1816 ATLANTIC BEACH DR - NEW HOME 2015 ff�v /tDml� / h6 lo-za-r -H-6 16(M &tl-
All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA
Top Chord Live Load Roof Floor P.S.f.
Top Chord Dead Load 10 P.S.f.
M
Bottom Chord Live Load 0
10 5 p's.f.
Bottom Chord Dead Load � p" I C-:0
Total Load �37 P5 p.s.f. (."I
16-08-00 22-00-00 Duration Factor �1.25 11.0 0 MMO
Building Code FBC 2010 RES
Wind Standard ASCE 7-10
Wind Speed 130 m.p.h.
Wind Usage RES. CAT 11
4
9 Building Exposure C
K01 Building Type -Closed
2-0 NOTE
00
— It is the responsibility of the building designer or architect to
provide an appropriate connection for trusses to supporting
2-0-00 o
c? structure per reactions shown on truss engineering.Special
considerations for mechanical equipment andlor plumbing(and
2-0y.00 K02(4)
their connections)in truss space must be diagrammed by the
builder an approved truss layout prior to tabricaton.
o 2-0?00
c? Manning Building Supplies is a truss manufacturer whose
responsibilities are limited to those described in WTCA 1-1995
14 2-01 00
(sections 6.0 and 7.0).Accordingly,it disclaims any
211 responsibilities for the the construction design,drawings,
2-00-00 K031 documents including the installation and bracing of trusses
manufactured bv Manninq Buildinq Supolies.
-rTr26
2-0-00 Warning:
HTU26 Conventional framing,erection andlor permanent bracing is not
K05
2-0)-00
the responsibility of the truss designer,plate manufacturer,or
T- ITIM
truss manufacturer.Persons erecting trusses are cautioned to
K061
2-0 00 seek professional advice regarding erection bracing which is
IT— always required to prevent toppling and dominoing during
HT-26
erection;and permanent bracing which may be required in
2-00-'00 M c? Hatch Legend-------I specific applications.See"Bracing wood trusses commentary
and recommendations(BCSI 1-03)for further information.
BASE PLATE 18-9-6
2-100 r06�- 'T"' '' [ �;
ERE--,
KOH 1 IT126 Tru ses shall be installed in a straight and plumb position.
ere no sheathing is applied directly to the top anwor bottom
BASE PLATE 19-4-14 Whs
2-0�-00 kr9l
ch rds,they shall be braced as specified on the engineered
�T 0
BASE PLATE 20-11-0 design.Trusses shall be handled with reasonable care during
9
+ _K10 ERE
1-1 -08 erection to prevent damage orporsonal injury.
? ITU I
K11 H1 U26 7�BASE PLATE 8-1-2 Approved truss anchor by builder.
2-0 00 2x4 minimum top and bottom chords.
U29
13ASE PLATE 10-1-2
REP Square cut overhangs.
K12
2. -00 12
9
K13
2-0-00
I V.
1<14�
2-0-00
12
2-0-00 3-1/2"
c? BRG.
1 7 �1' 0
9
2-0�-00 K02(4)! �Unless noted�
otherwise,
2-0 00 In,
0, a c
t2
Typical Truss Ends
21-00
KFT
ENTION
2-0-0 KI o Approval of this truss layout is necessary before fabrication c In
9 begin.Verify spans,pitches,overhangs,elevations and bearing
2-0 -0 conditions.Acceptance of this layout assumes total
'0 responsibility,The trusses will be built in accordance with this
layout.
-00
1Z
L'—-- Approved By:
Date:
16-08-00 17-04-00 4-08-00 6-08-00 �Manning Building
Supplies, INC.
11155 Philips Parkway Dr.E.
Jacksonville,FL 32256
Ph ne:(904)26M225
(8nS Fox:(904)260-2981
JAXTrW SSMCBS�CCIRRCOM
a) -CORP.COM
U BS
Customs.
Glenn Layton Hms
Job Name:
Castaway Cottage
LotlBivsubdry
Lot 62 Atlantic Beach Country Club
3aGKSon :, Drawn y. �Job Number
FLORIDA PRODUCT APPROVAL CODES: MITE PLATES 15638..,.BLUELINX ON-CENTER-LVL 15354...BLUELINX ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. ill/13/20141 JP J140523
All claims for error or defecIlive material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA
Roof Floor
Top Chord Live Load 0 p S f.
Top Chord Dead Load �7 10 P.S.f.
10-00- 0 B-08-00 20-00-00 6-08-00 13-00-00 24-00-00 Bottom Chord Live Load P.S.f.
Bottom Chord Dead Load �10 P.S.f.
Total Load �37 5 1 p.s.f.
Duration Factor 1.25
A01—
Building Code FBC 2010 RES
8
Wind Standard ASCE 7-10
'p Wind Speed 130 m.p.h.
i0i
5Y
m ------
Wind Usage RES. CAT 11
9 J02N
J02
Building Exposure C
J
oil,
Building Type Closed
------�_EOI E0 A02(1 1)
c?
DOTIJ F774�1
7 NOTE
HTU26
It is the responsibility of the building designer or architect to
provide an appropriate connection for trusses to supporting
considerations for mechanical equipment andlor plumbing(and
structure per reactions shown on truss engineering.Special
F09(4) their connections)in truss space must be diagrammed by the
6-08-00
builder an approved truss layout prior to fabricaton.
-26
9T- Manning Building Supplies is a truss manufacturer whose
02(7) 4
- - ------- responsibilities are limited to those desctibed in WTCA 1-1995
T-T"22 (sections 6.0 and 7.0).Accordingly,it disclaims any
responsibilities for the the construction design,drawings,
8(3) AO I udln the in==cing of trusses
g
"Zby
WN FO annin
Warning:
Conventional framing,erection andlor permanent bracing is not
9 j FG05 F07(7) the responsibility of the truss designer,plate manufacturer,or
=_ME 4f -W
W, truss manufacturer.Persons erecting trusses are cautioned to
o
9 M
seek professional advice regarding erection bracing which is
always required to prevent toppling and dominoing during
erection,and permanent bracing which may be required in
F06(4) Hatch Legend
specific applications,See"Bracing wood trusses commentary
and recommendations(BCS1 1-03)for further information.
BASE PLATE 18-9-6— 41
91
Trusses shall be installed in a straight and plumb position.
BASE PLATE 19-4-14 Where no sheathing is applied directly to the top andlor bottom
10-0040
chords,they shall be braced as specified on the engineered
BASE PLATE 20-11 design.Trusses shall be handled with reasonable care during
14-10-00
erection to prevent damage or personal injury.
BASE PLATE 8-1-2
Approved truss anchor by builder.
F05(4)- FLOOR TRUSS
!j
BASE PLATE 10-1-2 3 1/2"Ribbon
FG04
18"
FEE L-TM 1Fl`FMF;T;1
EHE�E
H TI 10
o
508
NAILED—RING 9 BRG.
(D �T ol
6-08-0 ob
18' !8
7i \Z
9 I'M Typical Truss Ends
9
ATTENTION
Approval of this truss layout is necessary before fabrication can
c?
begin.Verify spans,pitches,overhangs,elevations and bearing
c? conditions.Acceptance of this layout assumes total
responsibility,The trusses will be built in accordance with this
layout.
E01 Approved By:
o o ------------
----------------------
0 (D Date:
Z�
17-04-00 6-08-00 IManning Building
43-04-00 4-08-00 8-00-00 5-00-00 24-00-00 upplies, INC.
11155 Philips Parkway Dr.E.
Jacksonville,FL 32256
Pho ne:(904)26&8225
rs S) Fax:(904)260-2981
JA>"M"S-CORP.CQM
RU SaMBS-CORP.COM
Customer
Glenn Layton Hms_
Job Narl
Castaway Cottage
Lot'Blklsubdiv
Lot 62 Atlantic Beach Coun"Club
�Ya_af(s—0n F L i By. �Job Number
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354...BLUELINX ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. 11/13/20114�"'JP J140523
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R
7 I;ROUNr-> TRIM
ROUND TRIM PER ENGS DETAILS
2x(o RAFTER 1AIL ENG 5EAM 5OXED TO 1011
(2) 2xro TOP fE CEILING FINISH 2x6�TRIM (2) 2xCo TOP fE (RIF, FOR 2xr&o TRIM 0
5CA55ED TO TRUSS 1/4" / V-0" SLOPE) 4 FIN15HED W/ IxS
PER IBUILDER
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ROUND TRIM Ix4 CAP INSERTS Ix4 CAP_f'� NOTE:
QUARTER ROUND TRIM
ALL STRUCTURAL COMPONENTS SHOWN
TRIM 1/2" ROUND OVER
2x(o 2xro FRIEZE 1/2" ROUND OVER
MAY VARY DUE TO ENGINEERING Z
Ix2 TRIM 2xro TRIM 1x2 TRIM —(E REQUIREMENTS. SEE ATTACHED
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HARDI-LAF SIDING HARDI-LAP SIDING
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HOUSE-WRAP
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WALL SHEATHING 0
U-
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fP_ HT IIE HT z
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GALV FLASHING 2x2 P.T. SPINDLES 2x4 P.T. TRIM ACTUAL HEIGHT A50VE GRADE TO 5E
4" CONIC 5LA5 W/ AT 5" O.C. 4" CONIC SLA5 W/
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OVER CLEAN, WELL 5/4"x(o DECKING OVER CLEAN, WELL
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PER ENG'5 DETAILS -q
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PER ENG'S DETAILS STUCCO FINISH OVER , 1 11
PER ENGS _01
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ALL CELLS FILLED 50
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CONIC FOOTIN
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CONT RODS
ki --- ;� 11 1 . . I h
il� lk 4 1 IIE f —103
14
7 -ER ENGS DETAILS
—111 ENGS DETAILE 0 CONIC FOOTING W/
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SHEET NUMBER
5 1 _1 I
PER ENGS DETAILS
ENTR**r SECTION GOVE) FATIO SECTION 2
SCALE: 3/4" V-011 SCALE- 3/4" V-011
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51DE5(JAM55)OF WINDOW. EXTEND NOTE:
gREMOVE FIRE IOUSLY APPLIED THE R.O.AT HEAD.EMBED JAMB 0
TAPE,ALLOWIVNG WRB TO LAY FLASHING IN70 SEALANT AND ALL STRUCTURAL COMPONENTS SHOWN
SEALANT AT JAM55 0 Y,"A50VE
FLAT OVER HEAD FLASHING. FASTEN IN PLACE. (FLASHING MAY VARY DUE TO ENGINEERING
APPLY NEW SHEATHING TAPE GOES OVER SEALANT)- ENG ROOF TRUSS T_
OVER DIAGONAL CUT-SEE PER MANUFACTURER
DIAGRAM. 5ECURE WR5 ENGINEER NG SPECS FOR ACTUAL (TYPICAL) 51JITE *2 IV 5AT�4 02
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EACH JAMB FLASHING. 2. OPENINGS BETWEEN RAILING SPINDLES ARE TO BE A
FASTEN IN PLACE- MAXIMUM OF 4" (A 4"41 BALL SHALL NOT BE ABLE TO PASS)
KITCHEN
0 Z
3. TOP OF HAND-RAIL6 tv 3ro" AFF CA56 BEYOND
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TAIL SCABBED STUD 0
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0
JAMB FLASHING 5.�" PLANS ARE DRAWN BASED ON BOXED TO PATIO - <TQ4EN DINING 04 <
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OPENING AT HEAD. FINISHED FLOOR OF HOUSE BEING 10" (TYP
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TUCK TOP OF SEALANT 25" A50VE FIN15HED GRADE. 7; -1 w
JAMB FLASHING 4" CONC SLAB W/ �: c\j
UNDER THE FLAP ACTUAL HEIGHT ABOVE GRADE TO BE loxio 0
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HEAD.SEE DIAGRAM.. SILL FLASHING DETERMINED ON SITE BY BUILDER COLUMN —ON ro MIL VISQUENE 2:: <
PRIOR TO CONSTRUCTION. FIELD ADJUST (TYP)
OVER CLEAN, WELL
SHIM AND ADJUST WINDOW TO ACH PLANS AS NECESSARY.
PLUMB,AND LEVEL CONDITION. USE CORROSION SLOPE FOR COMPACTED, TERMITE
RESISTANT FASTENERS. FASTEN WINDOW5 PER DRAINAGE TREATED FILL
WINDOW I'lANUFACTUREIR SPECIFICATIONS. < 0
0
FIN FLOOR 05 _j
WEAT�4ER IRE51STAN7
BARRIER (WfRE5) —11 M 11-7111-1 11
AT A 4r,DEGREE ANGLE,CAREFULLY CUT THE _7 77
P DGE OF T —NII-T -U= l�= LOC
0 E HE BARRIER UP AND TAPE T E Plan #: Kl 466
a" CONIC 5
TOP CORNER5 AND CENTER TO THE EXTERIOR FIN GRADE -I I E- =1 FOUNDATION WA
LURS 51JF�FACE ABOVE- ON CONIC FTG
PER ENG'5 DETAILS 14-1039
INTEfRI0F,:' VIEW Job #:
T0F` LEFT GOIRNER (TYPICAL)
SHEET NUMBER
THROUGH SECTION
5C:ALE- 1/4" = V-011
0
Lo
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ALTHOUGH EVERY EFFORT HAS BEEN TAKEN Lu
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X-4
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E PROVIDE STEPS TO Plan #: K1466
4'h k OOD GRADE AS NEEDED Ix6 CONT -STUCCO FINISH Job #: 14-1039
FENG 5AND (TYP) (TYPICAL) SHEET NUMBER
REAR ELEVATION.
SCALE: 1/4" V-011
of:
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U)
ALTHOUGH EVERY EFFORT HAS BEEN TAKEN LLI
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EXPOSURE CATEGORY.................................. c (NOTE 5) FIELD. t (1) (5) 1 Od x 1 Y2"IN TRUSS CONT CONTINUOUS
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ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING: COMMON: 3"O.C.AT PANEL EDGES, 12"-O.C.IN THE FIELD. (5) 10d x 1 Y2"IN PLATE LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 13/4"WIDE, UNO. Orange Ilark FL
INTERNAL PRESSURE COEFF........................0.18 (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM)
MIN Y16"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZf)NTAL W/8d COMMON: 3" (1) (12)16d COMMON& x 7"DRILL&EPDXY (9)10d x 1 Y2"IN STUD
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TOP CHORD LIVE LOAD.................................. 40 PSF NOTES: HU28-2, HUC28-2 (6)10d COMMON IN BEAM DSP (8)1 Od COMMON IN STUD/HEADER
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BOTTOM CHORD LIVE LOAD.......................... 0 PSF SHANK NAILS. (0.148"x 3"LONG). HU410, HUC410,
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SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1-00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. HGA1 OKT (4)SDS Y4"xl Y2" SCREWS IN TRUSS/RAFTER
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TOP CHORD DEAD LOAD................................ 10 PSF F
BOTTOM CHORD LIVE LOAD...........................0 PSF (26)16d SINKER IN WALL FRAMING co
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MAXIMUM FLOOR TRUSS SPACING...............16"O.C. _j
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DEFLECTION CRITERIA 7. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED RIZONTAL PANEL EDGES 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON Y FOUNDATION KEYNOTE CALLOUT (n
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TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTEkRS IN KING/JACK GROUP BOTTOM,,�ONNECTION U)
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WIND AREA IZ-Interior Zone(pso EZ-End Zone 9 1ST LEVEL STUD GROUP: HOLDDOWN-REQUIRED AT BASE OF STUD GROUP
(W NOTES 1,2,3,4 *2ND LEVEL STUD COLUMN-, TRAPPING REQUIRED FROM 2ND LEVEL STUD
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0-20 ft2 +24.61 -26.70 +24.61 -32.95 PRESSURE TREATED LUMBER ND STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ A� n
GROUP TO 1ST LEVEL STUPS/HEADER/BEAM. co
DIAMETER LENGTH �MIN 36"BLOCK W/(20)1 Od TO END STUD N It I 0�
ft2 Sw NUMBER OF HOLDD Lu
21 -50 +23.42 -25.51 +23.42 -30.58 8clCOMMON 0.131" 2-Y2" _T OWNS�/STRAPS AT BASE OF KINGMACK GROUP Lu
I PRESERVATIVE FASTENER TYPE z
51 -100 ft2 +22.01 -24.09 +22.01 -27.74 8d RINGSHANK 0.113" 2-Y8"
I ACZA ST#NDARD CARBON STEEL END STUDS CONNECTION(NOTES 5,6,7) HEADER FRAMING KEYNOTE'CALLOUT 0
1 Od x 1 0.148" z
101 -200 ft2 +20.91 -23.00 +20.91 -25.56 %
I Od 0.131" ST+INLESS CONNECTORS AND I ST LEVEL 2ND LEVEL (2)2x.10-1/2 NUMBER OF KING STUDS EAqH SIDE OF OPENING
10d COMMON 0.148" 3" SODIUM BORATE(NOTE 1) FAfTENERS REQUIRED. SW TYPE HOLD DOWN STRAPPING
VINYL SOFFIT MAX PRESSURE(pso +24.61 -32.95 NUMBER OF JACK STUDS EACH SIDE OF OPENING 0
CONNECTORS MUST HAVE Swi DTT2Z MSTA36/CS18 _j
12d COMMON 0.148" 3-Y4" E I U_ Phone:
,G1 20 OR TRIPLE ZINC SW2 HTT4 (2)MSTA36/CS18 SIZE OF HEADER(ALL HEADERS TO BE NO.2 SYP
GARAGE DOOR PRESSURE SEE FRAMING PLAN 16d SINKER 0.148" ALL OTHER PT X
3-411 XTEED FINISH. SW3 HTT5 S18 UNLESS DESIGNATED AS LSL, LVL, PSL,OR WSP) z
904.272.5339
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16d COMMON 0.162" 3-Y2" ALk 0
FASTENERS MUST BE HOT SW4 HDQ8 (4)MSTA36/C NUMBER OF PLIES I'IN HEADER
Dl� ,ED GALVANIZED.
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OTES:
1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 0
BOTTOM PLATE ANCHOR SPACING(NOTE 7)
2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM B04E TREATMENTS BEARING ON
0
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BA IER ARE NOT DIRECTLY
SW TYPE MAX ANCHOR SPACING
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEA1 HER AND HAVE BEEN PROVEN <
BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO C�RBON STEEL FASTENERS. Swi 48"O.C.
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF SW2,SW3,SW4 24"O.C. 0
F7 A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE U_
SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. <
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. FRAMING NOTES
0
NOTES: 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR 0
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1. THE EXTERIOR WALLS ARE:FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE APPLICATIONS. ANCHOR BOLT,THREADED Rob, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO 0
BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIE D BY MANF(TYPICALLY -1"TO-1"GREATER THAN SPECIFIED z
16 8
WALL SEGMENT IS IDENTIFIED AS SWI,SW2,SW3,SW4,OR SWB ON THE PLAN. ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE.
2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. MANUFACTURER'S SPECIFICATIONS MOST BE FOLLOWED FOR PROPER INSTALLATION.
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3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 2. ALL LUMBER SPECIFIED ON DRAWINGS,IS INTEN�PED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND CD
EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND <
4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. DETAILED BY OTHER.
5. 2ND LEVEL"SW"SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS
* HOLD DOWN WITH FULL-HEIGHT 1.'DIA. ROD TO SLAB. END STUDS TO BE CONTI NOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. LISTED IN FLORIDA BUILDING CODE TABLE 2304.91.
2
9 2ND LEVEL END STUDS TO MATCHING IST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER.
5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS T OGETHER WITH(2)ROWS 10d @ 8"O.C.STAGGERED. w
DOWN. z
6. DESIGNATED"SW'SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION.
7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS . SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 0 <
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7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS, W Uj
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(�8 FT 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TOHAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR z
1 ST FLOOR YP) ENDZONE CONCRETE AND FOUNDATION NOTES BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. U)
FDESIGNATION 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). D 0
0
2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). <
3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). HEADER FRAMING
4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP.
5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WwF. 1. ALL HEADER JACKAND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d @ 8 "O.C. < .0
6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. STAGGERED. S2 .Ln
7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: >_ 0 z
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FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. 0
ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W1 8d <
MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 0
8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND COMMON @ 3"O.C. z 0
SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES, - EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING 0 1
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9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE 0 - < <
e NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END
THIS CONDITION EXISTS. , ui
10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR 3. WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL a-
SECTION SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING <
ALTERNATIVE METHODS.
11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM 4. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH(2)ROWS 10d @ 8"O.C. ,STAGGERED ALONG EACH EDGE. m
ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, 5. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS AND(1)SDWC15600 PER SIDE. <
CONTACT THE ENGINEER OF RECORD. 6. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD.
7. UNOONPLAN, MIN(1)SDWC15600 TOP PLT TO KING STUD AND(1)SDWC;SDWC15450 KING STUD TO BOTTOM
PLATE CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS AT 4.1 U) 0
PRE-ENGINEERED TRUSSES & I-JOISTS FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE.
8. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR V) <
1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE:
SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH 0 0
0 TOP PLATE TO H DR W/S DWC1 5600 @MAX 4"O.C.AS SHOWN,'ALTERNATE SECTION(HEADERS),ST-5
ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET
- SPHw/(12)10dx1-Y2"@16"O.C. OR
ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER PEX Plan #: K1466
4 0 DSPw/(14)10dx1-Y2--@16"O.C.5_R
(�8 F CONSTRUCTION IS COMPLETE.
2ND FLOOR YP T - FASTEN TRUSS DIRECTLY TO HEADER w/MT--,S OR HTS w/(14)10d x 1-1/2"(OR EQUAL APPROVED BY T F C H � 1 0 L 0 G
ENDZONE 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING, BEARING LOCATION AND NAMING Job #: 14-1039
F DESIGNATION CONVENTION OF THE LAYOUT SHOWN HERE. EOR). 'r,�
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3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL " ��P�
k .E -IN rl SHEET NUMBER
OPENINGS > 6'
WITH THE TRUSS SHOP DRAWINGS. OPENINGS IN 2x4 STUD WALLS GREATER THAN 6'REQUIRE A(2)2x4 NO.2 SPF PLANK ORIENTED
4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT (2x4 WALLS) PLATE DIRECTLY ABOVE ANQBELOW THE OPENING W1(6)12d COMMON TOE-NAILS AT EACH END.
RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. �10 J457
5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET.
OPENINGS > 8' OPENINGS IN 2x6 STUD WALLS GREATER THAN&REQUIRE A(2)2x6 NO.2 SPF PLANK ORIENTED
6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE
ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. (2x6 WALLS) PLATE DIRECTLY ABOVE AND1,BELOW THE OPENING W/(8)12d COMMON TOE-NAILS AT EACH END.
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12'-8" 8'-8" 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
101-01, 101-0.1 2x8 PT NO.2 SYP JOIST @ MAX 16" ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.
2'-8" 101-0.1 O.C. ATTACH JOIST TO LEDGER
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CONTINUOUS
VERTICAL @ 48"O.C. 19'-6"
17'-1 0" 6'-0"
41-811
43'-4"
V-0"
ST�2
48'-0"
/`�T8
12
8"
If 11019
1 /4 [DEREK B. MURRAY, P.E.
GLENN LAYTON HOMES P.E. NO. 71 457
FOUNDATION PLAN 1 1 -21 -2014
mill I III
i W--1
0
FRAMING KEYNOTES (CUP)
E
(3 .0
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN ui c: cn
> 0
Ln
0 0
E
1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN 21
OPENINGS. �o oc 4-d
2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN -0
0)
E 0 —7t
LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP �o 00 .2 CL L-
(n 0 3.
PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE 0
<
ON DETAIL SHEET. 0_r_
8
0 M od (D 4'
3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: In 0 :3
=3 0
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS -0 -a .&-
= 0 0
BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. -0
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH E
0
FLOOR DECK TO SW DBL TOP PLATE W/1 Od @ 3"O.C. -4 -0 0 y _a > (j
(D - 0
CL w - , O-S
U -6 -I, - U)
4. PORCH BEAM FRAMING NOTES C) 0) 0
0 = " = c- —'o e
V) 0 , o-, o) 0--c'o
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. V) >,� o o
NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION < ft'- *5
0
V)
0
AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT -1d 2 .2 0 cr"
— CL
ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL. 0 u) CL E
PORCH BEAM TO STUDS Wt HTS20 OR MSTA24. L- I ro- 2: E
0 CL
(n .0 0
0
(5 0 0
E v) 0
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. (D CJ E
In (D E '1: 0
0) = !a (D
PORCH BEAM TO TOP PLT W/MTS1 2 OR MSTA24. 0 > FE 40-y
C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. 1999 Wells Road
PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR
PORCH BEAM. BEAM TO POST DOWN STUDS W/HTS20 OR,
MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR
WSP HDR-0/2 Orange Park, FL
MSTA24.
32073
S� SEE SINGLE-STORY HOLLOW D. BEAM ATTACHED TO EXISTING FRAMING
COLUMN FRAMING DETAIL ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK
NOTE 4 SHEET ST-6. STUDS W/SIMPSON HUC HANGER MATCHING PORCH BEAM
DIMENSIONS. C)
CN
(2)2X12 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER
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WSP HDR-0 LUS210 (2)2x6-1/2 cq
NOTE 4
C)
0)
U) U) 1 MSTA24 6. BALLOON FRAME WALLS 2x6 NO.2 SPF OR BETTER @ MAX 16"O.C.
2 STUDS z- 0
LU (2)2x12
7. BALLOON FRAME GABLE END WALL TO GABLE END OUTRIGGERS
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SW2 — — — — — — — x
SEE SINGLE-STORY HOLLO
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COLUMN FRAMING DETAIL x6-1/2 NO�E 4 z
SHEET ST-6. NOTE i 0 c
(2)2xl 2 U)
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u- U)
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!15 GARAGE DOOR DESIGN GARAGE DOOR DESIGN Lo
DTT2Z uj DTT2Z (D r-
WIND LOAD(PSF): WIND LOAD(PSF):
co
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(2)2x6-2/2 x U)
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0
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G ENN LAYTON HOMES f") "h 5 7
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ROOF FRAMING KEYNOTES It,- m
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ui a) L_ c: U)
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN a > �0 U)
0 0 0
-a 0 E
1. PRE-MAUNFACTURED SHEAR PANEL c
'm Q)
e INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON 0 4�
FRAMING PLAN 0 C)
* SHEAR PANEL TO SW DBL TOP PLT W1 I Od @ 3"O.C. E 0
* FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. 20 08 .2 . U)
(a 0 3:
0 Q) a) 0
-0 0 ,::c
_0 � a)
0 0_r_
2. TYPICAL BEARING BLOCK
e BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH 2 -6
6 — =
DIMENSION OF TRUSS MEMBER. (n =3 =3 0
s ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS
o 0
L) zi
BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED.
Y� E
a) 0 cu
3. LEDGER FRAMING NOTES: -0 0 A
:3 a)
FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT CL a) 0—
C) U -6 4�
EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 0 0
0
24"O.C.SPACING) 0)
• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0 3: L_
0
< 0
LOCATIONS ON PLAN U)
C�6 -0 - .0 r- ,
GABLE END e SEE TABLE 3 ON SHEET ST-1/Sl FOR FASTENER a = C c 0 , n
= ;q 0_2 C) 0 <
NST-6f BRACING PROTECTION AGAINST CORROSION 0 0-
L_ c: E ,d
• IN ACCORDANCE Wl FRC 502.2.1, EXTERIOR DECK 0 o a E a
w CL.2 0 "o
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH -0 CD (n 0 0
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT E
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C) E
FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. cn cu
\el 0
A01
+ ROOF FRAMING LEDGER:
2X6....................(4)12d COMMON
2x8....................(6)12d COMMON
2xl 0..................(8)12d COMMON
+
04 ce) L0 WIT cy) 2xl 2..................(10)12d COMMON
c:) 0 c:) c:)
0 0 0 0 --c?
FLOOR FRAMING LEDGER(W/NAILS):
PT 2x6................(3)16d COMMON
PT 2x8................(5) 16d COMMON
101 0
011 c:) PT 2xl 0..............(7)16d COMMON 0
(0
PT 2x12..............(9)16d COMMON Lq
C14
OR
FLOOR FRAMING LEDGER(WI SCREWS):
J02 C)
'J02 PT 2x6................(3))/4"x 4-Y2"LONG#14 WOOD SCREWS
NOTE 6 HT 20 PT 2x8................(5)Y4"X 4-Y2"LONG#14 WOOD SCREWS
J L PT 2xl 0..............(7)Y4"X 4-Y2"LONG#14 WOOD SCREWS
CD PT 2x12..............(9) 4"X47 2"LONG#14 WOOD SCREWS
E01 A02(l 1) w
4. OVERFRAMING NOTES
D01 col
C)
* ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. z
F10
(2)HTS20 J (2)HTS20_/ 0
e FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d
LL. c - Cj'>
< COMMONS MIN. .0
A * EACH RAFTER TO"SLEEPER"W1 SIMPSON H3 UPLIFT ULJ
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C)
a ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
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RAFTER WHERE APPLICABLE W/(5)1 Od COMMONS MIN.
D
F09(4) E02(4 U) CO
Lu
RAFTER SPAN SCHEDULE
O.C. 0
LUMBER SIZE
E02(7) SPACING
HTS20 (2)HTS2Q 2X6 2x8 2xl 0 2xl 2
4-- cp cp
02(7) F 9 C)
12"
14'-5" 18'-3" 21'-8" 25--6" z
0 cj:)
16" F_
(2)HTS20 FG08, 121-611 16-10" 18'-9" 22'-11, r
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10'-2" -11" 15-4- '-0" U) .0
12' 18 LO LLJ
A01
20 L.L./l 5 D.L.#2 Syp
F08(3)
i <1
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CEILING JOIST SPAN SCHEDULE
LLJ
O.C.
Y^B _N�, GABLE END LUMBER SIZE
SPACING 0
BRACING z
2X4 2x6 2x8 2xl 0 U)
(2)HTS20 (2)HTS20 2xl,O PT SYP ROOF U)
i w
EFG05, F07(7� LEDGER,SEE NOTE 3 12" 111-101, 18-4- 24'-7" 26'-0"
<1
10.41 '-7"
16 16-11" 21'-7 25 m
24" 9'-3" 13'-1 1" 17W" 20'-11" w
2x6 NO.2 SYP RAFTERS@ MAX 24"O.C. w
10 L.L./5 D.L.#2 SYP z
2x6 No.2 SYP CEILING JOIST @ 24"O.C.
ATTACH RAFTERS TO LEDGERW/(6)10d z
w
5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY
TOE-NAILS
F06(4) ', BUILDER IN ACCORDANCE WITH FRC R302.12. cl
2xlO PT NO.2 SYP JOIST @ 24"O.C.; - 6. ANGLE&LATERAL BRACING MAY BE OMITTED FROM GABLE 0
2xlO PT SYP FLOOR _j
BRACING DETAIL PENDING PORCH CEILING SHEATHING IS J_ Phone:
ATTACH TO LEDGER W/LUS21 0
LEDGER,ATTACH W/
BUILDER TO RIP JOISTS TO PROPERLY APPLIED
SCREWS PER NOTE 3 z 904.272.5339
ESTABLISH SLOPE
0
1%
NOTES
1. FLASHING&WATERPROOFING ARE OUTSIDE 0 7)
OF STRUCTURAL ENGINEERS SCOPE&SHALL
BE DESIGNED&SUPPLIED BY BUILDER
2. BUILDER TO SUBMIT SHOP DRAWINGS OF
0
PROPOSED HANDRAIL CONSTRUCTION FOR
F05(4), J_
APPROVAL BY EOR PRIOR TO CONSTRUCTION <
&INSPECTION.
Z
0 LL
0
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FG04
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HTS20
Al
w U) :D
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U)
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w
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LL 0 c:)
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41
-4
z PEX PIG Kl 4166
iT E C H 11 0 L (-� G 14-1039
Fj L
SHEET NUMBER
E N,�
No 1457
3%*. ST/, E ST-3
If 1101111
FIRST LEVEL ROOF FRAMING PLAN 1 /4 p R
0
0
c
1 +
Jol
J02
/ON
D di WORRAY, P.E.
G�, ENN LAYTON HOMES R.E. NO. 71 457
1 1 -21 -2014
—Epsom=
�7 .
FRAMING KEYNOTES (CUP)
E c:
0
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
0 V)
0
u� E
1 MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN
cn 0 C 0-
OPENINGS. 0) - 0 _f�
0 C) C) S;
0
2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET.IN
0
E _'c:
LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP 0 0
.2 0 3:
En V)
PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE , 0 0
-0 0 :3 -0 <
ON DETAIL SHEET. 0 0
0
3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: 'cn 5 u .c
C -0 :3 0
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS _S� 0�,= E- '0 H
Q L_ 7L' D
a) 3: -0 —0 0-
BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. 0) (n >, 2
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH V) E =0 c7i-6 0 L_
a) 0 U .S 0 — 0 0
FLOOR DECK TO SW DBL TOP PLATE W/1 Od @ 3"O.C.
cl. 0 0
C) CID 0 41 W
4. PORCH BEAM FRAMING NOTES 0 0 0
= " 0
U) 0--,, c:
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. U) >,� 0
< 0 � 4")
NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION a Q) 0
LD
0 . Cc: uu))
AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT s =
0
ELEVATION. 3 Y2"MINIMUM BEARING REQUIRED IN WALL. 0
E_ c V) �` E -d
PORCH BEAM TO STUDS W1 HTS20 OR MSTA24. 0 0 C - '4- a
cx 0 0 " L. ,
In -0 0
E 0 0
B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. =3 Cj can' E -R,
0 V) (D E 'c: 0
PORCH BEAM TO TOP PLT W1 MTS1 2 OR MSTA24. —
wo
C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. 1999 Wells Itoalcl
PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR
PORCH BEAM. BEAM TO POST DOWN STUDS W1 HTS20 OR,
MSTA24.POST DOWN STUDS TO STUDS BELOW W/HTS20 OR Orange Park, Ft,
MSTA24.
32073
D. BEAM ATTACHED TO EXISTING FRAMING
ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK
STUDS W/SIMPSON HUC HANGER MATCHING PORCH BEAM C)
DIMENSIONS. C)
IN
Lq
5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER Z�
OR
TYPICAL WALL SECTION SHEET. �T
C)
6. BALLOON FRAME WALLS 2x6 NO.2 SPF OR BETTER @ MAX 16"O.C.
7. BALLOON FRAME GABLE END WALL TO GABLE END OUTRIGGERS
W/2X6 NO.2 SPF OR BETTER @ MAX 16"O.C. ce)
_j
NOTE 7
A
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swi z
0
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w
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COLUMN FRAMING DETAIL,
NOTE 4
SHEET ST-6. (2)TOTAL
—(2YW2
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00
01
Phone:
U) ow Willi U-
w
1w, z 904.272.5339
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LL
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SHEATHING DETAIL." z
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SECOND LEVEL STRUCTURAL FRAMING PLAN- 1 /4 DEREK B. MURRAY, P.E.
GLENN LAYTON HOMES P.E. NO. 71 457
1 1 -21 -2014
T',
.Ln
D cn 0
ROOF FRAMING KEYNOTES E 6
Uj CD C V)
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN c: > 0
U)
0
1. PRE-MAUNFACTURED SHEAR PANEL Q)
0 CL
e INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON CL) — 0 41
_r_ a
FRAMING PLAN
e SHEAR PANEL TO SW DBL TOP PLT Wt 10d @ 3"O.C. E 0
0
* FLOOR DECK TO SHEAR PANEL Wt 1 Od @ 3"O.C. 2 8 .2 co cL L-
0
En
0 2 -- <
2. TYPICAL BEARING BLOCK 1 � 0 0-r-
0 1 U) 0
c
9 BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND�O MATCH 2 -0
0 01
DIMENSION OF TRUSS MEMBER. u ml
:3 0
* ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS C 0 -g-
0 0
BOTTOM CHORD Wt(3)ROWS 1 Od @ 4"O.C.STAGGERED. (U 3r -0 -0 —
CL 3:
u) E 0 01-0
0 =
3. LEDGER FRAMING NOTES: (D -c O .S u Q) ?
0
FASTEN LEDGER TO FRAMINGITRUSS VERTICALS AT c: 0- 0) — 0 0 —
C) a U -6 V)
EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX (v 0 � V�
0 " = — 0
24"O.C.SPACING) U) CL cy) 0::-%-- 0
U) L- 3:.0
ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0 " 0
0 0
<
LOCATIONS ON PLAN = ---, L. 00 0 0
C;d -0 :t 0 0 U) c: Iwo
SEE TABLE 3 ON SHEET STAISI FOR FASTENER .9 — -
Cl
PROTECTION AGAINST CORROSION 0 M — E
LO- c w E -d
IN ACCORDANCE Wt FRC 502.2.1, EXTERIOR DECK 0 r- 0
CL 0 0
LEDGERS SHALL BE SECURE TO WALL FRAMING WITH cn 0 -0 0 0
E 0 a)
WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT 9) E -9,
(D
I FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. U) cu
-0 > 40-
4
ROOF FRAMING LEDGER:
2X6....................(4)12d COMMON
2x8....................(6)12d.COMMON
2xi 0..................(8)12d COMMON
2xl 2..................(10)12d COMMON
FLOOR FRAMING LEDGER(W/NAILS):
PT 2x6................(3)16d COMMON
PT 2x8................(5)16d COMMON
PT 2xl 0..............(7)16d COMMON C)
c\l
PT 2x12..............(9)16d COMMON Lq
cq
FLOOR FRAMING LEDGER(Wl SCRgMj
NOTE 7 CD
PT 2x6................(3)Y4"x 4-Y2"LONG#14 WOOD SCREWS 0)
PT 2x8................(5)Y4"X 4-Y2"LONG#14 WOOD SCREWS
PT 2xl 0..............(7)J/4"X 4-Y2"LONG#14 WOOD SCREWS c"I
PT 2x12..............(9)Y4"X 4-Y2"LONG#14 WOOD SCREWS
K01
uj
4. OVERFRAMING NOTES
o ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX.
>
o ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. z
0
o FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W1(3)16d
c
& COMMONS MIN. cn
e EACH RAFTER TO"SLEEPER"Wt SIMPSON H3 UPLIFT <
"i Lu
CONNECTOR.
e ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
K02(4) o FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO Lu
RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN.
cz)
RAFTER SPAN SCHEDULE LLj
O.C. 0
SPACING LUMBER SIZE
2X6 2x8 2xl 0 2xl 2
[AY111 11
12" 14'-5" 18-4- 21'-8" 26-6" z
(2)liTS20/7j/ 0 C/:)
16"
12--6" 16-10" 18-4- 22--l"
c
K03
24" '-2" --1 1 16-4" 18'-0"
10 12 Lu
LO
20 L.L./l 5 D.L.#2 SYP C,
C)
K04 cn
CEILING JOIST SPAN SCHEDULE Lu
LO
O.C. r�
LUMBER SIZE d
CN 04 K05 SPACING z
c:) c:) c:) 0
—j -j q � f 2X4 2x6 2x8 2xl 0
—j
-4 U)
w
12" 111-101, 18.-8.1 24'-7" 26-4- K
K06 U)
16" 10.4, 16'-1 1 21--7" 25'-7"
(2)HTS2
cr) 24" 9'-3" 13'-1 1 17--7" 20'-1 1
Lu
Lu
K07 10 L'.L./5 D.L.#2SYP z
C)
0
z
w 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY w
BUILDER IN ACCORDANCE WITH FRC R302.12.
K08 z
6. ANGLE&LATERAL BRACING MAY BE OMITTED FROM GABLE 0
Phone:
BRACING DETAIL PENDING PORCH CEILING SHEATHING IS LL
PROPERLY APPLIED
09
z 904.272.5339
0
7. SET GABLE END TRUSS TO INSIDE FACE OF WALL&BALLOON p
FRAME WALL TO GABLE END OUTRIGGERS;SEE DETAIL"Bl"FOR
0 0 00
z K �k OUTRIGGER FRAMING&ANCHORING SPECIFICATIONS;ATTACH
ALL ROOF TRUSS MEMBERS TO ALL WALL FRAMING MEMBERS z
0
Wt MIN(3)10d.
<
Kl 1
0
K12 <
71 crz
LL
K13 (2)1 (9
(2)HTS2) 0
0 0 z
u I I
K14 w
x
Lu c)
<
cy)
M
cy)
Lu
K02(4)
z
0
LLJ
uj w
9 <
z
0
131
GABLE END u-
A .2
ST-6 BRACING
(0
Kl 5(3) >
>-
0
0
0
z 0
0
>
0
CN
x
uj
CL
K16 m
(.0
F-
NOTE 7
4-1
0 U)
EX p I Kl 466
14-1039
F��L
IN RINC3 SHEET NUMBER
,7 A451
(r
ST-4
E3 A If 11011 0.
SECOND LEVEL ROOF Fr\jl-%M I NQ .PLAN 1 /4 .. ....
I ON
"84bW 1W RR P.E.
GLENN LAYTON HOMES P.E. NO. 71457
1 1 -21 -2014
0 U) 0
E C
0
Ui
C > 0
0
0 E
C
C:
41
0
C
SCAB TO TRUSS VERTICAL W1(4)10d
E c c� 0 T=1
0 0 u) CL
C) .2 .
TYPICAL ROO�DECK. SEE 4E U) 0
TYPICAL ROOF DECK. SEE L) a) U) 0
0 :3 -0 < � cu
TYPICAL ROOF DECK. SEE SHEATHING SRECS,SHEET ST-1
SHEATHING SPECS,SHEET STA 0
0 _r_
0 U)
SHEATHING SPECS,SHEET STA 2x4 BLOCKING'PETWEEN TRUSSES,TYPICAL C
2i4 BLOCKING BETWEEN TRUSSES,TYPICAL TOP PLATE TO JACKIKING GROUP: 0
L) C
2x6 NO.2 SYP OVERHANG RAFTER SCABBED (1)SDWC1 5600 SCREW AT OPENINGS 2x6 NO.2 SYP(?VERHANG RAFTER SCABBED L_ :3 0
TO TRUSS TO�CHORD W.. MIN(16)10d 0 6
TO TRUSS TOP CHORD W..MIN(16)1 Od LESS. (U 3.. -0 3:
2x6 BLOCKING BETWEEN TRUSSES,TYPICAL 36"<c<8' U-1 COMMON NAII�S . (n '-"
E _O cp-Ej U -
COMMON NAILS (2)S DWC1 5600 SCREWS AT W 0
W OPENINGS BETWEEN 6'AND 8' 0 > 6
c 0) C:
CL (1) —
2x6 NO.2 SYP OVERHANG RAFTER SCABBED SEE PLAN OTHERWISE W 0 -6
IN lljj-- 0 0
TOTRUSSTOP CHORDW..MIN(16)10d 0 - � =
< ro
COMMON NAILS ::-c-.,,)
< 0
0 ,
JACK/KING 0
WALL SHEATHING TO TOP PLATE W1 8d 0
t� o 0 cc in
GROUP
COMMON, SPACING PER TABLE 2 ST-1. 2" — n
4
0<
WALL SHEATHING TO TOP PLATE W/8d BETWEEN TOP OF WOOD PANEL AND CENTER WALL SHEATHING TO TOP PLATE W/8d 0 V) CL E -d
TRUSS OR RAFTER TO TOP PLATE N, OF FASTENERS. L_ C: C E a
COMMON,SPP 4 0 rn 0 0 -0 0
�PING PER TABLE 2 ST-1. 3"
OPTIONS, UNO: COMMON,SPACING PER TABLE 2 ST-1. 34' N, TRUSS OVER HEADER: BETWEEN TOP�017 WOOD PANEL AND CENTER -0 0) 50T- 0 0
>, E 0 ,
N co -9,
BETWEEN TOP OF WOOD PANEL AND CENTER E
H2.5A/T TOP PLATE TO HEADER W1 OF FASTENERS. 0 (n a)
OF FASTENERS. Cn C)
eSDWC15600 -a
SIMPSON SDWC1 5600 @ MAX I FE 40–R
32"O.C.(SEE HEADER TYPICAL
TRUSS OR RAFTER TO TOP PLATE W1 TRUSS OR RAFTER TO TOP PLATE W1
H2.5A/T OR SDWC156-00 @ HEADER SDWC15600 INSTALLED FROM BELOW PLATE FRAMING NOTES ON SHEET EXTERIOR WALL 1999 Wells Road
SDWC15600 INSTALLED FROM BELOW PLATE
JACKWING GROUP AND @ MAX 32"O.C.
AS SHOWN IN INSTALLATION#1 BELOW. AS SHOWN IN INSTALLATION#1 BELOW. STA FOR ALTERNATES)
STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR D SPACING PER TABLE 3:MAXIMUM EXTERIOR Orange Park, Fl,
@ MAX 16"O.C. PER PLAN WALL STUD SPACING. ROOF BEARING ONLY.
2x4 OR 2x6 STUD GRADE SPF OR BETTER STU
WALL STUD SPACING. ROOF BEARING ONLY.
32073
TYPICAL WALL SECTION TYPICAL WALL SECTION HEADER FRAMING
(SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS)
C)
C\1
SEE TABLE 2:WOOD STRUCTURAL PANEL C)
0)
SHEATHING REQUIREMENTS FOR TYPICAL
SHEATHING SPECIFICATIONS WALL SHEATHING TO BOTTOM PLATE
STUD TO BOTTOM PLATE @ HEADER TYPICAL EXTERIOR O.C. OPT.2x LEDGER,ATTACH
TYPICAL EXTERIOR OR W/8d COMMON @ 3 C\1
JACKIKING GROUPS AND @ 32"O.C. WALL TO FLOOR TRUSS TOP ce)
W/(2)SDWC1 5450 OR(1)SDWC1 5600 STUD TO BOTTM PLATE @ HEADER JACK/KING INTERIOR LOAD BEARING _j
WALL CHORD W/10d @ 6"O.C.
GROUPS AND @ 32"O.C.W/SDWC15450 SPLICE WALL SHEATHING OVER
It uJ
RIMBOARD. INSTALL(2)ROWS 8d
BOTTOM PLATE TO TRUSS @ 24"
7z-K,\r' MMON NAILS ABOVE AND BELOW
O.C. W/ SIMPSON SDWC15600 ALTER14ATE SHEATHING >
ALTERNATE STRAP SHEATHING SPLICE. OFFSET ROWS A z
CONNECTOR: 0
BOTTOM PLATE TO TRUSS @ 24 BOTTOM PLATE TO RIBBON �QNNECTOR: (MIN 1-12", MAX 5")AND SPACE NAILS C.0 COD
O.C.W/SDWC1 5450 BOARD W/ 10d @ 6" O.C. EXTERIDR WALL 11"x MIN. 18 GAGE @ 4"O.C.STAGGERED.
2 <
COVER NG PER SPECS METAL STRAP @ 48" OR W LU
TO LAP UPPER AND GAP PER APA RECOMMENDATIONS GALE LO C\i
O.C.W/MIN(5)NAILS C)
LOWER LEVEL WALLS 12" CONTINUOUS 2X4 TRUSS BY OTHERS 'IT
EACH IN UPPER AND uj C9
AS SHC WN. MIN(5) RIBBON BOARQ-
NAILS F ER STUD LOWER STUDS/HEADER Z) >=
�o U)
WALL SHEATHING TO BOTTOM PLATE W/ .75"THICK(MIN)OSB/PLYWOOD RIM TO — — — — — —
8d COMMON, SPACING PER TABLE 2,STA MATCH FLOOR DEPTH
Z _ 0
7 o 11 0
2X4 NO.2 SYP DIAGONAL BRACE @ 48
. ......... IC �e
ONTINUOUS 2X4 RIBBON BOARD WALL SHEATHING TO TOP PLATE W/ DIAGONAL BRACE TO FLOOR
WOOD A()OR TRI ISS OR DBL TOP PLATE W/(3)1 Od C) __j
8d COMMON @ 3"O.C.
TRUSSES BY OTHERS TOE-NAILS AT EACH END.
WALL SHEATHING TO TOP PLATE W1 8d
z
0 cj>
COMMON,SPACING PER TABLE 2,STA
TYPICAL EXTERIOR WALL
J t 11 D CZ)
ALTERNATE STRAP TOP PLATE TO TRUSS @ HEADER 11 U) LU
I rl LO
CONNECTOR. SEE
WSP RI
HEATHING TO S:)AN M ALTERNAT WSP RIM BOARD
JACK/KING GROUPS AND @ 24"O.C.W/ EXTERIOR S ETAL FLAT-STRAP 2ND LEVEL
"METAL FLAT STRAP SDWC15600 TOP PLATE TO TRUSS @ 48"O.C.W1
2ND LEVEL STUD TO SIMPSON SDWC15600 CONTINUOUS ACROSS FLOOR SYSTEM STUD TO 18T-LEVEL STUD SPLICE CONNECTION co
STUD TO TOP PLATE @ HEADER Uj
I ST LEVEL STUD" "O.C. '77777: LO
DETAIL JACK/KING GROUPS AND @ 48 LOOR-TO-FLOOR UPLIFT FLOOR TRUSS
W/S DWC 15600 ALTERNATEF
b
STUD SPACING PER TABLE 3:MAXIMUM z
2x4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING.ROOF FLOOR—TO—FLOOR UPLIFT CONNECTOR NOTES: U)
U)
SPF OR BETTER @ MAX AND FLOOR BEARING. 1. ALL SDWC SCREWS SPECIFIED, ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ W
16"O.C, UNO. SEE PLAN ALTERNATE FLOOR—TO—FLOOR UPLIFT CONI\ECTIONS INCLUSIVE OF ALTERNATE THREADED ROD
CONNECTOR PER ADDENDUM
2. ALTERNATE STRAP CONNECTOR APPLIES 10 1ST FLOOR HEADER OR STUD
TYPICAL WALL SECTION NOTE:. FLOOR-TO-FLOOR UPLIFT CONNECTION NOT 3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH
SUPPLEMENTARY DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. -. TYPICAL EXTERIOR OR
Z
REQUIRED UNDER GABLE TRUSSES AND WHERE" INTERIOR LOAD BEARING WALL
z
W
COMMON TRUSS SPAN IS 16-FEET OR LESS. <
STUD TO BEAM OR TRUSS @ 48"
11"x 18 GA. METAL STRAP
A O.C.W/ , Q� I
0
MIN Y2"36 KSI W/MIN(5)NAILS EACH IN STUD _j
*ANCHOR BOLT (SEE OPTIONS) W/ NUT AND MIN Y2-"x10"L-HOOK THREADED ROD MIN Y2"x 6"TITEN HD MIN Y2"x 6"TITEN HD MASA TO TOP OF AND BEAM u_ Phone:
2" ANCHOR BOLT
BOTTOM PLATE W/(6)
OD BEAM OR TRUSS z 904.272.5339
DIA,x 21 MIN EMBEDMENT APPROVED SQUARE WASHER: 0
2 ADHESIVE(OR 10d x I Y2"
WEDGE ANCHOR OR EQUAL @ 48"O.C. eEACH SIDE OF OPENINGS DO NOT USE J—BOLT APPROVED EQUAL) GIRDER PER PLAN
MAX W1 2"SQUARE WASHER -WITHIN 12" OF END OF PLATE SEGMENTS AT HOLD—DOWN TO TOP OF WOOD (D
CONNECTORS 0
1 0-
•TWO STORY-STUD TO BOTTOM PLATE @ -MAX 48" O.C. OTHERWISE PLATE 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE ct z
0
HEADER JACK/KING GROUPS AND @ 48"
O.C.W/SDWC1 5450 WALL SHEATHING TO PT SILL PLATE MASA TO SIDE OF
<
•SINGLE STORY-STUD TO BOTTOM PLATE WITH 8d COMMON, SPACING PER 8"EMBED AT STEMWALL 4 <4 BOTTOM PLATE W1(3) 0 >
@ HEADER JACK/KING GROUPS AND @ T I ABLE 2, ST-1 10d x 1 Y2" 0
BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC 2ND FLOOR WALL TO BEAM OR HEADER 0
2
32"O.C.W1(2)SDWC1 5450 AND CENTER OF FASTENERS. MONOLITHIC OR 4 .4 . MONOLITHIC OR .4 MONOLITHIC U_
STEMWALL FOOTING FOOTING ONLY MASA SET Y2"TO THE <
40 4 STEMWALL FOOTING INSIDE OF SLAB. STRAPPING11"METHOD FOR UPPER LEVEL FRAMING TO BEAM (OR
MINIMUM 1"/MAX Y4"GAP BETWEEN APPROVED ADHESIVE
PER PLAN GIRDER) z
4 4
BOTTOM OF PANEL AND TOP OF SLAB. OR EPDXY ANCHOR . 4<
4 _' 4
4 4 3- .4 – MONOLITHIC KING STUDS- EACH KING STUD TO BEAM/HEADER BELOW WITH 0
MONOLITHIC OR 1 0
4 MSTA36 (OR CS18) WITH (18)10d.
4 ! _j
4 i 0
STEMWALL FTG PER FOOTING ONLY -S. '
PLAN 4 4 SHFARWAI 1, z
'dy I <' C)
4 4'� DOUBLE STUD AT SHEARWALL ENDS TO
> 0
TITEN HD IN 2x4
W
x � BEAM/HEADER BELOW PER SW SHEAR WALL
N U)
DRILL & EPDXY TITEN HD IN 2x6 'ISCHEDULEON SHEETST-1
Y2
4 BOTTOM PLATE BOTTOM PLATE .4 MASAANCHOR "WHEN FLOOR SYSTEM EXCEEDS 16" DEPTH, USE SIMPSON -ij
ANCHOR CD
EXTERIOR SHEATHING TO RESO Y2" J-BOLT ANCHOR
WALL UPLIFT AND SHEAR AT SILL CS18 EXCLUSIVELY** <
N
PLATE. TYPICAL, UNO. ALTERNATE SECTIONS AT FLOOR
TYPICAL BOTTOM PLATE ANCHOR OPTIONS
-rYPICAL WALL SECTION BOTTOM PLATE ANCHOR NOTES: I z
(SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING 'A
2. TYPICAL ANCHOR E30LT SPACING IS 48" O.C., SEE PLAN FOR NON—TYPICAL BOLT SPACING. 0
W
TYPICAL WALL SECTION NOTES: REQUIREMENTS Ijj Uj
3. MINIMUM (2) ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. AN ANCHOR MUST BE <
1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x NO.2 SYP FASTENED W/(2) ROWS 10d @ 8 O.C. STAGGERED z
PRESENT WITHIN 12" OF THE END OF ANY PLATE U) (D
(UNO). MINIMUM 48" LAP W/ MINIMUM (20)1 Old IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 4. ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND 2" SQUARE WASHER D
0
2. IST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES.
3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL.
4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS < .0
U)
5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK > 0 z
0
0
SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER j () <
0
z 0 _j
>- FZ
W 0
x C14
< <
H]
Optimal 22Y2* < 2
Y'I.Min Y4 rrq n, Lj_.
4
Y4"rrin Y41rin
Rafter or Truss 23/4" M
10* 0* Y2"minimum 1 T�4 t"n 3
Y2"Min 30* edge distance Splice may o
for fu[I values Pressure
be in upper 41 0 U) 0
(with or without treated sill 0 0
a plate splice) or lower 0
3r V)
Do not install SDWC in <
Plato
hatched area
SDWC15600 30��/
1
Y2"Max 01 0o
Offset Y4"from Optimal 22Y2* Plan #: K1 466
Y2"Min x top plate splice PEX
3/4"Max SDWC1560) for full values SDWC1 5450 at sill plate connection F I ob #: 14-1039
Finish:Black E-Coafrm i
(1)SDWC (2)SDWC %t!PkFR U RAL
N2tq�Sloped-roof rafters may be sloped up to and including a SDWC15600 Rafter to Top Plate shown FaN.q 'k-'F3 I N G SHEET NUMBER
I
SDWC15600 12:12 pitch and must be"birdsmouth"cut. SDWC1 5600 Truss to Top Plate similar Note:Sill plate anchor to foundation not shown for clarity. Note:Stud-to-Bottorn Plate shown.All other installations similar.
reNS
sTANaARD SDWC ROOF TOWALL INSTALLATION DARDSDVVCROOFTOWALL INSTALLATION RANGE OPT SDVVC INSTAUATION-TRUSSRAFTERALIGNEDVATH STUD CPrr.SDVVC INSTALLATION RANGE 3 S�WC MIN,_EDGE DISTANCE FOR TOPPLATE SPLICE SDWC EDGE -7 4
2a
2 SDWC STUD-TO-SILL PLATE CONNECTION 13 DISTANCE AND SPACING INFORMATION
OF ST-5
Ile
F1 JACKIKING GR Ul�_
U)
in
C
(D
E
'04 I I F�4,Uj�k"Y, P.E.
1� Olt%
G�, ENN LAYTON HOMES 114A** 71 457
11 -21 -2014
An
o in 0
:3 6
E
0
(1)DIAGONAL BRACE PER(19,)TRUSSES APPLIED TO
OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT c > 0
-2
TOE-NAIL MIN 2X4 NO.2 SYP BLOCKING 0
CL E
BETWEEN TRUSS TOP CHORDS W/ APPROXIMATE 45*ANGLE T?NO LESS THAN(3)TRUSSES. U) >,
CD W c: Q)
0) 0
(3)10d COMM NS EACH END ROOF DECK Q) 0 c: 4� 0
CONTINYOUS LATERAL RESTRAINT 0 0 0
2X4 SYP OUTRIGGER @ 24"O.C. a
(CLR). QJIJA TITY AND LOCATION
0 41
CLIP TO GABLE TOP CHORD WITH E c: c! 0
D TRUSS SHOP DRAWING. 0 0 (t)
x x 0
0
(1)H2.5T w/(10)8d x 1-12'
7 <
2X4 NO.2 SYP BLOCKING BETWEEN I Iv 0
OUTLOOKERS. FASTEN EACH
:2 0 0) Q)
BLOCK TO ROOF DECK AND DBL
0
FASTEN 2x6 NO.2 SYP TOP PLT WITH 8d COMMON @ 3"O.C. c: 0
`L-it -S 0 2
Q) 31: _u CL*i
DIAGONAL BRACE TO APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE U) E cn
BLOCKING W/(6) GABLE TRUSS SIDE OF WEB� MADE OF MORE THAN ONE PIECE, Q) 0 a
= -0 0
.10d COMMONS DO SO WITH OVERLAPPING BRACES >1 Z) 0) - c:
c: 0 - 0 0 -
LIKE THIS(TYP EV RYWHERE 0
0 =0 2
SEE PLAN
2x6 NO.2 SYP DIAGONAL BRACE, WALL SHEATHING PER PLAN
UP TO 8FT SINGLE 2x6 ONLY 0 3r L_ .2
o
UP TO 20 FT,2x6 W/2x6 T-BRACE - c
, 8 n- 0 w 0
= .O c: o . c,: 23
L OR T BRACE VERTICAL <
CL
REINFORCEMENT PER 0 CL E
TRUSSES NEEDING BRACING L_ , M E ,4-
0 c
TRUSS ENGINEERING 0 U) CL 0 0
CD uj 0 - -0 0
FASTEN 2x6 NO.2 SYP"T-BRACE" E c: 0 0
W Q) E
TO DIAGONAL BRACE W/1 Od :3 C\4
E
(n W 02
COMMONS @ 3"O.C. LATERAL BRACING - MULTIPLE TRUSSES a > 4--
8'-0"OR AS SHOWN ON PLA�N 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2X4 NO.3 SPF OR BETTER(UNO). -
1999 Wells Road
2x4x8'-O"NO.2 SYP LATERAL 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE,IMMEDIATELY
BRACE @ 48"O.C. FASTENED CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS.
TO EACH TRUSS W/(3)10d 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS
1"ATC W/T'SQUARE x COMMON NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. Orange Park, Ft,
2 8 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO).
WASHER @ TOP OF BEAM 5. DESIGNED PER BCSI-133,2007. 32073
DBL TOP PLATE PER PLAN
FASTEN,(I)SIMPSON HGA10 BRACE CONNECTOR
FROM TO DIAGONAL BRACE TO TOP PLATE C)
2x8 NO.2 SYP PT
GABLE TRUSS TO TOP CHORD CONNECTION ROOFLEDGER
(2)ROWS Y4"x3Y2"SDS- CONTINU cq
=r-z SCREWS @ 12"O.C., OUS LATERAL RESTRAINT WEB
A)TOE-NAIL TRUSS BOTTOM a6"MAX j6"MAX a6"MAX CD
i I I STAGGERED H2.5T BRACE SUBSTITUTE 0)
SYP ROOF SUPPORT BEAM, `,PHORD,TO TOP PLATE
SEE PLAN FOR OSB OR PLYWOOD 2x6 FRAMED EXTERIOR
4. - �,NI10d COMMONS @ 8"O.C. WEB MEMBER SPECIFIEDT:ALTERNATE BRACING
BEARING PLATE WALL PER PLAN 04
SPECIFICATION (2)2x8 NO.2 SYP PT BEAM SIZE CLR TORL SCAB C14
fl C14
DRILL BETWEEN PLIES OF 13).�STRAP TRUSS TO TOP PLATE co
BEAM TO ALLOW ATC TO BE �JINITH MSTA1 2 W/(8) 2X4 1 ROW 2x4 (1)2x4 _j
2X4 2ROWS 2X6 (2)2x4- LL
CONTINUOUS d COMMONS @ 48"O.C. N_/ T-BRACE FASTENED TO Ld
2x8 BLOCKING BETWEE 10 L , _j
STUDS/FLOOR JOISTS WEB W/ d'AT 6"O.C. 2x6 I ROW 2x4 (1)2x6
2x6 2ROWS 2x6 (2)2x4' >
ADJACENT TO LEDGER I z
(1)2x8 0
2x8 1 ROW 2x6 U) c
2x8 2Z �S 2x6 (2)2x6*
XVX6"LONG LAG BOLT
PIER TO TOP OF PORCH BEAM GABLEANGLE BRACING DETAIL (WI HGA1 0) L-BRACE FASTENED TO
WEB W/1 Od AT 6"O.C. C4 Lu Lu
11__Y2"ATC CONTINUOUS FROM CMU 131 _]L__!? _ I C)
1) MAX.TRUSS SPACING=24"O.C. SINGLE TRUSS BRACING I- c
2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM w
OVERHANG PORTION OF DETAIL FOR NOWDROPPEC GABLE BRACKETS TO DBL BLOCKING I. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL
>=
RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE (n
TRUSSES W/12"OR LESS OVERHANGS. (2)2X8 BLOCKING BETWEEN W1 X2"x6-'LONG LAG BOLTS AS
WALL STUDS @ BRACKET SHOWN SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. Lu
WEB W/1 Od AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR
LOCATIONS 'IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 0
REQUIRED,fPPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND
9x9 OR LARGER NO.2 SYP PT 0�
j6"MAX al"MAX 6"mm TO EACH FA�PE OF WEB. GRADE AS WEB TO BE BRACED. <
HOLLOW COLUMN
z
0 C/3
D SHED ROOF DETAIL
C.0
D
U) Lu
C/3
uj
> LO
0
OPTIONAL COUPLER RATED z
FOR#3200 TOE-NAIL MIN 2x:q._NO 2 SYP BLOCKING 2X4 NO.2 SYP BLOCKING BETWEEN
S§TOP CHORDS W/ OUTLOOKERS. FASTEN EACH
BETWEEN TRU w
(3)1 Od EACH EN BLOCK TO ROOF DECK AND DBL
TOP PLT Wt 8d COMMON @ W O.C.
BRACE TO BLOCKING W/(6)1 Od ROOF DEC
2X4 SYP OUTRIGGER @ 24"O.C.
FASTEN 2X4 NO.2 SYP DIAGONAL
K
ROOF TRUSS ROOF TRUSS CLIP TO GABLE TOP CHORD W/
OR RAFTER OR RAFTER x
(1)H2.5T W1(10)8d x I-!'
2
x z
GABLETRUSS cl
ATC W/3"SQUARE x-81" ATC W/3"SQUARE x w
8 0 'i
2x8 SYP PT FLOOR JOIST WASHER @ TOP OF BEAM �VASHER @ TOP OF BEAM
PER PLAN 24"LONG 2X4 NO.2 SYP LL Phone:
10 SCAB APPLIED TO
LOCATE JOIST TO ALIGN ON
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FRAMING DETAIL GLENN LAYTON HOMES P.E. NO. 71457
1 1 -21 -2014
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T E C H 1 � 0 L 0 G Job #: 14-1039
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GLENN LAYTON HOMES P! 71457
1 1 -21 -2014