Linkside Drive 1605 HERCULES STEEL BUILDINGS
7554
P.O. BOX 14839 5 OF 7
•r JACKSONVILLE, FLORIDA 32238 APRIL 7, 2000
904-777-8004
CHARLES L. LOYD, P.E.
2093 CHERRY ROAD
CABOT, ARKANSAS 72023 1400 LLC
1400 MAYPORT ROAD
501-843-9790 JACKSONVILLE, FLORIDA
FLORIDA PE # 40371
6x6-10/10 WWM
FINISH GRADE
z
O O
Z 1 III s
! I---I I 6 MIL VAPOR BARRIER
acv Tj O
4—#4 CONTINUOUS
REINFORCING BARS
CONTINUOUS THROUGH
FOOTINGS
ff 1f-0�
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GRADE BEAM _�' 4p3..».
AIR
,. flflllflu .a.`
HERCULES STEEL BUILDINGS 655OF 7
P.O. BOX 14839 APRIL 7, 2000
J JACKSONVILLE, FLORIDA 32238
904-777-8004
CHARLES L. LOYD, P.E.
2093 CHERRY ROAD 1400 LLC
CABOT, ARKANSAS 72023 1400 MAYPORT ROAD
501-843-9790 JACKSONVILLE, FLORIDA
FLORIDA PE # 40371
6x6-10/10 WWM
FINISH GRADE
0-
I6 MIL VAPOR BARRIER
T
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#3 TIES @ 18' 0-c-
4-#5 CONT TOP & BOTTOM
REINFORCING BARS
CONTINUOUS THRU FOOTINGS
1 -p
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40371
GRADE BEAM - GB2 2 EACH SIDE OF WIND COLUMN �
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r••.,•�.�o v ��4.,
t 7554
HERCULES STEEL BUILDINGS 7 OF 7
IN �� P.O. BOX 14839 APRIL 7, 2000
f( `1 JACKSONVILLE, FLORIDA 32238
904-777-8004
CHARLES L. LOYD, P.E.
2093 CHERRY ROAD 1400 LLC
CABOT, ARKANSAS 72023
501-843-9790 1400 MAYPORT ROAD
FLORIDA PE # 40371 JACKSONVILLE, FLORIDA
EARTHQUAKE DESIGN DATA --- 'LIFE SAFETY ONLY'
PEAK VELOCITY RELATED ACCELERATION A„ 0.10
PEAK ACCERERATION AQ 0.05
SEISMIC HAZARD EXPOSURE GROUP GROUP I
SEISMIC PERFORMANCE CATEGORY C
SOIL PROFILE TYPE S4 S = 2. 0
BASIC STRUCTURAL AND SEISMIC SYSTEM ORDINARY MOMENT
FRAMES OF STEEL
RESPONSE MODIFICATION FACTOR R 4. 5
DEFLECTION AMPLIFICATION FACTOR Cd 4. 0
ANALYSIS PROCEDURE UTILIZED EQUIVALENT LATERAL
FORCE PROCEDURE
FOUNDATION GENERAL NOTES,
SOIL CONDITIONS TO BE VERIFIED AT FIELD TO MEET OR EXCEED AN ALLOWABLE BEARING PRESSURE
OF 2,000 PSF. EXPANSIVE OR ACTIVE SOIL TYPES (PI>20) NOT ALLOWED. ALL CONCRETE WORK TO
REST ON UNDISTURBED SOIL OR A MINIMUM OF 8' COMPACTED SELECT FILL MATERIALS.
ADEQUATE DRAINAGE OF SURFACE WATER MUST BE PROVIDED DURING CONSTRUCTION AND THROUGHOUT
THE LIFE OF THE STRUCTURE.
SLAB LOADS TO BE LIGHT DUTY TRAFFIC WITH MINIMUM IMPACT LOADS. j
CONCRETE TO HAVE A 28 DAY COMPRESSIVE STRENGTH OF f'c = 3,000 PSI.
CONCRETE IS TO BE IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN CONCR`F�I' ' TITUTE (ACI 318).
REINFORCING BARS TO CONFORM TO ASTM A615-'SPECIFICATIONS FOR DEFORMED .DIUL��` �Ea.��aRS FOR
CONCRETE REINFORCEMENT'.
1037}
STEEL STRENGTH fy = 60,000 PSI FOR BARS (GRADE 60). a
MINIMUM REINFORCEMENT FOR WELDED WIRE FABRIC fy = 50,000PSI 9 :.. STATE OF �
.:�
FABRIC TO BE CONTINUOUS THROUGH JOINTS.
F* �2-o
�� COMMERCIAL. LOAD.CALCULATIONS
(ROOM ZONE or MOCK LOAD)
EAk conditioning Contractage of Aalenca
1513 16th street.N.W.umgtoe Dr_ FORM N- 1
Far. Name gtane
i c , d t7tir State
ar. Coniraesor Phone
State Z10
1. DESIGN CONDITIONS(COOLING)
(Time of Day 3 m ) (Daily Ran Ig rV) t
9e ITatttuoe__-3-0---J
A Inside do74� � FW .57
� ►.) 9 b_-$,
OutslaeootJo m. 9 pioutoeao � 9
_ Grams
rm�
time of oap corrections_Q_t)min"mstoe orfoum 2`S= 4 7.D.
Z SOLAR RADIATION HEAT GAIN THROUGH GLASS. COOLINff LOAD
Esoosure Shading andior sonarea Notes
Solar Factor Crass Factor
!G. . . . . . . . 6P. . . . . X . . . Io`� . X . . . . +7g . . a . . . .� . . . . . .
. . . . . . . . . . . . . . . . X . . . . . . . . . . X . . . . .+7$ s . . . . . . . . . .
. . . . . . . . . . . . . . . . X . . . . . . . . . . X . . . . :78.•. a . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . X . . . . . . . . . . . . X . . . . . . . . . : . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . X . . . . . . . . . . . . X a . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . X . . . . . . . . X . . . . . . . . . . a . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . X . . . . . . . . . . . X . . • . . . . . s . . . . . . . . . .
X X . . . s
'3. TRANSMISSION GAINS
Edutraient or
Etoosure Sp Ft. U Factor Temp 011f
Giasa N� . .X . . . . . 8. . . . X
. . . . . . . . . . . . . . .X . . . . . . . . . . . X . . . . . . . . . . s . . . . . . .
. . . . . .X . . . . . . . . . . X . . . . . . . . . . . s . . . . . . . . . .
y3?'' X . . . . ..01b . . . X . . . . ( . . . . _ . .
a�. . .`?i 1Z .X 0�1' X . . 3`L . . . s
x '
. . . . .�OS�. . . . X 2.i,' a I6C
Doors X . . . . . . . . . X . . . s '9. . . . .
X . . . . . . .i . . . . X . . . . . . . . . . a
Partitions X . . . . . . . . . . . . X s
Floats JC . . . . . X [p1 . . .
Root .X . . . . . :�Ob. X
Rootrcailing . . . . . . . . . . . . .X . . . . . . . . X s
RA Caning . . . . . . . . . . . . . . .X . . . . . . . . . . . . X a
Use rattle 94 to aetemnne the Temperature Difference Across a Return A60,Canino
4. INTERNAL HEAT GAIN went
a. Occupants Numoer Sensiale Latent
�.?. X . . . . . *315. . . .
�Z► X X . . � s . . . .
X . . . . :
b. Lights & Others
watts
NOTE Use 60%of incandescent Lights X J a
installed Watts for Fldutescent L,gnts 3 y X a t = 1 A t i z
ilgnts in return
air telling. Load Usage
N.PN P. gtuh Factor Factor
Motors X. X
X. X
X. X.
Sens Lat Usage
Aoouantes x \. O `t�o�
• x
Other x
cesinneo to Le used wnn OCG•ma'lurs t7 pia! I 9uct01a1
Pao.r sualetas
5. I N FI LTRATiON
4 �
feMrttin q . . . x an Tom 0111. . . . . . S X1.1 = 1�2>bL•I 5
fl�rmet x Grains Otff. ''-'Q . 11" = q "1
6. SUBTOTAL COOLING: LOAD FOR SPACE 1
7. SUPPLY DUCT HEAT G,6IN o
Gaut factor. . . . . x Lim 6 Sensible Gain. . . . . ..
8. ROOM,ZONE OR BLOCK DESIGN LOAD
oda duo gain to to subtotal to
Use tors toad to estimate ins cooling cFm
(Une a Sermaiiii gkwoly TDl
cawing CFM = ..............:t.�.L�.r?...... p.1 s.....d.O..)
9.VENTILATION NOTE; For return air cewm9s an difference
a(outaoorQb ounumam-
ft%m . . . . . . . . . . . . .x as Tomo Out. . . . . . . . . . x 1.1 a . . . . . . . . . . .
"%n . . . . . . . . . . . ... Grans OUt. . . . . . . . . . . .x0.tid = . . . . . . . .
10. RETURN AIR LOAD FROM LIGHTING AND ROOF
NOTE ado 40%of the rnstauso incandescent U. . . . . . . . . . . . . . . . X3.4 . . . . . . .
watts for Lights recessed in a Flatuescant Lights. . . . . . . . . . . . . . . . . .X4.1 a It) . . . . . .
return aur cs*4
Plant Loam
NOTE.Use U value t ETD 80.Ft. V Factor M.
for root vnth no cawing. . . . .x. . . . . . . . .X. . . . . . . It?. . . . . . .. .
IETD correction tissed on plenum tentoerature.l
NOTE Subtract the cowing
load.rater to No.3. Calling Load Credit . . . . . . :. . . . . . . . . . . . . . . . . . .
11. RETURN DUCT HEAT GAIN ,
Gain factor. . . . . : . . . . .x Line a san:tea Cain. : . 7?3,35. . . . 3�g°
12.TOTAL LOADS ON EQUIPMENT(Btuh)
13. DESIGN CONDITIONS(HEATING)
Inside an.(•)rmnus Outside an. = O1Herenee. —7 0-3.-,)
14.TRANSMISSION LOSSES
HEATING LOAD
do
EsoosureSq.Ft. FeTj Tomo Oilt Lona Notes
. . .3-. . . X . . . . . . �. . . . . X
Windows
. . . . . . . . . . . . . . . X . . . . . . . . . . X . . . . . . . . . . a . . . . . . . . . .
Wails t� . . X . . . . .•.Rki. . . . X ?1'$. . . . _ . . . . . . . . . .
. . . . . . . . . . . . . . . x . . . . . . . . . . . . x . . . . . . . . . . .
. . . . . . . . . . . . . . . x . . . . . . . . . . . . x _ . . . . . . . . . .
Doors . . . . . . . . . . . . . . . x . . . . . :�: . . . . x . . . :n. . . . .
. . . . . . . . . . . . . . . x . . . . . . . . . . . . x . . . . . . . . . . . . . . . . . . . . .
Partitions . . . . . . . . X . . . . . . . . . . . . x . . . . . . . . . _
Floors . . . . . . . . ... . . }q . x . . . .:�l . . . . x
ROOF . . . . . . . . .iy(o'Z; . x . . . . :!ab. . . . x . . . . 35. . . . .
%atlCailong . . . . . . . . . . . . . . . x . . . . . . . . . . . . x . . . . . . . . . . . a . . . . . . . . . . .
15. INFILTRATION 3 o 3S � k
f ahn". . . . . . . . . . .X d0 Tieto Olff. . . . . . . . . .s 1 1 x
16. SUBTOTAL HEATING LOAD FOR SPACE
17. SUPPLY DUCT HEAT LOSS -t1yu2 23�'
.Lass faoot. . . .x Une 10 Sensrbte Gaut. . . . . . a
18.VENTILATION
ttrfntm. . . . . . . . . . . . .X an Timo 0111. .s t t =
19.HUMIDIFICATION LOAD Inside ati tassmits. . . . . .xfx. )
ft"Itin .................... . too x stwhr ....................
(weterl gamav ...........x ton it-! " ............ 100 = ..........
20. RETURN DUCT HEAT LOSS
u 1�u Z. Z•3-(t:
Loss tactor. . ,c57. . . . . .X we is toss .
21. TOTAL HEATING LOAD ON EQUIPMENT(Stuhf �Zlu Z I
t
HERCULES STEEL BUILDINGS
P.O. BOX 14839 7554
JACKSONVILLE, FLORIDA 32238 ONE OF 7
CHARLES L. L❑YD, P.E. 904-777-8004 APRIL 7, 2000
2093 CHERRY ROAD
CABOT, ARKANSAS 72023 1400 LLC
501-843-9790 1400 MAYPORT ROAD
FLORIDA PE # 40371 JACKSONVILLE, FLORIDA
1- GRADE BEAM - GB2 f GRADE BEAM - GB2
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f( JACKSONVILLE, FLORIDA 32238
904-777-8004
CHARLES L. LOYD, P.E.
2093 CHERRY ROAD
CABOT, ARKANSAS 72023 1400 LLC
1400 MAYPORT ROAD
501-843-9790 JACKSONVILLE, FLORIDA
FLORIDA PE # 40371
9•_6• 6x6-10/10
WWM
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FINISH GRADE
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HERCULES STEEL BUILDINGS 7554
P.O. BOX 14839 APRIL 7 2000
JACKSONVILLE, FLORIDA 32238
904-777-8004
CHARLES L. LOYD, P.E.
2093 CHERRY ROAD 1400 LLC
CABOT, ARKANSAS 72023 1400 MAYPORT ROAD
501-843-9790 JACKSONVILLE, FLORIDA
FLORIDA PE # 40371
• 6x6-10/10
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HERCULES STEEL BUILDINGS 75544 OF 7
1V P.O. BOX 14839 APRIL 7, 2000
JACKSONVILLE, FLORIDA 32238
904-777-8004
CHARLES L. LOYD, P.E.
2093 CHERRY ROAD
CABOT, ARKANSAS 72023 1400 LLC
1400 MAYPORT ROAD
501-843-9790 JACKSONVILLE, FLORIDA
FLORIDA PE # 40371
6x6-10/10
WWM
FINISH GRADE
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BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) 26" A.B.M.
ADDRESS: 1605 LINKSIDE DRIVE GRADE TYPE: A
COMMUNITY: SELVA LINKSIDE SOD: 2541 Sq.Ft.
LOT: 101 UNIT 2 6 PALLETS
DWG.: 1 O 1 S L2 . DWG FENCE:
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DATE: 4/24/95 FLATWK: 1026 l�l�rr'rl r�JrJ�r1 �]�11 J�OI��
DRAWN BY: R.A.M. FNDTN. TYPE: MONO
SCALE: I" = 20.00'
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NORTH FLORIDA DIVISION 1647 S.F.LtY1NG AREA CKED BY:
REVISION DATE
252/3q 2 S.F.GARAGE
0 S.F.COVERED PATIO SHEET OF REVISION DATE`
COPYRIGHT SOT g AD IG S.F.COVERED ENTRY "
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DATE REVISION DATE
NORTH FLORIDA DIVISION
S.F.LIVING AREA QKED BY: REVISION DATE
S.F.GARAGE
S.F.COVERED PATIO SHEET OF REVISION DATE
COPYRIGHT a 19 S.F.COVERED ENTRY
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_17 7
97 7 .0 4 ito I
777'Z7111317
Centex Homes
fiberglass shingles on felt WINQCQQE QQUISUCIMI 3EQUIREMENTS
over 1/2" o.e.b. sheathing
on pro-&ngIna*r@4 root 1 Studs: Rafter Ties 0 4'-(f o.c. and at each side of all openings,
Ivaries trusses 0 24 o.c. vorl"I r-30 insulation top and bottom plates:
cardboard Insulation baffles r— 1/:" calling board Top Plate: Hughes (RT2418)
L Bottom Plate: Hughes (RT1818)
(ries good for 865 lbs.)
1. hu has hd 2x aluminum so" drip — 1. hu hue qd 2x Trusses-, Minimum strap at each truss-Hughes Hold Down Strap
hold down straps 12 thold down Amps (True Tie). Trusses and locks with less than a 10'
xp. .
2. double 2x4 top plate —2. doubts 2x4 top plate spun to have (1) hurricane he clip.
3, rafter ties (hughes A1816) 2x$ p.t. fascia 3. rafter It!" (hughes rt'11518)
0 4'-0r o.c. and 0 each soffit 0 V—(f o.c. and 0 each Headers: To conform with SBCCI section 1707.3 wl applicable charts.
side of an opening vent aids of an opening Wall studs to meet section 1707.3.2 for header support
vorticle or horizontal 2x4 —22 gage ties I or G.C.vo and cripples.
oldinp approved for I X frieze 22 gage ties 32' o.c.h.
mu red wind &hour min. support for each Us Gable Ends-, See details provided on the plans for special
(200 lbs I/f min.) vapor barrier not to mtzoW 3 sq. ft.
(tivak or better) of wag area framing requirements.
1/x' drywall (Notes 1st truss must be dropped so that outlooker
siding war can be framed from 2nd truss back.
approved sheathing for —brick or stucco
r-11 Insulation required wind shear
(minimum 200 lbs I/f min.) Ilt drywall Sheathing: Sheathing to be comparable to 7/16" o.s.b. with
Q)f4 r*bar v"cal 6r nailing on edges and 112p interior to obtain
9 4TO.C. w/ minimum
bond of 17 top and d* bottami 1. 11tx1GF anchor bolts 0 3d* o.c. r-11 Insulation a minimum of 210 lbs. per I/f of shear.
2. 2x4 p.t. We plats set V14 mbar vertical
concrete slab wl In continuous bead of sealant aro.c. 'r/ minimum Girder Trusses: Trusses with an uplift of between 1000- 1800 lbs.
axe 10/10 W.W.M. over bond of 12 top and Irbottom shall have continuous connectors from top plate to
rf concrots slab wl
ax 1 Oq bottom Plate.
wmv. over
0 mom V
7�71,,,,' T— kr fibormsohnes used Top Plate- rt24 ( Hughes Manufacturing)
Bottom Plate— wal 50 Hughes Manufacturing)10 Q*r 0-th"T perimeter.)fin shed floor finished floor I
waterproof membrana-- E
M
itt=tfl
Ir concrete bloc I E or concrete block
1=tLl 1--tfl-- *a — —
w\ all calls filled I w\ all calls filled
NOTE:
Q . 40 44A 111 11.
compacted fill t. a W1J T . compacted fill ALL EXTERIOR WALLS ARE
finished W-ade •\J flnlahod\g do
flnlahod\g
1-W-E USED AS SHEAR WALLS
1frx Er concrete foo Note: 1. U114 robot at an comers 20rx IV conc. footer
INCLUDING ALL HEADERS AND
W/(2) #4 mbats 2. p of block to top of footing w/(3) #4 rebore OPENINGS WHERE PROPER
shag not ad 4' ar FASTENERS ARE PROVIDED. V opening 5" a.paning
"fs* less -
3. If stomwQll than 31 or less or more
then footing must be 1d' x 20r.
NOTE:
Stemwall Footer with Standard Wall Section ANCHOR BOLTS MUST BE USED
WITHIN V' OF ANY BREAKS
Scale: I/,?- il-cr (WINDOWS,DOORS) IN ALL
S H W WALLS. I Header ClippingPlacement
—:rx,Txllfr washer
P.t. bottom plate
— llrxlCf anchor bolts 0 Ser o.c.
2x4 blocking 0 sheathing joint blockin hurricane clip N-25 or better rt'1518 or equal top plate F1 Ff4;164-10/10 w.w.f. or fibormosh
71111"" structural roof sheathing--� 2x4 ouluigs0 2ro.c. 2x4 burgs rafter cont.
gle Wp
shinE
% .;=
fascia
compacted fill]
17.
"*-----top chord of gV and
,
truss dropped and garage door header C'4
r'o
cont. 2x1ocab from top 120( story)
to bottom chord 0 x—bracing 711ir o.s.b. wIS rick lodge
W x 0 (provide additional W's nailing on edge robor 16 —(2) #4 robar around R*rimotor,
2x4 scab cont. top to bottom at vertical If higher than both old" wl W studs around perimeter (two story) bond outside robar 2T at comer
chord 0 8'—Cf from gable ho [I a 4ar to form an 'If shape) I Natal garage returns Is" Nott. for a two story use
Note: 1 a! minimum width (3) # 4 rebare
on garage return. than V-1CF use 1913t
o.s.b. W/ 'Idd. nails. •
Monolithic Footer
Scale: I/ZP- I,-(f
bottom chord of gable end truss
opa28 w/(20)1 tad 2x4 stud
I: PA. bottom plate
(2) 2x4 top plate
2x4 scab If vert. web Is not present red head anchor
wl :"washercont. 2x4xlS #2 2x4 studs 0 1 Or o.c. :3 hurricane ci(p
lateral brace 0 47 o.c. garage floor_2x4 blocking 0 4ar o.c. between 1(f anchor bolt as required L. p.t,2x4
(2)ho clips 0 41r O.C. gable and [at truss F factor LF
4. � —*A
• Gara Door Return compacted flu
. Platform F r a m i n Gable Endd
, il—cr vapor barrier 16" (2) #4 rebars
scale. 11;r- 1'-0* Interior Bearing Wall FIM HLIKI)EI"I.DWO
Scale: I/;e.. ip—or Pug.. Ile-16-0r
M. 4/26/95 _j
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25 2 S.F.GARAGE
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COPYRIGHT ZOT S-1910 I�O S.F.COVERED ENTRY
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S.F.COVERED PATIO SHEET OF REVISION DATE
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Cent, ex Homes
fiberglass shingles on felt ANUCOUE ON IBUCTIM BBQUIREMENTS
over 1/2" o.s.b. sheathing
1z. on pre-engineered roof 1z' Studs: Rafter Ties ® 4'--0" ox, and at each side of all openings,
trusses O 24 o.c.
varies Voris r-� insulation top and bottom plates:
cardboard Insulation baffles Top Plate: Hughes (RT2418)
1/2" oolong board Bottom Plata: Hughes (RT181 B)
(Ties good for 865 lbs.)
1. hcidh down straps aluminum save drip 1. hu nes a 2x Trusses: Minimum strap at each truss--Hughes Hold Down Strap
Ps 1x2 p hod down straps (True Tie). Trusses and jacks with less than a 10
2. double 2x4 top plats 2. double 2x4 top plats span to have (1) hurricane he clip.
3- rafter ties (hughes rt181 t1) 2x8 p-L fascia 3. rafter ties (hughes rt181 d)
O 4'-d* o.c. and O each soffit ® 4'-1f o.c. and O each Headers, To conform with SBCCI section 1707.3 w applicable charts.
aids of an opening vent sida of an opening pp
Wall studs to meet section 1707.3.2 for header support
20
- and cripples.
siding e horizontal 1 x friers 22 gage ties 18' o.c.v.
siding approved
roved for 22 gage ties 32' o.c.h.
required wind shear min. support for each tis Gable Ends: See details provided on the plans for special
( The I/f min.) vapor barrier not to exceed 3 sq. ft.
(hryek or better) of wall area framing requirements.
1/7 drywoll (Note: 1st truss must be dropped so that outlooker
siding over brick or stare can be framed from 2nd truss back.
r--11 insulation opprnved sheathing for
r7equired wind shear
(minimum 200 lbs i/f min.) 1/7' c!�ywau Sheathing: Sheathing to be comparable to 711W o.s.b. with
(I)J4 sodas vortical
" nailing on edges and 12' interior to obtain
b.�d o�c 1�to minimum
m6C bottom. - � � 9 9
p 1. 1/2"xl(lr anchor bolts O 3b' o.c. r-11 insulation a minimum of 210 lbs. per 1/f of shear.
84"x c paste dab w/ 2. 2x4 p.t sole plate set x)14 robar vertical
in continuous bead of sealant s'o•c- / minimum Girder Trusses: Trusses with an uplift of between 1000-- 1800 lbs.
8 1 /10 w.w.m over bend of 12� top and 8"bottam
aancreb slab w/ shall have continuous connectors from top plate to
4"
6x8 1q(0fI=hnFs
10 w.w.90 over bottom plate.
�:~---- .. �t�o ` wadTop Plate— rt 24 ( Hughes Manufacturing)
•
perimeter.) wal 50 Hughes Manufacturing)
g)10 PO4Bottom Platefloorgi
waterproof membrane '� finished
_--111- EI�l�lll-11.x=
8" concrete block B" concrete block
w all cells filled i— I- 1 - I ��—� —�_ ( _ w all cells filled
! 1_— I�=1il- E l.11—lam ll�_ , IL— X14; NOTE-
dim — 11i �
compacted fill lll-�I a �.. ,r .d;o $ AL EXTERIOR
I--1T e• (= finrshea de •- finished rodel 1. 1i compacted fill L WALLS ARE
I-- '�'� =lll-�i USED AS SHEAR WALLS
1("x s• concrete foods — 1- —�H — Note: 1. (t)#4 radar at all carnes _111 111— ! � 1—ll1-1x td' Iona. tooter INCLUDING ALL HEADERS AND
W/(2) J4 sedan 2. top of block to top of footing — w/(3) 4 rebaro OPENINGS WHERE PROPER
J. I tsutomwallxIss leess4 thane 3' FASTENERS ARE PROVIDED. •
1 4 opening 5 opening
than footing must be IV x 20•. or less or more
NOTE:
Stemwall Footer with Standard Wall Section ANCHOR BOLTS MUST BE USED
WITHIN 6' OF ANY BREAKS
Scale: 1/z"�• t'-d' (WINDOWS,DOORS) IN ALL
SHEAR WALLS. Header Clininq Placement
rxZx1/1' washer
p.t. bottom plate
blockin rt1818 or ual top plate 1/2"x10" anchor bona O 3e1+ o.c.
2x4 blocking O sheathing Joint hurricane clip H-28 or better eq .. ri 45• 8x8-10/10 w.w.f. or flbermesh
7/1 W' structural roof sheathing 2x4 outrig9 O 2eo.c. 20 gqbargge rafter cont.shin
fascia lo p n.grode
compacted flu
1 i I top chord ofab end C :•
A A n
cert. 2x4P�g3. and garage door header
scab from top 12"( story)
2x4 x O I•�pr to bottom chord O x-bracing 7/1 d o.e.b. w/�' op pricklodge
(pprovide additional W'snailing an edge Wh1) rebar 16' 2 rebar around Lerimetsr.
2x4 scab cont. top to bottom at vertical H higher than both sides wl 2x8 studs around perimeter bendl outside mbar 2T at corner
I ho s 4a to form an I. she (two story) Note: far a two use
chord O W-0" fnmm gable I ¢ �) Nob: 1�' minimum width Note:Far garage retums less No : 4 radon �Y
than 1"-10" use 19/32"'
I , on garage return. o.s.b, w/ l dd- nalls.
Monolithic F
l
AL
I
bottom chord of gable and truss Scale; 1/2"- 1'-t1'
(2) 2x4 top plate opa28 w/(20)16d 2x4 stud 1/2"xi
2x4 scab If vert web Is not presentJ Pt. bottom plate head anchor
cont. 2x4x8 #2 syr 2x4 studs O 18' o.c.
hurricane Gip 2"washsr
lateral brace O 4� a.c. garage floor 10" anchor bolt as required ttw
(2)ho clips O 48" o.c 2x4 blocking O 4�' o.c. between C" p•
p gable and first truss
E
4jLj
cJ � •
fluPlGarage door Return compacted
atform Framing Gabl.e End, scale: /r- 1 -0• vapor barer 16" (2) J4 rdars
scale: 1/2"-' 1'-0"
Interior Bearing Wall
uRc�E� -owe
FILE. H 1
Scale: 11:e- 1'-0" PLOT: 1/4"-1'--d'
REV. : 4/28/98