
FL17244.18
ESR-3455
LSTA30
FL1 0852.4
ESR-2105
B. UNDERLAYMENTS
Tamko
151b Fail Undedayment
FL12328.6
N/A
LSTA36
FL17244.18
ESR-3455
LSTA36
FL1085Z5
ESR-2105
C. ROOFING FASTENERS
NOT USED
LTS19
FL17219.2
ER-0200
LT_1719
FL11496.3
ER-130
D. ROOFVENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
WA
LTS20B
FL17219.2
ER-0200
LTT20B
FL11496.3
ER-130
Florida Metal Products, Inc
Vent RVID
FL21580.3
NIA
LTT131
FL17219.2
ER-0200
LTT131
FL11496.3
ER-130
Lomanco, Inc
DA-4 Exahust Vent
FL17202.1
NIA
LTWI 2
FL17244.8
ESR-3456
LTS12
FL10456.29
ESR-2613
E. ROOFING TILES
Boral Tile
Villa 900
F $49.27 - FL7849.28
N/A
LUGT2
FL17240.2
ESR-3447
LGT2
FL11470.7
SIM200803
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
N/A
MP3
FL17244.22
ESR-3455
LS30
FL10446.15
ESR-2606
F. METAL ROOF
Gulf Coast Supply& Manufacturing, LLC
0.032'Aluminum Gull 16"wide rod panel
FLI 1651.2 R3
N/A
MP34
FL17244.23
ESR-3455
A34
FL10446.3
ESR-2606
MP4F
FL17244.24
ESR-3455
LTP4
FL10446.19
ESR-2606
5. SHUTTERS
MP5
FL17244.22
ESR-3455
LS50
FL10446.16
ESR-2606
A. STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL15076.1 - FL15076.2
N/A
MPH3516
FL17240.3
ESR-3447
WM1416
FL1 D667.86
ESR-2615
All American Shutters & Glass
Galvanhted Steel Storm Panels
FL17869.1
N/A
MSTA12
FL17244.18
ESR-3455
MSTA12
FL10852.8
ESR-2105
6. STRUCTURAL
MSTA1 5
FL17244.18
ESR-3455
MSTA15
FL10852.8
ESR-2105
COMPONENTS
MSTA18
FL17244.18
ESR-3455
MSTA18
FI_10852�9
ESR-2105
A. WOODCONNECTORS1
USP Structural Conn.
see chart
MSTA24
FL17244.18
ESR-3455
MSTA24
FL10852.9
ESR-2105
ANCHORS
Simpson Strong -Tie
see chart
MSTA36
FL17244.18
EBR-3455
MSTA38
FL10852.9
ESR-2105
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
N/A
MSTC40
FL17244.26
ESR-3455
MSTC40
FL10852.11
ESR-2105
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
MSTC52
FL17244.26
ESR-3455
MSTC52
FL10852.11
ESR-2105
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.5
N/A
MTW12
FL17244.8
ESR-3455
MTS12
FL10456.33
ESR-2613
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
FL158.1
N/A
MTW16
FL17244.8
ESR-3455
MTS16
FL10456.34
ESR-2613
Commercial Concrete Products, Inc.
High Strengfn Concrete Untels
FL1774
NIA
MTW18
FL17244.8
ESR-3455
MT818
FL10456.35
ESR-2613
MTW20
FL17244.8
ESR-3455
MTS20
FL10456.36
ESR-2613
MUGT15
FL17240.5
ESR-3447
MGT
FLI 1470.9
SIM200803
NFM35X12
FL578.2
Evaluation Report
MBHA3.56111.25
FL13904.6
ESR-2616
NFM35X16U
FL578.3
Evaluation Report
MBHA3.56116
Fl
ESR-2616
PAU44
FL17239.13
ESR-3449
HDU2-SDS2.5
FL10441.4
ESR-2330
The products listed below did not demonstrate product approve at plan review. I understan at at a me of nspection o ass pro ucts, a owing n mis n mu a eve a a a nspe or on e
jobsite; 1) copy of the product approval, 2) th a performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I
understand these products may have to be removed K approval cannot be demonstrated during inspection.
PAU66
FL17239.13
ESR-3449
GLTV3.516
FL10667.8
ESR-2615
PHD2A
FL17219.3
ER-0200
FGTR
FL1 1473.2
SIM200802
PHXU3516
FL17241.20
ESR-3444
CS16
FL10852.1
ESR-2105
RFUS
FL6223.5
Evaluation Report
HI
FL10456.5
ESR-2613
RS150
Fl
ESR-3455
H10
FL10456.6
ESR-2613
RT15
FL17236.3
ESR-3448
H1D-2
FL10456.7
ESR-2613
RT1 6-2
FL17236.2
ESR-3448
H10A
FL10456.6
ESR-2613
RT16A
FL17236.2
ESR-3448
H3
FL10456.13
ESR-2613
RT3A
FL17236.3
ESR-3448
H4
FL10456.14
ESR-2613
RT4
FL17236.3
ESR-3448
H5
FL10456.15
ESR-2613
APPLICANT SIGNATURE
DATE
RT5
FL17236.3
ESR-3448
H2.5
FLID456-11
ESR-2613
RT7
FL17236.3
ESR-3448
H2.5A
FL10456.12
ESR-2613
RT7A
FL17236.3
ESR-3448
H8
FL1 1470.3
SIM200803
RT8A
FL17236.3
ESR-3448
spi
FL10456.41
ESR-2613
SPT22
FL1 7244.30
ESR-3455
SP2
FL10456.42
ESR-2613
SPT24
FL17244.31
ESR-3455
SP4
FLID456.43
ESR-2613
SPT4
FL1724432
ESR-W5
SP6
FL10456.44
ESR-2613
SPT6
FL17244.32
ESR-3455
SP8
FL10456.45
ESR-2613
SPT8
FL17244.32
ESR-3455
SPH4
FL10456.46
ESR-2613
SPTH4
FL17244.32
ESR-3455
SPH6
FL1045 6.47
ESR-2613
SPTH6
FL17244.32
ESR-3455
SPH8
FL10456.48
ESR-2613
SPTHS
FL17244.32
ESR-3455
U24
FL10655.141
ESR-2549
SUH24
FL17232.13
ESR-3445
HHUS28-2
FL`10655.3
ESR-2549
THD28
FL17232.16
ESR-3445
HHUS410
FL10655.4
ESR-2549
THD28-2
FL17232.16
ESR-3445
HGUS5.25/12
FL11468.11
SIM200804
THD410
FL17232.16
ESR-3445
HGUS414
FL1 1468. 10
SIM2008D4
THD412
FL17232.16
ESR-3445
HDQ8-SDS3
FL10441A
ESR-2330
THD612
FL17232.16
ESR-3445
MSTAM24
FL11473.19
SIM200802
THDH414
FL17232.17
ESR-3445
MSTAM36
FLI 1473. 19
SIM200802
UGT83F
FL2033.1
Evaluation Report
MSTCM40
FL11473.19
SIM200802
UPHD8
FL17219.5
ER-0200
HHETA20
FL11473.9
SIM200802
LGT3-SD82.5
FL1 1470.7
SIM200803
LGUM26-2
FL1 1473.12
SIM200802
SHEET NO.
PA 1.0
-6-0
(3)
(D
c—
Florida Department of Business & Professional Regulation
Florida Department of Business & Professional Regulation
Florida Department of Business & Professional Regulation
C/)
Building Codes and Standards
Pagel
Building Codes and Standards
Page 1
Building Codes and Standards
Pagail
Florida Department of Business & Professional Regulation
Page 1 &2
CU (D
1/52oiB
115RDill
11512018
Building Codes and Standards
115=18
>
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
2
Product Approval Application Detail
CD 0— = 0
FL#20"14U
FL#204614U
FILA150,141-M
a) C:)- 0
221111
Eaft or
2111a 21ft Deb Pending P2111,
Cod.
Entity
Data Data Data Penatin Data
Approved
22111111
Endiv or
Engineer
20 2all Date P-cano 20
F1.0211"i-R2
C5
TV" Version
Miseurfactum
contact Engineer & Validated By
Validated Submitted! FSC Appirtwa Approved
Status
THE Version
Revision 2017
Manufacture
The—Tru Corporation
Cents rnaloaxw&I-loorma Validated By
Rick Wright Lyndon P. SchrmA P.E. Ryan J. King, P.E.
VIkWW Submitted FSC Approval
10/15/2017 07112/2017 10/18/2017 12112/2017
awn
Approved
i2im veralon
Revision 2017
Manufacturer,
Thimne-T. Corporation
cards & Lioxin" Vakkftd By
Rick Wright Lyndon F. Schmidt PE, Ryan J. King, P.E.
Val Submitted F8Q Aconeval Avarond
10115r2017 0711212017 10/180117 1211202017
2111111111
Approved
220
EtK, or
21b 21k Data Peraffina 29A
CD
a)
Revision 2017
Thenne-Trui Corporation
Rick Wright Lyndon F_ Schmidt. P-E. Ryan J. King, P.E.
1011SM17 0711212017 1011ar2017 12112r2017
Approved
Category: Exterior Doom
(419) 298-174D PE-43409 (813) 767-6655
Catagory:ExterforDoors
(419) 298-1740 PE43409 (813)767-6555
Min Vansim
hisnufactis
contact Enjohnixer & Lk— Validated By
Validated Sistunithad FISC Approval Approved status,
-41--
0) 0 -1-0 U)
-I.—
Category: Etedu Doom
subcategory; SwbVhV Exton" Door Assemblies
(419) M-1740 PE-43409 (813)767-6555
doxwerwbidg—suftent,.
SubCsbsecq: Swinging Extao, Dom Assemblies
del-Civbidg—Unt..
Subcategory: Swinging Exterior Door Assemblies
rickwIllnabidg.—barts.
Revision 2D17
Therms-Trut Corporation
CMgoW. Dears,
Rick Wright Lyndon F. Schindich, P.E. Fly— J. King, P.E.
296-1740 PE43409 767-6555
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FLA211,0142 Products
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Nominal 8'0 "Nonlmpact" Opaque 12/31/2020
Composile Edge Fiberglass Single Door
No yes No
NIA
9
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Revision 2017
Th—Tru Corporation
Rick Wright Lyndon F. Schmidt. P.E. Ryan J. KJng, P.E.
12M312017 12/1312017 1212U2017
Pending FBC Approve
Revision 2017
Therma-Tru Corporation
RJok Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E.
12113/2017 12113P2017 121211`2017
Pendlirig FBCApproval
Revision 2017
Themns-Tru Corporation
Rick Wright Lyndon F. Schmidt, P.E. Ryan J. long, P.E_
12/1312017 12113r2017 12/2W017 Pending FBC Approval
1121 Version
Manufacturer
Contend Enalnear & Unnism, Wadded 0,
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Category: Exterior Doom
(419) 296-1740 PE43409 (813) 7674565
Category: Exterior Doom
Subcategory: Swinging Exterior Door Assemblies
(419) 298-1740 PE43409 (813) 767-6555
ndowC.1bldigoonsultents.
Category: Exterior Doom
Subcategory: Swinging Exterior Door Assemblies
(419) 2101-1740 PE-43409 (813) 767-6555
rIckwiliInubldigoonsullants.
Revision 2D17
Th.—Tru Corporation
Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E.
I2J13/2D17 I2fl3=17 12r21r2017 ding FBC Apim
Subcategory: Swinging Exterior Door Aasiirribliats
roluaambidgeonsultants.
Compliance Method: Evaluation Report from a
COM
Compliance Malthod: Evaluation Report from a
com
Category: Exterior Doom
(419)2WI740 PE-43400 (813)787-ONS
Compil n4w Midirock Evaknitlon Report from a
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Florida Registered Architect or a Licensed Florkla
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Subcategory: Swinging Exterior Door Assemblies
rickwillimbldliconsultents.
FlorIftR IsteredA.1illectoral-Icansed Florida
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Compliance Method: Evaluation Report from a
com
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Florida Registered Architect or a Licensed Flodds
EL9200140 Products
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Nominal 6'8 "Non4mpad" Opaque 12131r20211
No Yes No
NIA
6
f. Therma-Tru Fiber-Clawk, and Smooth -Star
Nominal 8Mg;0 "*,NonImPactkuot, Opaque 11261/2021
No Yes No
NZA
9
1. ThermaTru Fiber -Classic and SmoofliStar
Nominal 6'8 "Non1mpact" Glazed 12131=1
NO Yes No WA
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Composite Edge Fiberglass Single Door
Composite Edge Fiberglass Single Door
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Composite Edge Fiberglass Single Door
(Inswingloutsing; X irliguration)
14
n. Therma-Tru Faber-CIssale and Smooth -Star
Nominal S'0 &quortNon-Impactiliquot; Glazed 12131=1
NO Yes No WA
(Iniseing/Outirwing; X ocrifiguration)
Composite Edge Fiberglass Single Door
Search Criteria
(Indirwing/Outswing: X configuration)
Z
Florida Department of Business & Professional Regulation
page 1 of I
Florida Department of Business & Professional Regulation
page 1 of 1
Building Codes and Standards 1=18
Building Codes and Standards 115=18
Product Approval Application Detail
Product Approval Application Detail
Florida Department of Business & Professional Regulation
Pagai oil
Florida Department of Business & Professional Regulation
Pap I oil
Building Codes and Standards
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Building Codes and Standards
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Revision 2017
Themmi-Tru Corporation
Rick Wright National Accreditation & Ryan J. long, P.E.
12rWD17 OW1/2017 12/2Z?017
Approved
Revision 2D17
Thenna-Tru Corporation
Rick Wright National Accradittatio. & Ryan J. Klr�g, P.E.
1=012017 09121/2017 12rgM17 Approved
FIL81,1533244
FL*1531124114
Category- Exterior Doom
(419) 2WI740 Management hirtbuts (813) 767-6555
Category: Exterior Doom
(419)298-1740 Management Instauth, (813) 767-6555
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SubCstagory: Swinging EAerior DoorAssamblies
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Subcategory: Swinging Exterior DoorAssernblies
rklimCratibldgoonsultents.
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libirurfacturvir
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Validated Sub, FBQ ADD-111 ADEffond
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contact Endrivisar&LIcanan VaNdabst By
Validated Submitted FEC Approval Approved Amiga
compliance Method: Certification Mark or Usting
com
Compliance Method: Cerfillkation Mark or Listing
com
Revision 2017
MI W.dows arid Doors
Brant Salinger Luis Roberto Lomas Steven M. Unch, PE
06113/2017 M11112017 08115M17 1101101=7
Approved
Rawlsi 2017
111 Windows and Doors,
Brurt Slinger Luis Roberto Lease; Slawan M. Urkh, PE
OSM3=17 08/111t2017 1181152017 11011012017 Approved
FL14622544Products
Cate": Exterior Doom
(717) 3654M PE-62514 (717) 317-114M
Caftgory-. Exterior Doxas
(I'M 3115-3300 PE-42514 (717) 3174KS4
F1.0115221141t4 Products
Subcategory: Sliding Exterior DoorAianumblies
briltanger(Mindwd.com
SubCalegoall: Sliding Exterior Door Assemblies
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W8 and W Opaque and Gland Fiberglass Door with 12131/2021
No yes No
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6
a. "Smooth�Star&qw1; and "Benchmark by
6/8 and 810 Opaque and Glazed Fiberglass Dwr with 12/31/2021
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4
420 ALUMINUM SM REINFORCED
SERIES 420 ALUMINUM SGD REINFORCED OK IZ,31rms
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Paw 1 Of I
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Page 1 ON
Building Codes and Standards
115=18
Building Codes and Standards
115=18
Building Codes and Standards
1/512016
Building Codes and Standards
1/5=18
Product Approval Application Detail
Product Approval Application DetaU
Product Approval Application Detail
Product Approval Application Detail
FL#132794"
Code Enter or Data DPW ode Penciftei 21M
F1.01152711-M
Cod. Erdb or us" OW Dab Partaken Data
FILIN1133244
FL0333
COO
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Cod-
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11M Version
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contact Enalneer & License Validated By
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Revision 2017
C"ay Bullding Products Company
Mark Viesterflold lntxrtk Testing Services NA, Gary Plushlar
11/2012017 08/1012017 12/M2D17
Approved
Revision 2017
Clopay Building Products Company
Mark 11,11.8huffisild Intertek Testing Services NA, Gary Phisilder
11rAM17 08/1QW17 1210612017 Approved
Re�ulion 2D17
Mill Windows and Doom
amid Stanger Luis Roberto Lomas Sniven M. Udch. PE
0&1312Dl7 08/11/2017 08116/2017 10/10/2017
Approved
Rev.xon 2017
MI Wind— and Doors
amid Stanger Luis Roberto Lomas Steven M. Urih, PE
08/1312017 08/1112017 08118=17 10/1012D17 Approved
Category: Exterior Do..
(513) 770-6062 Inc. (513) 519-ew
Categany: ExlearlorDoom
l513) T70-M Inc. (513) 519-5566
all
Category: Exterior Doom
(717) 365-3300 PF-62514 (717) 317-8454
Cabegoey; Exterior Doc.
(717) 36"300 PE-62514 (717) 317-8454
SubCatee": Sectional Exterior Door Assemblies
navestarfieldilliblopay.corn
31sbCategsay: Sectional Extedor Door Assemblies
minshedleddiiilclopay.com
Subcategory: SIldmi; Exterior Door Assemblies
baftangenlimid.com
SubOatagory: Sliding ExtedDr Door Assemblies
bsitlin"nitwd.ocin
Complanco Matilhod: Certification Mark or Using
Compliance Method: Certification Mark or Listing
Compliance Method: Evaluation Report from a
Compliance Method: Evaluation Report from a
FUK52794R5 Produces
Flonda Registered Architect or a Ucansed Florida
Florida Registered Architect or a Licensed Florida
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!u 8*4rA'"._47 , 7 5. 15 00. 190, 76,
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53
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GDSSV, GR6S, GR59V, ARSS. AR5SV, EDSS, ED5SV
I
SERIES 420 ALUMINUM $Go
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No yes No
N/A
2
SERIES 420 ALUMINUM SGD
SERIES 420 ALUMINUM SGD OX, XO, XX 1213V2018
No Yes No
NIA
ED5$,ED5SV
145,V4"xS0" NON-REINrORCED
90"x8O" NON -REINFORCED
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Florida Department of Business & Professional Regulation
Page I fl
Florida Department of Business & Professional Regulation
Pap 1 of I
Florida Department of Business & Professional Regulation
Pap I of I
Florida Deparbnwg of Business & Professional Regulation
Pap 1 orl
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Building Codes and Standards
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Building Codes and Standards
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Building Codes and Standards
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Building Codes and Standards
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Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
19.91107-R7
FL#174914U
FU"5332-R4
FL#2514U9
22111111
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Validated Submtftd FSQ Approval Aciprond
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LM Version
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V.11khated S�,lftd FOO ACKINGY811 Approved
Revision 2017
MI Wardons, and Dooics
BrantSillinger Luis Robed. I— Steven M. Urkh, PE
08113,2017 08111/2D17 08115/2017 10110r2017
Approved
Revision 2017
PGT Industries
Dean Ruark BCCO - CER Mbu.�Dad. BCCO, - VAL
IZ20/2017 I I r2aWl 7 lZ2&2017 Approved
Review 2017
CURRIES Division of AADG, Inc
Dedic Dan UL LLC Ted Berroan, PE
1113012017 10126=17 1210=17
Approved
Revision 2017
11011 Vilindows and Doors
AmericariAchisacturral Sbnw M. Unch, PE
11=29=17 12`13all,117 Validated
Category: Exterior Dec.
(717) 395,VW PE-62514 (717) 317-8454
Category: Exterior Doom
(941)4W-0i00 (786) 31&25W
Category: Exterior Dec.
(641) 494-2844 (305) 868-4707
Cbgnp Windows
(7M 365-33W ManulacturemAssoclation (717) 3i74W
Subcategory: Sliding ExtarW Door Assemblies
bsItingedilinilwd,wrin
Subcategory: Sliding Exterior DocrAsaambiles
druark@plitinclustries.com
SubCate": Exterior Door Components
thrim.clatficillassubloy.co
SubCatatilM: Single Hung
baldingeaCkinkinLourn
Compliance Method; EwItartion Report from a
Compliance Method: Certification Mark or Listing
Compliance Mvftd: Certification Mark or Lefing
in
CompfionceiM.111 : CaFfiftation Mark orl-Istfing
Florida Registered Architect or a Licensed Florida
F1.01749942 Products
PrrAsselorral Engineer
FL#25141129 Products
fLA11537-R7
Products
FL#116332JR4 Products
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QualltivAimurano
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Yes Yes Yes
NIA
1
907, 707, 727, 747, and 847 Single and Palm of Dom
Flnh, Glazed, and Louvered single and palm of 12/31/2025
Yes Yes Yes
WA
2
185 SH
52xB4 Flaffilange Frame IMG Single Hung 10MRIMS
No Yes, No 480/40
29"
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hollow metal doors.
5
SERIES 420 ALUMINUM SW REINFORCED
SERIES 420 ALUMINUM SGD REINFORCED )DIX 1213112018
NO Yes No
NIA
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V'mIcn:
2017
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Florida Department of Business & Professional Regulation
Building Codes and Standards
Page I of 1
11612018
Florida Department of Business & Professional Regulation
Building Codes and Standards
Pap I Oil
116=18
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Pap I of I
Florida Department of Business & Professional Regulation
pop 1 Of I
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Product Approval Application Detail
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FLItIlm-1111 C2ft
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contact F.,dess, & Ljogmea, Vboddw By
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Revision 2017
Mil Windows and Doons
Word Sidinger American Arclubecturml Steven M. Uich, PE
1213112D17 12/31/2017 0110412018
Approved
Revision 2017
PGT lridushim
Dean Rusark MWff&Dft SOCO - CER Miliard-Dade BWO - VAL
C786) 315-2590
12r,=17 12MB/2017 12r2=17 Approved
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Validated Subm FSC Approval Approved
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Status
Category: Windows
(717) 36"300 Manufacturers Association (717) 3174454
Category! Windows
(941)48"100
Revision 2017
CIDpay Building Products Company
Mark Westerfield I ntertak Testing Services NA, Gary Plushler
1IrZ9/MI7 0811012017 IZO&2017
Approved
Revision 2017
Clopay Building Products Company
Mark Wabufl.ld Intertelk Testing Services NA, Gary Plushier
llr29=17 OW10/2017 i2W2DI7 Approved
SubCategovy: Fixed
Compliance Method: Certification Mark or Listing
lositengeniliffilard.com
ScitiCiatogoiry: Fixed
Complissessr Method: Certification Mark or Usting
divarleOpIdireltablue.com
Cote": Exterior Doom
(513) T70-6062 Inc. (513) 519-6566
Category: Exterior Doom
(513) 770-6062 Inc. (513) 51 M566
Subcategory: Sectional Exterior Door Assemriblies
manstaffteldlilclopsy.00m
Subcategory: Sectional Exterior Door Assemblies
mwestarfieldCclopay.civir
ElLil"&M940
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fber-oament lap sking 12/31=0
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MIA
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Building Codes and Standards
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Professional Engineer
Brant Shfingrir Luis R Lomas, PE Steven M. Udch, PE
(717) 365-33M PE-82514 (717) 3117-6,154
ballingenarnhini.com
10/23/2017 101116,2017
11MU2017
1211212017
Approved
Revision 2017
FL*2&1-Rj1 Prodijiggi
PGT Industries
Category: Windower
Subcategory: Mullons
OomplIrmcor Method: Cartificadion Mark or Lefing
own Ruark Mlami-Dd. BCCO - CER Mian*Dade BCCO -VAL
(941) 486-OIDO (786)315-2590
druardIlIligtIndustries.com
12105=17 11115=17 12ROM17
Approved
Revision 2017
James Hardie Building Products, Ina
cabegarry: Panel Wells
subcategory: Siding
Complievice, Modred: Evaluation Report from a
Florida Registered Archleact or a Licensed Florida
Profimst .. I Engineer
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(909) 349-29Z7 PE-24121 (352) 367-2526
pIngatheng.zhuClarneshar
die—
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11011=0117
Approved
Revescin 2017
James Hardie 13UIWQ Products, Ina
Category. Panel Waft
subcategory: Siding
Compffenco, Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
Pingationg Zhu Ran* 1. 09— John Scifittard, P.E.
(NO) 349-2927 PE-24121 (352) 367-2526
pingshanghultilamostrair
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10110/2017
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N/A
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fber-coment lap sidlng 12/31f2020
Yes Yes
NIA
N/A
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HardlePlank Lap Siding
filoar-coment lap Owing 12131=0
Yes Y"
WA
WA
Search criteria
Florida Department of Business & Professional Regulation Paplall
Building Codes and Standards 1/=18
Florida Department of Business & Professional Regulation polls I off
Building Codes and Standards 115=18
Florida Department of Business & Professional Regulation Page 1 Of I
Building Codes and Standards Iffimle
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Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Dablill
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FL#152724R2
F1.111101244t20
FIL01232114till
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Aside
Category: Panel Wall$
Subcategory: Soffift
Coonpliarrico Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Prolassonal Engineer
Nick Thompson Lyndon F. Schmidt P.E. Ryan J. KkV, P.E.
(M) 922-2389 PEA3409 (813)767-6555
rithrompsonQa1elkle.com
1010412017 101=017
10/lit=7
12112r2017
Approved
Revision 2D17
Abid.
Category: Panel Wells
Subcategory; Soffits
Contrill— Method! Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Pmfeselorml Engineer
Nick Thompson Lyndon F. Schandt P.E. Ryan J. KkQ, P.E.
(330) M-2380 PE-43409 (813)767.0556
n1hompsorroallilde...
10AMMU 1 =312017 10111,2017 121`1212017
Approved
Revision 2D17
GAF
Category: Roofing
Subcategory: Asphalt Shingles
Complionce Mordiad: Evokurtionn Report from a
Florida Registered Architect or a Licensed Fiords
Professional Engineer
Michael Stleh Robert fillandrient J.h. W. Kn—lch, PE
(800) 766-3411 PE-W166 (954) 772-1=4
midetegair.cont,
091UM17 0020=17 0W2&=17
12/12r2D17
Approved
Harrison 2D17
P1.911232NO
TAMKO Building Products, Ina
Category: Roofing
Subcategory: Underlayments
compliance Msthad: Evaluation Report from a
Florida Rogbillared Architect or a Licensed Florkm
Professional Enghteser
K&M Eden Zedurry R. Pried Locke Boorden
(4" 624-6644 PE-74021 (334) 300-1800
lood_edervilitterft.com
IOIIWM17 I(YOW017 10=2017
12/12121117
Approved
CIO
FL#15272-R2
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Vent or Solid Vinyl Soft 1213112020
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Vent or Solid VIny] Soft 1213112020
No Yes No
N/A
I
GAF Asphalt Roof Shingles
Fberillows reinforced 34ab. laminated, 54ab and 10120/2018
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WA
WA
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Asphalt saturated organic fell 01M712019
Yes Yes
N/A
NIA
hiphridge asphalt shingles
search Criteria
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Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I Of I
11512018
Florida Department of Business & Professional Regulation
Building Codes and Standards
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115=18
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
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Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
P.Plarl
F1.01109,18-R2
FL#169194t2
FL#162184t2
FU111419111-R2
Code
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Entity o
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Validerbod Submitted FQQ Approval
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LV. Thompson, Ina dba Thompson Archibectural
Metal, Company (TANICO)
Category: Roofing
SubCabigoty: Roofing Accessories that am an
Integral Part of the Roofing System
Compliance Method: Evaluation Report from a
Florida Registered Archbd or a Licensed Florida
Professional Engineer
Tony Christman Zachary FL Priest Locke Bowden
(813) 248-U56 PE-74021 (334) 300A800
tDnyQgm.m Iroofing.com
10110=17 10/10/2017
10/17/2017
12112/2017
Approved
Revision 2017
L.V. Thmicsion, Ina db. Th..p.. Architecture
Metals Cnp..y (TAMCO)
Category: Roofing
S.bCbgy: Roofing Acoeasculas that .. on
Integral Part of the Roofing System
Compliameor Mathiod: Evallurtion Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
Tony Chrishnan Zachary R. Priast Locke Bowden
(813) 248-3466 PE-74021 (3U) 300-1800
tDiryftometabroofing.ccat
10/10/2017 10/1012017 10117/2017 12112/2017
Approved
Raiision 2017
LV. Thompsor, In. dba Thompson Architectural
Metal. Company (TAMCO)
Category: Roofing
Subcategory: Roofing Accessories that am an
brit"rel Part ofthe Roofing System
Compliance Martlicid: Evskiation Report from a
Florida Registered Architect or. I.J.-sed Fiords
Professional Engineer
Tony Christman Zachary R. Priest Locke Bowdert
(813) 248-3456 PE-74021 (334) 300-1800
tonylIlIgornetakooling.com
1011=017 10110=17 1111117P2017
12/1212017
Approved
He— 21117
L.V. Thompson, Ina dba Thompson Anchbacheral
Metals Company CrAMCO)
Category., R..Rg
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compliance UWw& Evaluation Report from a
Florida Regislared Ard*Ad or a lJoromedl Florida
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Tony Cludstmen Zachary R. Priod Look. Boord-
(813) 248-3456 PE-74021 (334) 300-ISM
Ggoonefthroofing.corn
10111001117 1011012017 10117=17
12112=117
Approved
FL#IM94t2
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TAM00 Off -Ridge RoofVent with Baft
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WA
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Florida Department of Business & Professional Regulation
Building Codes and Standards
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Florida Department of Business & Professional Regulation
Building Codes and Standards
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Revision 2017
Manufacture
Florida Metal Products Ina
Category: Roofing
Subcategory: Roofing Accessories that are an
Integral Part of the Roofing System
Compliance Method: Evaluation Report from a
Florida Regleared Archftot or a Licensed Florida
Enft or
contact Enain— & License
Clark Jones James L. Bucker, P.E.@ Mk*ael John Riamer,
(904) 78$400 CBUCK Engineering P.E.
clarkilliflamoacom PE-31242 (561)414-7657
Dole Date
SubWd
10,750117 10105/2017
Date Pending
FBC A-1
10/2712017
Dole
A-rovad
121122017
stay"
Approved
Code
Mule Version
Revision 2017
Marrurfinctu
Lomanco, Inc
Cstogory� Roofing
Subcategory: Roofing Accessories that am an
Integral Part ofthe Roafing System
Compliance Mothod: Evaluation Report from a
Florida Registered Architect or a Licensed Fiords
Entity a
Enalimeriliucansi;
Andrew Carter James L. B..k.,, P.E� Steven M. UrIch, PE
(501)982-6611 PE-31242 (717) 317-8454
—taocirrumco.corn
Dole DAft Date Patrice- PA._
validated Subinihod FSQ Aaropaval An,roviod
12(18)2017
Statur,
Re -Apply
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Version
Revision 2017
Manufacturer
Boral Roofing I M-hut-flattle
Category; Roofing
Subcategory: Roofing Tiles
Compiler" Mattood: Evaluation Report from a
Product Evaluation Entity
Entity or
cordlt Wadded 0,
Thomas Jammed IAPN10 Uniform Evaluation Gary W. Walker
(602) 269-2288 Servloas LLC- (205) 85"160
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Revision 2D17
Mororfactumer
Isoml Roofing / Morderilleffle
Category: Roofing
Subcategory: Roofing 711as
Crenplionce Marthad; Evaluation Report from a
Product Evaluation Entity
Eaft or
CAdod Ennimpar & lJoeres Validated By
Thomas Jernmett IAPNIO Uniform Evaluation Gary W. Walker
(602) 2W2290 Services LLC. (M) 854-0160
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Category: Roofing
Subcategory! Roolingnies.
romplimica, Method: Evaluation Report from a
Product Evaluation Entity
Thomas Jammed IAPM!O Uniform Evaluation Gary W. Walker
(602) 269-2268 S—loas LLC- (205) &-A-0160
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10118&2017 1Q'D&W17
1012112017
Approved
Revision 2017
Sorel Roofing I Mordertilefile
Category: Roofing
Subcategory: Roofing Tiles
Complion,ce Method: Evaluation Report from a
Product Evaluation Entity
Thomas Jammett IALPMO uniform Evaluation Gary W. Walker
(602) 269-2268 Services LLC. M5) 854-0160
thom—lemmett6bomi.co
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10MIN7117 10/0&2017 100/417
Approved
Review 2017
So.[ Roofing Mnitirl-litifile
CaboM: Roofing
Subcategory: Roofing Tiles
Compliance Marshod: Evaluation Report from a
Product Evaluation Entity
Th... Jammett IAPNIO uniform Evaluation Gary W. Wake,
(602) 260-2288 Services LLC. mawIlffo
thorrow.jernmett&o.l..
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10118P20117 1010612017
l(Y2112017
Approved
Revision 2D17
Boral Roofing I MmWLffatle
category: Roofing
3ubCd*gM: Roofing TOM
Compliance Mufficid: Evaluation Report from a
Product Evaluation Entity
Thomas J&mrnoft IAFMO Uniftre Evaluation Gary W. Water
02) 2694288 Services LLC. (205) 854-0160
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Flat Profile - Stockton, CA 100QOIB
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search Criteria
Criteria
search Criteria
PA 1.2
F-
FILL1711I
C-dir
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Revision 2017 Scroll R..flg / MonliuLffetil.
Category: Rcurfing
SulaCelialloryt Roofing Tiles
Compliance Method; Evaluation Report from a
Product Evaluation Entity
F1.1171494til Products
1291 Product Model. Number or No-
20 Sway 900 - Shake UMP; Slate
Search Criteria
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
papiel
i/5=18
F1.215076419
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Manufacturer
Thomas Jandrinatt 1APMO Uniform Evaluation
Gary W. Walker 101182017 1010ar2017 lol Approved
Revision 2017
Global Protection Products, LLC.
(602)269-2288 Service. LLC.
(205)85C0160
Category: shut[..
thomanijanurrotbQW.L.
SubColaigmy: Storm Panels
in
Compliance Method: Evaluation Report from a
Florida Registered Archftgd or a Licensed Florida
Professional Engineer
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R.015071I.R5 Products
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Flat Profile - Lathrop, CA
Contract Expiration Date In Outside H Resists prear-re
10/04/2018 NO Yes NIA WA
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20 Gage Galvanibuld Steel Storm Pane1s/HVHZ
Florida Department of Business & Professional Regulation paw 1 of i
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K."999M
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mm Version 1111amurfirictureir contact I Validated By Val Submitted FOCAWMV*l Approved stay.
Revision 2017 ITIV Building components Group Im Stuart Lewis Ice Evaluation Service, LLC William M. Ranieri, RE 09/1W2017 OM7=7 09MMI? Approved
Catagai Structural Compo nts (847)918-6473 (407) 681-1917
SubCatollosir: Truss Plates t4insla&lphruslow.corn
Complionsair Madhod: Evaluation Report from a
Product Evaluation Entity
FL#19994% Fred
Ousilly, A--- Approved for Use A--,d for U, Imarid Dowatift
§29-t Product Model. Nimintser or Ham Product Doscriplilon In HVHIZ outeldle Rniab Preteens
I ITIN SCC/Alpirar Higher Strength (H & 8) Metal connector Plate 12J3112022 Yes Yes N/A N/A
Florida Department of Business & Professional Regulation Pop 1 of I
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FLM97-RS
Cod. Entity or Dow Data Deteprdim Dow
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Revision 2017 MITak Industries, 1- David Wait [CC Evaluation Service, LLC IOC Evaluation Service, 10/19=17 10119=17 11012=017 Approved
Category: Structural Components (314) 851-7480 LLC-
SubCassgM: T- Fishes dmd@.U.- (205) 59"800
Compliance Ilhithod: Evaluation Report from a
Product Evaluation Entity
FL#211974RS Products
Clusiliv Asomincip Approved for Use A--,d for Use Impact Dooloor
AMI Product Model, NumbWor"ame Product Description Compactelarinsticuroaft in HVHZ 011119111LUM Resists Pressure
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R-02197-IRS
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Revil 2017 Mrrok Industries, Inc.
Category: Structural Components
SubCategiory: Truss Plates
Compliance Mothod: Evaluation Report from a
Product Evaluation Entity
FL#21974t$ Products
11111.1
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5 MT20HS
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Entity cr Data Dab Data Pending Data
comas i Vailldiffind By Valid Subtftd FBC A,,-1 A--,d Status
David Wall [CC Evaluation Service, LLC [CC Evaluation Service, 10/1912017 1OM9=17 1012=017 Approved
(314) 951-7480 LLC.
dwerbomil... (205) 509-9M
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Product DDK40dm Contract Expired= Date in HVHZ Outside Rkft P-rs
20 go. high strength in- -.adr plate 01101=3 Yes Yes N/A N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I ofi
1F=18
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Tim Robtrision Witlear A. Tilft J,, P.E. John W. Knesevich, PE
011IM/2017 0aG1/2017 09/11/2017 12/1212017 Approved
Revision 2017
Global Protection Products, LLD.
(954) 689-7545 PE-44167 (954) 772-6224
Calagory: Shutters
flim.robinsonifti,pent.com
Subcategory: Storm Panels
compliance Ithadsock Evaluation Report from a
Florida Registered Architect or a Licensed Florida
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Florida Department of Business & Professional Regulation Page 1 of I
Building Codes and Standards 115=18
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Revision 2017 ITIN Buildling Comporrents Group Im Stuart L-1. Ice Evaluaticin Service, LLC William M. Ranieri, PE 0911912017 091072017 092112D17 Approved
Category: Structural Component. (847) 91 &45473 (407) 8814917
Subcategory: Truss Phi islawlsCallpinetwoom
Compliance Method: Evaluation Report from a
Product Evaluation Entity
Chalfly Assura- Aparoved for Usas Accadved far Use [indoct DIn
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FL#178624U
EMILY Data Do* other PNXUM Dah, R12111
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Tim Robinson Wafter A. THIR Jr., P.E. John W. Knozovich, RE 09A)SI 081312D17 (09111/21Y17 12/1=017 Approved R-M. 2017 All American Shuders and Glen
(95al) 6W7W PE-44167 (954) 772-8224 CatioSM: Shuttles;
tim.robinsonClippentcom SubCodagory: Storm Panels
Complismas Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
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Corrugated Golvankerd Steel Storm Panels retained 12/31/20119 NO Yes Yes N/A I 22gs Itamp; 24gra Grahranized Steel Storm Panels
or not by mocks to provide hurricane protection.
Florida Department of Business & Professional Regulation
Page i of I
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09121/2017 Approved
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(847) 918-6473 (407) 881-1917
Subcategory: Tnew Plates
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compliance Mothod; Evaluation Report frorm a
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FL#19994U
Dodo
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Review 2017 ITW Building Components Group Inc.
catagm: Structural Components
Subcategory! Trials Phallas
Compliance Method: Evaluation Report from a
Product Evaluation Err*
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(561) 712-9882 PE-0046MO (954) 947-MO
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Product Dissimilation Contract expiratlm Data hum outalds Poll proosame
22gs ilismp; Mal Golvantimad Steel Storm Panels 12/31/2018 No Y" year WA
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Building Codes and Standards
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(847) 918-6473 (407) 581-1917
allowiWitalphrull1w.com
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10/22,2017
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Revision 2017 Mrr.k Industries, Inc.
David Won ice Evaluation Service, LLC ice Evaluation Service, 10119=7 10119=17
lar2=17 Approved
Revision 2D17 MITsk Inch, , I-
David Vlart Ice Evaluation Service, LLC ICC Evaluation Service, 10119=7 1DI19=17
1112=17 Approved
Calogrocir: Structural Components
(314) 851-7480 LLC.
Category: Structural Components
(314) $51-7480 LLC-
Category: Structural Components
(314)951.7480 LLC.
SubCatagory: Truss Plates
dwarti%irrill.corrin (205) 5WOW
SialiCalatil Truss Parles
d-rt§.11..M (205) 59"M
SubCologray: T- Flames
chwelillimillcorn (205) 599-NN
Compillaric, Method: Evaluation Report from a
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Rob Baldwin [CC Evaluation Service, LLO Jam" A. Rothman, P.E. 061=017 06=2017 0710312017 Approved
(253) 924-6476 (608) 839-1344
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category; Structural Components
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(263) 924-6476 (608) 839-1344 Cuba": Sbucturad Components (253) 924-8476 (OM8391-i344
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Florida Department of Business & Professional Regulation
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No Yes N/A WA
sen #
Product Model, Number or Name
Product Description Contract E,01.tl.m Dole
in HVHZ
Outside HVH
Resistant
P-.
1
2
0.032" Aluminum 5V Crimp
0.02&quo� Aluminum Gulf Lak
Mm0.032" 5 V Crimp Aluminum Roof Panel 04/12(2024
over 15n2&q..t: Plywood
Min 0.032": Auminum Gulf Lok 168quot: Wide 04112/2024
No
No
yes
Yes
NIA
N/A
NIAI
-108-5pSF
�NIAJ
25
26
29 Ga. GuIfRIb
29 Ga. GulfRib
Search Cribarriat
Roof Pand over 15132&quat; Plywood
-116.0PSF
3
249.. GnIfSn.p
1 squat Gulf Snap 24 Ga. 179cluct. wide Roof Panel 04112/2024
ove 15n2" Pi cod
Yes
Yes
NIA
NW-1131.0PS
27
29 Ga. GuIfRI1b
4
1 &q.ca; 24g.. V.- 1...
1 &�Uod: V-L.. 2y" ..I P-ncl 04112/2024
I5/32&qiu.t: Fil""
Yes
Yes
N/A
N/,V
-138.5PUF
28
29 Go GuIlRI1b
V111L1,Q12&q111; Aluminum
Y-'
Vercal-�c min .032&quorAluminum over 04112(2024
Y.S
Yes
NIA
'N1'V
�&,,Ull�
j8qmt;
5/32&quN: Plywood
-10i-GPSF
5&qu.t; 24g�. n.IfSn.p I 5" Gulf Snap 24ga, 16&qud: Wide Roof 04/1212024 Y., Yea NIA 41W
Panel clie, 15�32&qu ot: Plywood
-1 16-OP8F
7
1.5&qu,A; 249a. V.-L-
1.5&quat VersaLoc min 24ga. 16&quok;,vide Roof 04112(2024
Yea
Yes
NIA
�NlAi
Panel over 15J32" Plywood
-123.5PSF
Cod. Version:
2017
a
1
2&.1ju,A: 24ga. M.g.1-oc
2� G.,Gu 101
Min 24 Ga. 2&cpot; Megal-or 1 6" wide Roof 04MV2024
Panel -or 15132&qua; Plywood
Min 240a. GU� L.k 16&q-t: Wide over 15)32&qu.t: 0411212024
No
No
Yes
Y"
NIA
NIA
'HAAj
-108-5PSF
�NIPJ-96.7PSF
Application Type:
category:
Application Status:
ALL
ALL
ALL
�'I
Plywood
Quality Assurance Entity Contract Expired:
ALL
Florida Department of Business & Professional Regulation
Pao 1 of 1
24 Ga Gu Seam
Min 24 Ga Gul 8-113&qud WidefroofParnii 04112/2024
No
Yes
NIA
-NIJV�93.5PSF
Product Description:
ALL
Building Codes and Standards
115=18
over ix4 Wood P.rlida - 15/32t.Wt; Plywood
Approved for use
outside WHZ:
ALL
11
24 Ga G. If Seem
Min 24 Ga. Cuff Seam, 1 314&qu ot, Snap LocK 0411212024
No
Yes
NIA
-NIAI
Design Pressum;
ALL
1 B&qud; VVIda Roof Panel - 15rZ2&qu.I: Pl�m .. d
-108.5pSF
Data To:
ALL
Product Approval Application Detail
12
26 Ga. 5V Crimp
Min 26 Ga 5V Crimp Roof Panel over 15J32". 04120024
Yes
Yes
NIA
NfAl
13
26 G�. 5V Crimp
Plywood
Mn 26 Ga. 5V Crimp over 15132&quat: Plywood OVIM024
No
Yes
NIA
-im-SPSF
N]AI-131.PSF
FILIP1174410
14
26 Ga, 5V Crimp
Min 26 Ga. 5V Crimp Roof Pand ov" Ix4 Wood 04/12f2024
No
Us
NIA
+NI.V
Nrrms over 16132": Plywood
-156-5PSF
cods
Entltv or
Daft Date Data Pericilm paw
15
26 Ga. Gulf Lok
Min 26 �. Gulf Lok 16&qd. VVido Rodf Parial Q4/12(2024
Yes
Yes
NIA
�NIN
11= version
mmukaw
Contact Engineer & Ll- Voildelad By
Validated Submitted FBC A-1 Alooraved startus
1V32&cxmi: Plywood
-161-OPSF
Revision 2017
Commercial Concrete Products,inc.
RoberiGillis THUY H. HUYNH John Holy
IOM4/2017 1W13121317 10=20117 1211=017 Approved
15
26 Ga. Gu If Lok
Min 26 Ga. Gulf LDk 168.,quot: Wide Roof Panel over 04112t2G24
No
Y.
NIA
NW615POF
Category: Structural Components
(03) 659-3707 PE-60122 (352) $85,5311
15132&quN; Plywood
SubCaalogm: Products Introduced as a Result of
procanstgratofayahoo.com
17
26 Go Gailf!PBR
M n 26 Ga. Gulf PBR Roof Panel over 15132&qua: 04/12QO24
No
Yes
NIA
�NW
NevirTachnolob
Plywood
A54.7PSP
y
Compliance Marfircid: Evaluarton Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL#11774415 Products
Quality Asouss Approved for A -mod for Use Impact Doolon
it" Product Model. Number or Nami Prod= Description Contrast Expiration Dithe in HVHZ Outside H Resists Protestors
I Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Untels 05/25/2(124 No Yes N/A WA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Product Poscriptio
Min 26 Ga+ GulfPBR Roof Panel over 1x4 Wood
Purlins ove, 15132&qut: Plywood
Min 26 Ga. GuIfPBR war 1 5�32" Plywood
Min 26 Ga. GuIfPSR war 1x4Wood Pudins over
15/32" Plywood
Min 26 Ga. GuIfRIb over U4 Wood Purlins over
15JU": Plywood
Min 26 Ga. GuIfRIb over 15/32" Plywood
Min 26 Ga. GulfRlb over l5t32" Plywood
Min 26 Ga. GuIfRIb over Ix4 Wood Purlins
15f32" Plywood
Min 29 Ga. GulfRib over ix4 Wood Purins mw
15/32" Plywood
Min 29 Ga. GuIfRih over 15/32" Plywood
Min 29 Ga. GulfRib over 1x4 Wood Purfins ovu
7/16" O.S.S.
Min 29 Ga. GulfRib over 7/1 G": O.S.B.
FL 9:
11651
Product M-filot.-
ALL
Subcad�gwy:
ALL
Compliance Method:
ALL
Product Model, Number or Name:
ALL
Approved for use In HVHZ:
ALL
Impact Resistant:
ALL
Data From:
ALL
Page2 2
da
W28=1
Quality Assurance
Aporoved for Use
Approved for Us.
Impact
la.sian
Contract Fwiration Date
In HVHZ
Outside HVHZ
Resistant
Pressure
04112f2O24
Yes
Yes
N/A
-NIA/
-151.7PSF
04/1212024
Yes
Yes
N/A
+NIAI
-1541PSF
0411212024
No
Yes
N/A
+NIAI
-151.7PSF
041120024
No
Yes
N/A
-N/Al
-164.2PSF
04112/2024
No
Yes
NIA
+N/A/
-159.2PSF
04/1212024
Yes
Yes
N/A
+N/A/
-159.2PSF
04112f2024
Yes
Yes
N/A
-NIA/
-164+2PSF
04/12/2024
No
Yes
N/A
+NIAI
-123.5PSF
04/12t2O24
No
Yes
N/A
+N/A/
-146.GPSF
0411212024
No
Yes
N/A
+NIA/
-101.OPSF
04112r2O24
No
Yes
N/A
-N/A/
-116.GPSF
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