463 SARGO RD - ROOF TRUSS DRAWINGSc,EWP
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General Structural Notes,
Florida Building Code 201 American Concrete Institute,
American Institute of Timber Construction.
e iL.dva scads".
Roof: 20 psf
Floor: 40 psf
Stair: 40 psf
3. W'And Load 514otest
Codes: Florida Building Code 2017 and ASCE-7-10
Ultimate Design Wind Speed: 130 mph
Wind Importance Factor: I = 1.0 Building Category: Il
Wind Exposure: C
Enclosure: Enclosed Building
Internal Pressure Coefficient GCpi = +.18 or -.18
Wind Pressure to Components/ Claddings (Mean Roof Height 25')
End Zone = 8
Zone Effective wind area(sf�_ Wind ioadsfpsfi
Positive Suction
Interior 10 +41.0 -44.5
20 +39.1 -42.6
50 +36.7 -40.2
100 +34.9 -38.3
End Zone 10 +41.0 -54.9
20 +39.1 -51.3
50 +36.7 -46.3
100 +34.9 -42.6
NOTE:
AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6
49„ Apdowablie 80110 a as-Wqs. 2500 psf
v oil C-om mafirr'a-.
Soil under slab on grade and foundation shall be compacted to 95%4
modified proctor max. dry density (ASTM D-1557)• Contractor shall
submit
�density
q test report to Owner or Engineer.
Concrete (normal weight- 28 days) 3000 psi
Reinforcing bar ASTM A615
Welded Wire Fabric ASTM A185
Anchor Bolts ASTM A36
Welds AWS E70 or E60
Wood Members for beams & Posts (#2 SYP)
Wood Members for studs (#2 SYP or better)
Miicroilam 1.9E
7. 0fanrete,
All concrete to be designed as per ACI 318 Latest Edition.
Footings 3000 psi
Slab on Grade 3000 psi
All others 3000 psi
Splices in reinforcing where permitted:
Concrete 50 bar diameter
Masonry 48 bar diameter
Unless shown on drawings, minimum cone. cover for reinforcing:
Cast against earth 3°
Slab on grade Centered
Exposed to earth or weather
#6 thru #11 bars 2"
#5 bars & smaller 1 1/2"
All reinforcing shall be held securely in position with standard
jpaccessories in accordance with ACI 315 during placement of concrete.
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All wood framing shall be fabricated and installed as per AITC &
TPI & National Design Specification for Wood Construction.
Provide temporary top chord bracing until roof sheathing is in place.
All wood members exposed to weather shall be pressure treated.
Pre-engineered wood trusses shall comply with Truss Plat Institute
Standard with proper dead, live and wind loads. Drawings shall be
signed and sealed by professional engineer registered in the
State of Florida.
Provide hurricane clips at bath ends of each rafter and truss.
The number and size of nails connecting to wood members shall not be
less than those specified in FBC 2010 Table 2304.9.1 Fastening
=.1
Addltic4i " mei to .6h9le Fanl1V
PRE 'Fn%/C- CCMPL1AN__C MSTROV
Project Atea information:
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Wwl' Flra Pt" evontLon Code 2012
TYPO ®f 4tn4tion:
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5" Hind Zone
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c4wo tried I 'll - 26 P 4) 5000 P-41
kaforoir' 5cr A5TM A615, GrW
Holdod Hro 1c ASTM 165
II A5TH C1q0e 6r N-1
't jor E301to A +`CM 01 or A-56
vliood fes' ter: pobtt (02 5YP)
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DATA
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LOT 3, BLOCK 17, REPLAN' OF ROYAL PALMS, UNiT 2A,
ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 31,
PAGES 16, 16A; 168, 16C AND 16D, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
PROPERTY ADDRESS: 463 ,SARGO ROAD ATLANTIC BEA, CH, FL. 32233
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REQUIREMENTS AN
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CERTIFIED TO:
GERALD T WADE
FINANCE AMERICA
OLD REPUBLIC AND
SUNSET CAPITAL TITLE SERVICES
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WATERPROOF BARRIER - 4'
CURB STEP SECTION
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(`'■ x i2" MONO F00182 5151-ASA6Ji&M.4,"A k*r (OR
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GOMPAGTED, cl5X, t TREATED FILL
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1.ORJZ06T-Ai_ 60WEI:.tl` -T0, EXISTING f 0.0.11 ISG
"x�l' Prr- -S`rf- No -Z NEW F00 -TINT✓ 'INTERSEC-TION :)N,-EX�NG
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TYP
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2*A
it
OUTLOOKER5 AT GABLE END r1/ IOd I/2" COX ROOF SHEATHING
®24" o.c. ®4" o..c.
FTER
NAILS
/
4 PC5 12d NAILS
NAILS 2"x4" BRACIN6,4 32" o.r_
for No. BALLOON FRAME 2-16d
Tables GABLE END NAILS -
No Ceiling Load .20 psf U, 10pd DL .
3-I .
SIZE i2" o.C.i8' *.L
2V as.
2%6,r.._ Vii"-
S1 U-51 HOT
739.09r
- ROOF 5HEATIMW5
OVER FRAMING Yd/ 2X
ESJYASTEM 5YP-No. 2 RAFTED o 24"
O.C. W (a) 12d GOMMON
NAILS F.A. END o 24" O.G.
I Pf. 147 fi W/ W
p
m Tables for No. 2 SYP Rafters - No Ceiling Joist -
with Drywall Ceffing -20 psf LL,15 psf DL.
da di 107-C
Span Tables for No. 2 SYP Ceiling ,lois!
20 psf Ll,, i4 pd DL . -
Stu 12' o.C. 1 4.e.- 24' o e,
1 say ta'9�
li=ir""""ir
fild 20w
2X12'_"HT - 0
- NAILS
CENTER 2x(R BLOCKING CEILING JOIST
ON SHEATHING JOINT
2"x4"x8'-O" MIN BRACE 0 52"o.c.
NAILED TO EACH TRUSS/.1015T
w/ 2-16d NAILS
CABLE END BRAGING DETAIL
,
— - �- OtlER�RA1Ac w l -,)%A- 5'NA
•fin Tables for No. 2 SYP Floor Joist 1 ROA ed COMMON
MON
40 I� l l i 0� DL NAILS o 3' O.G.
+.,^,
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2X12 5YP No. 2 LEDGFASTEN TO
ER.
ad i ,,OMMON NAJLS FROM
- - - — - - Rod Framing Not": ROOF THft PLYNOOD 'DEGK W/ (3) RAFTtR t0 LEDER
*10 X 3 V DECK 51' REY5 YV I" DIA.
_ WASHERS 0 EA. EX15T. TR1158
I, Clip rafters to each bearing point + Ith S -ST HMA clips up to 9 span. INTERSECTION
5 : For greater than If span Use Simpson LTS42. LEDGER DETAI1"
All ridges and valleys shall be one (1) nominal size larser than d1joining ra
1. AN AI R5PAGE NOT LE55 THAN I " SHALL BE PROM DED 1. gall rafters to eeilingloists with 4 ".i3'i' x 3 its" mails. OVERFi�.P�M 1 NG RAFTER' .
BETNEEN THE I N5ULAT 1 ON AND ROOF 5HEA4 H I NG. LNail raiders to pietas with 3 -li d common nails. ,� 2
i. All rafters and ceiling joist shall be No. 2 or BL SYP. L�
2. REQUIRED VENTING:
HOUSE ATTIC= 1�;0A 5.F. 0 I/I50 = 12 5.F. VENTIMG
EAVE5= 130` X 2" = 21 5.F. VENTING
RIDGE= C91 IX 2"= 13,49S.F. VENTING
TOTAL VENTING PROV I DED = 3y.1;'-:011 i
i
•c-BE.AM
51MP50N "F)52I2-2' HAW --ER
or EO. o BEAM
(C,ONGEALED FLAN6PJ
(2) 5IMPSON "M5TA24" 5TRAP
or 50. o BEAM
6X6 P.T. SYP*2 POST
(TYP. ALL POST)
(2) SIMPSON "AW66" BASE
or EQ. (TYP. ALL POST)
60�01�2, P -0-6T dff-FAIL
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SIZE i2' o e. i6' o,s. T4' O.C.
I;
- ROOF 5HEATIMW5
OVER FRAMING Yd/ 2X
ESJYASTEM 5YP-No. 2 RAFTED o 24"
O.C. W (a) 12d GOMMON
NAILS F.A. END o 24" O.G.
I Pf. 147 fi W/ W
p
$ - 4 • -1d"� 11'•B
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•
t�
2X12 5YP No. 2 LEDGFASTEN TO
ER.
ad i ,,OMMON NAJLS FROM
- - - — - - Rod Framing Not": ROOF THft PLYNOOD 'DEGK W/ (3) RAFTtR t0 LEDER
*10 X 3 V DECK 51' REY5 YV I" DIA.
_ WASHERS 0 EA. EX15T. TR1158
I, Clip rafters to each bearing point + Ith S -ST HMA clips up to 9 span. INTERSECTION
5 : For greater than If span Use Simpson LTS42. LEDGER DETAI1"
All ridges and valleys shall be one (1) nominal size larser than d1joining ra
1. AN AI R5PAGE NOT LE55 THAN I " SHALL BE PROM DED 1. gall rafters to eeilingloists with 4 ".i3'i' x 3 its" mails. OVERFi�.P�M 1 NG RAFTER' .
BETNEEN THE I N5ULAT 1 ON AND ROOF 5HEA4 H I NG. LNail raiders to pietas with 3 -li d common nails. ,� 2
i. All rafters and ceiling joist shall be No. 2 or BL SYP. L�
2. REQUIRED VENTING:
HOUSE ATTIC= 1�;0A 5.F. 0 I/I50 = 12 5.F. VENTIMG
EAVE5= 130` X 2" = 21 5.F. VENTING
RIDGE= C91 IX 2"= 13,49S.F. VENTING
TOTAL VENTING PROV I DED = 3y.1;'-:011 i
i
•c-BE.AM
51MP50N "F)52I2-2' HAW --ER
or EO. o BEAM
(C,ONGEALED FLAN6PJ
(2) 5IMPSON "M5TA24" 5TRAP
or 50. o BEAM
6X6 P.T. SYP*2 POST
(TYP. ALL POST)
(2) SIMPSON "AW66" BASE
or EQ. (TYP. ALL POST)
60�01�2, P -0-6T dff-FAIL
2"x`&'SYP No.2
RIDGE 8EAM
FiEER*L� SHINes-c S OVER 30
i E -T (HATCH EX115TRrr_
. !E5IMr-)
�' �/
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CECK kv Dd RJN6T SHAT -K
NAILS ® 4' oz. Oto E06E5,
6' 04. IN FIELD (U.O.NJ
Tt`165 TO PLATE C.ONl TOR- HZ.�
6L)7 15-y,16- ri-t
.L-- GA, MDRJP
2 X 4 5UE1 FASCIA
FASCIA
VENTED 50FFIT
SIMPSON A35 HURRICANE
CUP, SEE UPLIFT
CONNECTOR SCHEDULE:
- 2"x6" SYP No.2 OVE:RFRAMING
RAFTERS 0 24" O:C., SEE ROOF
FRAMING PLAN.
x NOTE: -COLLAR rE" TO BE LOCATED
NO HIGHER THAN 2/3 THE TOTAL
RAFTER N HEIGHT OF THE RATTER,
SEARINr, r)VF'R1= R A. AA I?\I r` A A C TE'0
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cn Iv I I "C4 W_ZA- 4f— MALL
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OFFICE COPY
I;
2"x`&'SYP No.2
RIDGE 8EAM
FiEER*L� SHINes-c S OVER 30
i E -T (HATCH EX115TRrr_
. !E5IMr-)
�' �/
� PLT.i wNV Roof
CECK kv Dd RJN6T SHAT -K
NAILS ® 4' oz. Oto E06E5,
6' 04. IN FIELD (U.O.NJ
Tt`165 TO PLATE C.ONl TOR- HZ.�
6L)7 15-y,16- ri-t
.L-- GA, MDRJP
2 X 4 5UE1 FASCIA
FASCIA
VENTED 50FFIT
SIMPSON A35 HURRICANE
CUP, SEE UPLIFT
CONNECTOR SCHEDULE:
- 2"x6" SYP No.2 OVE:RFRAMING
RAFTERS 0 24" O:C., SEE ROOF
FRAMING PLAN.
x NOTE: -COLLAR rE" TO BE LOCATED
NO HIGHER THAN 2/3 THE TOTAL
RAFTER N HEIGHT OF THE RATTER,
SEARINr, r)VF'R1= R A. AA I?\I r` A A C TE'0
, -n, , . - __ ,
cn Iv I I "C4 W_ZA- 4f— MALL
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