Plans 198 Magnolia St (vault) Fibergglass Shingles
OSB on 15 Felt on 1/2" CDX Plywood Sheathing or OSB
W/ Aluminum/Ply clips.
Pre–engineered Trusses O 2'-0" C/C \`
2x4 or 2x6 Studs O 16" C/C SEMCO TTP4 W
/'h 2-8d Fasteners
QL
SIMPSON MTS12
SIMPSON SPH4
Truss Anchor Use (7) 1 O Fasteners each 12 Provide 1/2" A.B.'s O 24" C/C FW/(10) 186xill la Fasteners Alt
S
to Truss and Plates. g 2x4 or 2x6 Sill plate
_ ._.Q._IQ o
1/2" Nut i t
I � II I
0
3"x3"xt/8" Washer ° �I IL�� 2
(� 0 3" Cl. III I 1
1/2" Drywall Ceiling
See Architectural
s. for Trim Details
II 12x16 Ft W/
it (2) #5'a Cont.
it
II
All wails are shear walls.
�� 3
TYPICAL FTGS.
II
1/2" Diam. Thruboit A-�-2 SCALE : I" = 1 L_0•
Hardboard Lap Siding It O 64" C/C & within 6'
over 1/2" OSB Bd. or 1/2" CDX of corners and openings.
W/ 8d Fasteners II
O 4" C.0 O Edge & 8" C/C 11
in field. I
Install O ea. end of it
Shearwait Segment:
SIMPSON HD6A Tie W/ I
(2) 7/8" Bolts in
vertical wood members. 11
11
I
l
Floor Joists or
Bottom Chord of Truss
r'l TYPICAL WALL SECTION-ALTERNATE ALL-THREAD
�A- CALL : i" i= 1'-0" (2) 2x4 Plates
2x4 Stud .Wall � - ff
W/ Studs O 16" C/C
Double Studs against
Masonry.
All Wood in contact
with Masonry shall be
pressure treated.
2x4 Studs O 16" C/C 1/2" Diam. Thrubolt
(� O 64" C/C & within 6'
s. Coupling Nut ji of corners and openings.
jl 2x8 Sill Plate
2"x2"x 1/8" Washer I
'abric Provide 1/2"00" A.B.'s O 32" C/C4" Conc. Slab W/ 6x6 No. 10),/10, WWM or Fabric
SIMPSON
W/ (2)
Finished Grade I j • • ., , , •_— & (1)
Elevation varies I
Membraneit 6 Mil. VISQUELEN Waterproof Membrane
L ' LI-7 Treat soil for TTermite Control. Provide 1
c
ncrete IN R 16" Wide x 16" Mini. M6nolithic Concrete
• e • 0
0 Ftg. W/ (3) #5's front.
2" Min. Clear' Bend outside Rein. 1001'
25" O Corners.
Compacted in–place soil or compacted fill.— — —
L 16" _ L
2 MONOLITHIC FOUNDATION-ALTERNATE ALL-' READ
A-5
2x4 P.T. Shoe Moulded Wood Base
Moulded Wood Base
Vinyl tile and/or indoor/Outdoor Carpet
e • • • •
i
;I
+1
4 INTERIOR WALL SECTION
_ 2 SCALE : I" * 1'-0"
i
x.
REVISIONS
�, EI CRYSTAL POOLS & SPAS Conceptual Pool Design For The
Pennington Residence S
sOF NORTH FLORIDA,INC.
h 20-A KNIGHT BOXX ROAD ** 198 Magnolia St.
ORANGE PARK,FL 320651
1# { (904)272-5676`FAX 272-9400 A LL•antic Beach.Fi.
STATE CERTIFIED SWIMMING POOL -
�! CONTRACTOR
€, CPC 042938 �
OWNERS: DRAWN BY: JOH Contact:Ray
POOL SIZE: 10X AV}!! R Ray Easterwood
Lucas Afarftr
DATE:3 August'04 (904)272-5676
,
POOL AREA: 344 Sq. Ft. ;
3 �}
} I,
POOL PERIMETER: 81 Ft.
{ k
IONNIDECK AREA: 397 Sq. Ft.
ii J
PROPERTY LINE
' [i I.._.._.._.._.._.._.._.._.._ -_-._.._.._.._.._.._.._.._.._..__ —.._.._.._.._..� .I 2"SUCTION LINE
,. f
I T-W FROM EQUIPMENT
POOL DECK 4 I 2"TEE WITH
.� VENT LINE 1 i 1Ys"REDUCER
LOCATED LESS 1'MAXIMUM "
THAN 30'FROM ` 1/s VENT LINE 1
a, WALL
DASHED LINE DISTANCE TO TEE
rlt ,r
r �I t MAIN DRAIN RETURN I INDICATES VENT CONNECTION
�€ POOL =WALL * OVER-DIGFdE ( '
E
TURN I .5
� 0.
.
€ z! BENCH p DEPTH I =
.. I
EP LIGHT WALK
t ` I. m
RETUIRN
1 LU ! WALK-IN MAIN DRAIN
. .. �r
STEPS I I r GRATE
I m POOL VENT LINE
{ � POOL EQUIP. CONNECTION DETAIL
!a SKIMMER
LOCATION [ J \ 3/8"=V
ki
1
I�
, RESIDENCE
Nli
:j lCi 1 2004
,
I I
� ' }:
MOTES:
DESIGN IS TO BE
`2001 EDITION.
1. LIVE LOADS:
FLOOR 40
NOTE: IF THE INTERIOR PITCH OF A VAULTED CEILING ROOF 20
EXCEEDS 1/2 OF THE EXTERIOR PITCH DO NOT 2. SOIL BEARING
USE THIS DETAIL. THE GABLE WALL SHALL BE 2000 P.S.F., Cl
95% AASHTO T
—7/16" STRUCTURAL ROOF SHEATHING BALLOrM FRAMED.
3. ALL CONCRETE
2x4 OUTRIGGER 0 48" OF 3000 P.S.I.
`4. ALL REINFORCI
BLOCKING REQUIRED BETWEEN OUTRIGGERS AND HAVE A MI
HURRICANE CLIP H-25 OR EQUAL b. PROVIDE REQUI
SIMPSON A35 048"OC• MEANS TO SUP
CONSTRUCTION.
2 x 4 BARGE RAFTER CONT.
E6. VERIFY ALL DIM
2X4 BLOCKING ® SHEATHING JOINT SEE ARCHITECT
4" FROM GABLE END SHINGLE STRIP DRAWINGS FOR
SHOWN ON TH
FASCIA
7. THE DESIGN OF
2X4 SCAB CONT. TOP TO SEAL OF AN E
BOTTOM CHORDTRUSSES SHAL
08" FROM GABLE --'TOP CHORD OF GABLE END TRUSS DROP 3 1/2 RECOMMENDATI
HANDLING, INST
3-12d NAILS TYPICAL AT TRUSSES, HIB–
X–BRACING CONT. 2 x 4 SCAB FROM TOP TO
BOTTOM CHORD ® X–BRACING
(PROVIDE ADDITIONAL 2 x 4's ® 0
VERTICAL IF HIGHER THAN 48",
TO FORM AN "L" SHAPE).
2x4 SCAB IF VERT. WEB IS TOE NAIL TRUSS TO DOUBLE
NOT PRESENT PLATE W11 6d COM ®8"oc. 1 . POST To BASE A
BOTTOM CHORD OF GABLE W/(2) 5,�W' DIAM.
CONT. 2x4x8' #2 LATERAL END TRUSS
BRACE 048" oc. 2. STUD T0� BOTTOM
2-2x4 TOP PLATE
SIMPSON LSTA 24048" oc. W/(10) t Odxl —1/
2X4 BLOCKING ® 48" oc. --� 2X4 STUDS® 16"oc. 3. STUD To TOP PLA
BETWEEN GABLE AND FIRST- W/( 10) 1 Odx 1 -1/
TRUSS.
ALL MEMBERS SHALL BE SYP 4. TRUSS DSR JOIST
W/(20) tOdxl -1/2
('B-N TYPICAL GABLE END X=BRACING 5. POST To BEAM C
S—2 sCALE : 3/8" = i'-o" &0141//4—4 SDS 2
( ) SDS 1/4x
6. INSTALL SIMPSON
USE ( 11 )10d FAST
(AMPLE OF PAINEL EDGE USE CUT LENGTH
/ BLOCKING.
STALL #2 BLMKING ® ALL
7. INSTALL SIMPSON
DRIZONTAL JOINTS. W/ (2) 7/8" BOLT
.�v
41LING TO INTERMEDIATE SUPPORT: 8. INSTALL SIMPSON
d ® 8" C/C WAX. W (3) V/8„ BOLT
W/
C EA. END OF SH
DESIGN CRITERIA
OCCUPANCY: RESIDENTIAL S
IH
WIND VELOCITY: 120 MPH INSTALL MI1N. 7/'16
�
@ 16" C/C,., FASTEN
ROOF SLOPE: 8:12 ® EDGE AND 8" C/C
ROOF HEIGHT: 28.0 FT. HORIZONTAL JOINTS.
IMPORTANCE FACTOR: 1.0
EXPOSURE: "C" AW11JSTMENT COEFFICIENT=1.38
LIVE LOAD ROOF: 20 PSF
BEATHIING LIVE LOAD FLOOR & DECK: 40 PSF
ROOF FORCES:
END ZONE WINDWARD: 13:? PSF
WIND PRESSURES OP
END ZONE LEEWARD: —21.•5 PSF ENCLOSED STRUCTURE
INTERIOR ZONE WINDWARD: 111.`9 PSF mmqb� 11
INTERIOR ZONE LEEWARD: —18s..5 PSF OPENING AREA END 'ZO
OVERHANG END ZONE: -1;?,4 PSF POSITIVE
OVERHANG INTERIOR ZONE: —14.2 PSF
CLADDING: —40)..0 0 - 20 SF 3;d.7
WALL FORCES: 20 50 SF 34.7
END ZONE TRANSVERSE: 35:5 PSF 50 — 100 SF 30.6
END ZONE LONGITUDINAL: 31:5 PSF
INTERIOR ZONE TRANSVERSE: 28.(2 PSF 100— 200 SF 29.7
INTERIOR ZONE LONGITUDINAL: 20:8 PSF
200 — 500 SF 21$.8
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1, REFER TO HIB Qt
N4LOMdENDATION5 FOR
REFER TO EN IN5TO AND TEMPORARY BRA61N6.
P.EDRAWgV65 FOR PERMANENT
BRACIN6 REQUIRED
Ii
. Z.)ALL T11.55E5{I )pIN6 TRU55E5 UNDER
i" En 6B VALLEY FP.AMI j�MuST BE COMPLETELY
Lc\ p - PECKED OR REF R TO DETAIL V105 FOR -
�' ALTERNATE BRA4�$16 REQUIREMENT5
n 3.)ALL VALLEYS ARS
OPEN TO
IL({�
S ', FRAMED BY BUT08E CONVENTIONALLY
it p.
DELOW 4.)ALL TRU.6E5 AR)!E DE516NED FOP.7 0.1.
MAXIMUM 5PACIW#,UNLESS OTHERWISE NOTED.
E. (v - 5.)ALL WALLS�ON PLACEMENT
3 _rj v e BEA11%'C E5 LOAD
t THERWISE NOTED.
PjEAM-rJ - - 6.)51'42 TRU55E5 W`I5T BE IN51ALLED
WITH THE TOP DUM UP.
p 7.)ALL OF TRUS`.IjgAN6ER5 TO BE 5IMP5ON
�1f1 THA422 M LE5';ODTHERW15E NOTED.
- Hi1526 LNLE55 '="
26 NOTED- ALL
H'PA*ER5 TO BE 51MP5ON
8.)BEAMUHEAOER{>R.IM,1 .ryiDR)TO BE
ri - '-Fl�(I15HEU dBY GF,(i)IL'DER.
'Iudders
NF1 r ` -irstSource
4Gunnell -
PHONE:-,86-4-V7-3-14`1 FAX.386.437-3994
4ock5onville
`fl - PHONE:904-772-6100 FAX:904-772-1973
LLake City
PHONE:386-75.5-6894 FAX-.356-755-7973
NNN.. 2-0-0 Sanford
2-0-0
_ PHONE:407-321'Z-00,q3
Z-0059 FAX:407-322-555
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BUILDING OFFICE
F05 AM 12 2004 1
F05 P.R 13 1003
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NOTES:
1.)REFER.TO HIB qI(REt6pMMENDATION5 FOR
HANDLING INSTALLfgjTION AFD TEMPORARY BRALIN6.
P.EfEP.TO ENGINEERIF�9 DRAWINGS FOR PERMANENT
- DRACIN6 P,EOUIRED..
2.)ALL,iRL55E5(INLLL�ING TRU55E5 UNDER
O T VLEY FF.AMING)4, UST 8E COMPLETELY
DEG:ED Of REFER 4fb DETAIL V105 FOR
ALTERNATE BRALI�k REOUIREMENiS.
OPEN TO 3.)ALL VALLEY5 ARE Tf,O BE CONVENTIONALLY
6ELOW FRAMED er eu1L9Ep.
f - O 'J 4. ALL TRL65E5 ARE
E5S
g4E5FOR T o
�F09 ¢ MAXIMUM SPACING,LN)NLESS OTHERWISE
NOTED.
5.)ALL WALL
PLAN ARE COtJ5W J D iL0 CEMENT
LOAD
: I - BEARING.UVLE56 ERW15E NOTED.
BEAM-1, 6.)5(42 TRU65E5 MUyJT BE INSTALLED
WITH THE TOP DEIZ,,Up
7: ALL ROOF TRU55
41;1V6ER5 TO BE 51Mp50N
HL1526 UJLE55 OT RW15E NOTED. ALL
.t - FLOOR.TRUS5 HAC R5 TO BE 51MP5ON
- THA422 UNLE55 qjN�RWISE NOTED.
_ 6.)DEAWHEADERILINTf L(FOR)TO BE
O ,
FUPNISHED DY DUI pER
N LL
O O
�.
kFQ1o W '�ftilders
N .F iirrstSo u rce
bunneil
t O PHONE.386-4 37-1
734q FAX:386-437.3gg4
JO- onville
0 PHONE:1104-772- 100 FAX:904.772-lg73
rl .g L
eke City
FILE copy
O PHONE. 386-755-f48114 FAX 386-755.7873
`aanford
t
PHONE:407-522-0(110119 FAX:407-322-5553
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