HomeMy WebLinkAbout38329 15th AveAREAS
WILDING DATA
STRUCTURAL DESIGN CRITERIA
NEW fRESI'DEN10E
AIR CONDITIONED
IST FLOOR 14S.3
2ND FLOOR 816
TOTAL AC; 15".3 SF
FRONT PORCH 61
3a3213 IE�TH AVE BACK PORCH
TOTAL PORCH 133
I
ZE HY HLLS I=L
383213
I
CID
A
CID
I
I
FRONT ELEVATION.
114 11 = I, -oil
LEf=T ELEVATION_
1/4 11 = 11.011
TOTAL
SP
16W.3 SF
FL PRODUCT APPROVALS
SILVERLINE HORIZONTAL SLIDING WINDOWS
14S%4-R2
AMERICAN CRAFTbMAN WINDOWS SW SERIES 10
IS115.3, 11311S.4
PGT VINYL WINDOWS SW 5400
2313,13
PGT VINYL WORM ROLLER WR5410
242.13
TWERMATRU FIBER. EXT. SWING DOOR
5891
PLASTPRO FIBER. EXT. SWING DOOR
11184J
GAF ASP14ALT SHINGLES
10124-R20
ATLAS ASPHALT a"INGLES (ALT)
16305-RD
WARRIOR ROOFING UNDERALYMENT
234(p-R1
SIMPSON H2.5A
10456.2
ABU"
10860.4
W13028-2
10966.5
MSTA 24
10852,1
WST 16
10852,4
WINL.,' Or-==L.0 1�� . .1 �
RISK CAT 11
WIND IMPORTANCE FACTOR — (1w) a 1'0
WIND EXPOSURE — "B" (FBc I1&0r0'1'q)
INT. PRESSURE COEFFICIENT - +/- 0.15 (ENCLOSED BLDG)
COMP, AND CLADDING (PSF)
ZONE 1
30,8,
-32.1
ZONE 2
30.8,
-38.6
ZONE 3
30.8.
-38.6
ZONE 4
33.0,
-36.0
ZONE E,
33.0,
-42.6
ALL WORK SHALL CoMpLy TH PREVAILINO
CODES FLORIDA 13UILDINO W1
NATIONAL ELECTRIC CODE'000E
AND THE CITY OF
ORDINANCES ZEPIqYRHILLS
R'EV'EVV DATE
CITY OF ZEP
PLAN E)CAMI H) HILLS
THIS DRAW!NG AND OF -SIGN 16 VALID
FOR 12 MONTHS AM T14E DATE IT
15 SIGNED AND SEALED.
CODES: FLORIDA BUILDING CODE, 2011
CONCRETE: 3000 PSI, 3-5" SLUMP
SLAB MIN 4"
REINFORCING. rpX& WELDED WIRE FABRIC, ASTM A185
ALL REINFORCING BARS ASTM A615-40 40,000 1-61
CONCRETE
MASONRY
UNITS:
WOOD FRAMING:
ASTM C'30-99b, STANDARD WEIGHT UNITS, fm-1500 PSI
MORTAR TYPE "S" 1500 PSI
CONCRETE GROUT 3000 PSI
BEAMS, RAFTERS, JOIST, PLATES, ETC. U,N.0,
NO. 2 SOUTHERN YELLOW FINE (19% M.C,)
ROOF DECK: PLYWOOD C�-C/C-D, EXTERIOR, or 085
FLOOR SHEATHING; T4G A-C GROUP I APA RATED (49/24)
6i
0
<
(L
CD
>
0
ALL STIRRUPS AND TIES ASTM A615-40 40,000 PSI
WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR 085
DESIGN LOADS:
MIN. COVER TO STEEL U.N.O. 16 3" AGAINST
WOOD ROOF
TOP C14ORD LIVE/DEAD LOAD: 30 PSF
EARTH, 1.5" EXPOSED TO EARTW/WEATHER, I"
TRUSSES-
BOTTOM CHORD DEAD LOAD: 10 PSF
INTERIOR SLABSIWALL5, 1.5" INTERIOR
TOTAL: 40 PSF
5EAMS/COLUMN8
ATTIC WITH FIXED STAIRS LIVE LOAD 30 pSF
MIN. LAP SPLICE OF 48 BAR DIAMETERS, BUT NOT
WOOD ROOF
DEAD LOAD 15 PSF
LESS THAN 25". DO NOT SPLICE TIE BEAM REINF
TRILISSES-
LIVE LOAD 40PSF
OVER OPENINGS
TOTAL 55 PSF
m
-MAXIMUM TRUS6 DEFLECTION OF 1/2"
Lu
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SOIL BEARING
2000 PSF
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fREA*"11w<ff" ELEVATION-
11/411 = V-011
tm
fq%.-II(SHT ELEVATION.
1/4 11 = 11.011
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FOUNC)ATION
Orp DOWEL LAP-
25" MIN W1 WALL
REINFORCEMENT
TOP OF FOOTER
MINIMUM OF 8" BELOW
FINISH GRADE
3 0 5 REBAR
MIN 31, COVER
0
4" STEP
4" SLAB KEYED TO STEM WALL
WWF roXro WI.4XWI.4 OR
FIBER REINFORCEMENT
MIL. VISQUEEN VAPOR BARRIER
05 DIA. IN BOND
BEAM FULL PERIMETER
05 REBAR 6 48" O.C, W1
GROUTED CELL TERMINATING
IN HEADER BLOCK WITH
STANDARD 130dog HOOK
TYPICAL STEM WALL FTG*
EXPANSION JOINTT__\
is PORCH
4 7' - 4 7;
8" THICKENED
W/ I orp
( ) PORCH/GARAGE STEP DOWN
0) 0 rp 110MMAIP
MIN 31' covER
1211
WWF (oXro WI.4XWI.4 OR
F15ER REINFORCEMENT
ro MIL. VISQUEEN VAPOR BARRIER
(: ) FORCH THICKENED EDGE,
A
N
11 1-011
221-011 1 181-011
131-411
161-011
f=OUND TION L N
1/4 11 = I, oil
I
I
FILLED CELL NOTES
FILLED CELLS WILL BE LOCATED AT MAX SPACING OF ro' AND ON EITHER SIDE OF
EVERY CORNER AND OPENING, THESE CELLS WILL HAVE A CONTINUOUS 05 RE5AR
FROM THE FOOTER TO THTE TOP OF THE STEMWALLS. ALL RODS WILL BE TIED WITH A
11
MIN LAP OF 25 , ALL FILLED CELLS WILL BE POURED SOLID WITH 300OPSI CONCRETE.
GENERAL FOUNDATION NOTES
1) CONCRETE, MATERIALS, MIXING AND WORKMANSHIP SHALL BE IN ACCORDANCE
WITH GOOD ENGINEERING PRACTICES AND SHALL CONFORM TO THE LATEST EDITION OF
ACI 301, ACI 318, AND ASTM C-c34
2) REINFORCING STELL SHALL CONFORM TO ASTM 1615, YIELD STRENGTH r. 40 KSI, MIN
3) MIN CONCRETE COMPRESSIVE STRENGTH a 3000 PSI AT 28 DAYS. CONCRETE
SLUMP a 3" - 5"
4) FOR READY -MIX CONCRETE, THE MAXIMUM TIME PERMITTED BETWEEN 5ATCHING
AND DEPOSITING IN THE FORMS 18 90 MINUTES. CONCRETE EXCEEDING THE ABOVE
SHALL BE REJECTED.
5) THE ADDITION OF WATER AT THE SITE TO INCREASE THE SLUMP SHALL NOT BE
ALLOWED AND SHALL BE JUST CAUSE FOR REJECTION OF THAT BATCH
(o) MIN CONCRETE COVER TO REINFORCING STEEL, UNLESS OTHERWISE NOTED:
CAST AGAINST EARTH - 31'
EXPOSED TO EARTH OR WEATHER - 1 1/2"
INTERIOR SLA58 AND WALLS - I"
INTERIOR BEAMS AND COLUMNS a 1 1/2"
1) ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE BY STANDARD
ACCESORIED DURIN CONCRETE PLACEMENT
8) PROVIDE MINIMUM LAP SPLICE OF 48 BAR DIAMETER$, BUT NOT LESS THAN 25
INCHES, FOR ALL REINFORCING 5ARS. UNLESS NOTED OTHERWISE, DO NOT SPLICE TIE
BEAM REINFORCEMENT OVER OPENINGS
S) IN BOND BEAMS, PROVIDE 5ENT BARS
10) VERTICAL STEEL LOCATED AS SHOWN ON PLAN.
11) THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS,
MIN BAR LAP SHALL BE 25 11
12) MASONRY UNITS: 1AW ASTM CSO
13) MORTAR: TYPE M OR TYPE 6 IAW 85C TABLE 1402.85 18 REQUIRED TO 5E TYPE M
(2500 PSI) OR TYPE 8 (1800 PSI)
14) GROUT FOR POURED CELLS AND LINTELS: 3/8" MAX AGGREGATE, S"-11" SLUMP,
3000 PSI (WHEN TESTED PER ASTM C-1019)
Irp) ALL METAL ACCESSORIES, FASTENERS AND CONECTORS TO BE HOT DIPPED
GALVANIZED
16) PROVIDE CLEAN OUT OPENINGS (12 SQ IN) IN CELLS CONTAINING SPLICED
REINFORCEMENT WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT
SLAe ON GRADE NOTES,
1) MIN CONCRETE COMPRESSIVE STRENGTH 300OPSI AT 28 DAYS
2) MIN SLAB T14ICKNESS 4 11
3) SLUMP AT POINT OF DELIVERY 3-5
4) WELDED WIRE FABRIC SHALL BE WWF roXro-10110, CONFORMING TO ASTM A185. FIBER
MESH 18 AN ACCEPTABLE SUBSTITUTE.
5) PLACED ELDED WIRE FABRIC CENTERED IN DEPTH OF SLAB ON GRADE UNLESS
NOTED OTHERWISE. LAP ALL MESH JOINTS TWO FULL MESHES.
ro) SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF DEPRESSED AREAS IF
NOT DIMESNIONED ON STRUCTURAL DRAWINGS
1) PROVIDE (o MIL VAPOR BARRIER WITH ro" TAPED LAPS UNDER ALL SLAB ON
GRADE
8) PROVIDE TERMITE PROTECTION AND VEGETATION GROWTH RETARDENT TREATMENT
OF SOIL
S) FILL AND EXISITING SU5-GRADE MATERIAL SHALL CONTAIN NO MUCK, STUMPS,
ROOTS, VEGETABLE MATTER, RUBBISH, OR OTHER MATERIAL THAT WILL NOT COMPACT
INTO SUITABLE SU5GRADE
10) FOOTING DESIGN 18 BASED ON 2000 PSI ALLOWABLE 5EARING PRESSURE WHICH
IS ASSUMED
11) CJ-CONTROL JOINTS IN SLABS ARE REQUIRED UNLESS THE CONCRETE SLABS ARE
CONTAINING SYNTHETIC FIBER REINFORCEMENT THAT HAVE FIBER LENGTHS FROM 1/2 11
TO 2" IN LENGTH. DOSAGE AMOUNTS SHALL BE 15 TO 1,5 POUNDS PER CUBIC YARD IN
ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION. SYNTHETIC F15ERS
SHALL COMPLY WITH ASTM C 111ro, THE MANUFACTURER OR SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WITH ASTM C 111ro WHEN REQUESTED BY BUILDING
OFFICIAL
12) FILL MATERIAL 18 REQUIRED. FILL SHALL BE PLACED IN 12" LIFTS AND COMPACTED
TO (39% DENSITY AS MEASURED BY THE STANDARD PROCTOR DENSITY TEST TO
VERIFY A MINIMUM OF 200OPSF ALLOWABLE SOIL PRESSURE AT 50TTOM OF THE
FOOTING,
13) SHOULD CLIENT REQUIRE ON SITE FIELD INVESTIGATION OF SUB -SOIL CONDITIONS, A
SOILS ENGINEER SHOULD BE ENGAGED TO PERFORM INVESTIGATION
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IN
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221-011
(ox(o POST 9PX(v POST
x
1�
51-7"
HMO
1-011
31-211 71-611 l'-4" 8 8
10'--811 13'-411 16'-0
401-0111
16T FLOOR FLAN_
1/4
OPENING SCHEDULE
�C D H !EGRESS
�OPENING IDI PRODUCT CODE OUNT REVERSE INGE DIRECTION SIZE
1 11 9-011
11
�48X36 SLIDER 1 NA NN 4'-0 x 3 No
2 136X36 SLIDER 1 NA NN 3'-0 x 3'-0 No
3 160X42 SLIDER 1 NA NN 5'-0"x3'-6"l Yes
4 48X36 SLIDER 1 NA NN 4'-0" x 3'-0 No
5 36X24 SLIDER 1 NA NN 3'-0 x 2'-0 No
A 32X80 COLONIAL A 1 2 NO L 2'-8 x 6-8 Yes
i 32X80 COUNTRY A 1 2 YES R 29-8" x 6'-8" i Yes
C)
- I
(0
AREA SCHEDULE
NAME AREA
Conditioned Space 749.3 sq ft.
Front Porch 67 sq ft.
Back Porch 66.0 sq ft.
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51-711
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221-091
101-1011
101-711
go] on
E3 ED 1 5 ED 2 '-e AIR HANDLER
6-611 61-6"
el \ (7) - - -,//
%31 911 1�
(D o'
A 1 1/2 If G) CY) I
---- u ------------- is -lk-
-------- -- - -- --- ---
161-81/211
42. WALL
036
UP
CD
01) V, 0
C 101-11/211
ui u
LO 1-011
1 31 3 7'-8
G)14
61-011 261-011
8 14f-5'Y2"
2nci 6TOfRY F--�LOCfR FL,4N-
1/4 11 = 1' 0 "
OPENING
1
2
4
ID COUNT
1
4
3
OPENING SCHEDULE
PRODUCT CODE SIZE
36X24 SLIDER 3 7-011 x 2y-olv
48X36 SLIDER 49-011 x 3'-0"
60X42 SLIDER 59-011 x 39-611
HINGE DIRECTION
NN
NN
NN
REVERSED
NA
NA
NA
EGRESS
No
No
Yes
A
3
32X80
COLONIAL A 1
29-811
x 69-811
L
NO
Yes
A
2
32X80
32X80
COLONIAL A 1
GLASS
29-81'
x 6'-8"
R
NO
Yes
E
1
21-811 x 6 9-811
L
NO
No
F
1
32X80
COLONIAL POCKET 1
2'-819
x 69-81'
N
NO
Yes
H
1
24X80
60X80
BIFOLD LOUVER 1
BIFOLD COLONIAL 2
2 Y-011
x 6-811
L
NO
No
No
1
5
5 P-011 x 61-8"
LR
NO
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ICT
C\l
21-(
-Iro" FLOOR TRU%4
BOARD AcfRce,,c
FLOOR TRUSS 6)
TRUSS ENGINEER
04�6E
FOR HYAC,
51URF
Lf
—FOFR-
15"
FL,'-�)OR
I
HOLE IN FLOOR TRUSSES
FOR STA[RS
. . . . . . . .............. .......... .
\10"
0/
--2-11
(LID
-Ad
11 1-091
171-011
)S AT 24" O.G, AND A 2X4 RIM
, TOPS OF FLOOR TRUSS ENDS.
'STEM TO BE DE61GNED BY
I THIS 16 A REFERENCE.
GIRDER FLOOR TfRU55 OVER FRONT FORC�4
2nd 5TO Y FLOO F AMING AND HVAG
AREA SCHEDULE
NAME AREA
Conditioned Space 816.0 sq ft.
1/4 11 = 11 all
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ELECTRICAL
IST FLOO ELEC:T IC L
1/4 11 = I, oil
ELECTRICAL NOTES
1. Outlet heights as measured from
f inished floor to bottoom of box
is 12"
Kitchen:
44 It
Bathroom:
3S
Laundrq:
3 5
Ran!@e:
211
2. Trim plates 4 devices to be !@anged,
where possible
3. Electrical switches to be at 44"
4. Electrical plan is for bid purposes
onl�. All work shall be in accordance
with the latest edition of the N,E,C: bSI
a licensed electrician, who shall be
responsible for the installation and sizin!@
of all Wring and accaeorles.
5, Smoke detectors shall be in accordance
with the 2011 Florida Building Code, If there
is a gaa, appliance or fireplace, carbon
monoxide detectors must be placed within 10
feet of each bedroom. .4 Combo smoke/GO
detector will work
6. Provide AFCI's (Arc Fault Interrupters)
in all bedrooms as per N.E.C.
ELECTRICAL LEGEND
ELECTRICAL
COUNT
SYMBOL
ceiling fan 4 bladed 01
1
+
can light 6inch
19
0
ceiling dish round
1
ceiling dish square
1
spotlight double with motion detector�
electrical panel
2
1
-T
1
14
3
fan 50 CFM
outlet
outlet 220v
i- CFM
outlet gfi
6
&IR
switch
11
S
switch 3 way
3
13
2ND FLOO ELECT IC: L
1/4 11 = I, (oil
M
1*3 Aid
LT :1 T�
/0
OFN
50?F�
I switch 3 way 3
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ASPHALT SWINGLE ROOF m
—WOOD TRUSSES PER MFGR. RECOMMENDATIONS OVER w
1/2" PLYWOOD ROOF SHEATHING INSTALLED > w
PERPENDICULAR TO ROOF TRUSSES 0
WITI-4 STAGGERED END JOINTS, NAILED X
WITH SD COMMON NAILS 0 6" O.C, ON 0-
I _' 13-
EDGES AND IN FIELDS, AND 0 4" WITHIN 5'
OF EDGE OF ROOF, OVER ENG. WOOD TRUSSES
W2.5A HURRICANE
CLIP ON
R-30 BATT INSULATION
TRUSSES
NON GIRDER
BETWEEN TRUSSES
1/2" GYP. 5D. CEILING
TAPED AND SPRAYED
(2) 2XI2 HEADER WITH 1/2" PLYWOOD GussET
2 X 4 STUDS a Iro" O.C.
SPF CONST GRADE OR BETTER
RM BATT INSULATION
1/2" GYP. BD.
TAPED AND PAIIITED---�
1/2" A30-7 THREADED ROD
ATTACHED TO J-BOLT EVERY ro'
WITH 1/2" TITEN HD ROD COUPLERS
AND TOP/15OTTOM PLATE WITH 1/2"
NUTS AND WASHERS
3/4" sTURDI-FLR (23/32")
Iro" FLOOR TRUSS a 2'OC WITH
3/4" SUIB-FLOOR CREATES A
11 L_
110. = f-L-L.1vm � 1 0 1 mr-1 * li.Kl+
RIM BOARD ON TOP OF
TRUSS ENDS AROUND
PERIMETER
R-19 INSULATION IN BETWEEN
FLOOR TRUSSES
2X& PT BOTTOM PLATE
SIMPSON LBOLT50800 1/2"
X 8" J-BOLT OR EQUIVALENT
STAGGERED MAX 39," AND
WITHIN 6" OF CORNERS AND
OPENINGS.
POURED TOP COURSE KNOCK -OUT BLOCKS
WITH (1) 05 REBAR. ALL VERT REBAR Wl"
BE TIED TO WORIZ REBAR
8" X 8" CONCRETE LINTEL WITH (1) 0 5 BAR
ABOVE OPENINGS EXTENDING 9" PAST ON
EACW SIDE
1/2" DRYWALL OVER ix FURRING STRIPS
AND RIGID Rro OR BETTER INSULATION.
HORIZONTAL IX4 ACROSS TOP AND
BOTTOM FOR FIRE STOPPING AND TRIM
NAILER.
FOR NON -MASONRY LOAD -SEARING
WALLS, USE 1/2"xS" J-50LTS AT 4' OC
AND ON EACH SIDE OF ALL
SPLICES, OPENINGS, AND CORNERS.,
USE 1/2" TITEN WD ROD COUPLERS
TO FASTEN THE 1/2" THREADED
RODS OF THE INTERIOR BEARING
WALLS TO J-BOLTIS, 1/2" THREADED
ROD EPDXIED INTO SLAB WITH AN
0" EMBEDMENT MAY BE USED IN
LIEU OF I/2"X&"J-BOLTS
9pMIL VAPOR BARRIER
TREATED, CLEAN, COMPACTED FILL
TYPICAL WALL
1.4
2411
HUG20-2 FOR
BEAM TO WALL
12"
ALUMINUM DRIP EDGE
VENTED VINYL SOFFIT
WARDI PLANK SIDING
OVER TYVEK HOUSE WRAP
1/2" PLYWOOD. FASTEN W1 8d
COMMON, NAIL SIDE EDGES AND
INTERIOR EDGES Oro" OC AND END
EDGES *&" oc IN STAGGERED ROWS.
KEEP SHEATHING OFF MASONRY. RUN
PLYWOOD TO BOTTOM OF 2X& BILL
PLATE
PROVIDE 2X4 BLOCKING IN WALLS
FOR NAILING TOP OF TRUSS TO
H2.5A HURRICANE CLIP FOR
TRUSS TO BEAM/WALL
CONNECTIONS
NAIL 1/2" PLYWOOD TO UNDERSIDE
OF TRUSSES AND ATTACH VINYL
SOFFIT FOR CEILING
-- — - — - — - — - — -
8" BLOCK EXTERIOR WALLS 9'wEIGHT
-(12 BLOCKS)
CEMENTATIOUS COATING OVER 8"
BLOCK 1/2" THICK
1- 05 VERT 0 CORNERS, OPENING'S
AND ro'-O" O.C.. MIN 30" LAP
16
#4r h.,
2X4 OUTILOOKERS CONNECTED TO
TRUSS WITH H2.5A CLIPS
2-2X8 02 SYP NAILED TOGETHER
WITI4 STAGGERED 12d COMMONS
0 6" O.C. NOTCHED INTO POSTS
AND FASTENED WITH (2) 5/8" X
9" BOLTS W/ 2" WASHERS
CARRIAGE BOLTS, AND NUTS
- — - — - — - — - — - — - — - -
ro" X 6" PT
POST
SIMPSON ABUbb W/14
-I&d COMMONS TO POST
- (1) 5/8" EXP BOLT TO
SLAB
NOTES
1. (3) 2X4 STUD PACK 5ELOW ENDS OF GIRDER TRUSSES
(SEE TRUSS LAYOUT FOR LOCATIONS)
2, ALL HEADERS ARE DOUIBLE MINIMUM (2) 2XIO WITH 1/2"
PLYWOOD SPACER
3. lx4 PT FURRING STRIPS AT TOP AND 50TTOM OF
WALLS AND AROUND OPENINGS. IX2 PT EVERYWHERE
ELSE.
Iro-15 " FLF
8' IS' WAL
CROSS SECTION A
STAIR DETAIL
NOTE: CELL
MUST BE
GROUTED
SOLID AT
BEAM CONN.
(2)2X& BEAM
BLOCK
iD TO SLAB
4TS
3811
HANDRAIL5 5HALL HAVE A EITHER A CROSS
SECTION DIA. BETWEEN 1-1/4" TO 2" OR SHALL
PROVIDE EQUIVALENT GRASPABILITY.
CLEAR SPACE BETWEEN HANDRAIL 4 WALL
SHALL BE A MIN. OF 1-1/2" INCHES.
PER PLANOR
SEE 1=1 EVATION
HUC-28-2
5EAM/WALL CONNECTION
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--THIS ROOF PLAN WAS DRAWN AS A REFERENCE FOR THE TRUSS ENGINEER. THE TOP ROOF Is A FULL HIP WITH A 4/12
PITCH, THE BOTTOM ROOF OVER THE PORCH 18 A 4/12 GABLE, DIMENSIONS ARE BASED OFF AN 18" OVERHANG.
- 2X4 OUTLOOKERS (SEE T"rPICAL WALL)
SHORTER TRUSS TO SUPPORT OUTLOOKERS
ROMM]
GIRE
16T FLOO 00F
1/4 11 = I, -oil
CONNECTIONS
1. CONNECT ALL NON-GIRIDER TRUSSES TO WALLS/BEAt-16
WITH SIMPSON �415A,
2, CONNECT GIRDER TRUSSES TO WALLS WITH (2)
6IMP50N HTSI&
3. TRUSS -TO -TRUSS CONNECTIONS TO BE DESIGNED EB'T'
TfRU66 ENGINEER
NOTES
1, ALL GIRDER TRU66E6 TO BE 6UPPORTED AT EACH
END B*r A MINIMUM OF (3) 2X4 STUD PACK
4U'-U"
2ND FLOO 00F
1/4 11 = V-011
GIRDER TRUSS CONNECTED
TO TOP PLATE W!TP HTS16
ON EACH SIDE
(3) 2X4 STUDS UNDER G1
TRUSSES
FRDER
(2) 2xI2 HEADER
L
WALL 6T A ING
'A ^1 ^11
NON-GIFRIDER TFRU55ES
CONNECTED
TO TOP PLATE WITH H2.5,4
m-STA24 DIAGONAL FROM OUTSIDE
KING STUD TO JACK STUD ABOVE or
TOP PLATE (SHOWN)
2X4 BLOCKING AT SHEATHING
JOINTS
1/2" ALL-THIREAD EVEfR-T' ro' AND ON
EITHER SIDE OF EVERY OPENING
AND CORNER
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