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CONVENTIONAL FRAME ROOF AREAS -
5H I N6LE ROOFS
Span Tables for No. 2 SYP Rafters- No Ceiling
Joist- Drywall Calling- 20 psf LL, 15 psf DL
54ZE 12* o4. 160 -ox., .24'o4.
2YJ4 24'-tO* 21'-6* 111-6*
2X12 W-011 25-20 '20-65
Spon -Tables for No. 2 SYP Galling Joist -,J,
20 psf, 10 psf VL
Span Tables For No. :2 5YP Rafters
No Calling Load- 20 psf, 10-psf DL
SIZE
12". oc. 160 oz. 24* oc.
2X6
111-04 I5'-10 12'-4a
2X8
=6_511 W-50 I5'-100
.2XI0
26'-0* 23'-2" 1ei-110
Span Tables for No. 2 SYP Rafters- No Ceiling
Joist- Drywall Calling- 20 psf LL, 15 psf DL
54ZE 12* o4. 160 -ox., .24'o4.
2YJ4 24'-tO* 21'-6* 111-6*
2X12 W-011 25-20 '20-65
Spon -Tables for No. 2 SYP Galling Joist -,J,
20 psf, 10 psf VL
SIZE
124 o4. 160 ox..
24' oz.
2X4
411-1011 01-111,
'7'-0*
2X&
I5'-64 01-60
111-01,
2X8
201-10 111-54
14i-24
2XI0
24'-04 20* -4o
III -o"
2X12
'-4*
1q'-Iw
Span Tables for No, 2 5YP Floor Joist -
40 psf, 10 psf PL
54ZE
120o/,. 166 0.4,
24" ox -
2X6
101-41
81-60
2X5
14i-2" 17-10"
111-00
2XI0
181-0*
15'-2'
2X12
211-q-
151-4' -
C400F FRAtIlEr2 NOM*
1. Clip rafters to each bearing point Yi/ 55T-H25A
clips up to 10' span. For greater than 10' span use
51mpson LT512,
2, All ridges and valleys shall be one (1) nominal size
larger than adjoining rafter.
5. Nall.rafters to calling joists v4lth (4) .151" x 5
nails.
4. Nall rafters to plates with 0) l6d common nails.
5. All rafters and calling joists shall be No. 2 5'(P.
FIEY_-"R6L^55 5HINC7LE5
OVER 30# FELT e
COX FLYNOOD ROOF
DECK, NAIL 4" oc. ON i
ED&E5, 101i o,r,. IWFIELly
(U.O.N) YV 5d -91MA K
F�
_41
2 X 6 FA5CIA YV ALUM.
DRIP
U F
X
Mil IL -Y, e_ . r__61- -110;540 s
T. 6`i1X60' Fel:9
p R!�P
AIL I N %r4MA-rl OH
uener l Structural Notes:
I Codes:
Florida Building Code 2014, American CT-oncrete Institute,
American Institute of Timber Constructo.-i.
2. Live Leads:
Roof: 20 psf
3. Wind Lead Notes:
Codes: Florida Building Code 2014 andASCE-7-10
Ultimate Design Wind Speed: 130 m'pl
r -
Wind Importance Factor: I = 1.0 8;.,i ding Category: 11
Wind Exposure: C
Enclosure: Enclosed Building
Internal Pressure Coefficient GCpj 18 or -.18
Wind Pressure to Components! CladjIngs (Mean Roof Height 25)
End Zone = 8
Zone Effective wind area(sQ Wind loads(psf)
'Positive Suction
Interior 10 441.0 44,5
20 ;.39.1 -42.6
50 ��36.7 -40.2
100 ;64.9 -38.3.
End Zone 10 ;,41.0 -54.9
20 x39,1 -51.3
"50 136.7 -46.3
100 c34.9 -42.6
NOTE:
AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6
4. Allowable Soil 93earing: 2500 psf
001111 CompacUon;
Soil under slab on grade and foundation :hall be compacted to 95%
modified proctor max. dry density (ASTM 0-1557). Contractor shall
submit density test report to Owner or Engineer.
Materials:
Concrete (normal weight- 28 days) 3000 psi
Reinforcing bar ASTM A615
Welded Wire Fabric ASTM Al 85
.-Anchor Bolts ASTM A36
Welds AWS E70 or E60
Wood Members for beams & Posts (#2 SYP)
Wood Members for studs (#2 SYP or better)
'Microllam 1.9E
7, Concrete:
All concrete to be designed as per ACI 3T'$ 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 draw i ng s,,minimum cora. cover for reinforcing:
Cast against earth 311
Slab on grade Centered
Exposed to earth or weather
#6 thru #11 bars gig
#5 bars & smaller '1 1/2"
All rein forcingshall be held securely in po:kjori with standard
accessories in accordance with ACI 315 during placement of concrete.
0. Timber. -
All wood framing shall be fabricated and insialled as per AjTC &
TPI & National Design Specification for Mood Construction.
Provide temporary top chord bracing until i,>of sheathing is in place.
All wood members exposed to weather sh-41 be pressure treated.
Pre-engineered wood trusses shall complywith Truss Plat Institute
Standard with proper dead, live and wird loads. Drawings shall be
signed and seated by professional engiiieer registered in the
State of Florida.
Provide hurricane clips at both ends of eadlb rafter and truss.
The number and size of nails connecting to livood members shall not be
less than.those specified in FBC 2010 T�-ble 2304.9.1 Fastening
Schedule.
I
BEAM
SEE MULTIPLE MEMBER DETAIL
SIMPSON "V
'!JS212-2* HANGER
Cir EQ . 0 Fly
(CONCEALED FLANGE)
2) SIMPSrjq OMSTA24*. STRAP
or EQ 0 EJ�AM
6X6 P.T. SYP#2 POST
(TY, ALL -POST)
SIMPSOR nABU6V BASE
or EQ tTYP ALL POST)
ONCRElt FOUNDATION
CORNER POST -DETAIL-
(TYP. EA. CORNER)
Square. Footage -information..
Living- Heated
Total Addition
Froject Scope:
Addition and Remodel to Single Family
Pvqellinq (Exl5tinq)
Froject Area Information:
51te Area
i �;
Existing House, tSq,-i -
,Addition �• r- f9c'Tx fA
Lot Coverage,
Structure Heleht 4 Number or 5tories:
Mean Roof Height kA
Number of 5torle5
Y
occup'anc� Class:
Resident ial Group R3
Applicable Codes:
Florida Building Gode 2014
Notional Elecbrical Gode, 2011
-Notional Fire Prevention Gode, 2-012
Le RI P� 1501 W71 P4 4%,cor'> cz- (tzc 14) Iev7T -rive
Type of Construction:
Type \/I
Unprotected
Un5pr'Mkled
Wind Zone Information:
See Hind Zone, (Th!5 Sheet)
Materials--
Goncrete (Normal Height- 2b Dcnys) 5000 psi
Reinforcing Bor A5TM A& 15, Ol-60
Helded Mire Fabrir, ASTM 05
Hollow Load Bearing GMU A5TM GqO, 6r N- I
Anchor Bo I t5 ASTM A30-7 or A36
He 1 d 5 AN5 E-70 or itz-60
Hood Members for Beams Po�L-5 (#2 5YP)
Hood Members for Studs (#2 5YP or Better)
Microllam 1.
Index of Drawines..
aUli_ fsT�` . PE-rAl Le.;'-,
Sheet Al-
5heet A2 _V-LF_v[E-rtoi44, rie'd- F- P�,, 9a -,:1F -FeAM1Hcj
'Afth
OFFICE uupy
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY:
DATE Y _Y17
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