311 7TH ST RES18-0145 DWGS1I
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General Structural Notes:
Florida Building Code 2017, American Concrete Institute,
American Institute of Timber Construction,
2. Live Loads-.
Roof: 20 psf
Floor: 40 psf
Stair: 40 psf
3. Afflnd Load Notess
Codes: Florida Building Code 2017 and ASCE-7-10
Ultimate Design Wind Speed: 130 mph
Wind Importance Factor: i = 1,0 BWding Category: 11
Wind Exposure: C
Enclosure: Enclosed Building
Internal Pressure Coofficient GCPI 18 or -.18
Wind Pressure to Corhiponentsl Claddings (Mean Roof Height 26)
End Zone = 8
Zone Effective wind areas f) _ Wind LoqdR(psq
Positive Suction
Interior 10 +41.0 -44.5
20 +39.1 -42.6
50 +36.7 -40.2
100 +34.9 -383
End Zone 10 +41,0 -54.9
20 +39A -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
4. Aflowable 8aill bearling,. 2500 psf
Soill Comipaofflon.-
Soil under slab on grade and foundation shall be compacted to 95%
modified proctor max, dry density (ASTM D-1557). Contractor shall
submit density 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 (92 SYP)
Wood Members for studs (#2 SYP or better)
Microllam 1.9E
7. Conaret e-0
All concrete to be designed as per ACI 318 Latest Edition,
Footings , 3000 psi
Slab on Grade 3000 psi
All others 3000 psi
Splice;; in reinforcing where permitted:
Concrete 60 bar diameter
Masonry 48 bar diameter
Unless shown on drawings, minimum conc. cover for reinforcing:
Cast against earth 311
Slab on grade Centered
Exposed to earth or weather
#6 thru 411 bars 2"
#5 bars & smaller It 1/2"
All reinforcingshall be held securely in position with standard
accessories in accordance with ACI 3,15 during placement of concrete.
8. TlImber-e
All wood frarning 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 both 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
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Square Footage InFormation-,
is
Florida Building Gode 2017.
FIR5T FLOOR,
"Existing BuildIng"
UNDER, ROOF
5F
F1 5T FLOOR.- HEATEED
f-IC--rHOP DF -
W/A 5F
GAR ( -E -UNHEATED
5F
FRONT POROH
W/A 5F
BACK PORGH
Reinforc.Ing Bar
K 5F
SECOND FLOOP,
Melded Hire Fabrir.
5ECOND FLOOR,-- HEATE51
HolloN Load Bearing GMU
iN /A 5F
TOTAL HEATE-D
ASTM A50-7 or A36
I\VA. 5F
StructUrise HeIght 4 Number of
torr
es:
Mean Roof Height
(#2 5`rP or Better)
Mirrollorn
Number of 5torjeE,
Type of C�rlstructjon:
Type, \/E3-2
Unprotec,tod
Unsprink led
occupanc�
Residential Group R,5
Project Stupe:
Project Area Information-.
Site, Area
�-,J/A
SF
Orive, � Forche,5
5F
Total Mouse
5F
Total Pro used Lot Govern 1\1 //,-. 5F
Proposed Lot', Goveroge IN /A
Applicable Codes:
is
Florida Building Gode 2017.
Florida Building Code 2017. 5th Edition -
"Existing BuildIng"
National Electrical Gode 2014 -
National Fire, Prevention Godo 2012
f-IC--rHOP DF -
Materia Is-.
Gonc,rete (Normal Height- 28 mays)
3000 Psi
Reinforc.Ing Bar
ASTM A615, 6r6O
Melded Hire Fabrir.
ASTM l85
HolloN Load Bearing GMU
ASTM CAO, Or N-1
A
Anc-hor Bolts
ASTM A50-7 or A36
Holds
ANS F-70 or E60
Hood Members for Beams Posts
(#2 SYP)
Hood Member5 for Studs
(#2 5`rP or Better)
Mirrollorn
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FIROJEC', T DATA
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DATE 5- J S
SIGNED
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Existing Floor Plan
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REVISION
BP# pbsl9 0/ t15 -
DATE 5-/// / /
SIGNED
OFFICE COPY
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