HomeMy WebLinkAbout35898 Saddle Palm Way(51M.) �
IN m 1/2-4 1/2', 0 0
RECESS
rE
53
301-01
TO GARWALL
31-41
b1.61
91111
RL
MF-
ELEVATION -(-) 1-1/2'FF.
ELEVATION CAN BE NO MORE
THAN 1-1/2' BELOW TOP OF
b EGRE-65 DOOR THRESHOLD.
FIELD VERIFY. 4
- — — — — — — — — — — — — -
NJ 0
3'-10'
121-Al
�� 12'-0-
IIFII
PARTIAL FOUNDATION FLAN - ELEV.
SCALE: 1/4'=I'-O'
53
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201-1-
I'DEEP 2
41-41
A
CONTROL JOINT
Is RE C E56 0 T 6E-Ep- -T
31'-4- 31-4. �1-0 13'-4'
t2/01 01 lo
>
-01 rA
I m , u,
NOTE. F ROVIDE 11/2' DEEP x 13' 0
BEYOND AT EA END ELEVATION 1-1/2' M.
WIDE F ECES5, AND EXTEND V
P' ELEVATION CAN EE NO MORE
THAN 1-1/2' DELM TOP OF
EGRE56 1)
L - - - - - - -- - - - - - - - - -- - - OOR T 6HOLD,
ri --- J-1
FIELD VERIFY,
j- No IN - V 0- 1 %
- - - - - - - - - -
4) 7
11-131 ut-016. 161-01 at-ok 24' 5'-4- 31-101, 41-91
2�'-4' 1'-4 131-41
501-01 -
(D FOUNDATION FLAN
SCALE: I/4'=I'-0'
3'-b'x3'-&' A/C PAD
LOCATION (MR 3' A50VE
FINISHED GIRADE)
I
INDICATES I - 15 VERT. REBAR
IN MASONRY CELL FILLED
SOLID W/ CONCRETE.
VERT, REINF. SHALL BE HMD
INTO BEAM A50VE 4 FTG. BELOW
PROVIDE 2�'MIK LAP WHERE
SPLICED 4 WIRE TOGETHER
5YM5OL5
5UILDM SECTION KEY
(Section No. over Sheet No.)
INTERIOR ELEVATION KEY
(Elev. No. over Sheet No.)
DETAIL KEY
(Detail No. over Sheet No.)
0
UJINDOUJ SCHEDULE KEY
(SEE WINDOW SCHEDULE SHT.
STIRUCTURAL NOTE
0-+
HOSE 5155
FOUNDATION NOTES:
I. 61HE SHEET SN FOR TERMITE PROTECTION
SPECIFICATIONS
2. A FOUNDATION SURVEY SHALL 5E PERPOFZMED
AND A COPY OF THE SURVEY SHALL 5E ON THE
SITE FOR THE 5UILDING INSPECTORS USE. ORALL
PROPERTY MAWER& SHALL 5E EXPOSED AND A
STRING STRECTCHED FROM MAWER TO MARKER
TO VERIFY REQUIRED 6ET15ACK5.
3. THE FOOTING 16 DE61GNED 5,48ED ON 20001=&F
SOIL 5EARING PRE55URE. CONTRACTOR/OLLNER
$HALL VERIFY 501L 5EARING PRESSURE OF THE
PROPOSED 51TE.
NOTE:
5ORACARE TREATED LUM5ER [SAN ALTERNATIVE
TERI'1ITE PROTECTION TO 601L P0160NING
16NANCE OF PLANS FROM THIS DESIGNER'S MCE 614ALL NOT RELIEVE THE BUILDER OF
RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE
BUILDING CODES PRIOR TO COMMENCEMENT OF ANT CONSTRUCTION.
ANY DISCREPANCY OF ERROR IN NOTES, I)MMION5, OR ADHERENCE To APPLICA13LE I5U1LDIWj
CODES SHALL 13E BROUGHT TO Tit ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION 56-M
COMMENCEMENT OF ANY CONSTRUCTION.
ANY REVI51ONS OR CHAa6, NOT RELATED TO THE CORRECTION OF ERROF6 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
DESIGNERS OFFICE, THE DESIGNER SHALL NOT 13E HELD RESPONSIBLE.
FCCIT�JNG SCHEDULE
M<=
SIZE
REINFORCING
or=f-Tw
F1
2'-0' x 2'-0'
(4) 05 EACH WAY
12' DEEP
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(A) 05 EACH UJAY
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......... ......... ............
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.danscoengineen . 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=l 08MPH), 3 SEC. GUST,
EXPOSURE "C" ENCLOSED (INTERNAL
PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
0 2019 LEN NAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WffHOUTWRrrrEN
CONSENT FROM LEN NAR CORPORATION.
0 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
ELEV. A TRUSS LAYOUT
1.01 REVISED
VERSION NO. 1.01 07.31.18
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SHEET TITLE:
FOUNDATION PLAN
SHEET INFORMATION:
JOB NO.: 390079
DATE ISSUED: 01.16.19
DRAWN BY: JH
REVIEWED BY: TH
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ftim
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5YME3CL5
BUILDING SECTION KEY
(Section No. over 51�lset No.)
INTERIOR ELEVATION KEY
(Elev. No, over Sheet No.)
DETAIL KEY
(Detail No. over &)eet No.)
WINDOW SCHEDULE KEY
0 (SEE WINDOW SCHEDULE 6HT.
0— STRUCTURAL NOTE
0—+ H05E 5155
H.5.
MAW
TYPE
ROUGH OPENING
A
256w
38' X b3'
355H
54'x b3'
245H (TEMP)
38' x 51'
b' D IA 6TD. STEEL PIPE
FILLED SOLID W1 CONCRETE
EM5EDED PIPE PROTECTED
W1 CATALYZED POLYUWTqANE
CONC. SLAB, SEE PLAN
CONC, FOOTING, 55EE PL 6 MIL VAPOR 13ARRIER
COMP, SOL, 66EE PL
0 FIFE 5OLLARD DETAIL
SCALE. 1/2'=I'-O'
CL
53
cIrl
5EPROOM 3
12'-O'x 114'
5-ol cLIG, HGT.
--I
A rA -
P5F
ENTRY *EGRE5%
2 1 31-4
14'WIDE
�)— — — __mT Z;�
7
I&'5Q X 36'H CMU
*L4, j- 4 F-4, COLUMN BASE
301-01 201-01
-TO-GiAR. WALL
1100R PIAN
2
LE- 1/4'= -0-
NOTE TO TRUSS COMPANY:
ALIGN TRUSSES TO
ALLOW FOR A.H. TO
BE ALIGNED.
* * * * * I
NOTE: A.H. STAND DIMENSIONS
ALL INTERIOR ANGLE GAS -- 6' W. x 36' W. x 52' L.
WALLS ARE AT 4 DEG, ELEC.: z 24' H. x 36' W. x 52' L.
AREA T,45ULATION
MODEL260(o
LIVING AREA 251(o 5P.
GARAGE 614 5F.
COVERED ENTRY - ELEV. 'A" 51 5F.
WVERED ENTRY - ELEV. '5' 15(0 5R
TOTAL AREA 'A'= 3301 5F. V= 340(o 5F,
WINDOW
5CHEDULE
HEAD HEIGHT
CLEAR OPENING
61-61
33312' WIDE X 2625' HIGH
bl-81
48312' WIDE X 2bZ' HIGH
61-81
1 33312' WIDE X 2025'HIW
CLEAR OPENING 5f
5b� 5F.
8.61 5f.
48 5F.
SILL HEIGHT
r'/A' 1A,
(D FLOOR PLAN
5CALE- I/4'=I'-0'
L.SGOND
I DIMENSION CONVENTION I
& EXTERIOR OPENING DIMENSION
OUTSIDE FACE OF 8"
NOMINAL BLOCK
4" FRAME WALL U.N.O.
FROM OUTSIDE OF BLOCK
VERTICAL REINFORCMENT IN C.M.U. NEAR WALL W1 (I -NO, 5 BAR IN
GROUTED CELL TYPICAL UND.i HOOK INTO TIE BEAM AT TOP 4
F-00 I ING AT BOTTOM.)
FILL CELL TO ONE COURSE A5V PIPE (NO RE5AR)
CMU, SHEAR WALL (BLOCKS BETWEEN FILLED CELL$ ARE NOT
TO BE FILLED UNLE66 514OWN ON THE PLAN)
8'-0' TOP OF MA50NRY
9'- 4' TOP OF MASONRY
5EARIWG WALL 2X STUD5 6 16' OC, W1 1/2' GYP. (UN.O. ON PLAN)
2X STUD W1 1/2' GYP, (UNJO. ON PLAN)
FLOOR f=L.4N Noorrms:
1. SEE PRODUCT APPROVAL SWEETS FOR DOOR AND WINDOW TABLES AND
INSTALLATION INFORMATION.
2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-IINS MUST 13E COMPLETE,
INSPECTED, AND APPROVED BEFORE REQUE5TIlNG THE FRAMING INSPECTION (PER
FEIC 1103).
3. *-DENOTE6 EGRES5 WINDOW
4. GARAGE DOOR $HALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE
MANUFACTURER
5. EXTERIOR WINDOWS 4 DOORS SHALL BE LABELED WITH A PERMANENT LABEL,
MARKING, OR ETCHIN6j PROVIDING TRACEABILITY TO THE MANUFACTURER AND
PRODUCT,
6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWA13LE STIRE65 DESIGN
PFfSSURE5. FOR ULTIMATE DESIGN PRESSURES SHALL 13E PERMITTED TO BE
DIVIDED BY 01o,
I. OPENINGS 13ETUEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID
WOOD DOORS NOT LESS THAN 13/8' IN THICI(NE66, SOLID OR HONEYCOM5-CORE
STEEL DOORS NOT LE55 THAN 13/&' THIM OR 20-MINUTE FIRE -RATED DOORS.
8. DUCTS IN THE GARAGE AND DUCTS PENETRATIWG THE WALLS OR CEILNG6
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIR
NO. 2bGA SHEET STEEL, I- MINIMUM RIGID NONMETALLIC CLA55 0 OR CLA55 I DUCT
BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENIWG5 INTO THE
GARAGE
STRLZTLA4L NOTES
PROVIDE (1) 0 � CONT. IN 8" P.C. LINTEL 4 (1) 0 5 IN &I' rO. BLOCK ABOVE,
FILLED SOLID WITH GROUT.
PROVIDE 8' P.C. LINTEL 4 (1) S IN 8' K.O. BLOCK ABOVE, FILLED SOLID IN
GROIJT
PROVIDE (1) 15 CONT. IN 6" P.C. LINTEL W1 2" RECESS 4 (1) 0 5 IN 8" <O, BLOCK
ABOVE, FILLED SOLID WITH GMT
PROVIDE (1) S IN 13' P.C. LINTEL FILL 50LID W1 GROUT
(3) 2x4 COLUMN W1 4-ed TOENAILS TOP 4 50TTOM
(2) 2x8 5IFF42 HEADER W1 BLOCKING. PROVIDE (1) 2xro JACK STUD 6 EA
END OF HlEADER
ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-ed TOENAILS TOP 4 50TTOM
(2) 2X8 SPM BEAM W1 U5P HTWO * COLUMN 4 USP THD28-2 MAWNRY
HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE
Tlws
(2) 2X8 5FM 13EAM W/ U5P THD28-2 HANCeRf 51DE BEAM,
USING b-I&D 4 6-10D NAILS, AND USP 14TW20 o INTERIOR COLUMN
0� 4X4 P.T. COLUMN ON CMU COLUMN BASE W1 (2) U5P TDL5 OR USP PAU44 9
BASE, PROVIDE MIN. VMEDMENT INTO 5IMP50N SET-XP EPDXY OR EQUIV.
FOR ANCHOR 5OLTS
NOTE-
1. POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4
MNFORCEMENT INFO AS INDICATED A50VE (RIE-FER TO POWER BOX LINTEL CATALOG FOR
mow INFO)
15SUANCE OF PLANS FROM THIS DESIGNER5 OFFICE SHALL NOT RELIEVE THE
BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND
ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY
CONSTRUCCTION.
ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO
APPLICABLE BUILDING CODES SHALL BE BROUGHT TO T14E ATTENTION OF THE
DESIGNERS OFFICE FOR CORRECTION BEFORE CO'MCEMENT OF ANY CONSTWCTICK
ANY REvI5ION5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THA"
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 DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE.
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flo�cla 33572
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 BELIEF, THE STRUCTURAL
OMP
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 VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OF THIS DRAWING ONLY.
0 2019 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 THIS PROJECT. ANY REPRODUCTION
OR UNALFTHOR17ED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
12.12.17
6TH ED. (261_7_)_FBC__
1.00 UPDATES
07.31.18
ELEV. A TRUSS LAYOUT
1.01 REVISED
VERSION NO. 1.01 07.31.18
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SHEET TITLE:
FLOOR PLAN
GENERAL NOTES & INFO
SHEET INFORMATION:
JOB NO.: 390079
DATE ISSUED: 01.16.19
DRAWN BY: JH
REVIEWED BY: TH
2
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SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
§F01�0qF7q
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
___TYPE
L H
ENGTH
8U8
8F8-OB
81`12-08
8F16-0B
8F20-013
8F24-OB
8F28-OB
8F32-013
8F8-1B
81`12-1113
8F16-1B
8F20-1B
8F24-1B
8F28-1 B
8F32-1 B
3'- 6 " (42") PRECAST
2231
3069
3719
5163
6607
8054
9502
10951
3069
4605
6113
7547
8974
10394
11809
4'-0" (48") PRECAST
1966
2561
2751
3820
4890
5961
, 7034
8107
2693
4605
6113
7547
8974
10394
11809
4'- 6 " (54") PRECAST
I izizi
1969
2110
2931
3753
4576
5400
6224
2189
4375
6113
7547 (1
8672
10294
11809
5'-4" (64") PRECAST
1217
1349
1438
1999
2560
3123
3686
4249
1663
3090
5365
7547(.)
7342(19)1
8733(19)
10127(19)
5'- 10" (70") PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
1451
2622
4360
7168(45)
6036(ig)
7181(19)
8328(2o)
6'-6" (78") PRECAST
908
1238
2177
3480
3031
3707
4383
5061
1238
2177
3480
5381
8360
1039�M
8825(14)
7'- 6 " (9 0 ") PRECAST
743
1011
1729
2632
2205
2698 1
3191
3685
1011
1729
2661
3898
5681
8467(44)
6472(15)
9'-4" (112") PRECAST
554
699
1160
1625
2564
3486
2818
3302
752
1245
1843
2564
3486
4705(37)
6390(41
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
362
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
z zi 0
471
755
1075
1428
1838
2316
2883
471
755
1 1075
1428
1838
2316
2883
14'-0" (168") PRECAST
279
424
706
1002
1326
1697
2127
1 2630
442
706
1002
1326
1697
2127
2630
14'-8" (176") PRESTRESSED
N.R.
IR
NR
N R
NR
NR
NR
NR
458
783
1370
1902
2245
2517
2712
15'-4" (184") PRESTRESSED
N.R.
NR
NR
N R
NR
NR
NR
NR
412
710
1250
1733
2058
1 2320
2513
17'-4" (208") PRESTRESSED
N.R.
NR
NR
N R
NR
N R
NR
NR
300
548
1 950
1326
1609
1849
2047
19'-4" (232") PRESTRESSED
N.R.
NR
NR
N R
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
NR
NR
NR
NR
NR
NR
NR
165
315
550
784
1047
1285
1399
24'-0" (288") PRESTRESSED
N.R.
I
NR
NR
NR
NR
NR
NR
NR
r 129
250
i 4
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-UNTELS
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RU6
8RF6-OB
8RF10-OB
8RF14-OB
8RF18-OB
8RF22-OB
8RF26-OB
8RF30-08
8RF6-1B
8RF10-1B
8RF14-18
8RF18-1B
8RF22-1B
8RF26-1B
8RF30-1B
4'-4" (52") PRECAST
1635
1749
3355
3280
4349
5421
6493
7567
1891
3699
5206
6639
8060
9479
1 10893
4'-6" (54") PRECAST
1596
3063
2992
3968
4946
5924
6904
1756
3699
5206
6639
8060
9479
10893
5'-8" (68") PRECAST
OUU
920
1770
1716
2277
2839
3402
3966
1 1167
2481
1 4567
6389
8060(34)1
7917(19)
9311(19)
5-10"(70") PRECAST
810
859
1653
1600
2124
2649
3174
3700
1113
2342
4242
6639(lo)
8060(39)
7402(ig)l
8706(19)
6'-8" (80") PRECAST
797
901
1825
3120
5048
7747
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(ig),
10893
9'-8" (116") PRECAST
411
466
999
1568
2253
3129
4091
3146
526
999
1568
2253
3129
4150
5891(47)
THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40
FIELD ADDED REBAR.
ENGINEER-ING
SPECIFICATIONS
I PRODUCT DESCRIPTION I
SAFE LATERAL LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD
PLF
LENGTH
_TYPE
8U8
81`8
RCMU
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"
(90") 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 1
-8"
(176") PRESTRESSED
N.R.
284
91
15'-
4"
(184") PRESTRESSED
N.R.
259
83
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
33
SAFE LATERAL LOADS FOR
8" PRECAST w/ 2" RECESS DOOR U-LINTELS
SAFE LOAD
PLF
LENGTH
TYPE
8RIJ6
8RF6
RCMU
4'-4"
(52")
PRECAST
758
757
1164
4'-6"
(54")
PRECAST
694
693
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 lintets designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units,
IGENERAL NOTES 7. Cast-in-ptace concrete may be provided in composite [Intel in lieu of
1, Provide full mortar head and bed joints, concrete masonry units.
2, Shore filled lintets as required. 8. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
3, Installation of (intel, must comply with architectural 9. The exterior surface of (Intels installed in exterior concrete masonry walls
and/or structural drawings, shalt have a coating of stucco applied in accordance with ASTM C926
4. U-Linte[s are manufactured with 5-1/2 inch long notches at or other approved coating.
ends to accomodate vertical celt 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. following equation:
6. Bottom field added rebar to be located at the bottom Applied verticat load + AER�o horizontal toad
of Untel, cavity. Safe vertical load Safe horizontal load
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
§�E��09a�
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
TYPE
LENGTH
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-1T
8178-2T
8F12-2T
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
2305
3060
3815
4570
5325
6079
1363
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
3399
3961
4522
1016
1715
2276
2838
3399
3961
4522
5'- 10" (70") PRECAST
909
1567(18)
2080(q
2593
3107(6)
3620 (4)
4133 (3)
929
1567
2080
2593
3107
3620
4133
6'-6" (78") PRECAST
835 (12)
1407(26)
1868(21)
2329(lo)
2790(16)
3251(1
3712(12)
835
1407
1868
2329
2790
3251
3712
7'- 6 " (9 0 ") PRECAST
727 (23)
1065(26)
1624(31)
2025(28)
2426(26)
2827 (25)
3228 (u)
727
1224
1624
2025
2426
2827
3228
9'-4" (112") PRECAST
591
708(25)
1136(34)
1474
1815(34)
2157
2500(34)
591
862
1318
1643
1969
2294
2619
10'-6" (126") PRECAST
530
575(24)
916 (33)
1188(33)
1461(33)
1736
2011
530 ,
695
1180 (8)
1472 (4)
1763 (2)
2055
2346
11'-4" (136") PRECAST
474
504 (23)
800 (32)
1037(,32)
1274(32)
1513(32)
1753(32)1
494
607
1042(lo)
1372 (11)
1643 (8)
1915 (6)
2187 (5)
12'-0" (144") PRECAST
470 (9)
458(23)
724 (31)
938 (32)
1153(32)
1369(32.)
1585(32)
470
550
940(lo)
1302(15)
1560(13)
1818(11)
2075(.1o)
13'-4" (160") PRECAST
418 (15)
386(22)
607 (3o)
785 (3o)
964 (3D)
1143 (31)
1323 (3L)
428
460
780 (9)
1159(21)
1418(2o)
1653(19)
1887(17)
14'-0" (168") PRECAST
384 (15)
358(21)
560 (29)
724 (3o)
889 (3D)
1054 (w)
1220(3o)
410
425
717 (g)
1063 (21)1
1358(23)
1582(22)
1807(21)
14'-8" (176") PRESTRESSED
239
334 (21)
520 (29)
672 (29)
825 (29)
978 (29)
1131(3o)
246
395
663 (9)
980 (2o)
1303(26)
1518 L25)
1734(24)
15'-4" (1184") PRESTRESSED
224
313 (g
486 (2s)
627 (29)
769 (29)1
911 (29)
1054(29)
230
368
616 (9)1
908 (2q)
1240 (2B)
1460(27)
1668(26)
17'-4" (208") PRESTRESSED
187 1
263 (19)
405 (26)
521 (27)
638 (27)
756 (27)_
873 (27)
192
306
506 (8)
740 (19)
1005(27)
1271(31)
1473(31)
19'-4" (232") PRESTRESSED
162
229 (17)
348 (25)
447 (25)
547 (25)
L4�
747 (25)
166
263
429 (a)
623 (1o)
841 (26)
1059(3o)
M
1227(3o)
21'-4" (256") PRESTRESSED
142
204 (16)
307 (23)1
393 (23)
480 23
568 (24)
655 (24)1
142
232
373 (�
537 (i�
—(LI)
72L(��
9 05 (2
1048 (2g)
22'-0" (264") PRESTRESSED
137
197 (15)
295 (22.)
379 (a
462 (23)
5416 23)
630 23
137
223
358 (7)
513 (17)
688 (24)
8 3 8
863 (28)
999 (m)
24'-0" (288") PRESTRESSED
124
179 (14)
267 (21)
342 (21)
416 (21)
492 (21)
567 (22)
124
202
319 �)I
455 (m)
606 (23)
757 (27)
876 (2�
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
4���Mqag
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RF6-1T
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
1 3751
4445
5140
4'-6" (54") PRECAST
867
1604
2272
2939
1 3607
4275
1 4943
867
1604
2272
2939
3607
4275
4943
5'-8" (68") PRECAST
675
1269(16)
1797
2326 (5)
2854(2)
3382
3911
675
1 1269
1797
2326
2854
3382
3911
5'- 10" (70") PRECAST
655
1207(16)
1746(11)1
2259 (7)
2773 (5)l
3286 (3)
2799 (1)
655
1233
1746
2259
2773
3286
2799 1
6'-8" (80") PRECAST
570
929 (w)
1530(22)
1980(19)
2429(16)
2879(15)
3329(14)
570
1 1080
1530
1980
2429
2879
3329
7'- 6 " (9 0 ") PRECAST
506
742(16)
1364(3o)
1765 (M
2166(25)
2567(24)
2968 (n)
506
898
1364
1765
2166
2567
2968
9'-8" (116") PRECAST
395
468(15)
884 (32)
1222(g
1540(34)
1859(34)
2110
395
560
1072
1386
1701
2016
2331
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 22 FOR LOAD TABLES.
0 R
0" U0. 0
7-o-T
.A A'
4
CASTCRETE
8F8-0B/1T
POWERBOX
8x8-0B/1T
0.
UOR
11.1
0", 0
CASTCRETE
8F16-0B/1T
POWERBOX
8x1 6-OB/1T
-'40-
0-
OR
0 0
-A
CASTCRETE
8F16-1B/1T
POWERBOX
8x1 6-1 B/1T
0.
OR
0 0
CASTCRETE
8RF30-1B/1T
POWERBOX
8x3O-1 B/ 1 T
=% OR
_O*
'40-
2�ZE
0 0
F-- - -1
4
-A 4'
0.
CASTCRETE
8RF14-1B/1T
POWERBOX
Bx14-1B/1T
e
0 1
MATERIALS
* Concrete masonry units (CMU) per ASTM C90 with minimum net
f'c 8' precast tintels = 4000 psi
I
area compressive strenght = 1900 psi
f'c 8' prestressed, 6' and 12' precast lintels = 6000 psi
* Rebar per ASTM A615 Grade 60
f'c 4' precast lintels = 3000 psi
0 Prestressing strand per ASTM A416 Grade 270 tow relaxation
Grout per ASTM C476 f'g = 3000 psi w/ maximum
- 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
FSAFE
LOAD TABLE NOTES
I
1,
All, values based on minimum 4 inch nominal, bearing,
8. For composite [Intel heights not shown, use safe load from
Exceptioni Safe loads for unfilled tinte[s must be reduced
next lower height,
by 20 7. if bearing length is less than 6-1/2 inches,
9. For lintel. lengths not shown, use safe toad from
2,
N.R. = Not Rated,
next longest length.
3,
Safe toads are superimposed allowable load.
10, All safe toads in units of pounds per (!near foot.
4,
Safe loads based on Grade 40 or Grade 60 field rebar,
11. All safe loads based on simply supported span.
5,
Additional lateral toad 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 lintel,
Example: 7-6' (Intel Type BF32-ID safe gravity load = 6472 (15)
6,
One #7 rebar may be substituted for two #5 rebars in 8' lintels
only, w/ 15% reduction * 6472 (.85) = 5501 ptf
7,
The designer may evalute concentrated loads from the safe load
tables
by calculating the maximum resisting moment and shear at d-away
from the face of support,
(D (SPAN OVER (SPAN OVER
2 OPENINGS) 2 OPENINGS)
00 �—(2)
8'xl2'xl/2'
0 MINIMUM BEARING
C-) PLATES
0
0
7
0 SHORE
(2-2x4 UULUI
BLOCK SHORE_//Q MINIMUM)
0
101 111
IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 81-0'
AND LESS THAN 15'-0', ON SPANS GREATER THAN 16'-0' PLACE SHORING AT 84'
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 @ +8'-0// A.F,F.
7
(UNLESS NOTED OTHERWISE)
9t-4"_.ft_ 91-4t'
ELEV. "A" ELEV. "A"
C I D C I
00
if
ELEV. "A"
ELEV. 'B"
(T� V1_11111111A
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CD
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ELEV. "A" ONLY
N OTE:
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.
1_1� (D
ELEV. "A" ONLY
N OTE:
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.
WIN
DANSCO
ENGINEERING, LILC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
If. 813.645.9698
www.danscoengineering.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.
0 2D19 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCEDINANY AN ER ITHOUffWRITTEN
CONSENT FROM LENNAR CORPORATION.
0 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 -.REV.IS'ED
-
VERSION NO. 1.0 1 / 07.31.18
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SHEET TITLE:
LINTEL PLAN
SHEET INFORMATION:
JOB NO.: 390079
DATE ISSUED: 01.16.19
DRAWN BY: JH
REVIEWED BY: TH
201
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---------- -
LIS
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(TYP.) (TYP.)
-----------------------
41-01
OFF -RIDGE
VENT
SLOPE 5:12
SLOPE 5:12
NOTE:
FLASHING 5W4L 5E INSTALLED AT WALL AND ROOF
INTERSECTIONS, AT OTTERS, AT ALL CHANGES IN ROOF
SLOPE OR DIRECTICK *0 AROUND ROOF OPENW.
EGRE55 NOTE:
EACHBEDROOM MUST HAVE ONE WINDOW THAT
COMPLIES WITH EGRES6 CODES, IF THERE 16 NO
ACCESS TO EXTERIOR THROUGH A DOOR THE
WINDOW MUST HAVE A MAXIML41 VLL HEIGHT OF
44' MEASURED FROM THE FINISHED FLOOR OF
TWAT PARTICULAR ROOM TO THE W70M OF
THE CLEAR OPENNG%
5HINGLE ROOF PER SPECS.
THICM56 OF TEXTURED FINISH OVER
FRAME APPLICATION TO BE PER
FRC R103.1
F15TUCGO FIN15H
12 12
- - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - /� - - - - - - OFF -RIDGE VENT
_01 SHINGLE ROOF PER 5PEC5.
(TYP.)
11-01
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T. BLOCK ELEV. EQ'
c,
SLOPE 5:12 STUCCO FIN15H
C:� ROOF VENT SCHEDULE C::�
SEE PET. f3/5Nl FOR
VeriN with General Contractor all roof vent WEEP 6CREED INFO
locations, quantities, ancl sizes. Roof vents "ll
be installed for a minimun of vented area as listed L - - - - - - - - - - - - - - - - - - - - - - - oiL F. FLOOR ELEV. 0'-0'
below or equivalent Is�atem per &TH ED. (201)
FRr-, RW(02
Roof vents or I'soffit vent
ark Lor-ation equal 59stem (sq. In.)l (sq. in.) F FLAN
RV I Main 823 523
- Roof ALE; 1/5'4-0'
RIDGE VENT
57UGGO FIN16H
0 FRONT ELEVATION IIE311
6CALE, 1/4'=I'-O'
SEE PET 6/35 " COLUMN
,k F, FLOOR ELEV, 0'-0'
RIDGE VENT
ISSUANCE OF PLANS FROM TH15 DF5130RS OFF]CF 5HALL NOT RELIEVE THE BUILDER OF
RE6PONSIBILRY TO REVIEW AND YERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICA13LE
5UILDIW4 CODES PRIOR TO COMMENCEMENT OF MY CONSTRUCTION.
ANY DISCIREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICA13LE BUILDW-1
CODES WALL BE BROW TO THE ATTENTION OF THE DE5IGNER5 OFFICE FOR CORRECTION BEFORE
COMMENCEMENT OF MY CONSTRUCTION.
ANY IREVISION5 OR CHAW3E6, NOT RELATED TO THE CORRECTION OF ERROR5, THAT ARE MADE
AFTER THE FINAL PLANS HAVE 13EEN COMPLETEDSWALL M SUNIECT TO ADDITIONAL FEES.
F ANY MODIFICATIONS ARE MADE TO THESE PLANS 5Y ANY OTHER PARTY OTHER THAN THE
DE51GNERS OFICE, THE DESIGNERWALL NOT BE HELD IRE51PONS15LE.
SEE SHEET (o FOR V MATERIAL IWO
m
INS
RIDGE VENT
RIDGE VENT
SHINGLE ROOF PER SPECS.
x_/
STUCCO FINISH
SEE DET. 5/6NI FOR
ED INFO
SEE
0'-(o" HEEL HGT. PLAN SEE PLAN FOR 12 12 12
0'-0" 5fPCs� HGT. TRUSSES RIDGE VENT
SHINGLE ROOF PER SPECS.
TRUSSES PER PLANS
r 72
2x FRAMING AS REQ,
2x4 OYP)
SEE PLANS FOR BEAM 51ZE
(2) 2x4 FRAMING
STUCCO FIN15H OVER
MTL. LATHE 4 146' 055
5HEATI41% 4 F'RAMING
AS REQUIREE)
SEE PLANS FOR POST SIZE
P05T TO CMIJ CMECTOR SEE ��AN
REFER TO PLANS
2x4 SILL FRAMIWj
Ix4 (TYP.) TIT
2xb (TYR)
STUCCO FINISH
I
SEE FOUNDATION PLANS —
FOR FOOTER SIZE
0'-0" FIN. FLfR.
GCLU�IN IDETAIL
(D 15JILDING; 6ECTION
SCALE. 1/8'4-0'
m
STUCCO FIN15H
SEE PET ' 5/5NI FOR
UJEEP 5CREED INFO
01
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on
I T. BEAM ELEV. 841 Ah
SEE PET 6/3B FOR COLUMN
F. FLOOR ELEV. 04'11�
11�
156UANCE OF PLANS FROM TH15 DESIGNERS OFFICE SHALL NOT RELIEVE THE
BUILDER OF RE6PON5I5ILITY TO REVIEW AND VERFY ALL NOTES, DIMENSIONS, AND
ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTION.
ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO
APPLICABLE BUILDING CODE5 SHALL BE BROUGHT TO THE ATTENTION OF THE
DE51GNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION.
ANY IREV16IONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THA"
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 DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE PELD RESPONSIBLE
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flodda 33572
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 BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
MPH (Vosd=1 08MPH), 3 SEC. GUST,
XPOSURE "C" ENCLOSED (INTERNAL
RESSURE 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 WRITTEN
CCNSENT FROM LEN NAR CORPORATION.
0 2D19-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. (YuFFEc-
1.00 UPDATES
07.31.18
ELEV. A TRUSS LAYOUT
1.01 REVISED
VERSION NO. 1.01 07.31.18
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SHEET TITLE:
ELEVATION "B" EXTERIOR
ELEVATIONS & ROOF PLAN
SHEET INFORMATION:
JOB NO.: 390079
DATE ISSUED: 01.16.19
DRAWN BY: JH
REVIEWED BY: TH
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Typical 150-200 Amp Electrical Riser Diagram
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
ELECTF,1C,4L <E��
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX OUTLET
GROW FAULT INTERRUPTER DUPLEX OUTLET
WALF-SWITCHEI) DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$ WALL SWITCH
13 TWIREE-WAY SWITCH
14 FOUR-WAY SWITCH
IR RHEOSTAT SWITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
,Q,
RECESSED INCANDESCENT LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLOURESCENT LIGHT FIXTURE
EXHAUST FAN
Q, EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPER4TOR (OPTIONAL)
CHIMES (OPTIONAL)
ED PU56HBUTTON SWITCH (OPTIONAL)
(@ SMOKE DETECTOR (SHALL 13E INTERCOI*CTED)
(0 6MOKE/CARBON MONOXIDE DETECTOR COMBINATION
I< TELEPHONE (OPTIONAL)
If
TELEVISION (OPTIONAL)
POWER CO. FEED----___.
THERMOSTAT
ELECTRIC METER
.... ........ .... ...............
4 Bare Cu Ground
-MEL
ELECTRIC PANEL
..........
KX39 CONCOUI;r5E BOX
Footer STEEL
Groundrod tied to footer steel
OR
4 Bare attached to footer steel
ISSUANCE OF PLANS FROM TH15 DESIGNEFro OFFICE SHALL NOT RELIEVE THE BUILDER OF
RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICA13LE
BUILDING CODE5 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING
CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE
COMMENCEMENT OF ANY CONSTRUCTION.
ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE
AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES.
F ANY MODIFICATION6 ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE
DE51GNEI;r5 OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE.
ELEC.
METER
FARTiAL ELECTRICAL PLAN = ELEVATION 11511
5CALE: 114'=I'-O'
DISCONNECT SWITCH
SPEAKER (OPTIONAL)
<11 1>
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1
ROUGH-N FOR OFT. CEILING FAN
NOTES:
1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTER5 (GFI)
AS INDICATED ON PLANS,
2. LNLE65 OTHERW16E INDICATED, INSTALL SWITCHES 4 RECEPTACLES AT
THE FOLLI00% WEIGHTS ABOVE FIN16H FLOOR
5WITCWES-42'
OUTLETS-14'
TELEPHONE-14'
TELEVISION-14'
3. ALL SMOKE DETECTORS, SHALL 13E HARDWIR!ED INTO
AN ELECTRICAL POWER 5OURCE AND SHALL BE E9JIPPEI)
WITH A MONITOFED BATTERY BACKUP. PROVIDE AND INSTALL
LOCALLY CERTIFIED SMOKE DEXCTOI;5. SMOKE DETECTORS,
SHALL BE LABELED IN ACCORDANCE WIT14 UL 21`1 AT TIME OF
FINAL INSPECTION.
4. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON A
A.F.C.I. PROTECTED CIRCUIT,
5. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN To
INSURE THAT ALL ELECTRICAL WOW 15 IN RILL COMPLIANCE WITH 2014
REL., &TI4 ED. (2011) FBC, AND ALL APPLICABLE LOCAL STANDARDS,
CODES, AND ORDINANCES.
b. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 2014 NEC.
ELECTRICAL SPECIFICATION NOTES.
ELECTRICAL C04TRACTOR = VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE OF FIXTURE TO 13E USED.
LIGHT FIXTURE6 SHOWN ARE FOR LOCATION PURP06ES.
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DANSCO
ENGINEERING, LLC
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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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 DPAWINGONLY.
0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WTHOUr WRITTEN
CONSENT FROM LENNAR CORPORATION.
(9) 2D I 9-TH ESE DRAWINGS AN D DESIGNS ARE THE
JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
THE CUENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
12.12.17
6TH ED. (2 17) FBC
1.00 UPDATES
07.31.18
ELEV. A TRUSS LAYOUT
1.01 REVISED
VERSION NO. 1.01 / 07.31.18
SHEET TITLE:
ELECTRICAL PLAN
SHEET INFORMATION:
JOB NO.: 390079
DATE ISSUED: 01.16.19
DRAWN BY: JH
REVIEWED BY: TH
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'Double connectors to be placed diagonally to each Gt.her.,
"Do not drive nails thfough the truss plate on the opposite side of the truss which could force the plate
off the truss..
ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF
RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE
BUILDIING CODE6 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
ANY 015CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHEI;ZENCE TO APPLICABLE BUILDIWS
CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE
COMMENCEMENT OF ANY CONSTRUCTION,
ANY REV15IONS OR C14AWSE5, NOT RELATED TO THE CORIeCTION OF ERROR5 T14AT AIRE MADE
AFTER THE FINAL PLANS HAVE BEEN COMPLETED 5WALL BE SUBJECT TO ADDITIONAL FEES.
IF ANY MODIFICATION$ ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE
DESIGNERS OFFICE, THE DE51GNER $HALL NOT BE HELD RESPONSIBLE.
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TRU55 FRAMING NOTE5
ALL CONNECTIONS PER U5P CATALOG (LATEST EDITION).
CONTACT ENGINEER FOR ALTEFNATE CONNECTIONS
2. �PRE-ENGINEERED WOOD TRUSSES SPACED 6 24'O/C
TYPICAL, UNLE55 NOTED OTHEW15E
SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF
INFORMATION.
4 TRU65 TO TRU56 ATTACHMENT PER TRUSS MANUFACTURER
UPLIFT VALUES SHOWN ARE CALCULATED EASED ON
CONSERVATIVE APPROACH AND CAN 5E DIFFERENT FROM
TRU55 MANUFACTURER'S VALUES
" 1� IF THE CONTRACTOR, TRU66 MANUFACTURER, OR OTHER DESIGN
U5P RT16A 0 EA TRU56 PROFESSIONALS REV15E THE SHOWN INFORMATION, IDAN6CO
0 BEAM (TYP) ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION
DOCUMENTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO
COMMENCEMENT C7 THE PROJECT.
.. . .. . . . . .. .
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flo�cla 33572
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 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 S EALED 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.
@2DI 9-THESE DRAWINGS AND DESIGNS ARETHE
JOINT PROPERTY OF DANSCO ENGINEERING, LUC 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
i —
VERSION NO. 1.01 07.31.18
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SHEET TITLE:
ROOF FRAMING PLAN
ELEVATION "B"
SHEET INFORMATION:
JOB NO.: 390079
DATE ISSUED: 01.16.19
DRAWN BY: JH
REVIEWED BY: TH
5B
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SPEC, I FIGATI ONS
1. CONSTRUCTION
1. 1. 1. AGI 510-14 BUILDING CODE REOUIREMENT5 FOP, STRUGTURAL GONGRETE
1. 1.2. ASGE5/AGl 530-13, TM5 402-16 4 ASGE(blAGI 550.1-13, TM5 (902-Irb
SPEGIFIGATIONS FOR MASONRY STRUCTURES.
1.1.3. A5TM G210-12c, G476-10, AND CAO-14 SPEGIFIGATION5 FOR MASONRY STRUCTURES
1. 1.4. NATIONAL DE51ON 5PEGIFIGATIONS (NDS) FOR V400D GON5TRUGTION, 2015 EDITION, AND ALL
AGGOMPAN'T'IN6 SUPPLEMENTS.
1.1.5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FE3G), bth EDITION (201-7)
1. 1.6. "MANUAL OF STEEL GON5TRUGTION, ALLONABLE 5TRE55 DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (A15C,)
1.1. -7. "DESIGN SPEGIFIGAT10N FOR LIGHT METAL PLATE GONNEGTEP HOOP TRUSSES" E3'1' THE
TRU55 PLATE INSTITUTE TPI 1-14.
1.2. DESI -ON :
1.2.1. AGI 3lb-14 BUILDING CODE REGUIREMENT5 FOR STRUCTURAL CONCRETE
1.2.2. A5CE5/AGI 550-13, TM5 402-Ir? * ASGEWAGI 550.1-15, TM5 602-Irb
5FEGIFIGATION5 FOR MASONRY STRUCTURES.
1.2.5. A5TM G2-70-120, G416-10, AND Gc`10-14 5PEGIFIGATION5 FOR MASONP,"r 5TRUGTURE5
1.2.4. NATIONAL DE51ON SPEGIFIGATION5 (NOS) FOR HOOD GON5TRUGTION, 2015 EDITION, AND ALL
AGGOMPANYIN6 SUPPLEMENTS.
L2.5. PLYNOOD OE516N SPECIFICATIONS (APA)
1. 2. ro, FLORIDA RE51DENTIAL CODE (FRG), FLORIDA BUILDING CODE (FE3G), bth EDITION (201-7)
SHOP DRANINOS :
1.5.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP PRANIN65 NITHOUT NRITTEN APPROVAL FROM
THE EN51NEER OF RECORD.
1.3.2. ALL SHOP DRANINOS, ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE GOMMENGEMENT OF CONSTRUCTION.
1.3.3. ALL ROOF AND FLOOR TRUSS SHOP PP-ANINC75 ARE TO BE 51ONED AND SEALED BY A FLA.
PEG. PE. AND SHALL INCLUDE : DRANIN65 AND GALGULATIONS, REACTIONS AND BEARINO
POINTS, BRACING REGUIREMENT5, AND GONNEGTlON5 TO SUPPORTING TRU55 MEMBERS.
2. DESION LOADS
THIS STRUGTURE HAS BEEN DESIGNED IN AGGORPANGE NITH THE 6th ED. (201-7) FLORIDA
BUILDING CODE, RESIDENTIAL
BUILDING CATEGORY: 11
2. 1. DEAD LOADS
ROOF
TILE (TC,=I5P5F, E3G=IOPSF) 25P5F
ASPHALT SHINGLE (TG=-1P5F, E3G=IOPSF) I_7P5F
METAL (TC,=IOPSF, E3G=IOP5F) 20P5F
FLOOR
TILE (CERAMIC, 1/2" MORTAR BED) 25P5F
CARPET OF, HOOD 15P5F
2. 2. LIVE LOADS I
ROOF
20PSF
FLOOR
ONE- AND TNO-FAMILY DVJELLIN55
UNINHABITABLE ATTIC, NO STORAGE
IOPSF
UNINHABITABLE ATTIC, LIMITED STORAGE
20P5F
HABITABLE ATTICS, SLEEPING AREAS
5OP5F
OTHER
4OP5F
EXTERIOR DEG<5
SAME AS OCGUPANGY SERVED
RAILIN5 - NONGONGURRENT
50PLF OR 200LB
LIVE LOAD REDUGTION5
PER CODE
2. 5. ROOF SNON LOAD DATA:
GROUND SNON LOAD, Pq N/A
2. 4. HIND LOADS :
BASIC, HIND SPEED, V (5-SEG. GUST) 140MPH (Vci5d=IO5MPH)
V41NO EXPOSURE G
INTERNAL PRE55URE GOEFFIGIENT +/-0.10
G$G IDE51ON PRESSURE SEE PLAN
NINO BORNE DEBRIS PROTECTION SHUTTERAMPAGT OLA55
2. 5. 5E I 5M I C, DES I ON DATA:
SEISMIC IMPORTANCE FACTOR, 1.
1.0
5E15MIG RISK GATEOOR"r
11
MAPPED SPA, 55,51
N/A
51TE CLASS
A
DE51ON SRG, SOS, 5DI
N/A
SEISMIC, DE51ON GATEOORY
N/A
BASIC 5FR5
MASONRY NALL5
DES16N BASE SHEAR, (UNFAGTORED)
N/A
SEISMIC, RESPONSE GOEFFIGIENT, G5
N/A
RESPONSE MODIFICATION FACTOR, R
N/A
ANALY515 PROCEDURE
ELF
2. (q. FLOOD DE516N DATA:
DATUM NAVObb
FLOOD ZONE .1X11
BASE FLOOD ELEVATION: N/A
LONE5T PROPOSED FLOOR ELEVATIONS N/A
5. DEFLECTIONS:
LIVE LOAD J-13650
TOTAL LOAD L/240
4. MATERIALS
4.1. REINFORGINO STEEL
4. 1. 1. REINFORCING STEEL SHALL BE A5TM Ab15/A&I5M-Ocf GRADE 40, f'y = 40 Krl
4. 1.2. LAP SPLICE SHALL BE AS FOLLONS: #5 BAR 25", #4 BAR 20", #5 BAR 15".
4. 1.5. ALL PIMEN51ON5 PERTAINING TO THE LOCATION OF REINFORGINO ARE TO THE GENTERLINE OF
EAGH BAR EXCEPT HHERE THE GOVER DIMENSION 15 SHONN TO THE FAGE OF THE CONCRETE.
4. 1.4. REINFORCING DETAIL DIMEN51ON5 ARE OUT TO OUT OF EARS.
4. 1.5. REINFORCING MEGHANIGAL GOUPLER5 ARE TO DEVELOP 125 % OF THE REGU1RED
YIELD 5TRENOTH OF THE BAR ANP ARE TO BE APPROVED BY THE EN51NEER OF RECORD.
4. 1. (b. DESIGN COVER REGUIREMENT5 :
G-I-P GONGRETE FORMED AGAINST EARTH 51,
G-I-P CONCRETE EXPOSED TO EXTERIOR 2"
G-1-P CONCRETE NOT EXPOSED V2
GROUT FILLED MASONRY : 3/4
4.1.7. HELPED HIRE FABRIC (NNF): AIO&4/AIO(94M-Ibci
4. 1. b. DETAIL REINFORCEMENT IN AGGORDANGE HITH AGI 515-LATE5T EDITION.
4. 2. CONCRETE :
MODULES OF
4.2.1.
GONGRETE TYPE
MIN. 25 DAY
DE51ON (f'r-)
ELA5TIGIT'T`
DE51ON (E)
G-I-P CONCRETE (NORMAL HEIGHT)
2,500 P51
2,e)50 K5i
G-I-P CONCRETE (NORMAL HEIGHT) HERNANDO CO. ONLY
5,000 P51
5,122 K51
G-I-P GROUT
5,000 p5i
5,122 K5i
4. 2. 2�
CONCRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE CONCRETE MIX NITH SLUMP
BETNEEN 6" AND T" AT TIME OF PLACEMENT. SEE 5PEGIFIGATIONS FOP, ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL GON51ST OF PEA POCK (515" MAXIMUM AGGREGATE) GONGRETE MIX
NITH SLUMP BETNEEN b" AND 10" AT TIME OF PLACEMENT. SEE 5PEGIFIGATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS V41LL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLAGEMENT AND GURINO SHALL BE GONDUCITED IN
AGGORDANGE NITH THE SPEGIFIGATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXGLUPING EXTERIOR NALKKAY5 � DRIVENAYS)
3 1/2" MIN, THIGKNE55 I,,V MIN. REINFORGEMENT OF 6.0 x (9.0 NI 1.4 x 1.4 NNF
IN TOP OF 1-1/2" OF SLAB. FIBER MESH PEP, DESIGN MIX MAY BE USED I.L.O. NNF @
GONTRACTOR5 DISCRETION.
4.2.-7.
CONCRETE PLAGEMENT PRACTIGE5 SHALL BE IN AGGORDANGE NI ALL
AGI- MGP 201-7 STANDARDS.
4.3. GONGRETE MASONRY
4� 3. 1.
FILLED CELLS N/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD 13EARINO CONCRETE MA50NRY BLOGK SHALL BE A5TM CAO-14, TYPE 11
NON -MOISTURE CONTROLLED.
4. 5. 5.
ALL GELLS � CAVITIES BELCH GRAPE HILL BE FILLED N1 GONGRETE IN ALL STEM NALLS
4.3.4.
THE A66RE6ATE STRENGTH OF THE BLOCK AND MORTAR SHALL 13E F'm = 2,000 PSI MINIMUM
4.5.5.
METHOD OF GONGRETE MASONRY PLAGEMENT AND GON5TRUGTION SHALL BE
GONPUGTEP IN ACCORDANCE NITH THE 5PEGIFIGATION5 AS STATED.
4.3.6.
MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GON5TRUCTION.
4.3.-7.
MA5ONRT' ROUGH OPENING MAY VART' IN THE GROSS 5EGTION DIMENSION OR ELEVATION
DIMEN51ON 5PEGIFIEP ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SECTION R6063.1.1
4.4. STRUGTURAL LUMBER :_
4.4.1.1.
INTERIOR LOAD BEARINO KALL5 SPF STUD OR BETTER, fb = (9-75 PSI, E = 1200 Kqi
ALL EXTERIOR FRAMING 5PF #2 OF, BETTER, fb = b-75 PSI, E = 1,40OKSI
4.4.1.2.
ALL FRAME KALLS TO BE GONSTRUGTEP USING 5PF,
STUD GUALITY OR BETTER, UNLE55 NOTED OTHER145E
4.4.2.
ALL PLYNOOP USED FOR EXTERIOR APPLICATIONS
SHALL BE APA RATED SHEATHING EXP I U.N.O.
4.4.5.
ALL PLYV400D USED FOR INTERIOR APPLICATIONS SUGH AS SUB FLOORING AND
SHEAR HALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.o.
4.4.4.
IF 05B E30ARD 15 TO BE USED IN PLACE OF PLYHOOP 15 TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
GONTAGT HITH GONGRETE 15 TO REGEIVE A STANDARD GRAPE PRE55URE TREATING.
4. 4. rb.
NHEN PRE ENGINEERED TRU55ES ARE GALLED FOR ON THE PLANS THE
MANUFAGTURER 15 TO SUBMIT SHOP PRANIN65 TO THE EN61NEER OF RECORD.
4.4.1.
DESIGN, FABRICATE AND ERECT HOOD TRU55ES IN AGGORDANGE V41TH THE "DESIGN
5PEGIFIGATION FOR LIGHT METAL PLATE GONNEGTEP HOOD TRUSSES" E3"r THE
ANSI/TPI 1-14, BC51 2013
4.4-5.
UNTREATED V400D SHALL NOT BE IN DIREGT GONTAGT HITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS HITHOUT NOODEN TOP PLATES.
4. 4. Gi.
ALL EXTERIOR FRAME HALLS SHALL BE 5TUGGO FIN15H AND SHALL BE APPLIED IN STRICT
AGGORDANGE NITH THE FRO SECTION R-705.7.2 AND NITH ASTM Gr12(b INCLUDING THE
REFERENCE IN A5TM Gc`126 5EGTION b TO SECTION XI.4.2 OF THE APPENDIX - -7/5" TOTAL
THIGKNE55 APPLIED IN THREE LAYERS (510" - 318�" - Ilb") OVER METAL LATH OVER HATER
RES15TIVE BARRIER. THE HATER P-ES15TIVE BARRIER SHALL INCLUDE A HATER-RE515TIVE
VAFOR-PERMEABLE BARRIER V41TH A PERFORMANCE AT LEAST EGUIVALENT TO THO
LAYERS OF GRAPE P PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED
INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A 5EPARATE GONTINUOUS PLANE AND
SHALL BE ATTACHED DIREGTLY TO THE SHEATHING OVER FLASHING INSTALLED IN
AGGORPANGE V41TH THE APPLICABLE BUILDIN5 CODE AND MANUFAGTURER'5
SPECIFICATIONS. GURINO TIME FOR 5-GOAT STUCCO, EACH GOAT SHALL BE KEPT IN A M015T
CONDITION FOR AT LEAST 4b HOURS PRIOR TO THE APPLIGATION OF THE NEXT COAT. THE
2ND COAT SHALL NOT BE APPLIED SOONER THAN 4& HR5 AFTER APPLICATION OF THE 15T
GOAT. THE FINISH COAT SHALL NOT BE APPLIED 50ONER THAN -7 DAYS AFTER THE
AFFLIGATION OF THE 2NO GOAT. UNLESS APPLICATIONS INSTALLED IN ACCORDANCE NITH
A5TM G(q2b INGLUDINO THE REFERENCE IN A5TM Gc12rb 5EGTION & TO SECTION XI.4.2 OF THE
APPENDIX
4.4.1c.
INSTALLATION OF EXTERIOR LATHING $ FRAMING SHALL COMPLY TO A5TM C, 1063
PER FLORIDA RESIDENTIAL CODE R-105.1.1
4.4.11.
FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF FRE5ERVATIVELY TREATED HOOD
SHALL BE TREATED IN THE FIELD IN AGGORDANGE NITH ANPA M 4
4.5. FASTENERS AND TIE DOV4NS :
4.5. 1.
FASTENERS AND TIE DONNS SHALL GON51ST OF BUT ARE NOT LIMITED TO
SHAPES, ANGLES, CHANNELS : A5TM A56156M Ob Fy = 56 K51
ROUND METAL FIFE : ASTM A55/A53M-12, GRAPE B Fy = 35 <51
50UARE METAL TUBING A5TM A500-13, GRADE B Fy = 4(qKs1
H15H STRENGTH E30LTS A5TM A525-14
MACHINE BOLTS : GALVANIZED ASTM AE30-7-12
4.5.2.
SHEET METAL AGGE55ORIES SHALL CONFORM TO : Fy = E3E3<5iHITH OqO
GALVANIZED GOATIN5 IN AGGORDANGE NlTH A5TM A525-q5.
4.5.5.
NAILS SHALL GON51ST OF : GOMMON HIRE NAILS V41TH MINIMUM DIAMETER AS
FOLLOV45 i bd = 0.151", Od = 0.14b", l2d = 0.14b", I&d = 0.162'.
4.5.4-
ALL FASTENERS AND TIE DONN5 EMBEDDED IN GONGRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE GOATINO BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE PONNS ARE TO PROVIDE THE UPLIFT GAPAGITY GALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DONN5, BEAM HANGERS, -JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE NITH THE PLANS AND SPECIFICATIONS.
4.5.7.
GONGRETE EMBEDDED J BOLTS USED FOR UPLIFT ARE TO BE NET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN AGGORDANGE
NITH THE DESIGN PLANS, U.N.O. ALTERNATES TO ",J" BOLTS ARE NOTED ON PLANS.
4.5.0.
CONCRETE EMBEDDED TIE DONN5 USED FOR TRUSS AND NALL UPLIFT ARE TO BE
PLAGED AROUND EMBEDDED REINFORGINO PRIOR TO OR NHILE PLAGINO GROUT.
4. 5. cl.
P05T-IN5TALLED ANCHORS INTO CONCRETE
I . P05T-INSTALLED ANGHOR5 SHALL ONLY BE USED NHERE SPEGIFIEP ON THE
GON5TRUGTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM DANSGO
ENGINEERING, LLG PRIOR TO INSTALLING f-05T-IN5TALLEE) ANCHORS IN FLAGE OF
MISSING OR MISPLACED GAST-IN-FLAGE ANCHORS.
2. GARE SHALL BE TAKEN IN PLAGINO P05T-INSTALLED ANCHORS TO AVOID CONFLICTS
NITH EXISTING REBAR.
5. HOLES SHALL BE DRILLED AND GLEANED IN ACCORDANCE NITH THE MANUFACTURER'S
PRINTED INSTRUGTION5 (MPII).
4. SUBSTITUTION REGUE5TS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELON SHALL BE
SUBMITTED BY THE CONTRACTOR TO PE ALONG NITH GALGULATION5 THAT ARE
PREPARED $ SEALED BY A REGISTERED PROFE55IONAL ENGINEER. THE CALCULATIONS
SHALL DEMONSTRATE THAT THE 5UB5TITUTED PROPUGT 15 CAPABLE OF AGHIEVINO
EGUIVALENT PERFORMANCE (MINIMUM) VALUES OF THE 5PEGIFIED PRODUCT USING THE
APPROPRIATE DESIGN PROCEDURE AND/OR STANPARD(S) AS REGUIRED BY THE FLORIDA
BUILDING GOPE.
5. PROVIDE PERIODIC, 5PEGIAL INSPECTION FOR THRESHOLD BUILDINGS FOR ALL APHE51VE
AND MEGHANIGAL ANCHORS PER THE FROPUCT'5 FLORIDA PRODUCT APPROVAL.
ro. GONTAGT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL 'TRAINING AND
INSTALLATION OF ANGHOR5 AND FOR PROOUGT RELATED GUESTION5 AND AVAILABILITY.
GALL SIMF50N STRON5-TIE AT 6500) CiqC`l-5OC1C1. GALL HILTI AT (&(06) 445-&52-7.
-7. MEGHAN1GAL ANGHOR5 SHALL HAVE BEEN OUALIFIEP FOR USE IN AGGORDANGE NITH AGI
555.2 AND IGG-E5 AGIC13 FOR GRAGKEP AND UNGRAGKEO GONGRETE REC,06NITION.
FRE-APPROVED MECHANICAL ANGHOR5 INCLUDE:
A) SGREN: 5IMP50N 5TRON6-TIE "TITEN-HO" OR HILTI "KNIK HU5-EZ`
B) EXPAN51ON: SIMPSON 5TRONO-TIE "5TRON&-BOLT 2" OR HILTI "KHIK E30LT TZ"
APHE51VE ANCHORS SHALL HAVE BEEN GUALIFIED FOP, USE IN AGGOROANGE NITH ACI
555.4 AND IGG-ES AG505 FOP, CRACKED AND UNGRAC,KEP GONGRETE REGOONITION.
ADHE51VE ANGHOR5 SHALL BE INSTALLED IN GONGRETE HAVING A MINIMUM AGE OF 21
DAYS PER AGI 50-14 0.2.2. HOLES SHALL BE PRY AT THE TIME OF INSTALLATION.
ADHESIVES SHALL HAVE MAX. IN-5ERVIGE 5HORT-TERM TEMPERATURE OF 150-F, AND
MAX. IN-SERVIGE LON5-TERM TEMPERATURE OF 110*F (AGI 515 OA.2.10. FRE-AFFROVED
ADHESIVE ANGHORS INGLUDE:
A) EPDXY: 5IMP50N 5TRONO-TIE 'SET-XP" OR HILTI "HIT -RE 500-5D"
B) FAST GURE: SIMP50N STRON5-TIE "AT-XF` OR HILTI "HIT-HY 200"
4.5. 10.
POST -INSTALLED ANCHORS INTO MASONRY
1. MEGHANIGAL ANCHORS INSTALLED IN 5OLIP-0ROUTEF,> CONCRETE MA50NRY SHALL HAVE
BEEN GUALIFIED FOP, USE IN ACCORDANCE HITH IGG-E5 AGOI OR AGIO6.
PRE -APPROVED MEGHANIGAL ANGHOR5 INCLUDE:
A) 5GREN: SIMPSON STRONO-TIE "TITEN-HD" OR HILTI '<Nl< HU5-EZ"
B) EXPAN51ON: SIMPSON 5TRONO-TIE "STRON&-f3OLT 2", "NEDOE-ALL" OR HILTI
"KNI< E30LT 3"
2. ADHESIVE ANCHORS INSTALLED IN SOLID-OROUTED GONGRETE MASONRY SHALL HAVE
BEEN GUALIFIED FOR USE IN ACCORDANCE NITH IGG-ES AG55. PRE -APPROVED
ADHESIVE ANCHORS INCLUDE:
A) EPDXY: SIMPSON 5TRONO-TIE 'SET-XP"
B) FAST GURE: SIMPSON STRON&-TIE `AT-XP" OR HILTI "HIT-HY -70"
5. ADHESIVE ANGHOR5 INSTALLED IN HOLLON GONGRETE MASONRY $ UNREINFORGED CLAY
BRICK MA50NRY SHALL HAVE BEEN GUALIFiEP FOR USE IN ACCORDANCE V41TH IGG-E5
AG5b OR AG&O, RESPECTIVELY. PRE-AFPROVEO APHE51VE ANGHOR5 INGLUDE:
A) SIMP50N STRONO-TIE "SET" OR HILTI "HIT-HY -70"
4. THE APPROPRIATE 5GREEN TUBE SHALL BE USED FOR ALL ADHE51VE ANGHOR5
INSTALLED IN HOLLON GONGRETE MASONRY OR UNREINFORGED CLAY BRIG< MA50NRY
AS REOUIRED BY THE ADHE51VE MANUFAGTURER.
4. 6. MICRO -LAM LUMBER:
4.6.1.
MIGRO-LAM 5TRES5 5RADE5 SHALL PROVIDE THE FOLLONINO MINIMUM PROPERTIES:
E 2,000,000 PSI
Flb 2,c450 PSI
Ft I,E550 PSI
Fc 500 PSI (PERPENDIGULAR)
Fc, 2,100 (PARALLEL)
4.1. STEEL:
Fv 2b5 P51
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENGED, OUALIFIED
STEEL EREGTOR.
4.1.2.
FABRICATE AND EREGT ALL STRUCTURAL STEEL IN AGGORDANGE NITH A,1.5.G.
"SPEGIFIGATION FOR THE DESIGN, FABRICATION, AND EREGTION OF STRUCTURAL
13TEEL FOR BUILDIN55".
4� -7. 5.
STRUCTURAL STEEL: ASTM A56/56M 08?.
4.1. 4.
STEEL TUBING: A5TM A500-10, GRAPE B.
4.7.5.
HELPED CONNECTlON5: E-70XX ELECTRODES, MINIMUM SIZE FILLET HELPS 3/1611, AN5
GERTIFIED HELPERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REOUEST.
4.7.6.
NHERE STEEL BEAMS ARE GONTINUOU5 OVER COLUMNS, PROVIDE I,-FF3 51-IFFENER
PLATES ON EACH 51DE OF THE 1,,JEE3, OF A THIGKNES5 EGUAL TO BEAM FLANGE
THIG<NESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.1-7.
THE STEEL FRAME 15 "NON-5ELF SUPPORTING". ADEGUATE TEMPORAR'T'15UPPORT
SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REGUIRED GONNEGTIONS OR
ELEMENTS ARE IN PLACE.
4. b. 50 1 L:
4. `�. 1. THE FOOTING 15 DESIGNED BASE ON 2000 P5F 501L BEARINO PRESSURE.
GONTRAGTOR/ONNER SHALL VERIFY 501L BEARING PRESSURE OF THE PROPOSED SITE.
4. b. 2, ALL 501L 15 TO BE GLEAN $ POISONED FOP, TERMITES PER FBC, 6TH EDITION (201-7)
RESIDENTIAL SECTIONS R310.1, R510.2, R.5103, $ R310.1
TERMITE PROTECTION -
PLANS MUST SPECIF'*r TYPE OF TERMITE TREATMENT
4 SOIL GHEMIGAL BARRIER METHOD
6 OTHER TREATMENT - MUST 5PEGlFY PROPOSED METHOD AND SUBMIT DOGUMENTATION, NHIGI
SUE35TANT1ATES THE PROPOSED METHOD, 15 AN APPROVED TERMITE PROTEGT10N SYSTEM
OF, METHOD.
IF GHEMICAL SOIL TERMITE TREATMENT 15 USED
1. FBG 105.11- "A PERMANENT SION NHIGH IDENTIFIES THE TERMITE TREATMENT PROVIDER
AND NEED FOR RE-INSFEGTION AND TREATMENT GONTRAGT RENENAL SHALL BE
PROVIDED. THE 516N SHALL BE POSTED NEAR THE HATER HEATER OR ELECTRIC, PANEL."
2. CONDENSATE AND ROOF DONN5POUT5 SHALL PISGHAR6E AT LEAST 1'-0" ANAY FROM
THE BUILDING SIPE NALL5.
5. IRRI6ATION/5PRINKLER SYSTEMS INGLUDINO ALL RISERS AND SPRAY HEADS -SHALL NOT
BE INSTALLED V41THIN 1'-0" OF THE BUILDING SIDE HALL.
4. FBG F230.7 - IN ORDER TO PROVIDE FOR IN5PEGTION FOR TERMITE INFESTATION,
CLEARANCE BETNEEN EXTERIOR NALL COVERINGS AND FINAL EARTH GRAPE ON
THE EXTERIOR OF A BUILDING HALL NOT BE LE55 THAN 6 INCHES (152 MM)
EXCEPTIONS:
1. PAINT OR DECORATIVE- GEMENTITIOU5 FIN15H LESS THAN g INGH (1-7.1 MM) THICK
ADHERED DIRECTLY TO THE MASONRY FOUNDATION 51PENALL.
2. AGGESS OR VEHICLE RAMPS NHIGH RISE TO THE INTERIOR FIN15H FLOOR
ELEVATION FOR THE ROTH OF SUCH RAMPS ONLY.
5. A 4-lNGH (102 MM) INSPECTION 5PAGE ABOVE PATIO AND GARAGE- 5LAE35 AND
ENTRY AREAS.
4. IF THE PATIO HAS BEEN 501L TREATED FOR TERMITF5, THE FIN15H ELEVATION MAY
MATCH THE BUILDING INTERIOR FIN15H FLOOR ELEVATIONS ON MA50NRY
CONSTRUCTION ONLY.
5. MA50NRY VENEERS GON5TRUGTEP IN AGGORDANGE V41TH 5E6TION R5185.4.
5. R315.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL
CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE
DONE AFTER ALL EXCAVATION, BACKFILLINC7 AND COMPACT ION 15 GOMPLETE.
6. R30.1.2 IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL
AREA DISTURBED AFTER INITIAL GHEMIGAL 501L TREATMENT SHALL BE RETREATED HITH
A CHEMICAL 501L TREATMENT INGLUPIN5 5PAGE5 BOXED OR FORMED.
-7. R:30.10 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN
GONGRETE FLOORS f3OXEF,> OUT OR FORMED FOR THE SIUB5EGUENT INSTALLATION OF
PLUMBING TRAPS, DRAINS OF, ANY OTHER PURPOSE SHALL BE CREATED By USING
PLASTIC, OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH To ELIMINATE
ANY PLANNED 501L DISTURBANCE AFTER INITIAL GHEMIGAL SOIL TREATMENT.
E5. R310.1.4 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
GHEMIGALLY TREATED 501L SHALL BE PROTECTED NITH A MINIMUM 6 MIL VAPOR
RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OG6UR5 BEFORE
VAPOR RETARDER PLACEMENT, RETREATMENT 15 REOUIRED. ANY NORK, INCLUDING,
PLACEMENT OF REINFORGINO STEEL, DONE AFTER GHEMIGAL TREATMENT UNTIL THE
CONCRETE FLOOR 15 POURED, SHALL BE DONE IN SUCH MANNER AS 1-0 AVOID
PENETRATING OR 015TURBIN6 TREATED SOIL.
cf. RE310.1.5 IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION,
CONCRETE OVERPOUR OR MOP -TAR AGGUMULATEP ALONG THE EXTERIOR FOUNDATION
PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR GHEMIGAL 501L TREATMENT, TO
ENHANGE VERTICAL PENETRAT10N OF THE GHEMIGAIL5.
10. R30.1.6 IF SOIL TREATMENT 15 USED FOP, SUBTERRANEAN TERMITE PREVENTION, CIHEMIGAL
501L TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR GONGRETE OF OPAPE
NITH I FOOT (305 MM) OF THE PRIMARY 5TRUGTURE 5IDEHALLS. ALSO, A VERTICAL
GHEMIGAL BARRIER SHALL BE APPLIED PROMPTLY AFTER 6ON5TRUCTION 15 COMPLETED,
INCLUDING INITIAL LANDSCAPING AND IRRIOATION/5PRINKLER INSTALLATION. ANY 501L
DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER 15 APPLIED SHALL BE PROMPTLY
RETREATED.
11. R3017 IF A REGISTERED TERMITIGIPE FORMULATED AND REGISTERED AS A BAIT SYSTEM
15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTION THROUGH SEGTION
R515.1.6 DO NOT APPLY; HONEVER, A 516NED CONTRACT ASSURING THE INSTALLATION,
MAINTENANCE AND MONITORING OF THE BAITING, SYSTEM FOR A MINIMUM OF FIVE YEARS
FROM THE ISSUE OF THE GERTIFIGATE OF OGGUPANGY SHALL BE PROVIDED TO THE
BUILDING OFFIGIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE
INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
IF THE BAITINO SYSTEM DIRECTIONS FOR US REGUIRE A MONITORING PHASE PRIOR, TO
INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT, THE INSTALLAI ION OF T14E
MONITORING PHASE COMPONENTS SHALL 13E DEEMED To CONSTITUTE INSTALLATION OF
THE SYSTEM.
12. R515.1.b IF A REGISTERED TERMITIGIPE FORMULATED AND RE515TERED AS A HOOD
TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PREVENTION, SECTIONS P315.1.1
THROUGH R50.1.6 DO NOT APPLY. APPLICATION OF THE HOOP TREATMENT TERMITIGIDE5
SHALL BE AS REGUIREP BY LABEL DIRECTIONS FOP, USE, AND MUST BE COMPLETED
PRIOR -TO FINAL BUILDING APPROVAL.
13. R30.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY RE515TEREP
TERMITIGIDE5, INGLUDINO SOIL APPLIED PESTIGIDE5, BAITING SYSTEMS, AND PE5_TIGIPE5
APPLIED TO HOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
FOR USE AS A PREVENTATIVE TREATMENT TO NEH CONSTRUCTION. SEE SECTION 202,
RF-015TERED TERMITlGIPE. UPON GOMPLETION OF THE APPLICATION OF THE TERMITE
PROTEGTIVE TREATMENT, A CERTIFICATE OF GOMPLIANGE SHALL. BE ISSUED 1-0 THE
BUILDING DEPARTMENT BY THE LIGEN5EP PEST CONTROL COMPANY THAT CONTAINS THE
FOLLONINe STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR
THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN AGGORPANGE NITH
RULES AND LAV45 ESTABLISHED 13Y THE FLORIDA DEPARTMENT OF AORIGULTURE AND
CONSUMER SERVICES."
14. RE318.2 PENETRATION. PROTECTIVE SLEEVES AROUND PIFINO PENETRATING CONCRETE
SLAB-ON-ORADE FLOORS SHALL NOT BE OF GELLUI-05E-GONTAININ6 MATERIALS. IF
501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE SHALL
HAVE A MAXIMUM HALL THlGKNE55 OF 0.010 INCH (0.25 MM), AND BE SEALED NITHIN 'THE
SLAB USING A NON-GORRO51VE CLAMPING DEVICE "To ELIMINATE THE ANNULAR 5PAGE
BETNEEN 'THE PIPE ANDTHE SLEEVE. NO TERMITIGIDES SHALL BE APPLIED IN51DE THE
SLEEVE.
15. R315.5 GLEANIN6. CELLS AND GAVITIES IN MASONRY UNITS AND AIR C�AP5 BETNEEN
BRICK, STONE OR MASONRY VENEERS AND THE STRUCTURE SHALL BE GLEANED OF ALL
NON-FRESERVATIVE TREATED OR NON -NATURALLY DURABLE HOOP, OR OTHER
GELLULO5E-GONTAININ6 MATERIAL PRIOR TO CONCRETE PLACEMENT.
EXGEPTION: INOROANIG MATERIAL MANUFACTURED FOP, GLOSINO CELLS IN FOUNDATION
CONCRETE MA50NRY UNIT GONSTRUGTION OR GLEAN EARTH FILL PLACED IN CONCRETE
MASONRY UNIT VOIDS BELON SLAB LEVEL BEFORE TERM1TE TREATMENT 15 PERFORMED.
4.(5.5. SOIL 15 To BE GOMPAGTEP TO c45% MODIFIED PROGTOR A5 DEFINED BY ASTM P 155-7-1201
NOTE: BORATE APPLIED TO ALL FRAME MEMBERS NITHIN 24" A.F.F. OR
SENTRIGON SYSTEM TO BE USED
1) METHOD OF TREATMENT SHALL BE APPROVED Br'THE GOVERNING -JURISDICTION "LIOUID E30RAI-E OR
BOR-A-GOR" PROOUGT OR 5ENTRIGON SYSTEM, METHODS MUST BE DETERMINED AT PEP -MIT STAGE .
2) PRESSURE TREATED LUMBER THAT HAS BEEN GUT OR DRILLED THAT EXP05ES UNTREATED PORTIONS OF
HOOP ARE REGUIRED TO 13E FIELD TREATED TO PREVENT INSECT INFESTATION.
REOUIRED SAFETY OLAZINIO IN HAZARDOUS LOCATION5
SAFETY QLAZINe (RE: FRC, R500.4)
R30b.4 HAZARDOUS LOCATIONS. THE FOLLONIN& SHALL BE CON51DERED 5PEGIFIG HAZARDOUS LOCATIONS
FOP, THE PURPOSES OF GLAZING:
1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SNINOINO, 5LIPIN6 AND BIFOLD DOORS.
EXCEPTIONS:
1. GLAZED OPENIN65 OF A 51ZE THROUGH NHIGH A 5-lNGH DIAMETER (76 rnm)
SPHERE 15 UNABLE TO PASS.
2. DECORATIVE GLAZING.
2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL AD-JAGENT To A DOOR SHALL BE GON51DEREP To
BE A HAZARDOUS LOCATION HHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LE55 THAN 60
INGHE5 (1524 MM) AE30VE THE FLOOR OR NAL<INO 5URFAGE AND IT MEETS EITHER OF THE FOLLONINO
CONDITIONS:
1. HHERE THE GLAZING 15 NITHIN 24 INCHES (610 MM) OF EITHER SIDE OF THE DOOR IN THE PLANE OF
THE DOOR IN A CLOSED P051TION.
2. NHERE THE GLAZING 15 ON A NALL PERPENDIGULAR TO THE PLANE OF THE POOR IN A GL05ED
P051TION AND NITHIN 24 INGHE5 (rolo MM) OF THE HINGE SIPE OF AN IN-5NINOING DOOR.
EXGEPTION5:
1. DECORATIVE GLAZING.
2. NHERE THERE 15 AN INTERVENING NALL OR OTHER PERMANENT BARRIER BETI,,EEN THE DOOR AND THE
GLAZING.
3. NHERE AGGE55 THROUGH THE DOOR 15 TO A CLO5ET OR STORAGE AREA 5 FEET (1�14 MM) OR LE55 IN
DEPTH. GLAZING IN THIS APFLIGATION SHALL GOMPLT' HITH 5EGTION R505.43.
4. GLAZING THAT 15 APJAGENT TO THE FIXED PANEL OF PATIO DOORS
5. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE HINDON THAT MEET5 ALL OF THE FOLLONINO
CONDITIONS:
1. THE EXF05ED AREA OF AN IN01VIPUAL PANE IS LARGER THAN cf SaUARE FEET (O.&3rqm2)j AND
2. THE E30TTOM EDGE OF THE GLAZING 15 LESS THAN I& INGHE5 (45-7 mm) ABOVE THE FLOOR; AND
3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 56 INCHES (c114 mm) ABOVE THE FLOOR; AND
4. ONE OR MORE NAL<IN5 SURFACE ARE V41THIN 3ra INGHES M14 mm), MEASURED HORIZONTALLY AND IN A
STRAIGHT LINE, OF THE GLAZING.
EXCEPTIONS:
1. DECORATIVE GLAZING.
2. HHEN A HORIZONTAL RAIL 15 INSTALLED ON THE AGGE551BLE 51DE(5) OF
THE GLAZING 54 TO 55 INGHES (046 TO cfb5) ABOVE THE NALKINO
5URFAGE. THE RAIL SHALL BE CAPABLE OF HITH5TANDINO A HORIZONTAL
LOAD OF 50 POUNDS PER LINEAR FOOT (730 N/m) NITHOUT GONTAGTINO
THE 5LA55 AND BE A MINIMUM OF 1 1/2" INCHE15 (3b mm) IN CROSS SEGTIONAL HEIGHT.
5. OUTE30ARD PANES IN IN5ULATINC7 GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS NHEN THE
E30TTOM EDGE OF THE OLA55 15 25 FEET (7620 mm) OR MORE ABOVE GRAPE, A ROOF, NALKINO
SURFAGE5 OR OTHER HORIZONTAL (HITHIN 45 DEGREES (O.cl-7 RAD) OR HORIZONTAL) SURFAGE
AP,JAGENT TO THE GLASS EXTERIOR.
4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT AE30VE A NALKING SURFAGE. INCLUDED ARE
STRUCTURAL BALUSTER PANELS AND NONSTRUGTURAL INFILL PANELS.
5. GLAZING IN KALLS, ENGLO5URE5 OR FENGE5 GONTAININO OR FAGINO HOT TUBS, SPAS, HHIRLPOOL5,
SAUNAS, STEAM ROOM5,13ATHTUB5, SHONERS AND INDOOR OR OUTDOOR SHIMMING POOLS NHERE THE
E30TTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) MEASURED VERTIGAILL"r
AE30VE ANY STANDING OR NALKINO 5URFAGE SHALL BE GON51DEREP TO BE A HAZARDOUS LOCATION.
TH15 SHALL APPLY TO 51NOLE GLAZING AND EACH PANE IN MULTIPLE GLAZING.
EXGEPTION: GLAZING THAT 15 MORE THAN (50 INGHES (1524 MM), MEASURED HORIZONTALLY AND IN A
STRAIGHT LINE, FROM THE HATERS EDGE OF A BATHTUB, HOT TUB, SPA, KHIRLPOOL OR SHIMMINO POOL OR
FROM THE EDGE OF A SHONER, SAUNA OR STEAM ROOM.
6. GLAZING HHERE THE E30TTOM EXP05ED EDGE OF THE GLAZING 15 LESS THAN 56 INGHE5 (c114 MM) ABOVE
THE PLANE OF THE AD-JAGENT KALKIN& 5URFAGE OF 5TAIRKAY5, LANDINGS BETWEEN FLIG7HT5 OF 5TAlR5
AND RAMPS SHALL BE GON51PERED TO BE A HAZARDOUS LOCATION.
EXCEPTIONS:
1. HHERE A RAIL 15 INSTALLED ON THE AGGES51BLE 51PE(S) OF THE GLAZING E34 TO 58> INCHES (b&4 To
c165 MM) ABOVE THE KAL<INO 5URFAGE. THE RAIL SHALL BE CAPABLE OF HITHSTANDING A
HORIZONTAL LOAD OF 50 POUNDS PEP, LINEAR FOOT (130 N/M) HITHOUT GONTAGTIN6 THE GLASS AND
HAVE A GRO55-5EGTIONAL HEIGHT OF NOT LE55 THAN 1 1/2 INGHE5 (585 MMI).
2. GLAZING 5(b INGHE5 (GI14 MM) OR MORE MEASURED HORIZONTALLY FROM THE NALKINe 5URFAGE.
-7. GLAZING AD-JAGENT TO THE LANDING AT THE E30TTOM OF A STAIRklAY NHER'E THE GLAZING 15 LESS THAN
56 INCHES M14 MM) ABOVE THE LANDING AND HITHIN A 60-INGH (1524 MM) HORIZONTAL ARC, LE55 THAN
00 DEGREES FROM THE E30TTOM TREAD N051NO SHALL BE GON51DERED TO BE A HAZARDOUS LOCATION.
EXGEPTION: THE GLAZING 15 PROTEGTEO BY A GUARD GOMPLYINO NITH SECTION R512 AND THE PLANE OF
THE GLASS 15 MORE THAN lb INGHES (45-7 MM) FROM THE GUARD.
NOTE:
IT 15 THE GONTRAGTOR5 RESPON5lE31LIT-*( TO REVIEN ALL DRANIN05 BEFORE GON5TRUGTION BEOIN5.
DAN5C,O ENOINEERINO, LLC, 15 RESPONSIBLE FOP, THE STRUGTIURAL INTEORITY OF TH15 PROJECT ONLY. ANY
DISGREPANGY BETHEEN FIELD GONDITION5, OTHER DE51ON PROFE55IONAL5'5HOP DRANINOS,
GONTRAGTORS'BUILDINO METHODS, AND THESE SIONED AND SEALED DRAHIN05 MUST BE E3ROUCHT TO THE
ATTENTION OF FLORIDA DE51ON SOLUTIONS, ING. PRIOR TO THE GOMMENC'EMENT OF GONSTRUGTION.
ATTENTION: GHEMIGAL GHANOES IN PRESSURE TREATED V40ODS
AS OF DEGEMBER 315T, 2005, CHROMATED GOPPER AR5ENATE (GGA-G) HILL NO LONOER BE PRODUGED FOP,
RE51DENTIAL OF, OENERAL GON5UMER USE. SEVERAL NEH. PRE55URE TREATED HOOD ALTERNATIVES HAVE
BEEN CREATED TO REPLAGE GGA-G. MANY OF THE INEN PRESSURE TREATED JNOOD5 USE GHEMIGAL5 THAT
ARE GORRO51VE T05TEEL. IT 15 THE GONTRAGTOR'5 RESPONSIE31LITY TO VERIFY THE TYPE OF HOOD
TREATMENT AND TO 5ELEGT APPROPRIATE GONNECTOR5 THAT RESIST GORR0510N. FOR EXAMPLE, AGG-cl,
AGO-D, CE3A-A, OR GA-B REGUIRE HOT -DIPPED OALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
E30RATE (SE3X) DOES NOT.
V40RST GASE DESION PRESSURE TABLE
51JILDING DATA
WIND SPEED 140 MPH (Vasd 105 MPH)
WIND EXPOSURE -- 'C' (FRC R301)
INTERNAL PRE55URE COEFFICIENT= +/- 0.15 ENCLOSED 5LDG)
DE51GN WIND I=RE55URE:
(COMPONENT AND CLADDING) WORST CASE (10 6F - ENE) ZONE)
# ENE) ZONE 15 ONL'� WITHIN F;,'-O'
OF ALL EXTERIOR 5UILDING CORNERS
WINDOWS AND DOORS (A5D PRESSURES)
140 MPH + 25.6 PeF / - 34.3 P&F (ENID) UNLE55 NOTED ON FLOOR PLANS
+ 25.6 P5F / - 21.1 F15F (INTERIOR) UNLE55 NOTED ON FLOOR PLANS
GARAGE DOORS (A5D PRE55URE5)
SINGLE 130 + 223 P5F 253 PSF
DOU5LE I(ox-I + 21.4 P5F 23.5 P5F
mga
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flodda 33572
p. 813.645,0166
f. 813.645.9698
www.danscoenginee(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
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
OX19 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRTTTEN
CONSENT FROM LENNAR CORPORATION.
02019 -THESE DRAWINGS AND DESIGNS ARE THE
JOINT PROPERTY OF DANSCO ENGINEERING, U-C AND
THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
12.19.17
1.00 6TH ED. (2017) FBC
UPDATES
UPDATED CONNECTION
06.08.18
1.01 CROSS-REFERENCE TABLE
AND STAIR STRAP
01-09-19
1.02 ROOF UNDERLAYMENT REV.
I
VERSION NO. 1.02 01.09.19
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SHEET TITLE:
STRUCTURAL NOTES
SHEET INFORMATION:
JOB NO.: 390079
DATE ISSUED: 01.16.19
DRAWN BY: LF
REVIEWED BY: TH
SN
0
LO
0
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LO
r-
IT,
IFILL CELL r STD. 90* HOOK F BOND BEAM
fP,,4FTEfR 6f=AN T,45LE
MEMBER SIZE AND 5FACING�l�
MAXIMUM LENGTH
MEM5ER r-ONNECTION6*
2' X 4' 6 16' O.G,
11-51
(2) I(od TOENAILS
2' X (o' -8 16' O.G.
10'-8'
(2) I(od TOENAILS
2' X 5' 6 I(o' O.G.
131-91
(3) I(od TOENAILS
2' X 10' 6 I(o' O.G,
1(01-51
(1) LISP HTW20 OR (3) Ibd TOENAILS
2' X 12' I(o' O.G.
IC31-31
(1) U51P HTW20 OR (4) I(od TOENAILS
2' X 4' 24' O.G.
61-11
(2) I(od TOENAILS
2' X (o' 24' O.G.
0
(2) 166 TOENAILS
2' X 0' 24' O.G.
111-01
(2) I(od TOENAILS
2' X 10' 24' O.G.
131-01
(3) I(od TOENAILS
2' X 12' 6 24' O.G.
15'-4'
(1) U6P HTW20 OR (3) I(od TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGMEAM),
SOUTHERN YELLOW PINE, 55 F�eF LOADING
'U2 x 4 MEM5ER TO 5E SYPI NON-DENBE 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)
TRIBLJTARY AREA (ft2)
ROOF
WALL
ZONE1
ZONE2
ZONE3
ZONE4
ZONE5
10
17.1
-2& 6
17.1
-46.2
17.1
-68.6
297
-30.8
29.7
-39.2
20
15.5
-215.2
15.5
-43.4
15.5
-64.4
283
-30.8
28.3
-36.4
50
14.0
-25.2
14.0
-37.8
14.0
-58.8
266
-28.0
26.6
-32.2
100
14.0
-23.8
140
-33.6
14.0
-54.6
25.2
-26.6
25.2
-30.8
125
14.0
-23.8
14.0
-33.6
14.0
-54.6
25.2
-26.6
25.2
-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) FBC, Residential volurne
3. Flus and minus signs signify pressures acting toward and away fromthe building surfaces.
14. Table values have been multiplied by 0.6 to convert component and cladding pressures to ASID.
____14 . . ._ ........ ......
.... I '. I'-*-*-' .'.* ...... ................. ..
ROOF DIAPHRAOM NAILINO 5GHEDULE
F
USP
RIDOE LINE U) "Hr-ITIr;�10
LU
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+ + + + + + + +
+ + + + + + + + + + + + +
+ +
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(Typ)
6 `T,
+ +
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+ + +
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+
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CONT. #5
MU00
STD. 90
CONT. #5 HOOK
BAR
BAR
2X TOP PLATE
I - #5 CONT.
L
5 "o
/8
THRU
BOLT
..... ......
..........
........
...
V
-15/52" GDX PL-I'HOOP
OR 11161 0513 (FOR
FOUNDATION
5HIN6LE:) lq/32" GDX
TO HIGHEST
PLYHOOD OR 055
]F__ BOND BEAM
(FOR TILE)
min PPARA (ZT1=0
2 X 6 (MIN) B.U.0
R067E LINE
140 MPH 5 5EGOND OUST EXPOSUIRE 00m HIND ZONE 140 4:44 5 5EGOND 6UST EXPOELRE '0N HIND ZONE SCALE: N.T.S. USP__/
(FOR 5HIN6LE) (FOR 5HIN6LE) MUGT15TYP.
R5R5-01 NAILS @ 6" 0.6. R5R5-Ol NAILS @ 6" O.C. ED6ES 4
F, +7 _-1 4" O.C,. @ 6AI3LE END KNLL OR GABLE TRUSS R5RS-01 NAILS @ 6" O.G. IN RMEDIATE 2nd FLOOR
0.115 INGH NOMINAL SHARK DIAMETER 0 113 INGH NOMINAL SHANK DIAMETER INTERIOR/EXT WALL SEE
2 5/5" INGH NAIL LEN6TH 2 31b" INGH NAIL LENOTH
PLAN FOR MORE INFO
(FOP, TILE) (FOP, TILE)
CONT. BASE PLATE
R5R5-OI NAILS @ b" OG $ 4" OG @ OA13LE END P5R5-01 NAILS @ 6" Or, EDGES
BEARING COLUMN
TYPICAL USP MUGT15 TO
HTA 20-18 HTA 20
HALL OR OA13LE TRUSS R5R5-01 NAILS @ 6" OG INTERMEDIATE
0.120 INGH NOMINAL SHANK DIAMETER (MIN) 0.120 INCH NOMINAL SHANK DIAMETER (MIN.)
SEE PLAN FOR REQ'D -PLYWOOD FLOOR
SHEATHING PER PLAN
BUILT-UP COLUMN DETAIL
COLUMN AND
INSTALLATION @ MID SPAN
3 INGH NAIL LENC7THI 3 INrH NAIL LENOTH
CONNECTION TJI TO BE CUT TO ALLOW
NOTE:
FOR BLOCKING/TJI
1) R5RS-OI 15 A RIN0 SHANK ROOF SHEATHINO NAIL MEETINO THE 5PEGIFIGATION5 IN ASTM F166-7
2) SEE STRUGTURAL NOTES FOR 5HEATHINO SPEC, IF IGATION5 AND NINE) SPEED.
%PO
NOTE:
3) END JOINT5 OF THE ROOF SHEATHIN6 SHALL DE5TAOOERED AND OCGUR O\/ER FRAMIN6 MEMBER.
MASONRY WALL OR
LOCATION OF UPLIFT VALUE
4) 5CHEDULE ASSUMES SHEATHINO 15 FASTENED DIRECTLr TO SOUTHERN YELLOV4 PINE OR POL16LA5 FIR OF, E3ETTER.
INTERIOR BRG. WALL
SECOND RT16A IS BASED ON
IF ROOF FRAMINO CONSISTS OF A LE55ER ORADE OF LUME3ER, 6ONTRACTOR MUST GONTAGT DANSGO ENOINEERINO,
TJI PER PLAN
LLG FOR ALTERNATE FOR NAILIN6 PATTERN.
OTHERWISE SOLID
S.P.F.
BLOCKING TO MATCH
712.
# OF 2nd FLOOR
Solid block all ts from
STUDS
above to bearing Blow.
USP RT16A USING
SECTION INT. BRIG. WALL
17-8d x1l 1/2" NAILS
DOUBLE JOIST CONSTRUCTION
", -,
CONNECTION CROSS-REFERENCE
USP STRUCTURAL CONNECTORS
SIMPSON STRONGME
CONNECTOR
-_ U - ---
UPLFT(LBS)
L
I ATERAL,
FASTENERS
CONNEC70R
GRAVITY(3. �.)UPUFT(LBS)
LATERAL,
� F2 (LBS)
FASTENERS
SYP SPF
I SYP I
I SYP SPF
I SYP I SPF
MASONRYICONCRETE APPLICATIONS
MASONRY/CONCRIETE APPLICATIONS
HTA16
1870
1608
710(611)
9- 10d x 11/2"
HETA16
1810
795
9- 10d x 11/2"
HTA20
1870
1608
710(611)
9-10d x 11/2"
HETA20
1810
795
9- 10d x 11/2"
RT16M
1395
1395
480
9- 10d x 11/2" & (4) 1/4" x 13/4"
TAPCON
HM9KT
SOS
805
200
(4) SDS 1/4" x 11/2" & (5) 1/4" x 2
1/4" TITEN 2
HTT16
3500*
3104*
-
18-10d & (1) 5/8" o A.B. W1
12 1/2" EMBED.
HTT4
3500*
3105*
-
18-10d x 11/2" & (1) 5/8" 0 A.B.
W/ 12 1/2" EMBED.
HTT45
3500*
3500*
-
1
18-10d & (1) 5/8" 0 A.B. W/
12 1/2" EMBED.
HTT5
3500*
3500*
I
26- 10d x 11/2" & (1) 5/8" 0 A.B.
W/ 12 1/2" EMBED '_
LUGT2
1550
1550
475 (400)
16-10d & (5) 1/4" x 3" POWERS
WEDGE BOLTS
LGT2
2150
1850
16-16d SINKERS & (7) 1/4 X 2 1/4"
TIT
LUGT3
3525
3240
-
(12) 1/4" x 2 1/2" WOOD SCREWS
& (4) 3/8" x 5" POWERS WEDGE
BOLTS
LGT3
3285
2365
(12) SDS 1/4�'x 3" & (4) 3/8" x 5"
TITEN HID
LTS 19-TZ
1205*
1036*
8-10d & (1) 3/4" 0 A.B. W/ 6"
EMBED.
LTT19
1310*
1125*
8- 10d x 11/2" & (1) 3/4�' 0 A. B. W/
6"EMBED.
LTF131
2100*
21DD*
18- 10d x 11/2" & (1) 5/8" 0 A.B.
W/ 7 1/2" EMBED.
LTT131
1350*
1160*
18- 10d x 11/2" & (1) 5/8" 0 A.B.
W/ 5" EMBED.
MUGT15
2556**
2556**
22- 10d & (1) 5/8" 0 A.B. W/ 12"
EMBED.
MGT
2556**
2556**
22- 10d & (1) 5/8" 0 A.B. W/ 12"
EMBED.
RFUS
5500
4730
(12) 1/ " x 3" WOOD SCREWS & (4)
3/4" x 6" POWERS WEDGE BOILTS+
FGTR
5000
3600
(18) SDS 1/4Yx 3" & (2) 1/2" x 5"
TITEN HID
FRAME APPLICATIONS
FRAME APPUCA11ONS
RT7
585
495
195(160)
10-8d x 11/2"
H2.5A
575
495
110
10-8d x I V21'
RT16A
1380
1160
645(545)
9- 10d x 11/2" & 8-10d
H10A
1340
1015
285
18- 10d x 11/2"
RT16-2
1160
975
415(345)
16-8d x 11/2"
HIOA-2
1245
1070
260(225)
18-10d x 11/2"
SPT22
685
589
260(223)
8-10d
SPI
585
535
10- 10d
SPT24
1030
885
260(223)
12-10d
SP2
1065
605
12- 10d
SPT4
945
812
-
6- 10d x 11/2"
SP4
440
380
6- 10d x 11/2"
sPTH4
1730
1487
12- 10d x 11/2"
SPH4
1240
, 1065
10- 10d x 11/2"
MUGT15
PHD4A
4175***
3590***
-
22- lod & (1) 5/8" 0 BOLT
(10) 1/4" x 3" WOOD SCREWS
MGT +
HDLA-SDS2.5
3965***
3285***
1
525
22-10d & (1) S/8" o BOLT
(10) SDS V4` x 2 1/2"
LUGT2
2260
1900
505(425)
32-10d
LGT2
2050
1785
170
30-16d SINKERS
HTW20
1530
1 1285
1 -
20-10d
HTS20
1450
1245
-
20-10d
LSTA 18
1235
1110
14-10d
LSTA18
1235
1110
14- 10d
LSTA24
1235
1235
16- 10d
LSTA24
1235
1235
18- 10d
LSTA30
16440
16WW440
22-10d
LSTA
1640
1640
22-10d
LSTA36
1640
16M
22-10d
LSTA36
-
+ -
1640
1640
24-10d
HUNG APPLICATIONS
HUNG APPLICATIONS
MSH29
2980
2190
785
615
10- 10d & 4- 10d
THA29
2260
1740
560
480
8- 10d & 4- 10d
HUS26
2760
2373
1925
1655
20-16d
HUS26
2720
2330
1550
1335
20-16d
THD26-2
2770
2382
2340
2012
18-16d & 12-10d
HHUS26-2
2785
2390
1550
1335
20-16d
THDH26-2
4375
3785
2340
1715
28-16d
HGUS26-2
4355
3750
2155
M5
28-16d
THD26-2
2770
2382
2340
2012
18-16d & 10-10d
HTU26-2
2940
2530
2175
1870
20-16d & 20- 10d
HD28
1230
1057
780
670
8- 16d & 4- 10d x 11/2"
HU28
895
770
610
525
6- 16d & 4- 10d x 11/2"
HUS28
4170
3586
1 2570
2210
30-16d
HUS28
3965
2905
20DO
1720
30-16d
THD28-2
4310
3706
2595
2231
28-16d & 16-10d
HH-US28-2
4210
3615
2000
1720
30-16d
HD210-2
2155
1853
1170
1006
14-16d & 6- 10d
HU210-2
2085
1795
1135
980
14-16d & 6-10d
THDH210-2
9010
7205
4370
2620
58-16d
HGUS210-2
9100
7495
4095
3525
62-16d
KLEG3
W/TOP
FLANGE
12200
-
3845
-
(2) 3/4" 0 A307 TH RU BO LTS I NTO
GIRDER& (4) 3/4"o A307THRU
BOLTS INTO MASONRY
LEG3PC
I
11865
-
3845
-
(2) 3/4" o A307 TH RU BO LTS I N TO
GIRDER & (4) 3/4" 0 A307THRU
BOLTS INTO MASONRY
THDH414
2520
1960
16- 16d & (18) 3/16" x 13/4"
POWERSTAPPER+
HU414
I
5085
2015
12-10d & (24) 1/4" x 2 3/4" TITEN 2
CAPACITY FOR CONCRETE APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 8" EDGE DISTANCE ON CONCRETE& SET IN SIMPSON SET-XP EPDXY
CAPACITY FOR MASONRY APPLICATION. ANCHOR BOLT REQUIRES MINIMUM 2 3/4" EDGFAND 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
1-118" 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
F 2 x - lumber
Double 2 x - lumber
ir- � I luvit
(Not required if both loaded equally from above) N.T.S.
Filler blocking 1/8" min. 2" min.
, _ ) Small gap ,
1/8" gap
4 max.
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
7 7
web -flange connection.
1114-
2) Block solid between joists for full length of span.
Tight fit
u
1
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4) Place joists together and nail from each side with 2 rows of 1 Od nails
2x4/Plywood/OSB web
stiffener
2" min.
A--
2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when nossible Stanger rows from opposite required when Indicated or -VA.
Web Stiffener Fastener Schedule
Joist Bearing ocation
F_
Series Depth End Intermediate
0
BCI 5000s
9-1/2"
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
BCI 6000so_�_1-7/8-
BCI 6500s@
9-1/2"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 60s��
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BC] 90se
11-7/8"
3-16d
3-16d
14"
5-16d
I 5-16d
-
16-
____
6-16d
F 6 -1 6d
TYPICAL HUS INSTALLATION
TYPICAL RT16A INSTALLATION
4" MIN. EMBEDMENT
SEE SCHEDULE FOR
0 SIZE AND QUANTITY
OFFASTENERS
. .1 - Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing
top flange of joist. AEB STIFFENER
DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. higher than 1 5001b. 4�
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) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing
Load bearing walls when load bearing - for lateral support when joists
Vertical load transfer 1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or TABLE R905.11A
Load bearing wall must stack beam below Load bearing wall must stack over UNDERLAYMENT TABLE
*Non -stacking walls over squash=20 blocks and blocking and wall or beam below.*
wall or beam below.*
require additional Joist z
consideration. Check _f i Root Slope 2.12 and Underlayment Roof Slope 412 and Undenayment
When joists meet over wall, provide Roof Covering Stodon Greater
Loss Than 412 Unded
local building --- T11/16" 13/4" minimum bearing for each. I -Joist can be offset a ent Attach�entl� Underfayment
code for appropriate up to 3" to avoid
details in One 10d box
vertical plumbing ASTNI D226 Type I or 11 AS1,14 0226 Type It
areas=20 of high or--20 sinker
lateral load.. nail each side 3" max ASTM D4869 Type 11, 111 or iV I A S T IAI 0 4 S 6 T y p e 2
Asplmft shingles R906.2 ASTIA I , )6757 ASTM D6755
at bearing.
........ . ........ ...... . .. . .............. ....... ........ .. ....................
JOISTS OFFSET
i ASTM D1970 3 ASTNI DI A
N.T.S. ... . .. .. . ........... .......... . ....................
Con -crate and Clay rifle
See Section R905,13
rovide adequate bearing
for each lapped joist. Use 1 OdxY nails at 6"o.c. for all joist R9051 .... .. . ... ... ............ . ..........
blocking panel *Non -stacking walls 6 1 T . ............
ype I or 11
require additional consideration. AST14 D4844, Type 1.1, 111 or !V I
Od nails ASTNI D226 Type 11
Squash block Metal root shingles 1 2
(2A minimum) SECTION INT. BRIG. WALL ASTIM D6757 ASTM D 1619 Ty�v N'
N.T.S. RW5.4
Bearing wall, Versa -Lam LVL or
A1,5TM 0 A 970 3 ASTIA D1970 3
Glulam Beam
ASTM D226 Type- I ar 'I!
Mineral-sLirfaced roll i ASTM D226 Twe If
T'% 2
AS� , M D4 8,139 Ty, pe I I, I I I or N,'
roofing ASTNAl D486�4 Type IV
NO HOLES (EXCEPT I ASTM [R757
MINIMUM SPACING 2x GREATEST Backer block (12" wide min.)
KNOCKOUTS) ALLOWED 11905.5 ......... ......... . . . ...................
IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with 10- 10d nails. ASTM DIWO 3 ASTM D1970 3
NOCKOUT EXEMPTS) Install tight to top flange. ------- - - ----- . ... ..
(see table below) D I ASTM D21,261rype I or If
(see table below) Slate and slate -type AST N1 D226 "I'vpe I i
ASzT N11 04869 Type U., �f I c 1 2
DO NOT cut, notch Joist hanger shingles ANST1,41 04860 T,
ype IV
ASTM D67 57
or drill flanges
O-L-0
ASTM D 1970
ASTIA D19TO I
3
CD
Wood shingles
ASTN4 D226 Typw- I w 11
ASTIM D226 T�
ype 11
1.251,
149051
1 �ASTM G4869 Ty pe 11, 111 oir IV
I
AST PA G4869 Type P/
A 1Y2" ROUND HOLE MAY
6 6 6"
BE CUT ANYWHERE IN CANTILEVER
DO NOT CUT HOLES
LARGER THA N IY2"
Filler block.
Nail with
Wood shakos
Limted to roof
slopes 412 mwi
ASTIM D2.26 'I'ype 11
THE WEB. PROVIDE AT 4,
ROUND IN
10-10d nails.
R905.8
ASThi D4869 Type N1
LEAST 3" OF CLEARANCE
CANTILEVERS. -
Backer block required where top
. ......
.... . .............. .............
....... .... . ... .
Greater
. .....
. . . .........
FROM OTHER HOLES
mount hanger load exceeds 250 lbs.
ASTM D226 Typqe I or If
ASTNI D226 Type� If
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2,,
Install tight to top flange.
Metal roof panels
1 -ASTM -AlE,169 Type 11, 111 or IV
I
ASTPA D4ffitD Type, IV
2
11
41111111111
T-2'
T-27
T-3'
1�-3*
1��T'
4 1
10151
R
T-11"
1151111
3" RIM
2-4"
2, 1 III=
't
2.-T
"'N I'VE.
PE
3-2'
I WWI
=1
3-7'
8
T-9'
T-T'
ny 16' joist
12
T-0`
T-11"
T-2'
T-2"
1��3'
T�9'
7-4."
2-11"
3-7"
47Z'
4-9�
6-4'
16
T0`
I �4 "
I'-Z*
I �-Z'
T-7
2�-f
3�2'
3-10"
4��T
6�7'
64"
T-2-
120
T-0`
1�4`
I T-7,1
�3_91
49'
4"0"
5-111,
6-111*
T-1111
&_Ir
124
1 T-9'
I V-1"
I T-Z�
I I �-T�
12-6'
1 3-7'
14-9'
16-10"
7-2'
V-47
9'-6'
19-9*
R905.110 ASTM D6757 AS T M D 6 7 57 1
11 __ 1111-1-11-11",__ ...... ___' _'_______'___ . _,__,___,__,_"_ T ............ .......... .
ASTM D1970 3 A'-STM D1970
1/4"-2" gap-==/
ASTNI DY226 Type I or It A61M, 1)2:26 Type, It
photovoitaic Shingles ASTM D4,869 Type 11, 1 If or tV I A-STM L14869 Type PV 1
2
ASTRA, INJ767 ASTIM D67157
Backer Block-'-'
ASTM D1970 ASTPA DI 3
z
"Top Mount" "Face Mount"
NOTES: Backer block shall be tight Backer block shall be tight
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with
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 P �,%mO �483 r)=) WV_ �0 rjmza?V-,�Pnw��M fWl �,,Qend at 'fte ea"xu�, rim'Wmv! su'Nkmnk'l�� W �,ow ��l p�w.�'. S,�t,--MP4 p�, ffi�., ea,�,,c "M
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange, MO�,*�,de (Srl mvil� xO�Qs�rr e, ,4,M1 min.,): end iu, �m 6 'WX 1,r$r,0 e b� �wat Tbu.
aaach&,'� i��,Q mkftWede,.,�, "'rM, tQ"e t$1,,e %�Q e, ffie W��o " , ,
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS Web stiffner as T
rva,<,� g 0 12 im, Iner �.305 mr,� o,� �, anv ane �ow w u* eir4 and sme,��P�\ wg,,ulea 6, in"', (I ��2 rrrrrl,� e). rmyrnent Mm# b-1 0a, o-M umr, rg, MUNI of
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger P�avk tap f'1sQwgi,, 0 nwVr�ar �ggp marrietet e pm wem� Omn I Mog � �ap% 0.ag h�nm e, thkknes% 01 not �eus mao =2-g,%me, Ose� rnolw�
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERILINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet metq ta,��4 Sial t�eva a rz,�nxnwn ftx",,�u d UZI 0 rm�l. MrnkkrIM qwkne.", af fta*401�,, v�ge ef pauft %�'a k*, 0 0,16 �mh , Tne rz,,�p na�� smvrrk
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height bt *,W, i"s Ma n �1. �MI'i �aO� for vft -sbeak r up naft VW r�. M- ! irrz �, for �Imoao� �ft�.'nk -up, ri,,,� , Ar� C,,�rp aa�sqwk 1"�4 �Iakk' a WV11 7,,ffk"mnt to perrevate
MEMBER CONDITIONS. requirements fficough 1,16 Or rwqAftelba, %oxh mto the roof Me&4*�O.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF ^,:
7. y Mwrt shM Wn VPW sbins pvam§ �a ur'd defting
�$e WhW,, ,
-0.6 X Joist ftm" the eavB vw 4mwd 4 hmh" (51 04no, enj *I �Ivm be 6 imtse% 8N r�hgg be e"i by 6 feet. TP8 wdeftiment OW be athnwd W ki mftbt�� oni,
THE LARGEST HOLE.
7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. D depth 'arth tw�l Mmemd MW5 �, the ftv� of te $hae with a maximorn fastana upKing OQ ift0w, ilos PW) am am. mw "o tN &*d sod SW4 fnt�,�,Vd
14 -fty"m"'o I W pw� 1�up naft W"W 4 rtrmmm ��ap ftemker of fsn,� lase t�,,an � �nth. r"g,�
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER k,2 �Jal, , �,O.mkn. N, ay.1atmd ming rn0ft
a ft"knes& of 00� *ae Man 32-O&JO i0we � 0W.M. Poww4wfti metzg cap% swa nave a tft�iorvvs tbkkr*&,� tv 0,010 ftb, millvw- I,, 0� fts.�- 0! bhe
UP OR DOWN. f na.,o1e -age af P�aok b,- 0.035 ine�h. T'ns "0 nM WWk 0Ag be n"Qt IBsa ftn,3.0,13 ink;,h for nng 0AM ",p naft ODOM, fix
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS r�,,.wmk �up rmk'�� � Cap nag Maair 0,aO h;,nm a �eno ftlftmm IQ imlkqmt� ftmgt the v"of ��heafhft wmk Iwn ti�!an �� inr,,h �nfa tw�
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE Root kwn t�w ooR,� vel*w, �*� **Z kawl. horwm,�w (1?-Pert,�At vlopt� em'! gpealer, The lnve�e wot dft,0�, uhM ��& tavw,-ed wMN, an amirknved. �Vt,
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. udhorm,
u"re ro�nf
I -JOISTS BUCKETS �m�vng morwlavk*rve"� kx ,he dvk, m4feilftI, `00 V*rNQkW4 �"4WOL�W, SAd zgmOfe =POS�gMl r"Ibe roof ��:4mr4v. W W �na�agad.
HOLECUTTING CHART N.T.S. ErQ*V0= A m4r,4rArm t102 M� Orip of polyrwr�,,*IOAW, bft,",n membrurm �mpW,,o w0h. &STM DIOV7,07 instakd ko
artordw,"'.aft to MM%,TtbnS �w 1he si1M ba. �up",ed ova al� *Wu� iti thu rod dukk4 Ar appta�,w um%ftquwM in:
N.T.S. Tab*W5,11 fof ft0t mof ov" the, 002mrn) tMad"10 Ignaa.
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 STRU
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 = ±O.I 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.
@M19 LENNAR CORP.-THtS 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 THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
12.19.17
1.00 6TH ED. (2017) FBC
UPDATES
UPDATED CONNECTION
06-08-18
1.01 CROSS-REFERENCE TABLE
AND STAIR STRAP
1. .19
1.02 ROOF UNDERLAYMENT REV.
I
VERSION NO. 1.02 01.09.19
it.
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SHEET TITLE:
STRUCTURAL NOTES
SHEET INFORMATION:
JOB NO.: 390079
DATE ISSUED: 01.16.19
DRAWN BY: LF
REVIEWED BY: TH
SNI
r-
0
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INSULATION REQUIREMENTS
LOGATION R-VALUE / TrfDE
r=XT GONC: WALL fR-4.1 PIGP FEfRM
EXT FfRAME 2 x 4 IR-10R-113 KR,4FT FACEL-.)
EXT FIRAME 2 x (o fR-le KIRAFT FACED 50TTOM CHORD OR 2x4 BLOCKING
CONDITIONEF-) CrEILING R-30 5LOWN-IN EVVOR 1/2' HIGH STRENGTH (U.N.O.) W/ 2-16d TOE NAILS 6 EACH END
(IN5TALL 5AFFEL5 AT EAVE) (OR V GYP. TYPE `X' e GARAGr:
GAfR,4Gr= 5EPARATION W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
/REFER TO UNDERLAYMENT TABLE ON SHEET 5NI (GAIR,4GE / LIVING) fR-11/R-13 KfR,4FT F,4GED CONNECTIONS. PROVIDE (1) LISP HTUJ20 WHEN 1/2"OR F7/8' HIGH STRENGTH 50ARD
FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: SPR DOUBLE T"5 ALIGNED WITH STUD BELOW (U.N.O.) (OR E,/&' GYP. TYPE IXI s TRUSS 50TTOM CHORD OR 2x4
_(2) LAYERS FOR 2:12 < SLOPE < 4-12 &"x5"x1(V NOMINAL BLOCK WITH TOPPLATE GARAGE W1 A HA51TABLE ROOM BLOCKING W/ 2-16d TOE NAILS
(1) LAYER FOR SLOPE � 4:12
6 EACH END
3/8' MORTAR BETWEEN COURSE$ LISP 5FT24 2'x 5.PF. (OR EQUAL) 5TUD-5 -s IV O.C. U.N.O. ABOVE)
12 PRE ENGINEERED WOOD TRUSS a 24' O.C. U.N.O.
CONNECTOR 6,FF. DOUBLE TOP PLATE UPLIFT SCHEDULE FOR UPLIFT
HURRICANE ANCHOR 6 EACH TRU55
P) VARIES U6F 6PT24 CONNECTOR CONNECTIONS. PROVIDE (1) U5P HTLLr2O WHEN
_z(Ty`P) (SEE UPLIFT SCHED.) W1 METAL PL. IL ---------- i1i ------- J11L ---- --- JL --------- JL ---------- 1/2' CDX PLYWOOD OR 1116' O.S.B. (1) ROW 2x BLOCKING is MID HIST. FOR WALL
UNDER EA. TRU55 -------- --------- --------- 7r ---------- SHEATHING REQV. FOR ALL HGT. (8'-(o'. (2) ROWS 2x BLOCKING 6 3rd 1/2' GYP, W.5. MIN. 0 GARAGE SIDE TRU55 ALIGNED WITH STUD BELOW
ii ii ii EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT.) 8'4'. IF APPLICABLE
015TURE 5ARRIER 11 11 11 2'x 5.PR (OR EQUAL) 5TUD5 s IV OC. UND.
INSULATIC � 5 ROOF COVERING --------- _JIL ----------- JIL ----------- JIIL----- INDICATED ON THE PLAN. ATTACP SEE THIS BHT FOR INSULATION CHART (1) ROW 2x BLOCKING o MID HGT. FOR J
.... ir ------- ir --------- 7F --------- 7F
F SHEATHING W1 ad COMMON NAILS
111(o 0.5.5. MIN. (FOR SHINGLE) OR 113/32' 065 1 11 11 11 11 WALL HIST. ( 5'4". (2) ROWS 2x BLOCKING SEE THIS BHT FOR INSULATION CHART
(FOR TILE) BEE ROOF NAILING 50HEDULE ON 5'x4"x1V NOMINAL MORTAR BETWEEN 4' O.C. 6 BOUNDARIES, V O.C. tv 3rd PT6 FOR WALL HGT.,8'-(V.
EDGES, AND 6 12 ' O.C. -s FIELD USP 5PT22 CONNECTOR
SHT. SNI BLOCK WITH 3/5' 11 ------ JIL ----------- JIL ---------- 11L_ SLAB 45LOCK USP SPT22 CONNECTOR 5/5'0 x 10' V BOLT a 24' O.C. W1
2
ELEV. V MORTAR BETWEEN IF ----------- 5/8l x 101 'JI 153OLT a x 3116' PLATE WASHER (TYP.)
E,/&' OR 1 1/2' HIGH COURSES CUT TO i I - 24' C.C. W1 2'�x3/16' 2x P.T. 50TTOM PLATE 2x P.T. 50TTOM PLATE 2 & x (o WIA x WIA W1Jr- OR F15EWESH
STRENGTH CEILING ALUMINUM SLOPE. I L----- ii L ------- JIL ---------- 11 ------- -- - ELEV. 0'-0'Ai_\ PLATE WASHER (TYR) (o x & WI.4 x WIA 3 /2'MIN.
DRIP r=E)G;E F -- — — — — — — — — — — — — — — —
BOARD PER CODE (OR LUMINUM FASCIA ELEV. -0'-4 1/2' 1 L ---------- 1 -- ------ j1L ----- AFF. 1/2' MIN. W OR FI5ERME6H F
5/8' GYP. TYPE 'X' OIL — z
GARAGE WIA HABITABLE 1/2' w
1211 .0, 2x BU15 FASCIA AFR ELEV. -0'-3 t -3 1/2'(min TO 4"
ROOM ABOVE) 2' VENTILATED I>
4'
W/DRYWALL SCREWS 6 71' 2x4 CON bt> : 1 (3 1,'/ , (m i x
T�/ A ;7- 2'(min.) 2'
SOFFIT 4 , .. 4 - < . . z I> . I
00 4% (o MIL VAPOR
0,C. CEILING 4 VO-C,
BARRIER
a'xa'XIVKNOCK-OUT _3 1/2"mh) - 4'
WALLS a 4 CA N
BLOCK W1 105 CONT. G;ARAGE I)EFTH VARIES ' . - . . . I " 1\ 1< 'q & MIL VAPOR (2) #E� CONT.
SEE TH15 BHT FO . I . . . 11 N I I \ all
FILLED SOLID
INSULATION CHART a BARRIER
W/GROUT (2)05 CONT. / /< U.N.o. MIN.
;RIZONTA --a" C.M.U. TYPICAL 4" 1' 4" 1 8' -7/
1x2 P.T. H01RIZONTA
NAILER yF:1E 1.51 MORTAR UN,O. MIN� ALTEfRNATE T`T�FIGAL 5EAfRING�
5TD. 130*HOOK (SEE DETAIL) RCHITECTURAL GA IRA Gz E 5LA5 AT &TEf= 5 TTFICAL 5E,4fRING:; WALL a 5TEF rc;,� WALL f 5TEf= W10 5�4EAR WALL KC, C�;
SEE TH15 5HT FOR FINISH SCALE. 3/4"=I'-0' SCALE: 3/4'=i'-0" k\��J3 SCALE. 3/4'=1'-0"
INSULATION CHART �3
Ix2 PT WD FURRING a 24' O.C.
1/2' G) PSUM WALLBOARD UND.
05 VERT. IN NLL /,,-2x 6.P.F. STUDS 16 O.C.
CELLS(SEE LOAD BEARING OR--- 2x STUD 1/2' OR 1116" 065 MIN. PLYWOOD SHEATHING
Ix4 P.T. BASE NAILER FOUNDATION PLAN EXTERIOR WALL a, C.M.U. NAILED W1 8d COMMON NAILS 6 4' O/C
FOR LOCATIONS) BOUNDARIES, V O/C EDGES, AND 12- O/C FIELD.
3 114' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING 6 SEAMS.
4'x4' INSPECTION rx P.T. STUD
MIN. 2500 P51 CONC. SLAB FORT AT EACH (2) ROWS OF 2x BLOCKING 6 2x STUDS 6 IV O/C (1) ROW 2x BLOCKING s MID
MIN PSI MAY VARY PER FILLED CELL SEE GC/63 OR 15 VERT. IN FILLED CELL THIRD POINTS HGT, FOR WALL HGT. !� &'-(o ,
E THIS 8HT FOR INSULATION CHART x r
MUNICIPALITY. w TYPICAL G/63 FOR ANCHOR V5OLT5 x� -1/8' STUCCO FINISH PER ASTM C. 92(o APPLY SEE SECTION C/53 FOR PTS FOR WALL HGT. > V-6-,
CONCRETE SLAB W1 6X(o NOTE:EXTEND BOLT INFO. BOLT 0 24' O.C. VERT. SEE TH15 BHT FOR INSULATION CHAR 3 LAYERS W1 TOTAL THICKNESS Wall OVER ADDITIONAL INFORMATION /2' GYP. W5 (MIN.) tv GARAGE
WIAXWIA Wir- OR TIBERME5H' u DECO FIN15H 4' to OR 5/5' x V EPDXY METAL LATH. FIRST 2 LAYERS 3/8' THICK CONTINUOUS TO FOOTER BELOW cJ00H00K IDETAIL 51DE IF APPLICABLE.
V BELOW GRADE BOLT USP 5FT22 CONNECTOR
sUSP SFT22 TYP. E,04, x 10' V BOLT 6 24' O/C W1 2'OX EACH. 3RD LAYER 116' THICK (SEE NOTES IN K-0. 5LOCK
6/5'0 EXPAN-51ON BOLT s24 1 O.C.
,,,2x P.T. PLATE 3116" PLATE WASHER TYPICAL SECTION 4A SHEET 5N FOR ADDITIONAL INFO.) 2x P.T. PLATE
ZO + W1 I' EMBEDMENT (MIN. SHEAR
ASSUMED FINISHED MIN, 2E00 P-51 CONCRET /,-USP 5FT22 6 EA, STUD 20" MIN. LAP x SPACE ANCHOR BOLTS (000 S2
2X PT PLATE 05 REINFORCING X
GRADE SLAB W1 & x (o ...... r-.rX x I-- b" MAX FROM END OF (o x (o WIA x WIA
& MIL VAPOR` WIA x WIA WEEP 5CREED INSTALLED PER OR 04 REINFORCING BAR x f) 2' x PLATE WWF OR P15EWESH
X
BARRIER MONO OR 5TEMWALL WIF OR F15ERMESH MANUR 4 FRC SECTION R103.1.2.1 w
X
. . ............................ 03 4 04 LAP 6PLICE
FOOTING MONO SHOWN I> IT i -- - - - - - - -
I>
COMP. SOIL. (COMPACTED--� FOR CLARITY x A
TO S% MODIFIED
PROCTORASTM Dlr.1�1)
>
NOTE:
STD. S00HOOK ro MIL VAPOR 5ARRIER REINFORCING BAR R 11/8'
3' /MIN, CLIR* *FOR BEARING WALL >
ONT. ON (SEE DETAIL) >
(2) 05 RE5AR C W1 UPLIFT ONLY Ol LAP 5PLIGE Awo (2) 05 CONT.___1
3' CHAIR5 TYP. U.N.O. ,4'/l I-m4'_____/ (o MIL VAPOR
COMP. SOIL. (COMPACTED T ON 3' CHAIRS BARRIER
TYPICAL WALL 6ECTION 135% MODIFIED PROCTOR ASTM 3ro" t-11N. LAF 1011 (TYR) �__V
SCALE: 3/4' = 1'-0' D1551)
r-fR,4t'-1E WALL TO Cl-W. WALL CONNECTIONI(� 41 V-411 '11�% REINFORCING BAR 05 STE). 900HOOK
SEE TYR WALL SECTION FOR SCALE: 3/4'=I'-O' *16 LAP 5PLICE TYPICAL INTERIOR
ADDITIONAL SLAB INFORMATION. Trf='IC;,4L EXTEfRIOIR FIRA�IE UJALL F0QTIN('_'i" (*"E� FE5,41R E�)F=T,41LS (r- 15EAIRING� WALL W1 UPLIFT
13 BLOCK WALL BEYOND NOTE. EPDXY TO BE SIMP50N 5ET-XP OR EQUIVALENT SEE TYP. WALL SECTION FOR SCALE: 3/4"=I'-0- k - ( G �
�3 SCALE: N.T.6. SCALE: 3/4"=I'-0'
ADDITIONAL SLAB INFORMATION.
O.H.D. RECESS
PAVERS
F
(o x (o 1111.4 x WIA
I/2"(mir.)- 4"
4
4 GRAPE
Y( 7M IL VAPOR
4111 Q (z
BARRIER // /,<
x /,\
I 1_1 I U
FEd I - & MIL VAPOR
wi rfl=l
SEE A/53 OR J, _(0 M-11 11 all
FOR RE INF. INFO. /-,-3'MIN. CLEARANCE MIN,
1'-4" (1 5TY) 1 1/2' GYP. 5D. T�rf=IGAL T4CXENED 5LA5 EDGE
1'-5'(2 5TY) ROW 2x BLOCKING 6 MID HGT. 21 HOLD GYP. BE).
Ir FOR WALL HGT. � 8'4', (2) ROWS P.T. 2x 1/2' FROM SLAB SCALE: _3/4"=I'-0"
G;,4fRAGf=— FDOCIR 5L,45 RECE55 10" 121x, BLOCKING a 3rd PTS FOR 6 CONT. 5EAD SEALANT
WALL HGT. > 5'41 0101 _j
SEE TYP. WALL SECTION FOR SCALE: N.T.S. -4 .,-----2X 5TUD5 24' O.C. U.N.O.
BLOCK WALL BEYOND
ADDITIONAL INFORMATION.
1/2' GYP, W5 (MIN.) 6 GARAGE SIDE -3 1/2' INTERIOR GARAGE
'0� IF APPL ICA5LE. MA50NRY WALL AND
/,MASONRY WALL AND
PAD FOOTING PAC) FOOTING
RECESS FOR S.G.D x (o WIA x WIA 4 1/4' D IA X 3 1/4' TAPCON8 6 24' EXPANSION JOINT //-OHz), RECE-55 Cj I/2'GYPSUM WALLBOARD U.N.O. EXTEND FILL CELLS
CONCRETE NAILS W1 11/4' W1 DRYWALL SCREWS 0 VO.C. 6' MASONRY WALL-----,,, TO FOUNDATION PAD
BEE ULF OR F15ERME514 EE n
PLAN' 0 2x P.T. PLATE O/C 4 G`V MAX FROM END OF 2 x !e
PLATE EMBEDMENT tv 12' O.C. STAGGERED,
(2) 05 CONT. CN SEE THIS SHEET FOR INSULATION CHART AT REINFORCING.
FROM 50TTOM PLATE TO CONCRETE (MIN.
E—= ON 31
7
CHAIRS (TYR)
-I- - & x (o WIA x WIA (o MIL VAPOR
('0 v SHEAR 15011 MIN. TENSION 1200) CONT. BEAD SEALANT CONT. FOOTING STEEL
ULF: OR F15EWESH BARRIER.
ZO RADE
CONCRETE SLAB (0 x ro WIA x WIA
411
Fill =15Ef;VESH
ro MIL VAPOR
BARRIER o MIL VAPOR LILI
V /x 0
Lin
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SEE A /> BARRIER JIS(o FOR REINF. /,., I . . ..... . . .
/53 FOR ,4,-3'MIN. CLEARANCE 5A JER
REINIF. INFO. 11-41 BEYOND
I all INFO.
OPTION "I I-4q 1'40 5TY) PAD REINFORCEMENT
Y-b'(2 5TY), (SEE SCHEDULE)
SEE TYP. WALL -SECTION FOR �4" 4" FOOTING WIDTH CLEARANCE
TH :'�D
0
PE X
.E ROOM
E
7(TYf-.) VARIES
U;
ADDITIONAL SLAB INFORMATION. TTPICAL INTERIOR 5EARING
WALL W/OUT UPLIFT r;;AfRAG;E DCOIR 5L,45 fRECE55ri INTER[OfR WALL 5LA5 STEF NIQN-5FIG. r< SEE SCHEDULE
&LA5 6TEF 4 fRECE65 'a rr_,� KG T., SEE TYP. WALL SECTION FOR ADDITIONAL FATIO COLUt-IN r-Tr-;;. QETAIL ( �N
SEE TYP. WALL SECTION FOR SCALE: N. S. SCALE: 3/414-ol �3
SCALE: 3/4= -01 5EE TYP. HALL 5ECTION FOR SCALE.- 3/4"=I'-0-k SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL SLAB INFORMATION. \k2�3� I ADDITIONAL INFORMATION, SLAB INFORMATION. - ADDITIONAL INFORMATION. �
... ........ . ... .. ...........
DANSCO
ENGINEERING, ILLC
P.O. BOX 3400
Apollo Beach, Florida 33572
p. 813.645.0166
f. 813.645.9698
www.donscoenginee�ng.com
CA 25948
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TO THE BEST OF THE ENGINEER'S
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 MPH (Vasd = I 08MPH), 3 SEC. GUST,
EXPOSURE "C" ENCLOSED (INTERNAL
PRESSURE COEFFICIENT =±0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
OFTHIS DRAW[ 4G ONLY.
(02019 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM LENNAR CORPORATION.
@201 9 - THESE DRAWINGS AND DESIGNS ARE THE
JOINT PROPERTY OF DANSCO ENGINEERING, ULC AND
THE UENT ON TH IS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
12.19.17
1.00 6TH ED. (2017) FBC
UPDATES
UPDATED CONNECTION
06.08.18
1.01 CROSS-REFERENCE TABLE
AN STAIR STRAP
01.09.
F UNDERLAYMENT REV.
I
VERSION NO. 1.02 01.09.19
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SHEET TITLE:
SECTIONS, DETAILS, & NOTES
(MONO)
SHEET INFORMATION:
DATE ISSUED: 01.16.19
DRAWN BY: LF
REVIEWED BY: TH
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1 5/5, 5/5' REFER TO UNDERLAYMENT TABLE ON SHEET SNI
FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE:
—A 12 (2) LAYERS FOR 2:12 < SLOPE < 4:12
(1) LAYER FOR SLOPE >_ 4:12
2ND FLOOR VERTICAL JAM SOLID AREAS ARE SOLID AREAS ARE SEE ELEV. PRE-ENGINEERED WOOD TRU55EB 6 24' O.C.
1/2'MINIMUM CEMENT FINISH TYPICAL G.M.U. WALL 5/8'DIA. x 8' J-BOLT5 AT 6-314', 41-3/4', Ill AND 96-3/0'AIBOVE F1 STEEL AND GROUT F1 STEEL AND GROUT UPLIFT CONNECTOR (SEE SCHEDULE)
GARAGE FLOOR. ALL J-5OLT5 WILL BE IN FILLED CELLS (2,000 INTERIOR SAW CUT TO 10 1/2' SAW CUT TO 10 1/2' FULL &x8xI& BLOCK DOUBLE 2x4 5PP. TOP PLATE
STANDARD 3' DIA. TEE 3/4"FURRING 6TRIF5 P61 MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT 1/5' STUCCO FIN16P PER ASTM C. 92(o APPLY 3 LAYERS
REQUIRED) TO PROVIDE A FLU514 MOUNTING SURFACE.
THREADED 3' DIA EXTEN510 WALL 0- W1 TOTAL TPICKNE68 1/8' OVER METAL LATH. FIRST 2
HORIZONTAL JAM55 DO NOT TRANSFER LOAD. LAYERS 3/8' THICK EACH. 3RD LAYER 1/5' THICK (SEE
1/2' GYPSUM BOARD DOOR OPENING *YDOOR OPENING__**�DOOR OPENING—ll
SCREW OFF CAP & DIA.) WI DRYWALL NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.)
4 WALL CRICKET AS
FOR CLEAN -OUT 5CREW56 8' O.C. OR
4d DRYWALL NAILS < EXTERIOR-J/ REQUIRE
DOOR STOP WALL
4 4 .4 MOLDING U5P SPT24 EA. STUD
Zf < 44<
MIN. EXTENBION FROM EXTERIOR GARAGE 1/2' EXTERIOR GRADE
DOOR
FACE OF 5LOCK WALL 15 11/2' SHEATHING FASTENED TO
MAXIMUM EXTEN51ON FROM 2x(o P.T. 15T COARSE 2ND COARSE 3RD COARSE TRU65ES WITH 8d COMMON WIRE
EXTERIOR PACE OF BLOCK WALL TO DRAIN NAILS im 4' O.C. BOUNDARIES, III BLOC ING (TYP.)
15 2 1/4' MA50N TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE O.C. EDGES 4 8' O.C� FIELD
COARSE BELOW. EVERY THIRD (3f;ZID) COARSE THE 11' DOOR JAMIS WALL 15 TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2x4 PT STUDS -6 16' O.C.
(2) 2x4 PT STUDS UND&
WALL GLEAN —OUT t-1,450NIR�T' LAT-OUT CARRIER/GIRDER TRU56
5 LE: N.T.S.
CA 4 DOOR TRACK—/ SCALE: NT_6_
W/MOUNTING ANGLE �J-4� Sol" AN
NOTE. REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR U6P HTA20 .9 EA. STUD — I = I
fREFEIR TO WINIDOW FiROFDUCT APPIROVAL INSTALLATION INFORMATION PER MANUFACTURER. I — MAIN SPAN
5HEET5 FOfR INSTALLATION INFORMATION 5Y M015TURE BARRIER ROOF TRU55
MANUFACTUfREIR. 8"X8'XIll K.O. BLOCK W1 1) s UPLIFT CONNECTOR
T'�'FIGAL GAIRAGE DOOR 5UC;K (SEE SCHEDULE)
CONT. AND FILLED W1 GROUT
T'�'FiCAL 5ECTION T�4fw,:U W1NFD0UJ SCALE.- N.T.S. 4
(1) 05 VERT. IN CONIC. FILLED (CELL
W1 6TD. 90' HOOK IN K.O. BLOCK
REFER TO UNDERLAYMENT TABLE ON -SHEET 5NI ALT. <NEEWALL ABOVE MA50NRY WALL DETALK E�
FOR UNDERLAYMENT REQUIREMENTS 4 PROVIIDE- SCALE. N.T.6.
12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 TRU55 50TTOM CHORD OR
(1) LAYER FOR SLOPE � 4:12 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED -7 2x4 BLOCKING W1 (2) I(od TOE
SEE ELEV. PRE-ENGINEERED WOOD TRU5SE5 6 24' O.C. BLOCK W1 (I Ts FOR CONCRETE PLACEMENT NAILS e EACH ENID
UPLIFT CONNECTOR (SEE SCHEDULE)
DOUBLE 2x4 5PF. 02 TOP PLATE
2x S.F.F. STUDS 6 16' O.C.
CRICKET AS REQUIRED
U5P 5FT24 e EA. STUD
1/2' EXTERIOR GRADE 6HEATPING-,/z
FASTENED TO TRUSSES WITH 86 COMMON BLOCKING (TYP.)
WIRE NAILS 6 4' O.C. BOUNDARIES, 6' O.G.
EDGES $ a' O.C. FIELD
5TD. c3d HOOK
LINTEL 5EAM W1 (1) 05 CONT. IN OPENINGS
GREATER THAN l WIDE (U.N.O. ON PLAN)
OPENING
FILLED CELL W1 (1) 05 VERTICAL
SEE FIDN. PLAN FOR LOCATION
IN
I i 0i
2'x 5UILT-UP COLUMN
DOUBLE 2x TOP
OP SPLICE
PLATE
18-IOCI NAILS
1�2-1&d
ROWS 10d 6 3' O.C. (14 NAILS TOTAL)
2x TOP PLATE
NAILS 6 24l OR
_1tjEQUAL TO TRU85 50TTOM
2x CRIPPLES 6 IV O.C.
5/8'DIA X ITEPDXIED ATR
_ CHORD OR BLOCKING
===J W/ MIN.'8' EMBEDMENT
2x STUD a 241
loci a, O.C.
O.C. MAX.
2x BLOCKING 6 EACH END W1 lod
PROVIDE F.Ar-, NAILS OR
6 4' O.C. FROM EACH HEADER
2x P.T. PLA I E - EQUAL 6 12' C.C.
FACE TO BLOCKING
"'�_�(2)
SEE A/53 FOR STAGGERED FROM 50T.
PI ATE TO CONCRE TE
2x HEADER PER PLAN
NOTE-
UPLIFT= 31810 (5YP *2)
31050 (6F)F)
REINF. INFO.
I
���2x BOTTOM PLATE W1 (1) 10d 6 8'
PLATE LENGTHS MUST 5E
.4
VARIES O.C. TO EACH HEADER FACE
AT LEAST 8'-0' LONG. (TYP.)
E30TTOM SPLICE
NOTEE& TYPICAL INTi--IRIOR NON- OVER STUD U5F HTTI(60
FILL LINTEL AND ALL CELLS A50VE LINTEL. 5E,41RING WOOD FRAME WALL 2 x (I 0-11N.) FfR),X-1E (I N
U5P 5FT22 a EA. 5TUD NOTE: FOR 5EAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION WALL HEADEfR DETAIL TOF FLATE 5FLIGE DETALI��
2x P.T. PLATE FORT a EACH VERTICAL RE5AR 4 DIRECTLY A50VE THE LINTEL. SCALE: N.T.6. SCALE: N.T.S. SC:.4Lr=: N.T.S. SCALE: NT5
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACE[) F= 2240 LBS NOTE: EPDXY TO BE 51MP5ON
5/0' x 10' 'J' BOLT -s 24' O.C. MAX Z TRUSS PROPERLY. SET-XP OF, EGUIVALENT
W1 0' EMBEDMENT U . PLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
U510 USP
&'Xa'XI(o' K.O. BLOCK W1 (1) 05 MOISTURE BARRIER OPENINGS LESS THAN OR EQUAL TO &'-0' IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
CONT.AND FILLED SOLID W/GROUT
FLOOR PLAN.
(1) #5 VERT. IN CONC. FILLED CEL T'T-FIGAL FILLED LINTEL 455Et'�5LT'
W/ 5TD. 130* POOK IN KK,.O. BLO SCALE: N.T.S. � �-4
KNEE WALL A50VE MASONRT' WALL DETAILK'F��
SCALE: N.T.5.
HEADER SUPPORT
NO. OF JACK5 4 STUDS
REQ. AT OPENINGS
OPENING
2x4 WALL
2x(o WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
61ZE
(U.N.O. ON PLAN)
EA ENID
EA ENE)
EA ENE)
EA END
(1)
(2)
1 (1)
(2)
(1) USP L5TA30
41 V
(2)
(3)
(2)
(2)
(1) U5P L6TA30
(3)
(2)
(3)
(2) U5P LSTA30
U6P 5PT4 5PT24 USP 6PT4 5PT24 USP SPT4 ROOF TFRIJ68 AE30VE
7E. 2x TOP PLATE BLOCKING
2x
2x 5TUD5 a 24- O.C. OVERLAPPING
------------------- 2'-0'
v NAILED
EV8'xI0' 'J'5OLT INTO (2) I(od TOE NAILS
lod NAILS e (01 O.C.
24' O.C. MAX. TRAN50M EA. BLOCKING
MIN. (2) PER /-2x P.T. TRANSOM FRAMING FRAMING STAGGERED
50TTOM PLATE
WIDTH OF OPENING VARIES FORM CONCRETE IN5ET TO
CREATE A 6OL11D 5A5E FOR BLOCK
CONNECTION (SEE PLAN)
SECTION PLATE SEE SECTION AA/61
AND 55/51 FOR
m
2x8 WALL A50VE
WALL A50VE.
1/2'X'a 1/2' PLYWOOD
19A 11
ADDITIONAL DETAILS
ENTRY
8CRAP MATERIAL�--\
A
SEE FLOOR PLAN NOTES
\ I @=
USP 5PT22
K.O. BLOCK W/
<
ME
FOR REQUIRED
CONNECTION
.
\-USP 6PT4
RECESS
U5P 6PT4 U5F SPT4 - J-5OLT5 -8 24' O.C.
MAX
(1) 05 CONT. 4 FILLED
- LLJ
(2) ROWS 12d NAILS STAGGERED
12' O.C. EACH PACE
LINTEL
5/8'XIO' J -BOLTS
CD
OR
(3) ROWS 12d NAILS STAGGERED
_2x P.T. PLATE
a 21-01 O.C.
MOUNTING BASE NOT--_
5HOtLN FOR CLARITY
MOUNTING ]BASE SHOWN IN
FOW CREATES CONCRETE RECE58 TO
2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
12' O.C. FOR 2xI0 OR GREATER
HEADER
A. A .
2X8 PT BOTTOM PLATE
''
MASONRY WALL
SEE DETAIL BELOW
POSITION
FOR WATER 6HED.
2x CRIPPLES -s _,z
I I
\ t I
EAT FOR BLOCK 15 POURED
2x(o MOUNTING BASE
KEEP STIFFENER BACK FROM 51DES ENOUGH
IV O.C. W1 (2)12cl
IN PLACE CONCRETE
TO ALLOW SPACE FOR FLAT MASON$ TOOL$
TOENAILS T/5
�/O'AO' 'J' BOLT -9 24, O.C. MAX.
GARAGE FLOOR BLAB
TRGOEWtEL FINISH SEE
xaxl(o C.M.U.
(2) 2x HEADER (SEE PLAN)
U5P SPT4
C
U-SP
U8P
(MIN. (2) PER BOTTOM PLATE)
5PT4
�ERAL NOTES
(THIS 15 A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
SPT24
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED ENE)
INTERIOR HEADER
SLOPE FORWARD
PRODUCT MEETS THE SHAPE AND DIMEN51ON5 OF TH15 DRAWING.)
(1) 2x BILL PLATE W1
10d NAILS 6 4'O.C.
FOR DRAINAGE
10d NAILS 6
(2)12d TOENAILS.
5TAC-6EREID
10d NAILS (01 O.C.
GARAGEFLOOR
GAIRAGE ENTRT' FOIRM DETAIL
8' O.C. TYP.
BOX EXTERIOR HEADERS
A
STAGGERED
HEADER (1) 2x BILL PLATE W1
TRANSOM FRAMING
SCALE: N.T.5.
2x JACKS (SEE
ONLY (2)12ci TOENAILS. OPENING
BEYOND.
GARAGE DOOR RACK MOUNTING BRACKET
TABLE ABOVE)
LARGER THAN 4 FT (2) 2x
BILL W1 MP3'CLIPS
NAILED INTO
TRAN50M
L
MOUNTING 5ASE :.)ETAIL
PLATE
FRAMING
PLYWOOD
7,3
SCALE: N.T.5.
...........
6 EA. SIDE
TRANSOM FRAMING
PLYWOOD FASTENED TO TRU55E5 0
SHEATHING
A w .....
GARAGE DOOR ROLLER ARAGE DOOR TRACK
BEE SECTION AA/51 AND
W/ 86 COMMON WIRE NAILS e 41 O.c. :
L
SEE PLAN FOR FOOTING
..................
CONNECTION A55EM5LY ....
2x STUDS (SEE TAB LE
55/51 FOR ADDITIONAL V
-
BOUNDARIES, 6' O.C. EDGES AND
DIMEN51ON5
...........
............
DIRECTION OF GARAGE ....
ABOVE)
DETAILS
X,
8' O.C. FIELD
.................
DOOR TRAVEL
U5P HTTI(o TYP. U.N.O.
u5P
o
PLYWOOD
GAfRAGE ENTfRY PINIS�4ED
MAeONfRY DETAIL rf
id
I
x SEE N/64
SPT2�
SHEATHING
SCALE. N.T.S.
I
F.T. 50T. PLATE
REG MCIA
LINTEL
5PT4
MASONRY
U510 WALL BELOW o-5/8'XIO'
J-50LTS 6 24- O.r.
MAX. (MIN. (2) PER 50TTOM PLATE)
HOLD DOWN CONNECTIONS
6PT4
NOT REQUIRED
BEARING
ALTERNATE:
WALLS WITHOUT
UPLIFT
A A
5/8' D IA ATR EPDXIEI-_)
50TTOM OF MOUNTING B E
POURED CONCRETE 5A5E FO TO 5E VA15OVE FINISHED
.4
2X8 P.T. BOTTOM
MIN. (V INTO BOND IBEAM
24' O.C.
BLOCK WALL. RECESSED GARAGE FLOOR
.SPACE FOR GARAGE DOOR
WALL HEADER DETAIL
PLATE
AND WATER 5HEID FORWARD
TH16 DRAWING.
SCALE: N.T.B.
FRAMING� DET,41L5,450VE ENTRY
f=AfRTIAL INTEfRIOP, ELEVATION
5/&'xlO' 'J' 5OLT5 e 241
O.C, MAX.
6CALE: N.T.8.
(MIN. (2) PER 50TTOM PLATE)
SIGALE: N.T.5.
— ---------
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Floll 33572
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 BELIEF, THE STRUCTURAL
PLANS AND SPECIFICATIONS COMPLY WITH
6TH EDITION (2017) FLORIDA RESIDENTIAL
BUILDING CODE, SECTION R301 FOR
140 MPH (Vasd = Il 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 IFF IS SIGNED AND SEALED.
SIGNED AND SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
@2DI 9 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUr WRfl7EN
CONSENT FROM I CORPORATION.
02019 - THESE DRAWINGS AND DESIGNS ARE THE
JOINT PRO ERTY OF DANSCO ENGINEERING, LLC AND
THE C LENT ON THIS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
12.19.17
1.00 6TH ED. (2017) FBC
UPDATES
UPDATED CONNECTIOI4_
06.08.18
1.01 CROSS-REFERENCE TABLE
AND STAIR STRAP
01-09-19
1 J02 ROOF UNDERLAYMENT REV.
VERSION NO. 1.02 01.09.19
Cn
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SHEET TITLE:
SECTIONS, DETAILS, & NOTES
SHEET INFORMATION:
JOB NO.: 390079
DATE ISSUED: 01.16.19
DRAWN BY: LF
REVIEWED BY: TH
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SEE STRUCTURAL NOTES BACKNAIL W1 (2) I(od NAILS SEE STRUCTURAL NOTES BACKNAIL W1 (2) I(od NAILS
AND NAILING SCHEDULE FOR 2x4 OUTLOOKER -9 24'
SHEATHING DETAIL LISP RTI&A OR EQUAL 2x AND NAILING SCHF= '7
DL
6 EA. OUTLOOKER7 FOR SHEATHING DET O.C. (OPTIONAL - SEE 5ACKNAIL W1 -2x4 OUTLOOKER REFER TO SECTION J ON
OUTLOOKER I / ELEVATIONS) SEE STRUCTURAL /_(2) I(od NAILS 24' O.C. SHEET 55 FOR X-5RACING
x a 24- O.C. x AK NOTES AND NAILING TOP CORD INFORMATION
2X4 cONTV BRACE USP RTI&A OR EQUAL _r
TOP CORD 45*± -;A6TENED W/ (2) 10d TOP CORD BLOCKING SCHEDULE FOR BLOCKING FOR
BLOCKING FOR FOR FIRST FOUR ROWS 24'MAX. 6 EA. OUTLOOKER SHEATHING DETAIL U6P RTI(oA'CR FIRST FOUR ROWS
F 3-6 24- O.C.. CMID -8 EDGES
IR5T FOUR ROWS OF OF TRU55E5 EQUAL a EA. OF TRUSSES 6
TRUSSES a EDGES HEIGHT \ OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 GRO55 BRACE - OUTLOOKER )4'MAX, / EDGES OF U5P HGAMIO W1 (4 _WOOID TRUSSES
OF SHEATHING TYP. 2X4 KICKER 2xb 5YP*2 V BRACE TO APPROX. &'FROM
EXTEND 6 LEAST 90% 2x4 CROSS BRACE APPROX. RIDGE FASTENED AT SHEATHING TYP. 1/4'xl-3/4'WEIDGE
6 51-01 O.C_ a, FROM RIDGE FASTENED AT 'L' BRACE TO EXTEND BOLTS 4 (4) BIDS /-2x4 RAT RUN
2x4 CRO55 BRACE - OF WEB LENGTH 4 EACH JOINT W1 (2) 1
6PT4 EACH JOINT W1 (2) 106 4 (2) rAT LEAST 130% OF WEB 1/4- X 1 1/2- SCREWS BRACING AT 24'
APPROX. 6' FROM NOTCH -a BOTTOM STUD Iod TOE NAILS e EA. ENE) 10d 4 (2) 10d TOE LENGTH (SEE TABLE) O.C. ON TOP OF
RIDGE FASTENED AT CHORD (SEE TABLE) 2X(o FRAMED WALL - SEE NAILS 6 EA. ENID ABLE TRU55 5OTT. CHORD
EACH JOINT W/ (2) 1__1_U5P RT3A WITH 8-8d 1/2' CDX PL FOR 4 TRIL65
106 4 (2)10d TOE FROM LEDGER TP Z LL SECTION FOR SPACING 2x4 PANEL BLOCKING— 1116' 055 SHEATHING SPANS ATTACHED
I YWOOD OR
NAILS-@ EA. ENE) BLOCKING 1@ 48' O.C. FOR THE I
1/2' CDX PLYWOOD OR 1116' ATTACHED W1 10d NAILS W1 2 - I(od AT EA.
2X4 STICK LUMBER '--GYPSUM WALL E30ARD '*��_GA51_E TRU55 /_055 SHEATHING ATTACHED FIRST (4) ROWS OF a b" O.C. EDGES AND 12' TRU55 JOINT
24" O.0 MAX (2) 16d COMMON NAILS W1 10d NAILS 6 (o' O.C. EDGES TRUSSES FROM EA. O.C. FIELD x
IN LINE WITH JACKS 2x4 PANEL BLOCKING 1@ 48' O.C. FOR THE FIRST �1_1/2' CDX PLYWOOD OR END TYP. TOP 4
(see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. END TYP. 1116' 055 SHEATHING AND 12' O.C. FIELD 50TTOM ATTACHED //--(2) 1(od NAILS
50TTOM CORD ATTACHE�) W/ (2) I(o-d TOENAILS ATTACHED W1 106 N "(2) I(od NAILS W1 (2) lb-d TOENAILS I 2x4 'T' ON TOP OF PANEL 2x4 BLOCKING .9 241
:K44 r, O.C. W1 2 - I(od 2x4 'T" BLOCKING
,VXK I XR
_�N A I Lj,5
6 24'
Dou I V MAX,
2x4 LEDGER (MATCH 50TTOM CHORD NAILS -a (ol O.C. EDGES 2x4 PANEL 5bor-KING -w 48'� \\\-2x4 BLOCKING BLOCKING, FASTEN WITH 5/0' OR 1/2' HIGH STRENGTH
TOENAILSO EA. ENE)
SLOPE OF ADJACENT SC155OR TRUSS) AND 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS 10dx3' s 41 O.C. CEILING 50ARD PER CODE 2x4 BLOCKING
2'x(o' P T BILL 4NOTCH V BRACE HERE OF TRU55E5 FROM EA. END A- _�2x4 'T' ON TOP OF PANEL 5/0' OR 1/2' HIGH STRENGTH CEILING BOARD W1 13/8' DRYWALL NAILS OR MA50NRY WALL 45,
TYP. TOP 4 50TTOM ATTACHED BLOCKING, FASTEN WITH PER CODE FASTENED WITH ad COOLER NAILS &P HGAIO -S 36' 4166 NAIL
5/8'x 10' 'J' BOLT 1@ 481 DRYWALL SCREWS 1' O.C. IIL I 5RAc;E
WEEP SCREED INSTALLED OR 1 1/4' LONG DRYWALL SCREWS COMPLYING O.C. CEILING 4 6' O.C. WALLS ARCHITECTURAL FIN15H
USP HTA20 OR EQ. 6 &'-0' O.C. TYFICAL--/ PER MANUP. 4 FRC W/ (2) 16-d TOENAILS 10dx3' 6 4' O.C. WITH A5TM C1002 FOR FIRST V-0' FROM END D5L. TOP STUD WALL ATTACHED W1
ALTERNATE U5P I_5TAI0 STRAIGHT STRAP 6 4'-0' SECTION R103.11.1 5/8' OR 1/2' HIGH STRENGTH L 2x4 LEDGER (MATCH 50TTOM WALL 4' O.C. TYPICAL PLATE (SEE TYP. SEC.) 10d NAILB, 6 4"
O.C. ALIGNED LUITH GABLE WEB. ATTACH TO TRU55 M016TURE BARRIER CEILING 50ARD PER CODE CHORD SLOPE OF ADJACENT O.C. TYf=Ir_AL
DROPPED FLAT TOPS OF W/1-10dx] 1/2' AND TO MA50NRY W1 (3) 311(o'x 2 1/4' FASTENEDWITH ad COOLER NAILS TRU55) U5P 5PT24 .9 EACH STUD EXT. WALL CONN. a NON -LOAD
HIPS FOR FRAMING TAPCON6. SECTICN 2� OR 1 1/4' LONG DRYWALL SCREWS SEC;TION 6ECTION GABLE TRUSS E5j
(GIRDER NOT DROPPED) COMPLYING WITH A5TM C1002 FOR -4 5EARING LOCATION
FIRST 5'-O'FROM ENE) WALL 1w 4" ED
SCALE: N.T.5. SCALE. N.T.S. IDOUE3LE It` 51RZING DETL(�
SCALE: N.T.5. O.C. TYPICAL SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-O'��5 SC-ALr=- N.T.&A SE,
C)ROF HIP IDrETAIL ADDITIONAL INFORMATION.
SEE STRUCTURAL NOTES AND NAILING TOENAIL W1 (2) I(od NAILS 20'-O'MAX 20'-01 MAX
SCHEDULE FOR SHEATHING DETAIL ad -S (01OG "X' BRACE SEE D T. J/65 TCONTINUOUS 50TTOM CHORD 5RACNG 2X.4 MIN. 2x4 'IT" BLOCKING
TOP CORD
BLOCKING FOR
FIRST FOUR ROWS
IT
45'
2x4 OUTLOOKER
24' MAX. 24' O.C.
WOOD TRU56ES
TOE NAILS 's EACH ENID 6
24' O.C. (TYP)
OF TRU55E5 6 1
U51- RTI( A OR EQUAL 6 EA.
x
Y x
xi
EDGES OF 2x4 CR05 5 BRACE
OUTLOOKER
5HEAT 41NG APPROX. 0' FROM
BRACE TO EXTEND AT LEAST
TYPICAL RIDGE FASTENED AT
/-'L'
90% OF WEB LENGTH (SEE TABLE)
EACH JOINT W1 (2) 10d
V
4 (2)10cl TOE NAILS
G 5 55
EA. ENID
1/2' CDX PLYWOOD OR 1116' 055
TRU55 VERT WE5— 1
'�X.
2x(o P.T.
SILL
SHEATHING ATTACHED W1 10d
NAILS 's (o' O.C. EDGES AND 12'
N
:z
SPACED 6 4'8' O.C.
I
O.C. FIELD
BRACING W/(3) 10d x 3'
(2) 2' x 4' LAMINATIONS W1 (1) ROW
(3) 2' x 4' LAMINATIONS W1 (1) ROW
(3) 2' x (o' LAMINATIONS W/ (2) ROWS
2x4 PANEL BLOCKING 6 48' O.C. FOR THE FIRST
10dX3' 6 3' O.C. THROUGH CHORD
6 EACH CONN. 6 24' O.C.
OF STAGGERED 10d COMMON WIRE NAILS
OF STAGGERED 30d COMMON WIFE NAILS
OF STAGGERED 30d COMMON WIRE
V-0' OF END WALL FROM EA. ENID TYP. 50TTOM
INTO 2'x(o' P.T. PLATE
USP HGAMIO W/(4)-I/4'x1-3/4'
(D = 0.148", L = 3') OR EQUAL
(D = 0101', L = 4 1/2') OR EQUAL
NAILS (D = 0.201', L = 4 1/2') OR
CORD ATTACHED W1 (2) 16-d TOENAILS
WEEP 5CREED INSTALLED PER
WEDGE BOLTS 4 (4) SDS 1/4'
-MOISTURE BARRIER
\\\__5OND
NOTES:
EQUAL
11,114 11
MANUR 4 FRC SECTION R-103.12.1
x I 1/2'5CRIEWS
BEAM
1) ADJACENT NAILS ARE DRIVEN FROM OPP051TE 4) FOR 4-PLY, PROVIDE 1/4'
DIA. x 5 1/2' LAG SCREWS OR EQUAL
I k, 12K]
DV I X
SIDES OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
2x4 'T' ON TOP OF PANEL BLOCKING,
MOISTURE BARRIER
MASONRY WALL
2x4 5LOCKING---_,_
6 40' O.C,
x "L. 11 5RAr -16d NAIL
_E
ATTACHED W1
106 NAILS a 4
O.C. TYFDICAL
GABLE TRUSS Wr=5��
6INGLE V 5RAGING IDETAIL
SC-,4Lr=. N.T.5.
x (E
DIAPHRAGM
BLOCKING 10
48"O.C.
J r7E`l_-�,.-GA5LE TRUSS
-4 - �-l
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' IDIA. x 1' LAG SCREWS OR EQUAL FASTEN WITH 10dx3' -9 4' O.C. USP HTA20 6 EA TRUSS "*�ARCHITECTURAL FINISH NOTE- 7-' TRUSS VERTICAL
THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH ad-/ VERT. WE5 (24' O.C. MAX.) 1) SEE TRUSS MANUFACTURER'S TRU65 ENGINEERING 4 50TTOM CHORD GABLE
COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE- IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT 5RACING END BRACING m 4'-0' O.C. MAX. (2) 2x& V BRACE
3) EACH 306 COMMON NAIL MAY BE REPLACED W1 (2) (b) REFER TO ND5 SECTION IE�3 FOR ADDITIONAL INFORMATION C1002 FOR FIRST V-0' FROM END WALL 6 4' O.C. TYPICAL M155ED VERTICAL WE5i USE THAT MAY 5E REQUIRED FOR FIRST (4) ROWS OF TRU55ES FASTENED WITH (3
I(od COMMON NAILS. (ONE INTO EACH OUTSIDE FACE 5/8'x 10' 'J' BOLT 0 2 O.C. SIMPSON MSTAM3(o ON OUTSIDE 2) 'T' 5RACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT I(od PER BIDE
OF 5.U.C, SAME NUMBER OF ROWS, SAME SPACING) MINIMUM VFROM PLATE 5P ICES EXT. WALL CONN- e NON - LOAD 5RACNG OF WEB MEMBERS PROVIDED IT EXTENDS OVER AT LEAST W% OF THE WEB 5G155OR GABLE T 5RAGE
,AL NAILING;: SCHEDULE& FOF, 5UILT-Uf= COLUMNS W/ 311(o'x2'0 PLATE WASHER AS PER H15 IBI SCALE. N.T.S. 55
T`�FIC
K` 1� 5EC;TICN 5EARING LOCATION (UNEVEN CLGO rE RIHEQUIREID MINIMUM PEfRMANENT TRUe5 5fRACING PLAN
SCALE: N.T.S. SCALE. N.T.S. SEE TYP. WALL SECTION FOR SCALE: N,TS. AS PER 5C61 2013 EDITION SCALE: N.T.6.
ADDITIONAL INFORMATION.
2x4 OUTLOOKER e 241 SCISSOR TRUSS
O.C. w/ (2) 100 PER JOIN I
TOP CHORID BLOCKING FOR 15T—
\-MINIMUM 2x
FOUR ROWS OF TRUSSES, U51NG
CROSS BRACING
(2) I(od TOE NAILS a EA. END
(SEE PLAN FOR
LOCATIONS)
IOCIX3, O.C. 2x4 �tR5
(2) I(od PER
6 (01 O.C.
<
JOINT
TYPICAL
1 .12" MAX.
"L." 5F,,4C;1NG RE=IRE�IENT5
STUD,
SPACING
NO
V BRACE
(1) 2x4 (UN.O.)
V BRACE
2'x(V (U.N.O.)
V BRACE
24'
0101-31-01
31-01 - (01-01
(o'-O' 4 GREATER
5GI5,50R GA5LE - (1) 2x(5 *2 5.F.F. a EACH VERTICAL AND
(2) 2x8 FULL HEIGHT 6 DIAPHRAGM 5LOCKING
It
(0 C3 [MAX.
OVEf;ZLAFD TRU55 BRACINCz
AT LEAST TWO TRUSS SPACES OVERLAP
LUOOID TRUSSES 2X4 BRACING a 48' O.C. CONTINUOUS
TO FIXED LOCATION ATTACHED W1
2-106 .9 EA. TRU65 (NOTE: BRACING
MAY BE PLACED ON EITHER TOP
OR 50TTOM OF THE
4L
NOTE:
I(od \\_MINIMUM121x4
CNTINUOU5 150TTOM CORID BRACING 2x4 MIN.
ALTERNATE NON-DROF
1) "L." BRACE MUST EXTEND AT LEAST cjO% OF LUEIB LENGT�4 r=XC:r=f=T, SGIS80IR
TO E><TEND FULL HEIGHT OF GABLE.
MINIMUM (2) PER JOINT TRU66 BRACING
QR033 5fR,4C1N(S; DET,41L K�J_�
e,45LE END DETAIL
GA5LE WHICH REQUIRES BRACE
2) `L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS -s 411 O.C:-
TjRIJe5 5fR,4GING� 0VEfRL,4Ff DET,41L
\-COSMETIC DROP CEILING FRAMING
SCALE. N.T.5.
SCALE: N.T.5.
SCALE: N.T.5.
5C,15501;R TIRU55
W1 PROF CEILING 5RACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS
SEE STRUCTURAL NOTES FOR WINE) SPEED SPECIFICATION
A I = -rt= ICLa
4
V BRACE UJ/ 10d e 41 ors. 12
12 (SEE SCHEDULE FOR SIZE
MAX. AND LOCATION) 'L' 5RACE W1 106 6 4' O.C.
(SEE 5CHEDULE FOR SIZE
AND LOCATION)
GAELE TRUSS
w w
747 FRI w w Fa
0
LIJ
lu
z
j
X'
j
3
12 OUIBLE TOP PLATE
&.ej MAX.
2X4 LEDGER
USP LSTA 18
UPLIFT C,0NNECTiON6 TUD6 e 161 O.C.
\-CONT. AEARING ONT. 5EARING DIBL. TOP PLATE USP HGAIO (TYP.) 6TUDS 6 I&VO.C. —USP 6FT24 H I F F RIAM I N G$ WOOD FRAMED G,45LE END 5RACING DETAIL
is EACH 5TUD USE U5F WTA20 (OR EQUAL) CONNECTORS is MASONRY
G�,45LE ENZ) 5F,4CING IDET,41L G,45LE ENID 5F,4GING-4: EDET,4iL SCALE: 3/4'=I'-0' OR SIMPSON RTI&A (OR EQUAL) rx"CTOR5 e MEAN UJALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE- N.T.8.
MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND 5PEED SPECIFICATION FRAME WALLS 4 USP RT1 a HIP JACK TO FRAME WALLS NOTES FOR WIND SPEED SPECIFICATION
ENE) JACK
11'-0" MAX,
lu
COWER JACK
lu
...................
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flodda 33572
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 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 VAUD FOR 12MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AN D SEALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
(P20 19 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WTHOUr WRITTEN
CONSENT FROM LEN NAR CORPORATION.
02019 - THESE DRAWINGS AND DESIGNS ARE THE
JOINT PROPERTY OF DANSCO ENGINEERING, ULC AND
THE CLIENT ON TH IS PROJECT. ANY REPRODUCTION
OR UNAUTHORIZED USE IS PROHIBITED.
REVISION:
DATE
DESCRIPTION
12.19.17
1.00 6TH ED. (2017) FBC
UPDATES
UPDATED CONNECTION
06.08.18
1.01 CROSS-REFERENCE TABLE
AND STAIR STRAP
01-09-19
1.02 ROOF UNDERLAYMENT REV.
VERSION NOJ�,Q?J01.09.19
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CC C14
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SHEET TITLE:
TRUSS BRACING DETAILS
AND NOTES
SHEET INFORMATION:
DATE ISSUED: 01.16.19
DRAWN BY: LF
REVIEWED BY: TH
S5
co
DOORJAMB 1X4 12" DRYWALL
DOORJAIMB
1X4 F 1/2" DRYWALL
DOORJAMB
1X4
1A
F112" DRYWALL
F P.T.
ATTACHED PER
ATTACHED PER
ATTACHED PER
DOOR MANUF.
tf
DOOR MANUF.
DOOR MANU)
___l
tt\
X4
X4
3-1/4" LONG X 3116"0
X4
FURRING
3/16"0 X 3" LONG
TAPCONS
FURRING
3/16"0 X 3-1/2" LONG
FURRING
I
TAPCON. INTO
STAGGERED @ 16"
TAPCONS STAGGERED
2X8
BLOCK@ SPACING
1"
DETAIL
O.C. 2-ROWS INTO
1X8 P.T.
r r,
0. C .
STAGGERED @ 16" 0
2-ROWS INTO
1X8
PER MANUFACTURE
MASONRYTHROUGH
1-1/211 DETAIL
MASONRYTHROUGH
311 DETAIL
1 x4 P.T. & 1 x8 P.T.
I x8 P.T. & 2x8 P.T.
3/16" x 3 -1/2"
4
T
TAPCON @ 16"
A P CO N
'_
C FIR
O.C. & 4" FROM
0 4
1 X4 P.T. —
3/16" x 3 - 1/2"
DOOR JAMB
1X4
1/2" DRYWALL
DOORJAMB
EACH END W1 MIN
DOORJAMB
TAPCON
ATTACHED PER
F
ATTACHED PER
2" EDGE DIST.
ATTACHED PER
DOOR MANUF.
DOOR MANUF.
DOOR MANUF.
I C.
1 Od @ 12" 0. C.
1X4
V2
FURRING
2X8 P.T. WITH 3116"0 X 3"
" 2 r, T A'z ��r=r
x P.T. AS REQ'D
X8 P.T.
LONG TAPCONS
STAGGERED @ 16" O.C.
2X8
2x DETAIL
2 1/4"
DETAIL
2-ROWS INTO MASONRY
3-1/411
DETAIL
UNAUULF'; AbLt IN,'j I ALL I IUN
DO NOT DO THIS
PROPER INSTALLATION MAX. 8"
#5 REBAR (TYP) 01
0
P')
HOOK (TYP.)
't s TD. 90
K (TYP.)
01- + TC-�T%4@ FIRST COURSE
0
2 COURSES
L
LED CELL PER FOUNDATION PLAN
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPEN INGSKqc"'�� FILLED CELL INSTALLATION SCALE: N.T.S. H� 2"x BOT. PLATE W1 (2) 1 Od @ 6" O.C.
SCALE: N.T.S.
3/4" PLYWOOD DECKING GLUED
�s AND NAILED W1 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
2x8 P.T. BUCK -CONNECT TO BLOCK ow SECTION —ATTACHED WALL SHEATHING TO
W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN. A -A USP RT16M UPLIFT CAPACITY = 1395#FORlSTRAP 2X BOTTOM PLATE W1 8d @ 4" O.C., 2
= 2790 # FOR 2 STRAPS FILL 1 st 4 COURSES ROWS STAGGERED
EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2x BAND JOIST W1 FACE NAIL
2'-0" 8" 1 -PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD,
1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS .7 AND (8) FACE NAILS 10d @
BLOCK HEADER ARCH BLKG. & BUCK USP RT16M W1 (9) 10d x 1Y2" NAILS &
TRUSS VERT. WEB
4) Y4" x 1 Y4" TAPCONS
METAL SEAT PLATE
1/2" DRYWALL (IF TRUSS IS 2 PLY INSTALL USP
NOTE:
HTWM16 W/(8) 10dx 1Y2" NAILSAND
—8d NAILS AT 8" O.C. AT BUCK
LAP SHEATHING TO
(4) Y4 " X 1 Y4" WEDGE BOLTS [(1)
—LEAVE A CUT OUT IN O.S.B. ON THE
BOTTOM OF BAND
2 x 8 45' DIAGONAL (4) 10d NAILS INTO STRAP 1225 #, (2) STRAPS 2450#1
BRACE(S) INSIDE TO ALLOW FOR INSULATION JOIST TYPICAL
2 x 8 BRACE/ BLKG.
...................
CONTACT ENGINEER OF RECORD FOR
INTO \
BLKG
N01
P
01
BE
JOI,
C OLE IN OS�113 FOR USI
C LL I S BOND BEAM OR CAST
UT HOLE IN O.S.B. FOR TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 �USP HG�AM10 C6 �12' O.C. w/4-SDS 1/41112"
7/16" OSB 1/2"
E N AREA SCREWS INTO BAND JOIST & (4)1/4"x1-3/4"
BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA ---2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS.
SCRIBE (NOTCH) IN PLACE BEAM
7 FACE OF ARCH W1 (3) 1 Od NAILS WEDGE BOLTS INTO K.O. BLOCK
BACKSIDE TO FIT ARCH (4) 1 Old NAILS INTO 2 x 8 AT EA. END OVERHANG
CONNECT W/ 8d NAILS BRACE/ BLKG. RETROFIT TRUSS DETAIL
N.T.S.
INSTALL WDW. SCREW ANCHOR—f \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN
INTO ARCH BLKG. PER ARCH FACES W (4) 10d 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 4Y." WOOD
WITHIN 6" MIN. OF START OF T OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY r�O_TE FFOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
. RAD. WALL USE (3) 1/4" X 3 1/4" TAPCONS AT 16" O.C. 40 E�T. WAA / , I
ARCH DETAIL j JACK TRUSS PROVIDED BY TRUSS 7SI 2 X 4 #2 SYP SCAB TO SIDE OF
SCALE: N.T.S. COMPANY OR 2x6 #2 SYP @ 24" O.C. 12 .2r TRUSS AS SHOWN FOR O.H. UP TO 2'-6" T-O" MIN.
W/ (3) 8d TOENAILS @ TOP & BOTTOM PLAN * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
� ��q 4 (2) 1 Old NAILS @ 8" O.C. OIL FINISH FLOOR
2 x 8 BUCK - CONNECT TO BLOCK + + TO TRUSS TOP CHORD
SECTION CHORD TO LEDGER + + 4 PLYWOOD SHEATHING
ROOF SHEATHING ATTACHED
WITH 1/4" x 3 1/4" TAPCON (1 1/4" M IN. B-B
EMBEDMENT INTO BLK.) PER NAILING SCHEDULE +
/4" MAX 2'-0" 8" + #5 BAR
+ BLOCKING AS
BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + REQUIRED $01 CENTERED W/
BLKG. & BUCK 2X6 TO 2X4 USP RT3A + TO SUPPORT 9V H IN TOP
9
1 X 4 FURRING TRUSS + SOFFIT KNOCKOUT/ N
+ + CHAIR BLOCK
8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od +
NAILS AT EA. END PROVIDE 2x 2X4 SYP 16 a - -
PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) EACH TRUSS MONO FOOTING
VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BY SIZE AND REINF. PER PLAN
JACK TRUSS PROVIDED AND SECTION DETAILS
BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" TRUSS COMPANY OR 2x4 CONNECTOR z
LEAVE A CUT OUT IN O.S.B. ON TH MIN. OF START OF #2 SYP @ 24" O.C. A CLEAN FILL
2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH
T-O" MAX SEE PLAN DIRT
TO BE INSTALLED 00, z SEE LINTEL
SCHED. z ffTANDAKRD
C�l
. > ga HOO 04
BUILT UP PLWD. BUCK 7116" OSB ARCH PANEL I - I
SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT, (MATCH TRUSS DEPTH CENTER S6�FIT #5 BAR IN 7'
TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 41/V WOOD FILLED CELL V
8d NAILS "2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY PRECAST LINTEL
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4'MAX. RAD. WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. SEE ELEVATION —
INSTALL WDW, SCREW
ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 FOR OVER HANG (MAX. 4'-0")
PER INSTALLATION DETAILS 13-13 ARCH DETAIL SECTION @ SHED ROOF STEMWALL FOOTING SIZE AND
SCALE: N.T.S. K SCALE: 3/4" V-0" (*T SECTION @ ROOF EXTENSION MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL
� �s �' �s SCALE: 3/4" V-0" � �s SCALE: 3/4" = T-O" SECTION DETAILS
A/C CHASE 4" PVC- NOTE: IF RETROFIT FILLED CELL CONDITIONS
PLUMBING LINE SLEEVE THRU STEM
WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD
TOP (2) #5's x 4'-0" TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE FOR ADDITIONAL INSTRUCTION.
CENETERED @ PIPE PVC OR SCH40 SLEEVE CENETERED @ PIPE
PENETRATION3 PENETRATION PLUMBING LINE MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM.
Ei I 11EI 1 Iff FINI�i GRADE REINFORCING. PROVIDE LOWER
—A
IEE m_
HOOKED DOWEL 131111 T UP COLN.,
SEE PLAN
DRILL 3/4"X6" MIN. HOLE
SET BAR IN EPDXY
CAP TO PREVENT LEAKAGE
W.W.M. AT PERIMETER HTT16W/(18)-16d NAILSTO
CID STUDS & (1) - 5/8" DIA. ALL
1=1 I I WHERE THIS CONDITION #5X6'EMBEDDED INTO
.. ... (1) #5 BARS CONT. THREAD ROD EPDXIED W/
OCCURS
SLEEVE THRU STEM .A . : *A:' I I `�'
SEE FND. PLN. Ll 2" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z
0
-011 -3/4" MIN.
�2 FILL CELL FULL HEIGHT W/
SEE FND. PLN. EDGE DISTANCE w NON SHRINK GROUT.
SIZE & REINF. GRADE COVER 61 12" EMBEDMENT & 1
SEE PLAN FOR F.F.
. ;% is A'4
FOUNDATION INFO (ALLOWABLE UPLiFT=2,249#) U-
SIZE& REIN PIPE PERPENDICULAR TO FND. 0
Lu A
STEM FOUNDATION a.
PIPE VERTICAL THRU FND.
TOP (2) #5's x 4'0" PVC OR SCH40 SLEEVE 5X6'EMBEDDED INTO
;2�
CENETERED @ PIPE GRADE EXISTING FOOTING 2-#5X6'IN CONC.
- REINF. SEE PLAN cli FILLED CELL
PENETRATION PLUMBING LINE I> LO
DRILL 3/4"X6" MIN. HOLE
z GRADE SET BAR IN EPDXY
4
CELL FILLED SOLID
Ell I _=1
C14 — w/(l) #5 VERT. REBAR
2�
SAW CUT
I>
4:
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SEE FND. PLN. (2) #5 REBAR L16" MIN. (1-STY) COVER EA. WAY EXISTING FOOTING rA SECTION
SIZE & REINF. A/C CHASE 4" PVC -'120" MIN. (2-STY�'
SLEEVE THRU FOOTING SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP SCALE: N.T.S.
TYP. FND. PENETRATIONS MONO FOUNDATION SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" RETROFIT FILLED CELL DETAIL
SCALE: N.T.S. I 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
±5 A
NOTCH WEB AT THE FIRST
DANSCO
ENGINEERING, LLC
P.O. BOX 3400
Apollo Beach, Flo(ida 33572
p. 813.645.0166
f. 813.645.9698
www.donscoengineedng.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 = 4-0.18) WIND ZONE
THIS DRAWING AND DESIGN IS VALID FOR 12 M014THS
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.
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
12.19.17
1.00 6TH ED. (2017) FBC
UPDATES
UPDATED CONNECTION
06.08.18
1.01 CROSS-REFERENCE TABLE
AND STAIR STRAP
01�09.19
1.02 ROOF UNDERLAYMENT REV.
VERSION NO. 1.02 01.09.19
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RETROFIT DETAILS & NOTES
SHEET INFORMATION:
DATE ISSUED: 01.16.19
DRAWN BY: LF
REVIEWED BY: TH
ss
—TEMPORARY TAPE
'FLAP' X/ TO HOLE) FLAP /HOUSE
WRAP 7
A
ROUGH
OPENING
HOUSE
URAP
SHEATHING
TEMPORARY TAPE
'FLAP'
TO HOLE) FLAP
Z_�r
2HOUSE
WRAP;7
SHEATHING
ROUGH
OPENING
SILL WRAP
ILL FLASHING
HOUSE
WRAP INSTALL FLEXIBLE
FLASHING
SHEATHING C05NER5 AT
WINDOW 5ILL
TLAP'
WINDOW FLANGE--\
HOUSE
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SHEATHING
w/mol
TEMPORARY TAPE
TO HOLD FLAP
/HOUSE
WRAP/
SHEATHING
CAULK BEHIND
WINDOW FLANGE
BEFORE
INSTALLATION.
FLASHING
WINDOW FLASHING METHOD `A -I' 3-6TEP PROCE65: WINDOW FLASHING METHOD -A-I' WINDOW FLASHING METHOD 'A -I'
A A WINDOW INSTALLER WILL CUT THE BUILDING PAPER AT A 4. ANGLE TO A POINT 51 UP AND 9' OUT A INSTALL 6ILL FLA61HING (EXTENDING 4' BEYOND THE ROUGH OPENING ON EACH SIDE) A. APPLY A CONTINUOUS BEAD OF CAULKING ON THE BACK SIDE OF THE WINDOW FLANGE.
FROM THE UPPER CORNERS OF THE ROUGH OPENING. (�) B. INSTALL COWER SHIELD FLASHING (FASTEN WITH M015TOP SEALANT OR EQUAL) 5. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS.
5. TH15 WILL MAKE A 'FLAP' THAT WILL BE USED TO COVER THE HEAD FLASHING IN STEP 6. C. INSTALL 5ILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL (INCLUDING COWER 5HIELD5)
METAL FLASHING
DOUBLE LAYER SPLINE APPLIED
VERTICALLY (IF U51NG FELT, SPLIT
36' - WIDE SHEET IN HALF)
2' TO 4' LAP AT
HORIZONTAL JOINT
2' TO 4' LAP AT
HORIZONTAL JOINT
All
SHEATHING
BUILDING PAPER
HOU5EWRAP
I -CUT
WINDOW
OPENINGS
SHEATHING WRAP
(BUILDING PAPER
OR HOU6EWRAP)
CARRIED V TO 2'
BELOW BOTTOM
OF SHEATHING
41 To V LAP AT
VERTICAL JOINT
V (V MIN.) BEYOND
COFNER BOARD
SHEATHING
WRAP DETAIL
XALE: N.T.6.
WINDOW FLANGE
HOUSE
WRAP
SHEATHING
—TEMPORARY TAPE
,FLAP, X/ TO HOLD FLAP zwoue
WRAP7
HEAD FLASHING
\-51LL FLASHING
JAM FLASHING
WINDOW FLASHING METHOD -A-I'
A INSTALL HEAD FLA54% OVER THE WINDOW FLANGE.
B. EXTEND THE HEAD FLASHING 8' BEYOND THE ROUGH OPENING ON EACH SIDE,
—TEMPORARY TAPE
'FLAP' TO HOLD FLAP
/HOUSE
WRAP/
ol
SHEATHING
JAM FLASHING
WINDOW FLANGE
HOUSE
WRAP SILL FLASHING
SHEATHING
WINDOW FLASHING METHOD 'A-1-
A. INSTALL JAMB FLASHING OYER THE WINDOW FLANGE ON EACH SIDE,
B. EXTEND THE JAMB FLASHING 4'A5OVE THE ROUGH OPENING AND 8`5ELOW THE ROUGH OPENING.
C. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS.
ZWOUSE
'FLAP' WRAP7
x-------------------------------
EAD FLASHING
JAM FLASHING
HOUSE
WRAP \—SILL FLASHING
SHEATHING WINDOW FLANGE
TO ALLOW M015TURE TO BE DIVERTED TO THE OUT61DE 50-ACE
WINDOW FLASHING METHOD `Aj-
A. ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING.
2HOU5E
WRAP
'FLAP'
WEATHER RE615TANT EAD FLASHING
CONSTRUCTION TAPE
//,--JAM FLASHING
HOUSE
WRAP \_5ILL FLASHING
SHEATHING WINDOW FLANGE
WINDOW FLASHING METHOD 'A -I'
01 A. APPLY WEATHER RE515TANT TAPE OVER THE 46. ANGLE CUT ON THE BUILDING PAPER,
B. ON IN61DE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM
0
0
. . . . . . . . . . . .
DANSCO
EERING, LLC
P.O. BOX 3400
Apollo Beach, Flodda 33572
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 BELIEF, THE STRUCTURAL
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 15 VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND S EALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
@2019 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM UENNAR CORPORAflON.
@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
12,19.17 1.00 6TH ED. (2017) FBC
UPDATES
UPDATED CONNECTION
06.08.18 1.01 CROSS-REFERENCE TABLE
ND STAIR STRAP
01-09-19 1.02 ROOF UNDERLAYMENT REV.
VERS16N NO. 1.02 01.09.19
C=
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SHEET TITLE:
WINDOW FLASHING
DETAILS & NOTES
SHEET INFORMATION:
JOB NO.: 390079
DATE ISSUED: 01.16.19
DRAWN BY: LF
REVIEWED BY: TH
I[--WF—I----]
WINDOW FLASHING METHOD `Aj-
A. ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING.
2HOU5E
WRAP
'FLAP'
WEATHER RE615TANT EAD FLASHING
CONSTRUCTION TAPE
//,--JAM FLASHING
HOUSE
WRAP \_5ILL FLASHING
SHEATHING WINDOW FLANGE
WINDOW FLASHING METHOD 'A -I'
01 A. APPLY WEATHER RE515TANT TAPE OVER THE 46. ANGLE CUT ON THE BUILDING PAPER,
B. ON IN61DE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM
0
0
. . . . . . . . . . . .
DANSCO
EERING, LLC
P.O. BOX 3400
Apollo Beach, Flodda 33572
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 BELIEF, THE STRUCTURAL
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 15 VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND S EALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
@2019 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM UENNAR CORPORAflON.
@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
12,19.17 1.00 6TH ED. (2017) FBC
UPDATES
UPDATED CONNECTION
06.08.18 1.01 CROSS-REFERENCE TABLE
ND STAIR STRAP
01-09-19 1.02 ROOF UNDERLAYMENT REV.
VERS16N NO. 1.02 01.09.19
C=
C1.1,11
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SHEET TITLE:
WINDOW FLASHING
DETAILS & NOTES
SHEET INFORMATION:
JOB NO.: 390079
DATE ISSUED: 01.16.19
DRAWN BY: LF
REVIEWED BY: TH
I[--WF—I----]
. . . . . . . . . . . .
DANSCO
EERING, LLC
P.O. BOX 3400
Apollo Beach, Flodda 33572
p. 813.645.0166
f. 813.645.9698
www.danscoengineering.com
CA 25948
CD
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TO THE BEST OF THE ENGINEER'S
KNOWLEDGE AND BELIEF, THE STRUCTURAL
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 15 VAUD FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED AND S EALED FOR THE STRUCTURAL PORTION
OFTHIS DRAWINGONLY.
@2019 LENNAR CORP.-THIS PLAN MAY NOT BE
REPRODUCED IN ANY MANNER WITHOUT WRITTEN
CONSENT FROM UENNAR CORPORAflON.
@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
12,19.17 1.00 6TH ED. (2017) FBC
UPDATES
UPDATED CONNECTION
06.08.18 1.01 CROSS-REFERENCE TABLE
ND STAIR STRAP
01-09-19 1.02 ROOF UNDERLAYMENT REV.
VERS16N NO. 1.02 01.09.19
C=
C1.1,11
uj
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(N
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SHEET TITLE:
WINDOW FLASHING
DETAILS & NOTES
SHEET INFORMATION:
JOB NO.: 390079
DATE ISSUED: 01.16.19
DRAWN BY: LF
REVIEWED BY: TH
I[--WF—I----]
FLASHING REQUIREMENTS_
FLASHING AND SEALANTS FOR EXTERIOR WINDOW AND DOOR OPENINGS SHALL COMPLYWITH
WEATHER RESISTIVE
BARRIER
WINDOW UNIT
THESE DETAILS ARE GENERIC AND MEANT TO SHOW
SECTION R703.4.
- 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 -1" BEAD OF CONSTR.
BY LAPPING DOWN L/ ADHESIVE TO BE APPLIED UNDER
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER
OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN
LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT
WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
EXTERIOR
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.
MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN
SELF -ADHERED FLASHING
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
VVIRE LATH
ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBIC 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
Refer to the number marked as # 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 NIS OR GREATER FOR PROPER JOINT
A
the numbered items in the list of instructions below:
EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS
APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN
A A I
V 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
shedding laps
INSTALLED AT THE FOLLOWING LOCATIONS:
SELF -ADHERED FLASHING
WP02
SELF -ADHERED FLASHING
W P03
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
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT
RESISTIVE BARRIER &
EXTERIOR SHEATHING
NEEDED IN CORNERS RUBBERIZED ADHESIVE
5. Remove all release paper per standard installation instructions
MORE OF THE FOLLOWING:
TEMPORARILY SECURE
314"-1' BEAD OF CONSTR. INSTALL SELF -ADHERED
ADHESIVE TO BE APPLIED UNDER FLASH:NG,JAMB & HEAD
THROUGH SELF -ADHERED ASPHALT ADHESIVE
and adhere to substrate using a square piece of flashing material
1.1 THE FENESTRATION MAINUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR
WEATHER
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
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW
. . . . . . . . . .
INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS.
BARRIER
OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)
6. Fold as shown by arrows
WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE
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
=:A 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
......... ............
(�SEMBLEDWND�) ......... . . . . .
........ ...... .. .
SELF -ADHERED FLASHING.
EXTEND A MINIMUM 6!'
RELEASE PAPER TO EXPOSE
DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR
......... ......
......... . ....
2
VERTICALLY FROM
ADHESIVE AS SHOWN)
PROTECTION AT THE HEAD AND SIDES.
... . ....
.. . . . . . ...... . ....
........ ......
....... .. X.
.... ... ...... . ....
" "N
......... ...... .. .....
......... ...... . ....
........ ...... .. ... WEATHER
BOTTOM OF
THRESHOLD
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN
......... ......
........ ...... ..
......... ......
........ ......
RESISITIVE
4�
PROFESSIONAL.
BARRIER
SECTION -A (SEE DETAIL WP02)
1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS.
1.4 IN ACCORDANCE WITH FMAIAAMA 100, FMAI AAMA 200, FMANVDMA 250, FMA/AAMAI WDMA 300
SELF -ADHERED FLASHING
OR FMA/AAMAANDMA 400.
2
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR
HEAD FLASHING TIE-IN INSTRUXTIONS:
STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
1 . Cut, fold up & temporarily secure weat
SELF -ADHERED FLASHING
5
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
barrier above header to allow for flashing
i
installation
4
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
@
2. Self -adhered flashing plus head flashing under
weather resistive barrier
SEAL TOPS OF JOISTS
6
1
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
(SEE DETAIL WP07)
7
6. AT WALL AND ROOF INTERSECTIONS.
flashing and sea[ with tape
7. AT BUILT-IN GUTTERS.
SELF -ADHERED FLASHING Scale: NITS
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
COMPATIBILITY
SELF -ADHERED FLASHING -
Lath
Felt backed metal Felt backed metal
SELF -ADHERED FLASHING
Sheathing
lathe in accordance lathe in accordance
PATCH
with ASTMC1063 with ASTM C 1063
. . ......... . . . . . . . . . . .
stucco
.........
A
k Building Paper Building Paper
.......................
...... .......
44
A� 4
............ . 7/16" O.S.B. 7/16" O.S.B.
.................
sheathing sheathing
SELF -ADHERED FLASHING
.................. ...............
. . . . . ............
........
............
.............
...........
Foundation Wall A A 1
..........
...... ..... . .... . . . . . .
............ Metal
... SELF -ADHERED FLASHING
'A
............
Flashing
NAILING FLANGE
SELF -ADHERED FLASHING ............................
2
............
Weep Screed
3" MIN
Installed As Per
2
4
............. Manufact. Specs. & Stampede or similar
DO NOT FLASH OVER
........... cauk bottom
FRIC R703.7.2.1
BOTTOM NAILING 8
5
.............. joint only
FLANGE
Maintain
... Bottom of Weep Screed
SELF -ADHERED FLASHING
WP04
SELF -ADHERED FLASHING
WP08
FOUNDATION WEEP SCREED
WP09
Weep Screed Installed As Per
2" Above Roof Manufact. Specs. &
HALF ROUND WINDOW
OUTSIDE CORNER
FRC R703.7.2.1
Sheathing
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
Cement Plaster cut and caulked all
butt joints need to
in accordance
with ASTMC926 N. becaulked using
over wood 2nd Stampede or sim.
floor caulk for all
DOUBLE
JOIST
SINGLE WOOD BEAM
JOIST FBELOW
...... . . . . . . . . . . . .
. . . ..... ............. . . ..
. . . .. . . .....
.... .. .. . Z
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
10
DANSCO
ENGINEERING, LLC
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 REST 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 = I 08MPH), 3 SEC. GUST,
EXPOSURE "C" ENCLOSED (INTERNAL
PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE
THIS DRA ING AND DESIGN IS VALID FOR T2 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED.
SIGNED A D 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.
@2D19 - 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
12.19.17
1.00 6TH ED. (2017) FBC
UPDATES
UPDATED CONNECTION
06.08.18
1.01 CROSS-REFERENCE TABLE
AND STAIR STRAP
01-09-19
1.02 ROOF UNDERLAYMENT REV.
I
VERSION NO. 1.02 01.09.19
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SHEET TITLE:
WATERPROOFING DETAILS
SHEET INFORMATION:
JOB NO.: 390079
DATE ISSUED: 01.16.19
DRAWN BY: LF
REVIEWED BY: TH
W P
D
)o
IL
March 20, 2018
Re: Wood Construction Connector Com pliance, for 2DI 5 International Codes & 2017 Florida Codes
To Whom It May Concern
Section 2303.5 of the 2015 International Building Code (lBq and 2017 Florida Building Code (FBC) specifies that
joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist i`4angers. Previous versions of
the I BC a nd F BC required testing to comply vvith ASTM D1 761 Test Method lbr Mechanical r-asteners in Wood. Both
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 bested
material properties exceed the specified properties
ICC Evaluation Services (ICC-ES) revised AC13 Acciaptance Criteria for Joist 14angers and Similar [Devices in
October 2016 to incorporate a methodology to evaluate products to the 2015 1 -Codes. Simpson Strong -Tie is working
on re-evaluating wood constfuctun connector loads to the new standard bo update our product evaluation reports to
the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product
Approvals
Hcnvever, reevaluating a large number of products will take time. While manufacturers work with product 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 showing compliance to the 2012 and 2014
editions, respectively: until July 2018.
The information in this letter is valid until 613012018 when it will be re-evaluated by Simpson Strong -Tie- Please visit
wwwstrongtie.com for additional pertinent information. If you have questions or need further assistance regarding
this matter. please contact the Simpson Strong -Tie Engineering Department at 800.999 5099.
Sincerely,
SIMPSON STRONG -TIE COMPANY INC.
/6P4
Keith Cullum, P. E., LEED AP dN-dB[)W
Engineer, Southeast U.S. Branch
Paec 1 of I
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FL17244.1
.............
..... . ..
ESR-3455
..
..........
.. . ......
A23
FL10446.2
ESR-2606
HD210-2
FL17232.3
ESR-3445
HU210-2
FL10856.4
ESR-2549
HD212-2
FL17232.3
ESR-3445
HU212-2
FL10856.4
ESR-2549
HD216
FL17232.3
ESR-3445
HU216
FL10856.5
ESR-2549
PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018
HD216-3
FL17232.3
ESR-3445
HU216-3
FL1 0856.1
ESR-2549
HD26
FL17232.2
ESR-3445
HU26
FL`10856.3
ESR-2549
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below iftheywill be utilized on the
construction project for which you am applying for a building permit. We recommend you contact your local product supplier should you not know the product approval numberfor any of the applicable listed
products.
HD28-2
FL17232.3
ESR-3445
HU28-2
FL10856.4
ESR-2549
HD410
FL17232.4
ESR-3445
HU410
FL1085&9
ESR-2549
HD412
FL17232.4
ESR-3445
HU412
FL10856.9
ESR-2549
Category/Subcategory
Manufacturer
Product Description
Appnoval Number(s)
Test Pressures
HD610
FL17232.4
ESR-3445
HU61D
FL10856.10
ESR-2549
1. EXTERIOR DOORS
HD0410
FL17241.7
ESR-3444
HUCQ410
I'Ll 1468.11
SIM2DO804
A. SWINGING
ThermaTru
Firber-Classic and Smooth -Star (NON -IMPACT)
FL20461.1
+67.01-67.0 psf
Z
HGA10
FL117699.1
Evaluation Report
HGA10KT
FL1 1470.4
SIM200803
ThermaTru
Firber-Classic and Smooth -Star (NON -IMPACT)
FL20461.6
+67.01-67.0 psf
HGAM10
FL17699.1
Evaluation Report
HGAM10KT
FL1 1470.4
SIM200803
ThermaTru
Firber-Classic and Smooth -Star (NOWIMPACT)
FL20461.9
+67.0/-67.0 psf
HHCP2
FL17236.7
ESR-3448
HCP2
FL10447.2
ESR-2551
ThermaTru
Firber-Classic and Smooth -Star (NON -IMPACT)
FL20461.14
+67.01-67.0 psf
HTA16
FL1 7680.4
Evaluation Report
HETA16
FL1 1473.5
SIM200802
ThermaTru
Classic -Craft and Benchmark
FL15225.1
+67.01-67.0 pet
HTA20-1 8
FL17680.4
Evaluation Report
HETA20
FL11473.5
SIM200802
HTT16
FL17324.2
Evaluation Report
HTT16
FL1 1496.1
ES-0130
ThermaTru
Smooth -Star and Benchmark
FL15225.5
+57.01-67.0 psf
HTT45
FL17324.2
Evaluation Report
HTT22
FL1 1496.1
ES-01 30
ThermaTru
FiberClassic, Smoothstar, ClassicCraft, Rustic
FL7640.1
+67.01-67.0 psf
HTW16
FL17244.8
ESR-3455
HTB16
FL1 0456.22
ESR-2613
HTW20
FL17244.8
ESR-3455
HTS20
FLID456.23
ESR-2613
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
+40.01-40.0 pelf
HTW24
FL17244.8
ESR-3455
HTS24
FL1 0456.24
ESR-2613
PGT
Series 5570
FL251.10
HTW30
FL17244.8
ESR-3455
HTS30
FL10456.26
ESR-2613
C. SECTIONAL
Clopay Building Products
Residental WindCode Doors W6 (SX7)
FL15279.37
+30.0/-32.0 psf
HTWM16
FL6223.2
Evaluation Report
HTSM16
FL1 1473. 11
SIM200802
Clopay Building Products
Residential WIndCode Doors WS (16X7)
FL15279.53
+30.0/-30.0 Pat
HTWM20
FL6223.2
Evaluation Report
HTSM20
FL11473.11
SIM200802
Clopay Building Pmducts
Residential WindCode Doors W6 (8X7)
FL15279.85
+38.0/-42.0 psf
HUGT2
FL6223.3
Evaluation Report
HGT2
FL10456,18
ESR-2613
Clopay Building Products
Residential WindCode Doors W6 (16X7)
FL15279.102
+37.01-41.0 psf
HUGT3
FL6223.3
Evaluation Report
HGT3
FL10456.19
ESR-2613
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL1 1537.1
N/A (see inst sht)
HUS210-2
FL17232.6
ESR-3445
HUS210-2
FL10856-R4
ESR-2549
HUS212-2
FL17232.6
ESR-3445
HUS212-2
Fl.10856.11
ESR-2549
2. WINDOWS
HUS26
FL17232.6
ESR-3445
HUS26
FL10856.11
ESR-2549
A� SINGLE HUNG
MI Windows and Doom
Senes186____
FL17499.2
01- psf
+50. 55.0
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 Wnclows and Doors
Series 188
FL15351.1
+40.0/-50.0 psf
JL24
FL17232.7
ESR-3445
LU24
FL10655.103
ESR-2549
C. FrAED
Ml Windows and Doors
Series 185
FL15349.1
+40.0/-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
FL17232.1D
ESR-3445
LUS24
FOD655.109
ESR-2549
PGT
Sense 5500
FL261.1
NIA
JUS26
FL17232.11
ESR-3445
LUS26
FL10655-111
ESR-2549
E. OTHER
JUS26-2
FL17232.11
ESR-3445
LUS26-2
FL10655.112
ESR-2549
JUS28
FL17232.11
ESR-3445
LUS28
FL10655.113
ESR-2549
3. PANEL WALL
JUS46
FL17232.11
ESR-3445
LUS46
FL10655.118
ESR-2549
A. SIDING
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
FLI 3192.1 - FL1 3192.2
N/A
KLEG3
FL17241.15
ESR-3444
LEG3
FL10667.71
ESR-2615
B. SOFFITS
Alside
Solid and Vented Soffit
FL15272.1 - FL15272,2
+70.01-70.0 psf
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KST260
FI-11724415
ESR-3455
MST60
FL10852.7
ESR-2105
C. OTHER
LSTA12
FL17244.18
ESR-3455
LSTA12
FL10852.4
ESR-2105
LSTA15
FL17244.18
ESR-3455
LSTA15
FL10852.4
ESR-2105
LSTA18
FL17244.18
ESR-3455
LSTA18
FL10862.4
ESR-2105
4. ROOFING PRODUCTS
LSTA24
FL17244.18
ESR-3455
LSTA24
FL10852.4
ESR-21 05
A. ASPHALTSHINGUES
GAF
3 Tab, Dimensional
FL10124.1
N/A
LSTA30
FL17244.18
ESR-3455
LSTA30
FL10852.4
ESR-2105
B. UNDERLAYMENTS
Tamko
151b Felt Underlayment
FL12328.6
NIA
LSTA36
FL17244.18
ESR-3455
LSTA36
FL1 D852.5
ESR-2105
C. ROOFING FASTENERS
NOT USED
LTS19
FL17219.2
ER-0200
LTT19
FLI 1496 3
ER-130
D. ROOFVENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
LTS20B
FL17219.2
ER-0200
LTT20B
FL11496.3
ER-130
Florida Metal Products, Inc
VentRV10
FL21580.3
NIA
LTTI31
FL17219.2
ER-0200
LTT131
FL11496.3
ER-130
Lomanco, Inc
DA-4 Exahust Vent
FL17202.1
NIA
LTW12
FL17244.8
ESR-3455
LTS12
FL10456.29
ESR-2613
E. ROOFING TILES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
NIA
LUGT2
FL17240.2
ESR�3447
LGT2
FL1 1470.7
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 GulfLok 16" wide roof panel
FLI1651.2 R3
NIA
MP34
FL17244.23
ESR-3455
A34
FL1044&3
ESR-2606
MP4F
FL17244.24
ESR-3455
LTP4
-FLID446.19
ESR-26D6
S. SHUTTERS
MP5
FL17244.22
EBR-3455
LS50
FL10446.16
ESR-2606
A. STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL15076.1 - FL15076.2
NIA
MPH3516
FL17240.3
ESR-3447
WM1416
FIL10667.86
ESR-2615
All American Shutters & Glass
Galvanized Steel Storm Panels
FL17869.1
NIA
MSTA12
FL17244.18
ESR-3455
MSTA12
F1.10852.8
_____ESR-2105
6. STRUCTURAL
MSTA15
FL17244.18
ESR-3455
MSTA15
FL10862.8
ESR-2105
COMPONENTS
MSTA18
FL17244.18
ESR-3455
MSTA18
FL10852.9
ESR-2105
A. WOOD CONNECTORS/
USP Structural Conn.
see chart
MSTA24
FL17244.18
ESR-3455
MSTA24
FL10852.9
ESR-21 05
ANCHORS
Simpson Strong -Tie
see chart
MSTA36
FL17244.18
ESR-3455
MSTA36
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
FL10862.11
ESR-2105
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
MST052
FL17244.26
ESR-3455
MST052
FL10852.11
ESR-2105
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527-1 - FL6527.5
NIA
MTW12
FL17244.8
ESR-3455
MTS12
FL10456.33
ESR-2613
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
FL158.1
N/A
MTW15
FL17244.8
ESR-3465
MT816
FL10456.34
ESR-2613
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774
NIA
MIW18
FL17244.8
ESR-3455
MTSIS
FL10456.35
ESR-2613
MTW20
FL17244.8
ESR-3456
MT820
FL10456,36
ESR-2613
MUGT15
FL17240.5
EBR-3447
MGT
FL1 1470.9
SIM200803
NFM35X12
FL578.2
Evaluation Report
MBHA3.56/11.25
FL13904.6
ESR-2616
NFM35X16U
FL578.3
Evaluation Report
MBRA3.56/16
FL139D4.6
ESR-2616
PAU44
FL17239.13
ESR-3449
HDU2-SDS2.5
FL10441.4
ESR-2330
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the
jobsite; 1) copy of the product approval, 2) the 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 If approval cannot be demonstrated during inspection.
PAU66
FL17239.13
ESR-3449
GLTV3.516
FL10667.8
ESR-261 5
PHD2A
FL17219.3
ER-0200
FGTR
FLI 1473.2
SIM200802
PHXU3516
FL17241.20
ESR-3444
CS18
FL10852.1
ESR-2105
RFUS
FL6223.5
Evaluation Report
H1
FL10456.6
ESR-2613
RS150
FL17244.27
ESR-3455
H10
FL10456.6
ESR-2613
RT15
FL17236.3
ESR-3448
H10-2
FLIG466.7
ESR-2613
RT1 6-2
FL17236.2
ESR-3448
H10A
FL1 0456.6
ESR-2613
RT16A
FL17236.2
ESR-3448
H3
FL10456.13
ESR-2613
RT3A
FL1723&3
EBR-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
FL10456.11
ESR-2613
RT7
FL17236.3
ESR-3448
H2.5A
FL1 0456.12
ESR-2613
RT7A
FL17236.3
ESR-3448
H8
FL1 1470.3
SIM2OD803
RT8A
FL17236.3
ESR-3448
Spi
FL10456.41
ESR-2613
SPT22
FL17244.30
ESR-3455
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FL10456.42
ESR-2613
SPT24
FL17244.31
EBR-3455
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FL.10456.43
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FL17244.32
EBR-3455
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FL1 0456.47
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FL17244.32
ESR-3455
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FL10456,48
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ESR-3455
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FLID655.141
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ESR-3445
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ESR-3445
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SIM200802
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FL17232.17
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FL11473.19
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Florida Department of Business & Professional Regulation
Florida Department of Business & Professional Regulation
Building Codes and Standards
Page i
Building Codes and Standards
Building Codes and Standards
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Florida Departinent of Business & Professional Regulation
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Product Approval Application Detail
115)2DI8
Product Approval Application Detail
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Building Codes and Standards
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FL#20461-R2
FL120"14U
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Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P-E
1011WM17 0711212017 1011812017 12/1212017
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Theona-Tru Corporation
Rick Wright Lyndon F. Schmidt P.E. Ryon J. King, P.E.
10/15n017 07/12/ZD17 10118/2017
12112r2017
Approved
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Tharma-Tru Corporation
Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E.
10115/2017 0711212017 101IS120`17 121122017
Approved
version
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Category: Exterior Doom
(419)298,1740 PE-43409 (813) 767-6555
Category: Extenor D"
(419) 298-1740 PE-43409 (813) 787-8555
Cahl Exterior Doom
(419) 298-1740 PF43409 (813) 767-6555
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Therma-Tru
Lyndon F. Sclimidt, P_E_
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2017
Corporation
Category: Exterior Doom
Rick Wright Ryan J. King, P.E.
(419) 2WI740 PE434M (813) 767-6555
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Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E.
1211312017 12/1312017 120/2017
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Revision 2017
The—Tru Corporation
Category: Exterior Doom
Rick Wright Lyndon F. Schmidt. P.E. Ryan J. King, P.E.
(419) 29B-1740 PE-4309 (813) 787-6555
121=017 12J1312017 1212112017
Peredirg FBC Approval
Revision 2017
Th.—Tru Corporation
Category: Exterior Doors
Rick Wright Lyndon F. Schmidt P.E_ Ryan J_ King, P.E_
(419) 298-1740 PE1,3409 767-6665
12J1312017 12113)2017 12/21/2017 Pending FBCApp..l
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ridm@mbidgconsultants.
Subcategory: Swinging Exterior Door Assemblies
(813)
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Revision 2017
Therms-Tru Corporation
Rld, Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E.
12113=17 12/13J2017 12121=17 ding FBC App,
Subcategory: Swinging Exterior Dow Amerribil"
dolov@mbidgconsuitants.
Compliance Method: Evaluation Report from a
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Composite Edge I'llberglasn; Single Door
1100 0
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Composite Edge FlIbarglass Single Door
Search Cr1i
Search Crit,
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Z
Florida Department of Business & Professional Regulation Page I of 1
Florida Department of Business & Professional Regulation Pap 1 of I
Building Codes and Standards 115=18
Building Codes and Standards 1/5=18
Product Approval Application Detail
Product Approval Application Detail
Florida Department of Business & Professional Regulation
Papolorl
Florida Departmeant of Business & Professional Regulation
paw 1 Of I
Building Codes and Standards
115=8
Building Codes and Standards
116=18
FL#1522&Ra
FL#152254U
Product Approval Application Detail
Product Approval Application Dertall
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code
Entity or
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Revision 2017
Thema-Tru Corporation
Rick Wright National A .. dhsbon & Ryan J. King, P.E.
12/20M17 0=1J2017 1212212017
Approved
Revision 2017
Therma-Tru Corporation
Rick Wright National Accreditation & Ryan J. King, P.E.
12/2=017 09/212017
1=ZD17
Approved
FL#15332-R4
Cabogwy: Exterior Doom
(419)296-1740 Management Institute (813) 767-6555
Cmagiory: Exterior Doom
(419)298-1740 Management Institute (813) 767-6555
Code
Entity or
Data Data Data P90001,111 Dals,
Cod.
E"Ifty,
21111 Date DO, P,,K- Date
SubCatogrey: Swinging Estarior Door Assemblies
rIckw&wbidgconsulbets,
Subcategory: Swinging Exterior Door Assemblies
ridmCmbIrIgoonsuftents.
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Compliance Method: Cerfification Mark or Usting
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com
R-isirm 2017
MI Windows and Doom
Brant sitinger Luis Roberto Lomas Stvem M. Unch, PE
01i Ml 112017 0611512017 10/1012017
Approved
Revision 2017
MI Windows and Dows
Brant Sitlinger Luis Roberto Lomas Steven M. Ulrich, PE
08113=7 08flIM17 0811512017 10/10M17 Approved
FL#i622&R4 Products
FLX1522541APd-4.
Category: Exterior Doom
(717) 365-3300 PE-U514 (717) 317-8454
Cphs": Exterior Doom
(7M 365-3300 PE-62514 (717) 317-8464
Subcategory: Sliding Exterior Dow Assemblies
bsitingerCm1wrl.com
Subcategory: Viding Exterior Dow Assearl
beklingerCadwrl.com
Quality Anuranc,
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WA
Professional Engineer
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and without Sidelibes. Inswing and Outswing
Therma-Truliquot;
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SERIES 420 ALUMINUM SGD REINFORCED OXO 12131r2018
No Y" No
WA
4
SERIES 420 ALUMINUM SGD REINFORCED
SERIES 420 ALUMINUM SGD REINFORCED OX, I2/3iJ20i8
No Yea, No WA
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XO, XX 96"xN":
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Florida Department of Business & Professional Regulation
Pag, 1 of i
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page I or 1
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1,5=18
Building Codes and Standards
Page I oil
115=18
Building Codes and Standards
115=18
Building Codes and Standards
11512018
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application DertaH
FLi"52794U
FUM
FL#153324R4
FLO133U-R4
Code
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Clopay Building Products Company
Mark Westerfield Interfekrealing Services NA, Gary Plushler
11rAM17 OW1012017 12/=2D17
Approved
R"Isin 2017
C" Building Products Company
Mark Westerfield Intertak Testing Services Kk, Gary Mushier
11 rAm 17 08/10/2017 112K02017 Approved
Review 2017
Ml Window and Doom
Brantsillg., Luis Robarto Lomas Steven M. Udch, PE
=13/2017 01V11/2017 08/1612017 101ID2017
Approved
R.Visin 2D17
MI Windows and Doom
BrentSItlinger Luis Roberto Lomas Steven M. Udch, PE
OW13r2017 Dart 112017 08/1612017
10/10=17
Approved
Category: FWedor Doom
(513) 770-6062 Inc. (513) 519-6566
Cateporr. Exterior Doom
(513) 770-60M Inc. (513) 519-6%6
Cstal Exterior Doom
(717) 365-3300 PE-62514 (?M 317-8454
Catagwy; Extedor Doom
(717) 365-3300 PE-82514 VM 317-6454
Subcategory: Sectional Ebeflor Door Avawnbller.
mwesterfieldeclopay.own
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SubCasagory: Sliding Exterior Dow Assemblies
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bafflingeram1wri.com
Compliance Method: Certification Medi or Listing
Compliance Motheod: Carfilkation Mark or Listing
Compliance Malfrod: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Compliance Method: Evskuldlen Report from a
Florida Registered Architect or a Licensed Florida
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SERIES 420 ALUMINUM SGD OXO 1213V2018
No yes No
NIA
2
SERIES 420 ALUMINUM SGD
SERIES 420 ALUMINUM SGO OX, XO. XX 1213112018
No Yos
No
N/A
ED6S,ED5SV
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98"x60" NON -REINFORCED
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Florida Department of Business & Professional Regulation
Pap I of I
Florida Department of Business & Professional Regulation
Pap I of 1
Florida Department of Business Professional Regulation
Pag. 1 oil
Florida Department of Business & Professional Regulation
Pam 1 of I
Building Codes and Standards
115=18
Building Codes and Standards
1/542018
Building Codes and Standards
115mia
Building Codes and Standards
115=18
as
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
FL#16332-R4
FL#251,R29
FL#11111374V
FLAIT499-R2
Entity or
2111ill, 20 Data P-11- 20
22612
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MI Windows and Dows
Brant SMInger Luis Roberto Lomas Steven M. Unch, PE
Wi=017 08111/2017 0811512017 10110/2017
Approved
R.W. 2DII
PGT industries
Dean Ruark Miaml-Dexle BCCO - CER Mlamnl�Ded. 8=0 -VAL
12r-10IM17 1112&2017
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IV=2017 1=612017 1210&M17
Approved
Rewsion 2017
M! Windows and Doom
Brant SK&�pr American Architectural Steven M_ Urich. PE
11=9=117 12f13/2017 Varfidex!
Category: Exterior Doom
(717) 365-33DO PE-62514 (717) 317-8454
Category: Extdr Doom
(94i),48ii-010D (788) 315-2590
Category: Exterior Dec.
(641) 494-2844 (305) 868-4707
Cateagoly: Windows
(7M 385-33W Manufacturers Association (717) 317-8454
S.bC.f.g.y: Sliding Extaror DowAssemblis.
bafflingeranifed.com
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druarkigipgtindustrin.com
SubCol Exterfor Door Components
dervadedlo@aeuseembly.co
Subcategory: Single Hung
bettin"milvd.com
Compliance Method; Evaluation Report from a
Conselleance Mhdmd: Certification Mark or Listing
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Compliance Modi Certification Mark or Usirl"
Florida Registered Architect or a I-censed Florida
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(941) 486-0100 (788) 3`15-251)(1
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FLMY"04tB Products
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druarklapgtindu3tries.com
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James Hardie Building Products, Inc.
Pirgharig Zhu Ronald 1. Ogma John Southard. P.E.
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Jameas Hardie Building Products, hic.
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category: Windows
(717) 305-3300 PE-62514 (717)317-8454
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(941),486-0i0l) (786) 315-2590
category: Panel Wells
(Wgi 349-2927 PE-24121 (352) 367-2526
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(909) 349-2927 PE-24121 (352) 367-2526
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bafteigerCrin1wd.com
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Revision 2017 Jams Hardie Building Products, Inc.
Pingshang Zhu
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category: Panel Wells
(909) 349-2927
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(330) 922-2389 PE43409 (813) 76U666 Calagoi Roofing
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FL0169184R2
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Metals Company (TAMCO)
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Florida Metal Products, Inc.
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(904) 783-84DO OBUCK Engineering P-E.
PE-31242 MI) 414-7557
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Pingshang Zhu Ronald 1. Ogawa John Southard, P.E.
08/25=17 OW09=17 08=120117
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(80) 766-3411 PE-59166 (054) 772-8224
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10/10/2017 IOMO/2017 1011712017 1211 V2017 Approved Revision 2017 L.V. Thompson, Inc, dba Thompson Ancliftectural Tony Christmen Zachary R. Print Locke Bowden
Metals Company (TAMCO) (813) 248-3456 PE-74021 (334) 300-1800
Category: Roofing tonylifilometalroefing.cem
Subcategory: Roofing Accessories that am an
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Compliance Method: Evaluation Report from a
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Revision 2017 Boral Roofing I Monioft:ftfile Thomas Jamantaft LAMO uniform Evaluation Gary W. Walker 10/1812017 1010SM17 10121=17 Approved Revision ZOV Global Protection Products, LLC. Tim Robinson Walter A� TOR Jr., P.E. John W. Kasialmich, PE 09/0012017 08131/2017 D911 1/2017 12112/2017 Approved Ra,,IsIn 2017 Global Protection Products, LLC. Tim Robinson Well Tillit J,, P.E. John W. Knessevirih, PE 09/0&2017 085U20`17 0911112017 1?J1212017 Approved Festal.. 2017 All American Shutters and Glass Mike Barbieri Frank L. Homiletic, RE Troy Bishop, P.E. 1020=17 RsApply CU 0 >
Cabnory: Roofing (602) 269-2288 Services LLC. (205) 854-0160 On"ary: Shutters (954) 680�7545 PE-44167 (954) 772-6224 Category: sh.thus (954) 689-7W PE-44167 (954) 772-6224 Category: Shutters (581) 712-9882 PE-004660 (054) 947-MO -0 E cl) 0
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Search Criteria
Florida Department Of Business & Professional Regulation page I or 1 Florida Department of Business & Professional Regulation P.Pial Florida Department of Business & Professional Regulation P.P101 Florida Department of Business & Professional Regulation Pop 1 Of I
Building Codes and Standards 115=18 Building Codes and Standards 1/512018 Building Codes and Standards 115=18 Building Codes and Standards 1156!018
Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail
FL#1999-RO "Owns FILItteel"IL FL10199MG
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Rsvi%t- 2017 rIW Building Components Group Inte, Stuart Lewis ICC Evaluation Samice, LILC Wiliam M. Remark PE 09119=17 09107/2017 Ogal/2017 Approved Revision 2017 ITW Building Components Group Inc. Stuart Lewis ICC Evaluation Service, LLC Willem M. Ranieri, PE 09119MO17 090=2017 DB/2112017 Approved Remiskin 2017 ITW Building Components Group Inc, Stuart Lewis ICO Evaluation 13sasks, LLC Willem M. Rerierl, PE 09/19/2017 0910712017 D12112017 Approved Rai,'.. 2017 ITIV Building Components Group Inc. Swart Lewis ]CC Evaluation SmIce, LLC Wiliam M. Ranieri, PE 09MI112017 091072D17 09/21/2017 Approved
Category: Structural Components (64-7) 91"473 (407) 681-1917 Category: Structural Components (847) 918-6473 (407) 681-1917 Category: Structural Components (847) 91 &45473 (407) 881-1917 Cortagorif: Structural Components (847) 918-6473 (407) 68i-19V
SubCatog"! Truss Plows slawl5(italpelefthiLoom Subcategory: Truss Pletas slewlstielpineft.opm Subcategory: Truss Plate, slowitsQuipmeths-rh SubCallegoey: Twas Pawls slosedocialp(rusibe.com
Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a
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Revision 2017 MiTek Industries, Inc. David Wait [CC Evaluation Bowles, LLC ]CC Evaluation Somice, 10119/2017 1011WM17 10122RO17 Approved Revision 20117 Mrnik Irowstries, In. David Wert ICO Evaluation SomIce, LLC ICC Evakiwition Service. 10119/2017 10119=17 10/2212017 Approsed Rests. 2017 MIT@k Industries, Inc. David Wert [CC Evaluation Service, LLC ICC Evaluation Service, IOIIM017 10119=17 10122=17 Approved Revision 2017 MrT*k fitcludeles, km David Wert [CC Evaluation Service, LLC [CC Evaluation Service, I(VISM017 101192017 lQr2=17 Approved
Category: Structural Components (314) 851-7480 LLC. Category: Structural Components (314) $51-7480 LLC. Category: Sbuctural Components (314) 651-7480 LLC. CateM, Structural Components (314)851-7480 Luc.
Subcategory: Truss Plate. dwartlili.r.... (205)5W9800 Subcategory: Truss Plebes dwartilimll.com (206) 69"M Subcategory: Truss Notes dwarti%imll.corn (205) 5W980C SubCollogm: Truss Plain dwert@mLoom (205) 590-98N
Compliance Method: Evaluation Report from a compliance Metitod: Evaluation Report from a Conipilance Method: Evaluation Report from a Compliance Motriod; Evaluation Report from a
Product Evaluation Entity Product Evaluation Entity Product Evaluation Entity Product Evaluation Entity
FL#21974t6 Pitaducts, F1.021197-10 Products FL#21974" P FLA21974W Prod CIO
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Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail co
FIM197-RS Code Enm Dow 292 Dot, Ponallm RM1 19.0111127-M 92ft Entity 281 Do" Does Petallm Data FLM274U 22a Erdltv Date DON Do" Pwdl- 201- FLM2T4t$ code Fiftlity 21111ft 20 Dolle P000ffiris 20
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Revision 2017 MiTak Industries, Inc. David Wort [CC Evaluation Service, LLC ICO Evaluation Service, 10/19=17 ivig=17 10122/2017 Approved Revision 2017 Weyerhaeuser Rob Bakholn ICO Evaluation Servicit. LLC James A. Rothman, P.E. 061=017 06120V2017 07AM017 Approved Revision 2017 Weyerhaeuser Rob Baldwin [CC Evaluation Samlos, LLC James A. Rothman, P.E. 061=017 OW2012017 07/0312017 Approved Review 2017 Weyerhaeuser Rob Boldefin [CC Evaluation Service, LLO James A. Rothman, P.E. 067=017 0620=17 07103=7 Approved
Category: Structural Components (314) 851-7480 LLC. Category: Structural Components (253) 924-6476 (808) 839-1344 Cotagary: Structural Components (253) 924-6478 (608) 839-1344 Category: Structural Components (253) 924,6476 (608) $39-1344
Subcategory: Tnuste Plain dwerttil.h.w. (205) 599-MM SutsCotogorlr: rngirioered Lumber RcibeiruB.Idetrifillsvoyarria SubCategory: Engineered Umber RobartBalkiwintiliviveyoulta SubCallogtowy: Engineered Lumber RobartBakiwirvilliwayerha
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Type version Manufacturer Entalwitr & Li.. Validated ft V.11clstod Submitted FEC Approval Approved status LM version Memullikew Entalrepor & Licterees Validated By Valklated Submitted FOC Ateirwal Awrowed it" Type Voisin. Manufacture contort Ermin ... & u-no Valklartod By Validated Submitted FBC Approval Approved Status Purlins war 15/32": Plywood -i5l.7PSF >
Revision 207 19 26 Ga. GuIFBR Min 26 Ga+ GulfPBR wer 15/32" Plywood 04/12/2024 yes yes N/A �N/At
Weyerhaeuser Rob Baldwin 100 Evaluation Semloe, LLC James A. Rothman, RE, 06r2=017 0612012017 07/0312017 Approved Revision 2017 Weyerhaeuser Rob Baldwin ICC Essluallon SoNloo, LLC James A. Rothman, P.P. 06=2017 OW2012017 07/03=17 Approved Rwism 2017 Gulf C.sat Supply It M.rirfiictun�q, L I.C. Eng David Daniel& Kuhn L.ka Bowdon P.E. lailmol? i(II(IM17 10117f2017 112112r2017 Appro-d -154,7PSF
Category: Structural Components (253) 924-6476 (608) 839-1344 Category: Structural Components (253) 924-6476 (608) 839-1344 Category: Roofing l35ZI 498-0778 PE-75519 (334) 300-1800 20 26 Ga. GuIPBR Min 26 Ga. GuIPSR over 1x4Wood Pudins wer 002/2024 No yes N/A -N/A/ 0
SubCadegM: Engineered Lumber RoboruBakfailra"yerho SubCspogwy: Engineered Lurriber RoberuSaldwinlilweyerho Subcategory: Metal Rooling info@gulft-laupply-com 15/32" Plywood -151.7psr
Compliance Method: Evaluation Report from a eutser.com Corriptience Method! Evoluidw Report from a ouw..m Compliance Method: Evaluation Report from a 21 26 Ga. G.IfRb, Mn 26 Ga. GulfRib over 10 Wood Purlins wer 04/12/2024 No Yes N/A -N/A/
Product Evaluation Err" Product Evaluation Entity Florida Registered Architect or a Licensed Florda 15/32": Plywood -164 2PSF Oea
Professional Engineer 22 26 Ga. GulfRtb Min 26 Ga. GulfRib war 15/32" Plywood 04112=24 N. yes NIA -N/Al
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Quality Assurance Approved fw us, Asomoved fair thes hapipet DW- Qualltv Assurance Impact Dow- Cz
-159.2PSF
Product Model. Number or Nam Product Descriodort Contract Expiration Date In HVHZ Quiskis H Res prossams AN1 Product Model, Number or Nam Product Disecrictim Cordract Expiration ode In HVHZ outside HVHZ Roolstont pressure Quality Assura- Approvid for Us. Approved for Use Impact Design 24 26 Ga. GulfR!b Min 26 Ga. GuIfRIb over 1x4 Wood Purfirs over 04/1212024 Yes Yes NIA �N/A/ <
4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03131f2019 NO Yee NIA NIA 5 W."ittee-, Fain Board Oriented Strand Board Rim Board 0"1/2019 No yout NIA WA Sea 0 Product Model, Number or Name Product CuscrItiflo Contract Expiration Date 1. HVHZ Outside Resistant Pressure 15/32" Ptywood -164.2PSF
board Rim Board 1 0 032"uot; Aluminum 5V Crimp Min 0,032&quDt; 5 V Crimp Aluminum Root Panel W12P024 No yes NIA NW 25 29 Ga. GulfRih Min 29 Ga. GulfRib ever 1x4 Wood Purlins war 0411212024 No Yes N/A -NIA/
wer IM2&quoi,: Plywood .108.5psF 15132" Plywood -123.5PSF
2 0.032&qaot; Aluminum Gulf Lok Min 0.032": Xurrinum Gulf Lok 168quot, Wift 04112M24 No yee N/A 'NIAI 26 29 Ga. GuIfRib Min 29 Ga. GulfRib over 15/32" Plywood 04/1212024 No yes NIA -N/A/
search Criteria Roof Panel over 15/328,quot; Plywood .110.0PS' -146CPSF =3
3 1 Ujuo; 24ga. Gulf Snap 1 9quot: Gulf Snap 24 Ga. 17&cpuc(; wide Roof Panel M2y2024 Yes yes NIA -NW.-131 CPS 27 29 Ga. GulfRib Min 29 Ga. GuIfRlb wor 10 Wood Purims war 04/12f2O24 No Yes N/A -N/A/
--t Firm- 7,46" O�S.B� -101.OPSF
4 Uoticit; 24g..Vsra.L.c 24g. 1 8,5&q.u; Wide Roof Penn 04/12/2024 yes Yes NiA tNW 28 29 Go GuIfRlb Min 29 Ga. Gu[fR!b wer 7/16": O.S.B. 0411212024 No Yes N/A -N/A/ -0
we, 15fj2": Plywood -lXr5P$F -116APSF 0
5 1&qvot: Versal.w.0,124uct; Aluminum Is qu ot: Vereal-oc min .032": Aduminum war 04/1Z12024 Yes Yes NkA +NiAl
154�2&'U.t: Plywood -101.OPSF
24g.- G. fSrap 5&q.ot; Gulf Sna p 24gs. 1 G&qut: Wide Roof 04/12/2024 yes Yee NIA 'NI.Aj
Pauncl over 15132&qut: Plywood -116.OPSF Search Whirls
7 1.54,quot; 249a. Versal." 1.5aq uct Vorsal.w min 24ga. 16": %vide Root OV112024 yes Yes NA -NIAJ
P ... I over 15)32&quu; Plywood -123.5PSF Cod. Version; 2017 FLAP. 11651
a 2": 24go. Megal-oc Min 24 Ga. 2&qud; MeggLoc 18&q,,t; wide Roof 041-1212024 No Yee NA �Nw Application Type: ALL Product Manufacturer. ALL CD
Panel - 151321,oud; Plys-d -108.SPSF Category: ALL Sub-degory: ALL
9 24 Go Gulf UK Min 24 Ga. Gulf Lok 1 6" WiO worr 1 51328iquot; U4112(2024 No Yes NIA -N1X-96.7nF Application Status: ALL Compilance Method: ALL U)
ply.o.'i Quality Assurance Entity Contract Expired: ALL Product Model, Number or Narw� ALL
Florida Department of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation Pop 1 of 1 10 24 Ga. Gu If Seam Min 24 Ga, Gulf Seam 1 89qu x Wde Root Panel 0111121'2024 No Yes NIA -NW-93.5P8F CIO
me 1.4 Wood P.rfra -a, 151226guct; Ply,-d Product Description: ALL Approved for use In HVHZ: ALL
Building Codes and Standards 116mia Building Codes and Standards 115=18 11 24 Ga. Gu If Seem Mm'24 Go, Oulfatann, 1 314ii,quis, Snap Lock. 04112,2024 No yes NJA NIAI Approved for use outside WHZ: ALL Impact Resistant; ALL
1 8" VVIde Roof Panel over i SG2&qu,t: Pip-ed -108.5psp Design Pressure: ALL Date From: ALL
Product Approval Application Detail Product Approval Application Detail 12 26 Ga. 5V Camp Min 26 Ga 5V Crimp Roof Pan,4 over 15t328qua: 040212824 Yes Yes WA -NIAI Date To: ALL
ply-c, -I5S-5PSF
13 20 Go. 5V C-p Min 26 Go 5V Crimp -a, 15,32&q-t: Plywood 04112(2024 No Yee NIA +N/A/.131,PSF Lij
FiLl"58-R10 FIL01774-RA 14 21 Ga. 5V Crimp Min 26 Ga. SV Crimp Roof Panel over 1x4 Wood 04/12nG24 No Yee NIA �NIAJ
Purlms over 16132&qvot: Plywood i5(L6P$F
code Early 2E Dow Data Dot. pendim 040 Cod$ Enw Date, DOW Daft Piandino 20 15 26 Ga. Gulf Lok Min 26 Go Gulf Lok l6liquol; Wide Roar Panel -er 041112/2024 Yes Yes NIA �N/Al
hm version Manufacturer contill Enslaver & License, Valklabail Submitted FVIC Alroproval Awroved Amat version Van Enotwor & Utilities Validated By Validated Submitted FBC Alopronval Aconorned 15132": Plysood Asl.Opsr
Revision 2017 CAST-CRETE LIS& I.c. Craig Parrim Miaml-Dad. BCC0 - CER Miaml-DadeBCC0-VAI- 11/1412017 10118M17 11121/2017 Approved Revision 2017 Commercial Concrete Productojl Robert Giffis THUY H. KUYNH John Hoy 10/1142017 ID113r2017 10/2612017 12112/2017 Approved 16 26 Ga. Gu If Lok Min 26 Go, Gulf -Dk 16": Wide Roof Pantl over 04112/2024 NO Yes N/A WAI 5..5P8F z
Category: Struritural Components (813) 621-4641 (786) 315-2590 Category; Structural Components (813) 1159�3707 PE-e0122 (352) 58SWI 1 15,32": Plywood
Subcategory: Products Introduced as a Result of tipordwitli-tonit.- Subcategory! Products introduced as a Result of procastgatorayahoo.corn 17 26 Ga. GuIPBR Min 26 Ga. Gulf PBR Roof Panel over 15,i32&qqct; 0411V2024 No Y05 NA �N/A/
New Technology New Technology plyar-d .154.7PSF z
Compliance Method: Certification Mark or Liming Compliance Method: Evolustlon Report from a
Florida Registered Architect or a Licensed Florida
FL#15"10 Products Professional Engliteer
Oualltv Asiouni Approined for Use Asonoved for Use Insoact Dookari FUITUAS Prod
9291 Product Model. Number or Nam Product Descriallm Contract Expiration Daft In 0,W& H Resistant Proostim
I High Strength Concrete Lint.1a 4, 6, 8. and 12 Inch wide Ifteels 09111MO18 Yee Yee NIA WA Quash, Assurance Abooroved for use Aciproved for U" Innoted lossion
A291 Product Model. Number or Nam ProductDoscirrotion Colythad ExplredfM DOW In outside Restate Proessime
Search criteria I Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintals 05125f2a24 NO Yee N/A N/A SHEET NO.
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