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General Structural Notes;
1. coded
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, Wind Load Notes.
Codes: Florida Building Code 2017 and ASCE-7-10
Ultimate Design Wind Speed: 130 mph
Wind Importance Factor: 1 = 1.0 Building Category: 11
Wind Exposure: C
Enclosure: UPenclosed Building
Infernal Pressure Coefficient GCpi = +.18 or -.18
Wind Pressure to Components/ Claddings (Mean Roof Height 25')
End Zone = 8
Zone- Effective wind area(sf) Wind loads_(psQ
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
4. Allowable Sail Bearing. 2500 psf
5. Soil ifonvpaction.
Soil under slab on grade and foundation shall be compacted to 950
modified proctor max. dry density (ASTM D-1557). Contractor shall
submit density test report to Owner or Engineer.
S. 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 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 reinforcingshall be held securely in position with standard
accessories in accordance with ACI 315 during placement of concrete.
8. Timmer.
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 seated 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
L�ii STA I r`�, f) C -r 101 A 11'x.
)4-t -fZ,a.11 100 4./,
't2 I F4C;-C 2'._-
Square Footage information;
FIRST FLOOR
UNDER ROOF ' �' 5F
F I R5T FLOOR- HEATED 5F
(5AR.lA6E UNHEATED 5F
FRONT PORGH 5F
BACK PORCH 5F
5EGOND FLOOR
5EGOND FLOOR.- POCK, `s ?CXTtc t4l 3B1,0
SF
TOTAL HEATED 5F
Structure eight 4 Hummer of vtories:
Mean Roof Height -2_0-&%'
Number of Stories 2
Type of Constructfon:
Type VB -2
Unprotected
Un5prinkled
Occupancy Class:
Residential Group R5
Project Scope:
. z -story Residence-D.rcGv, AWI-riat-i-
F'r76onc.
c a m
Area - 2 5e 5F
Drive (RsmoyE r0 �" 211'S 5F
I Housew�>��! I7) 5F
l Pro osed i?o n- 1 5F
Proposed Lot Goverage 14 6 4. 45 "-
,�p'
Florida Building Gode 2017
Florida Building Code 2017 5th Edition- .
"Existing Building"
National Electrical Code 2011
National Fire Prevention Code, 2012
Wind Zone information. -
See Hind Zone (Thl5 Sheet)
Materials:
Concrete (Normal Height- 2b Days) 3000 psi
Reinforcing Bar A5TM A615, 6r60
Yale l ded Hire Fabric A5TM 155
Hollow Load Bearing CMU ASTM GcIO, Gr N-1
Anchor Bolts ASTM A307 or A36
melds AlN5 E-70 or E&O
Hood Members for Beams $ Posts (#2 5YP) ,
Hood Members for 5tud5 (#2 SYP or Better) `
Microllam 1 qE
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. LEGEND
� DUPLEX WALL OUTLET -
I10-VOLT
GFI
INTERRUPTER - 110 VOLT
WEATHERPROOF OUTLET -
110 VOLT
�
"220 -VOLT OUTLET
SINGLE -POLE SWITCH
�3 THREE-WAY SWITCH
3- GEILiNG MOUNTED LIGHT
WALL MOUNTED LIGHT
® EXHAUST FAN
Ep ELEGTRiG PANEL
A/G SERVIGE 015CONNECT
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General Structural Notes;
1. coded
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, Wind Load Notes.
Codes: Florida Building Code 2017 and ASCE-7-10
Ultimate Design Wind Speed: 130 mph
Wind Importance Factor: 1 = 1.0 Building Category: 11
Wind Exposure: C
Enclosure: UPenclosed Building
Infernal Pressure Coefficient GCpi = +.18 or -.18
Wind Pressure to Components/ Claddings (Mean Roof Height 25')
End Zone = 8
Zone- Effective wind area(sf) Wind loads_(psQ
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
4. Allowable Sail Bearing. 2500 psf
5. Soil ifonvpaction.
Soil under slab on grade and foundation shall be compacted to 950
modified proctor max. dry density (ASTM D-1557). Contractor shall
submit density test report to Owner or Engineer.
S. 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 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 reinforcingshall be held securely in position with standard
accessories in accordance with ACI 315 during placement of concrete.
8. Timmer.
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 seated 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
L�ii STA I r`�, f) C -r 101 A 11'x.
)4-t -fZ,a.11 100 4./,
't2 I F4C;-C 2'._-
Square Footage information;
FIRST FLOOR
UNDER ROOF ' �' 5F
F I R5T FLOOR- HEATED 5F
(5AR.lA6E UNHEATED 5F
FRONT PORGH 5F
BACK PORCH 5F
5EGOND FLOOR
5EGOND FLOOR.- POCK, `s ?CXTtc t4l 3B1,0
SF
TOTAL HEATED 5F
Structure eight 4 Hummer of vtories:
Mean Roof Height -2_0-&%'
Number of Stories 2
Type of Constructfon:
Type VB -2
Unprotected
Un5prinkled
Occupancy Class:
Residential Group R5
Project Scope:
. z -story Residence-D.rcGv, AWI-riat-i-
F'r76onc.
c a m
Area - 2 5e 5F
Drive (RsmoyE r0 �" 211'S 5F
I Housew�>��! I7) 5F
l Pro osed i?o n- 1 5F
Proposed Lot Goverage 14 6 4. 45 "-
,�p'
Florida Building Gode 2017
Florida Building Code 2017 5th Edition- .
"Existing Building"
National Electrical Code 2011
National Fire Prevention Code, 2012
Wind Zone information. -
See Hind Zone (Thl5 Sheet)
Materials:
Concrete (Normal Height- 2b Days) 3000 psi
Reinforcing Bar A5TM A615, 6r60
Yale l ded Hire Fabric A5TM 155
Hollow Load Bearing CMU ASTM GcIO, Gr N-1
Anchor Bolts ASTM A307 or A36
melds AlN5 E-70 or E&O
Hood Members for Beams $ Posts (#2 5YP) ,
Hood Members for 5tud5 (#2 SYP or Better) `
Microllam 1 qE
I
ALTeRxriON
Pi S�5cRir -rlsva 60HPL1AM69- M0rr140V
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SHH@T
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ROOF FRAMING NOTES:
1. Gllp rafters to each bearing point W 55T-H2.5A claps
up to 10' span. For greater than 10' span use 5imp5on LT512.
2. All rldges and valleys shall be one (1) nominal a1ze larger than
adjoining rafter.
3. Nail rafters to telling jolsts with (4) .131" x 3 -1" nails.
4. Nail rafters to plates with (5) l6d common nails.
5. All rafters and ceiling joists shall be No. 2 5YP.
"24" MIN. OVERLAP AT SPLICE
24'
MIN.
USE (3) ROWS OF 1 O COMMON 6
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SOLID SAWN LUMBER
MULTIPLE MEMBER DETAIL
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or EQUIVALENT @ BEI
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or EQ @ BEAM
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.:.:9. CONCRETE FOUNDATION
CORNER POST DETAIL
(TYP. EA. CORNER)
M.T.S.
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