HomeMy WebLinkAboutBuilding PlansREVISIONSI DAT
WINININNINIFE
MININININININ
6
: - - ;R - _3
E)ES GN CR TEfR A
Court
uilbine Department
Wind �)esior Criteria
Wind Reeler Method
Roopire Material
Loading in R5F
Top rho rd I i ��e
Top Chord Dead
ottom Chord Live
bottom Chord Dead
TOTAL Load
Duration Factor
ljirb 510eed
Top Chorb C.5,
5ottom Chord C.,
i4!ehe5t bean i-leleht
uilding Type
uIlbir!2 Category
Exposure Catec
5arrier isiaTnd - -
Occupancy Type
Construction Type
Level of Alteration
ST. I 11/1-i=
ST. LUCIE COUNTY
A6CE 1=2010
Main Wind Force Resist ire
6H IN LE
Roof
2O
15
10 Nor - Corc
10
.45
1.25
110mph (3 S CONE) U5T5)
I
Sheeting b� builder.
5heetirg by builber.
NCL05[)
II:Nor Restrictive
C
No
R3
5-
N/A
TO 5UIL� 1-STORY C55 51NGLE F41"11ILY R'SI� NC
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43 FLOOF,, fL=AN
AMA
DfRAW NG 5CI4EIDL LE
R00 /TRU65 FLAN
5UILIDING SECTIONS
Mli2 Oo�p�
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
B ,qo
`I Y
LL
WNSTOa-A-L+4-MOPPIED
Date: is
Scale:
As',smom
DEC l 0 201
Drawn:
' To
Nrmiftifty ®efiamment
WALL SECIFIONS/ E)T A I L= S St, �HEi@ 0H
Al
L CTRIC ! ! AN/ FLUM INS FILIE COP
GENERAL NOTES: CONCRETE
CONCRETE SHALL BE NORMAL UEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE. ALL CONCRETE SHALL NAVE
A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS CURED FROM DATE OF POUR AS FOLLOWS
FOUNDATIONS 2,500 PSI
SLABS -ON -GRADE._.._. 3000 PSI
BEAMS 4 COLUMNS 3,000 PSI
LINTELS/ALL OTHER CONCRETE- 3000 PSI
ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONF-ORMINCs TO ASTM A615 GRADE 60.
ALL UELDED WIRE FABRIC SHALL COHFORT1 TO A61M AT AU35 AND SHALL BE LAPPED ONE PULL MESH PANEL
PLUS 2 INCHES AT SIDES AND ENDS! AND WIRED TOGETHER.
CALCUIM CHLORIDE SHALL NOT BE ALLOWED AS AN ADMIXTURE':.
ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHIBITED.
ALL CONCRETE WOW SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF: AC-1 315 AND ACI 30L
THE MINIMUM CONCRETE COVER TO REBNFORCING SHALL BE AS FOLLOWS:
SLABS ON VAPOR BARRIER — 3"
BEAMS AND COLUMNS 1-1/2"
FORMED CONCRETE BELOW GRADE - 2"
UNIFORM CONCRETE BELOW GRADE - 3"
ALL CONCRETE FLAT WOW, TO TERMITE TREATED
TILE ON CEMENT BOARD
ON INTERIOR OR EXTERIOR WALL
TILE ON SLAB
I 5UNK N 5NOWER DETAIL
AZ SCALE' 3/4' " 1'-0"
BARS) AS REQUIRED BY UPLIFT T:
T.OB.
T.
POURED CELL WA B5 BAR
• CONTRIOUS FROM BEAM
TO FOOTING
(SEE FLOOR PLAN FOR STEP DOUAN DETAIL LOCATIONS
PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL)
r>=T A i I 4@ L 1= Ir"-rUT ("L4 ANr--;=
NTS
-•5 BAR(S) AS REQUIRED BY UPLIFT TABLE
GIRDER TRUSS 7 11.31-311 TAB.
CONNECTED TO �
ANCS: 'e: 'A: G 'A
MASONRY WALL "A• 'o. . 'A. 'A.
5/HOR(4 WEDGE.
r� I•':"•I
MIN. EMBED) I I
51-411 T.
POURED O/I 5 BAR
(•' ; CONTINUOUSUS FROM
ROM BEAM
TO FOOTNG
(SEE FLOOR PLAN FOR STEP DOWN DETAIL LOCATIONS
PLACE VERTICALS PER T Y PICAL STEP DO'I I DETAIL)
DETAIL e 5EAM HEIGHT CHANGE
MASONRY TEXTURE OVER
CONCRM BLOCK (3-COATS)
30m_v, asl. Or),!C. CURB
NITS
4'-3000 P.S.I. CCNG SLAB
FIBER MNC MESH IN GC. ON
6 MIL VAPOR BARRIER ON
HEIGHT VARIES COMPACT, POISONED SOIL
W/GARAGE SLOPE i:_11_
P � �
�I 11E11 1_I_I I I" _I I I I I
k — SEE FOUNDATION PLAN FOR
CONIC. PAD SIZE AND REINFORCEMENT
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ONr�IpN5 E{^4;Y; PLAN
SCALE. 3/1b" = 1'_0"
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS
REVISIONSI DATE
CSC~rn
SAFE LOAD — POUNDS PER LINEAR FOOT
LATERAL
TYPE
LENGTH
8U8
aFa—OB
8F12-08
8F16-0B
BF20-OB
8F24-OB
8F28-08
8F32-OB
8U8
8F8
REIN *.
CMU
8F8-1B
8F12-113
8F16-1B
SF20-18
8F24-1B
8F28-18
8F321iB
iO
2'-10" (34") PRECAST
2231
300V
7547
8974
10394
11809
1293
1642
2135
30693
7547
8974
10394
11809
3'-6" (42") PRECAST
2231
30893
6607
8054
9502
10951
1025
1024
1830
30693
7547
8974
10394
11809
0
4'-6" (54") PRECAST
1599
19ast
3753
4576
Saoo
s224592
591
1057
21893
10294
11809
4
5'-10"(70' PRECAST
1062
11051
3009
3470
339
607
1451
2622
4350
(1B
71o'
8328(2A)340
O
7'-6" (90") PRECAST
743
1017
1729
2632
$3W8985681
3191
3685
534
357
ton
n2s
2ss1
eas7(„
sa7z s424
9'-4" (112") PRECAST
554
sss
it60
ts25
28ta
33oz326
512
227
752
1245
1843
4705
6390
O
10'-6-(126") PRECAST
475
535
890
1247
2093
2777
2163
2536
284
401
178
643
1052
1533
2093
2781
3643 a
4754
13'-4"(160') PRECAST
298
471
755
1075
1428
1&M
2316
2883
217
324
109
471
755
1075
1428
1838
2316
2883
O
17'-4"(208') PRESTRESSED
NR
NR
NR
NR
NR
NR
NIR_
NR
N.R.
194
63
300
548
950
1326
1609
1849
2047
SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U—LINTELS
C
SAFE LOAD — POUNDS PER LINEAR FOOT
TYPE
LENGTH
8F8-1T
8F12-1T
8F16-IT
8F20-1T
8F24-1T
BF28-IT
8F32-IT
SF8-2T
6F12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-2T
OF32-2T
2'-10" (34") PRECAST
1972
3173
4460
5747
7034
8321
9608
1972
3173
4460
5747
7034
8321
9608
3'-6p (42 PRECAST
1169
2524
35+7
45r7
5591
6613
7636
1569
2524
3547
4569
5591
6613
7636
4'-6" (54.) PRECAST
1207
1940
2724
3508
4292
5077
5861
1207
1940
1 2724
3508 1
4292
1 5077
5861
®
5'-10"(70") PRECAST
909
1492
2093
2694
3295
3897
4498
929
1492
2093
2694
3295
3897
4498
O.
7'-6" (90") PRECAST
727 a
1021
16340
2102(11
2571(,
3039(t
3506 "
727
1166
1634
2102
2571
3039
3508
9'-4" (112") PRECAST
591
680
1133ts
14711
18111a
2152,
2494(,
591
951
1326
1705
2084
2463
2842
0
10'-6"(126")PRECAST
530
552
9141
11S5(1
1458p
17320
2007ps
530
686
1183
1526
1865
2204
2544
®
13'-4" (160' PRECAST
419 1
373
606 1
783 1
962 1
1141 14
1321 H
428
455
770
1145
1444
1718
1993
0
17'-4" (208") PRESTRESSED
187
255
404 1
520
637 1
754 a
872 1:
192
303
500
732
993
1268,ItII
1470,0a
ALL LINTEL AND BOND BEAM RiEBAR TO BE 5 UNLESS OTHERWISE NOTED
NOTE: LOTT'S CONCRETE LINTELS MAY BE SUBSTITUTED FOR CASTCRETE LINTELS
AS LONG AS THE LINTELS MEET THE GRAVITY AND UPLIFTS LOADS.
LINTEL D ,5iG;N LOAD
BEARING: 30 pef LIVE LOAD (200 pef TOP CHORD)
10 pelf DEAD LOAD (100 pef BOTTOM CHORD)
UPLIFT: 26 pef MINUS DEAD WEIGHT OF BEAM (120 PLF)
1. ALL LINTEL$ ARE 8FI6-I5/IT EXCEPT AS SHOUIN. RECESSED LINTELS
MAY BE USED FOR SPANS S V-411 (V-8" MAX. LINTEL LENGTH).
2. ALL LOADS ARE P.L.F.
3. ALL VALUES BASED ON MINIMUM 4 INCH BEARING.
4. LINTEL DEPTH MAY BE INCREASED AS NEEDED TO FIT OPENING, NO
ADDITIONAL REINF. REQ'D.
5. FMCESSED DOOR LINTELS MAY BE SUBSTITUTED FOR TYPICAL LINTEL,
® = PRE -CAST LINTEL
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MARK SIZE REINFORCEMENT REMARKS
BOTTOM BARS TOP BARS 1—
BB 81, X 8" X CONT. 1-5 CONT. PERIMETER BEAM
.It
BB 2 (2) 811 X 811 X CONT, --- I "5 CONT, PERIMETER BEAM L\LI
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NOTE. AT INTER5ECTION5 U5E 1- 05 CORNER BAR 30" LONG, EACH WAYNZ
COLUsi -I ' 6C"I E D U L E„ z
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G-1 . 8"x8" GROUTED CELL W/15 VERT. C-4 I6"x*" GROUTED CELL W/4-5 VERT, C.D
C-21 rE8"x12"GPOUTED CELL W12.5 VER:T. G-5 ® 4" X 4" SYP 02 ck
C-3 •MQ S"Aro" GROUTED CELL W/245 VERET. C-6 ® 4" X 6" SYP 02
FOOTING &C�4DUL �-
MARK SIZE (W X L) THICKNESS (T) REINFORCEMENT REMARKS WINSTON-A-LH-MODIFIED
BOTTOM BARS TOP BARS
Date: 12-m4-Is
FI i'-b11 CONT. I611 2-5 CONT, 1-05 CONT. MONOLITHIC
O Scale: AS sHOUN
1'-611 CONT, Ib" 2-5 CONT. ----- BEARING WALL
Drawn: Ts
Q I'-0 X CONT, 1211 1-5 CONT --- THICKENED EDGE
F4 Y-b" X 3'4' 1211 5 REBAR 6" O.C. EACH WAY COLUMN PAD Top
TOP AT Ib BELOW FIN. FLR
F5
31-0" X 34" 1211 5 REBAR 6" O.C. EACH WAY
1 1
FILE CO.
P.T. 2X6 SLICK ATTACHED WITH
- 3/8"xWOLEEVE ANCHOR BOLTS (1-12"EMBED) ON no CENTERS
(2AW PSI MIN CONCRETE). LL41W M MC.LODED WITH %MVE ANCHORS.
OR
I/4"x3" TAPCON SCREWS (1-12" EMBED) ON 14" CENTERS
12PMfg MNCQIC IEoR6'aNIMIC-9DBl=I- MNOD.001E310 W21110 UMTdFCM
A4C'HHI0110 MAY BE COIMERSINK (BUT NOT REQUIRED) TO PROVIDE A
FLUSH MCUOM S IRFACE. HORRONTAL JAMBS DO NOT TRANSFER LOAD.
Fj
-•5 VERTICAL (TYP.)
all CBS W.
MIN. I"x3"-
P.T. BUCK
MAX. 1/4"
WINDOW
INSULATION REVISIONS DATE
12" DRYWALL BLDCs. 1-30-20
I"X4" PIT WRAP I DEPT.
FILL 1 V4" i ��
FILL ALL HOLESL-ES
PER MANUF. SPECS
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OG BUTT JOINTS ONi. 25 GAUGE METAL iR.edG
OP AND BOROM W/
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6-8" j`'/l
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WOOD BABE 4 TRIM NILolPMB A49' DIA X I• LOW. N
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PRIOR TO SUCK INSTALLATION
APPLY A WATER Rc'ESITANT COATING (Tl W
(PER FBC RESIDENTIAL R-1M34) W a
TYP. NON -BEARING WALL DETAIL a EXTERIOR DOOR BUCK DETAIL A Fn
SCALE: N.TA
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2. FASTEN SIDES THRU JAMB 4 2x6 WITH W
114' x 412DNS 1, TAPC, 6" FROM THE TOP
4 BOTTOM 4 16" O.C. EtETUEEK A SINGLE
ROW OF FASTENERS IS ALL THAT IS rrt N I•, [�
REQUIRED.
3. FILLED CELLS ON BOTH SIDES OF
OPENINGS ONLY ONE SIDE REOUIRES '8 Q
IVERT. r
V N0W
0 O O V
FINISH BACK
OF DRYWALL x � a
DRYER VENT 21.1 Q I 04 F4 W V
RECESS
I I DRYEVENT
CJ � RECE
SIDE VI£W FRONT VIEW
DRYS=R VENT NICHE: DET,41L
NT.B.
GENERAL NOTES
01. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT
THE INSTALLATION OF ALL NEW WORK IF DISCREPANCIES ARE DISCOVERED,
DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO
THE APPROVED DOCUMENTS.
02. ALL CONSTRUCTION SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL CODES
AND APPLICABLE AMENDMENTS ( LATEST EDITION A
03, THE CONTRACTOR IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL
ANp NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION.
04, DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER WHAT
DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, UA41CW ARE
NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER
TO OBTAIN SAME.
05. INFORMATION FOR THE BASIC LAYOUT OF THIS DRAWING WAS BASED ON EXISTING OR
FIELD DIMENSIONS l F. D: A CONTRACTOR MUST VERIFY IN FIELD ( V. I. F.)
ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF
ANY DISCREPANCIES.
06. THE CONTRACTOR / OWNER ( IF OWNER BUILDER ), 18 SOLELY RESPONS15LEt FOR
THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION
WORKERS.
0'I. ALL WORK SHALL BE PREFORMED By CONTRACTORS POSSESSING VALID CERTIFICATES
OF COMPETENCY AND OCCUPATIONAL LICENSES, RECOGNIZED AND ACCEPTED BY
THE LOCAL GOVERNMENT HAVWG JURISDICTION, OR BY OWNER
08. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED
HEREWITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE
APPLICABLE BUILDING CODES AT THE TIME or THE PLANS PREPARATION. NO
WARRANTY EITHER EXPRESSED OR IMPLIED IS HEREWITH GIVEN.
05. CONTRACTOR / OWNER SHALL VERIFY ALL DIMENSIONS RELATED TO ANY PART
OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING FABRICATED MATERIALS
REQUIRED FOR CONSTRUCTION.
10. ENGINEER' S SEAL 15 FOR APPROVAL OF STRUCTURAL DESIGN ONLY.
II. ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH R308.4
12. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. (R302.31)
13. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. (R302.S2)
14. ALL TERMITE PROTECTION SHOULD COMPLY WITH R318 , PROPOSEp HOUSE IN VERY HEAVY TERMITE AREA.
15. ALL LUMBER USED SHOULD HAVE QUALITY MARKS PER R31.2
16. TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS. (RT02.4.1 AND R102.4.2J.
IN SHOWER SURROUND AREAS.
n. WEATHERING IS NEGLIGABLE.
19. GYPSUM BOARD COMPLIES WITH F5C 1023
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TRUSS
----
1010*
3400
1100
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I _ _ - _
20300
1000
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3
SIMPSON HIAA
----
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FL-10446
(WOOD)
10400
14 -0.148 X 3 1/4" NAILS TO STUDS
TRUSS TO BEAM
UP TO
4
SIMPSON LGT 2
----
1685"
1000
1100
16 -0.148 X 31/4" NAILS TO GIRDER
FL-11410
(WOOD)
1885"
ADD 2 X 4 SCAB 12" LONG
TO I PLY TRUSS- 8 -Ibd NAILS
TRUSS TO LEDGER
UP TO
O
SIMPSON HUS 26
4,0S5"
1160"
----
----
22 -0.162 NAILS TO LEDGER
FL-10655
(U)OOD)
1960"
6 - 0,162 NAILS TO TRUSS
GIRDER TO POST
UP TO
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SIMPSON CCQ44SDS2.5
19,020"
5,310"
----
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FL-11410
(WOOD)
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16-1/4" X 2 1/2 SDS TO GIRDER
TRUSS TO WALL
UP TO
1
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--
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1950
385"
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(WOOD)
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12 SDS 1/4 X 2 1/2" TO GIRDER
NOTE: ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUF.
R-20 ICYNENE 'CLASSIC MAX' INSULATION W/
NO BURN PLUS' INTUMESCENT IGNITION BARRIER FLAME SPREAD INDEX
OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX
OF 430 OR LE86 COMPLYING WITH PSC 04 EDITION (201) F£SIDENTIAL CODE, 8ECT104 1106
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LINLSS NOTE
OTHERUJISEp
3
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1211
AND TESTED PER ASTM E84 AND UL 123. �
LIvIWS SPACE SIDE
—INSULATION BAFFLE ATTACHED
BETWEEN TRUSSES
OR BUILDING
WRAP STAPLED TO FACE, TOP,
AND BOTTOM CHORD OF Tf"SES
NON-LIVMCs SPACE SIDE]
—BOTTOM CHORD OF TRUSS
I
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P*GY BACK TRIMES ATTACHED TO MAIN SPAN T1dON W/
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2X4'6 AT 24" O.O. ANCHOR TO ROOF
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TO DROP GABLE W/ SIMSPON H8, 10-10d X 1 1/2"
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(3) LAYERS OF STUCCO APPLIED --------
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TRUSS VERTICALS OF DROP GABLE END
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ZM O: 8d RING SHANK NAILS 0 4"o.c. AT EDGES.
: 8d RING SHANK NAILS 0 Vo.c. AT INTERMEDIATES.
ROOF NAILING ZONES
SI T%ON 919KT
W/ 4)1/4" DIA X
114, SIDS SCREWS TO
MTp TRUSS AND (5)
V4" DIA X 2 1/4" TITEN
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ISOLATE TRUSS RROM
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METAL PAN OF A SINGLE
LAYER OF '30 FELT.
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INTO BEAM AND (S)
10d x 1-1/2' NAILS INTO
TRUSS.
UPLIFT. 805 LBS
FI = SIC LIES OUTSIDE FACE INSIDE FACE
F2 = 200 LBS
MISSED ANCHOR DETAIL.
GENERAL NOTE5: ROOF TRU55E5
1. ROOF LAYOUTS PROVIDED ON THESE PLANS HAVE BEEN USED
sIMPSON SPS TOP AND BOTTOM
FOR STRUCTURAL AND ARCHITECTURAL DESIGN. TRUSS MANUFACTURER
1/2" DRYWALL
(6) 8d NAILS
IS RESPONSIBLE FOR THE FINAL TRUSS LAYOUT, SPANS, AND ALL
ON THE
(2) 2 X & TOP PLATE
TRUSS/HEADER ENGINEERING. CHANGES TO THIS LAYOUT THAT AFFECT
INTERIOR SIDE
2 X 8 • Vol OZ.
STRUCTURAL OR ARCHITECTURAL DESIGNS AS SHOWN ON THIS PLAN
SIMPWN MSTM 16 W/ (8) IOd AND
SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR
'CLASSIC MAXI W/
(4) V4" X 2 1/4' TAPGONS EACH SIDE
%oM" WW.AO
ENGINEER PRIOR TO THE FABRICATION OF TRUSSES.
OF 25 OR LESS AND A 614mmSMOKE-DEVELOPED INDEX
6TN EDIt Ril6
CQFLYlLilTM
2 X 8 P.T. BOTTOM PLATE
2, WOOD TRUSSES SHALL BE FABRICATED BY A LICENSED WOOD TRUSS
TE E UL 12If9D@N801C ,9ECiKN
AND TESTED PER ASTM E84 A20 UL 123.
A D TESTED
In' DIA X 6" WEDGE
ANNCAOR " 32" OL.
FABRICATOR TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH
DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA
LAYERS OF STUCCOAPPLIED
t0 (?)
TO METAL LATH, ON (2)LAYERS OF VAPOR
IN
REGISTERED PROFESSIONAL ENGINEER TRUSS DESIGN SHALL FOLLOW
Il
WJMLATK KUMV2-dNNULTOWCOX PLY11MKAMTO
THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN
SLOPED KQNEEWALL EXTERIOR SIDE
SPECIFICATIONS FOR STRESS GRADE LUMBER," AND ITS FASTENINGS BY
redFM eHaxwuL3+4"EM46'MDJ
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND
"DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD
TRUSSES," BY THE TRUSS PLATE INSTITUTE.
4� S f ®L�� T'1
!._ I D
1/� I I i i I i t 1 �'
< V W L L D !
3. THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF
®
WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF
TRU55 CONNECTION L 15T
13
HTU26
3
—_
HHUS26-2
1
HGUS26-3
SCALE: 3/4" - I'-0" THE ENGINEER AT ALL TIMES.
'' I 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN
WALL H-r I LEGEND ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE TRUSS
MANUFACTURER'S SHOP DRAWINGS.
5. ALL ENGINEERED HEADERS AND METAL CONNECTORS BETWEEN
13'-3" A,F,F MATERIALS SPECIFIED BY THE TRUSS MANUFACTURER SHALL BE SUPPLIED
BY THE TRUSS MANUFACTURER
12/-4" A FF 6. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE TRUSS LAYOUT
AND TRUSS ENGINEERING BEFORE THE START OF TRUSS MANUFACTURING.
9' - 4 " A , F , F 1, ALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED.
SEE TRUSS MANUFACTURER'S SHOP DRAWINGS.
REVISIONS) DATE
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SHINGLE ROOF (TYP.)
TOP OF TRUSS HEEL
ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT
----------------------------
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+50o i -500
5
FW 8300 PVC (PPACT)
7 X IV ARUM
CFCMi WOW MI"
5/16' LAM
3A6' x 13/4' TAFCM FL ALL HOLES
FL13010A
436281.41M
+T5o / -150
b
25 WAE PING
SIA0 PVC (IMPACT)
36' X 63'
CUSTOM WOOS SYSTEMS
5A6' LAM
3A6' x I V4' TAFCOHS, FL ALL 1400
R1 mi
+36551.338
+10o I.10o
35
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W X b3
C STOM WOOS SYSTB'S
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4100 / -100
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+100 / -100
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12' X 24'
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5A6' LAM
3A6' x 13/4' TAPLQS FLL ALL HOLES
FLIX10.4
+3128/•4W
.Fro / -T50
EXI m DOORS
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(2) 38' X S6'
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5/16' LAMA'
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d00 PVC (PPACT)
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(2) 38' X by
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38' X 63'
CUSTOM WOW SYSMS
5A6' LAM
316' x I VP TAPM, PL ALL HOLEB
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+36551.483
4100 / •vo
H 32 WW m
8b0 M (WALT)
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ROOF TRUSS ABOVE
REVISIONS
DATE
STRAP TRUSSES TO DEL 2 X 6 TRAP EACH STUD TO PLATE W/
P6 SIMPSON PLATE TIE AND NAIL
SW/
STRAP TRUSSES TO DEL 2 X 4 TRAP EACH STUD TO PLATE W/
5P4 SIMPSON PLATE TIE AND NAIL
70P PLATE W/ SIMPSON HIOA b-10d NAILS
TOP PLATE W/ SIMP6CN HIOA
W/ 6-10d NAILS
(18) 10d X I I/2" NAILS _
118)10d X 1 1/2" NAILS
a .�.�
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2"x 4" (MINIMUM) STUDS 0 12" O
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S° o''°""�"•• ,
WA/2" DRYWALL BOTH SIDES AND R-13 FOAM INSULATION
SP6 SIMPSON PLATE 71E AND NAIL
SP4 SIMPSON PLATE TIE AND NAIL W/12" DRYWALL BOTH SIDES
ATTACH TRUSSES TO
tL`�':
W/ 6-10d X 1 1/2" NAILS 2"x 6" BLOCKING (MIDPOINT)
Wl 6-10d X 1 1/2" NAILS 2"x 4" BLOCKING (MIDPOINT)
a LEDGER U1/ SIMPSON
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HANGER (SEE CONNECTOR
2x6 (P.T.) PLATE V2 DIA. x 6 WEDGE ANCHOR *32 O.G.
W/3"x3"xl/4" PLATE WASHERS AT GONG.
2x4 (P.T.) PLATE 1/2 DIA. x 6 WEDGE ANCHOR 032 O.G.
W/3"x3"xl/4" PLATE WASHERS AT CONIC.
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GLUED AND NAILED,
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FASTEN STUDS
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TOP PLATE ACCROSS
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MSTA 12 STRAP
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HEADER/CRIPPLE AT 24
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HEADER/CRIPPLE AT 24 C/
W/ 10-10d NAILS
uv Bd NAILS 4a
WITH SIMPSON
WITH SIMPSON
--�'
MSTA 12 STRAP
MSTA 12 STRAP
W/ 10-10d NAILS
FASTEN STUDS
W/ 10-10d NAILS
FASTEN STUDS
INTERIOR SIDE EXTERIOR SIDE
PROVIDE DOUBLE STUDS
TO SASE PLATE
PROVIDE DOUBLE STUDS
TO SASE PLATE
UNDER ALL SEARING WALL
WITH SIMPSON
UNDER ALL SEARING WALL
WiTH SIMPSON
HEADER OPENINGS UN.O
SP6 PLATE TIE
HEADER OPENINGS U.N.O
81=4 PLATE TIE
OPENING WIDTH
2 X 6
W/ 6-10d NAILS
2 X 4
W/ 6-10d NAILS
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TIN TAGGED ON 5/8" COX PLYWOOD
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AND TESTED PER ASTM ES4 AND UL 123.
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I X 2" P.T. NAILER ON I X 1 P.T. DRIP STRIP
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MASONRY TIDMIRE OVER -CAST LINTEL OVER OPENING
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I-III=III=III III=� III=! I =III=
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III
Date: 12-04-19
-) =III=III-III=III III III Ili CONC. PAD 812E AND REINFORCEMENT
COW- PAD SIZE AND FaEWORCEMENT
III -I (III III III (I III iI-III-III-III-III-
!
III
I'
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1=1 I=1
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I I-1 I I —III III �
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3 T-'-F i CAL FORCH SECTION
2 T-T-F I C,4L ENTRY SECT i ON
i IASONR-1 WALL SECTION
SCALE: 3/4 • 1'-0"
SCALE: 3/4 - F-0"
SI SCALE: 3/4" - I'-0"
eC
I/
Jilt"V.T.R. studor ELECTRICI4L &YMB®L6 LE(3END REVISIONS DATE
WASHER
i
i
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VERIFY LOCATION
DUPLEX RECEPTACLE
1�
JUNCTION BOX
Fy51 EXHAUST PAN
(�
220V iQCEPTACLE
ITTV
JACK
VP VAPOR PROOF
SNITCHED RECEPTACLE
-
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/
FLOOR DUPLE)( RECEPTACLE
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,
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OD DOUBLE FLOOD- SOFFIT MOUNTEDWAV
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flMll@-LF$MG IIOINI®
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WEATHERPROOF GROUND
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/
1,1
HAT W/ TFum
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WAY SWITCH
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O ELECTRICAL PANEL
FUBHBUT-rO41
AFR" rONCAPE DETECTOR
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DISCCX^NECT SWTCH
FLUOR LIGHT
WiNM b'-0.6 ASEDR�011
/NRLf/MCliLtfFNt1ST PdIYJPI
PANOL ELECTRICAL
LOAD CALCULATIONS
CIRCUIT
DESRIPTION
CIRCUIT
WATTS
REMARKS
POLE
'TAP
WIRE
1-6
LIGHT'S < RECEPTACLES
I
15
614
S,451
• 3 k SF.
S,11
RAN5E/OVEN
2
30
W
S0W
10,12
COOKTOP
2
30
10
Sow
1315 1
APPLIANCES
1
20
V
3000 1
(GFI OUTLETS ONLY)
Ili
• • 1
ri
:
®
��
24
DISHWASHER
1
20
"it
IWO
(GFI OUTLETS ONLY)
25
WASHER
1
20
+a
IWO
(GFI OUTLETS ONLY)
26
MICROWAVE
1
20
v
IWO
(GFI OUTLETS ONLY)
21
BATHROOMS
1
20
P12
1,500
(CFI OUTLETS ONLY)
28
GARAGE DOOR OF'ENR
1
20
12
IWO
(GFI OUTLETS ONLY)
2'3
GARAGE DOOR OPENER
1
(GFI OUTLETS ONLY)
30
KITCHEN
I
TOV1,500
IWO
(GFI OUTLETS ONLY)
31
32
REFRIGERATOR
DISPOSAL
DISHWASHER 2 (PJTUr�)
UNDER COUNTER REFIT ERATOR
I
1
20
#12
IWO
1W
(CFI OUTLETS ONLY)
(GFI OUTLETS ONLY)
33
1
20
M
IWO
(CFI OUTLETS ONLY)
34
I
20
V
IWO
(CTFI OUTLETS ONLY)
35,31 L FT STATION 2 20 M2 I,500
38-42 SPACE
SERVICE
TOTAL LOAD: 46,50i
- 10,000 = 36,507
IST 10 KW ® 100%.:
10,000
REMAINDER o 409 :
14,603
A/C 10,000 a 100% :
10,000
TOTAL: 34A03 : 240 =
144.18 AMPS
CLAMP TO CLOSEST
REBAR
3(2/0) T44W CU. IN.
2" CONDUIT
200 A
MAIN BREAKER
PANEL
120/240
VOLT
NOTE:
INTERSYSTEM BONDING STRIP 15 REQUIRED
AT THE MAIN SERVICE GROUND
04 C.U. CLAMPED TO
FOOTING REBAR AND Cl PIPE
GFI OUTLETS PER PLAN
2PNF-NEMA 3R 240V A/C
< MAIN DISC. s PANEL
42 CIRCUIT PANEL
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I. ALL ELECTRICAL IN THE AREA Z_
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CODE
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TAMPER RESISTANT PER NEC
2014, ARTICLE 406-I1
3. PROVIDE ARC FAULT CIRCUIT wlNSraN-a-LH-MODIFIED
PROTECTION PER NEC 2014 Date: 12-04-19
ARTICLE 210,12
4. PROVIDE TAMPER RESISTANT Scale: AssHOUN
RECEPTACLES PER NEC 2014 Drawn: Ts
ARTICLE 210
5-ALL BATHROOM CIRCUITR'r TO HAVE
GFCI PROTECTION PER NEC, 2014 I
ARTICLE 210 -S
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TRUSS END DETAIL
SQUARE OUT OVERHANG 12
5
s,rr
HEEL HEIGHT
Lillian
Gonzalez
Digitally signed by
Lillian Gonzalez
Date: 2020.02.03
13:44:53-05'001
REVIEWED
By Lillian Gonzalez at 1:45 pm, Feb 03, 2020
APPROVED
By Lillian Gonzalez at 1.45 pm, Feb 03, 2020
HANGER LEGEND
* - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED
OTHERWISE
* - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46
UNLESS NOTED OTHERWISE
MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID
WIND ASCE7-10
ENCLOSED
EXPOSURE CATEGORY C
OCCUPA14CY CATEGORY II
WIND LOAD 170 MPH
*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS
ROOF LOADING FLOOR LOADING
TOLL: 20 PSF TCLL: PSF
TCDL: 15 PSF TCDL: PSF
BCDL: 10 PSF BCDL: PSF
TOTAL: 45 PSF TOTAL: PSF
DURATION: 1.25 DURATION:
IMPORTANT
This Drawing Must Be Approved And
Returned Before Fabrication Will
Begin. For Your Protection Check All
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
By_ Date
CAUTION!!!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders FirstSource.
NO EXCEPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections. f'
TRUSS CONNECTION
LIST
QT
PRODUCT
.
LUS24
13
HTU26
HTU28
3
HHUS26-2
HGUS26-2
1
HGUS26-3
HGUS26-3
BUILDER:
SYNERGY HOMES-'
REST
DYER
MODEL:
WINSTON A
ADDRESS:
15360 SKY KING DRIVE
SPEC:
NIA
CITY:
PORT SAINT LUCIE
COUNTY:
ST LUCIE
DRAWN BY:
JIL
JOB # :
2045246
DATE:
08M9/19
SCALE.,
NTS
REVISIONS.
1. CORRECT BED 5 DIMENSION 10/24
2.
3.
4.
701 S. KINGS HIGHWAY
FORT PIECE, FL 34945
Ph. (772) - 461 5475
i