HomeMy WebLinkAboutPLANS 2 OENERAtL NOTES (if applicable):
- This plan has been designed according to Florida Building Code 2011, 6th Edition.
- Design wind speed is 150 MPH. (5t. Lucie County)
- Soil bearing capacity for this project is 2500 psf.
- Compacted soils shall be tested to a minimum of 95% of Modified
Proctor in accordance with A5TM D 1551 and compacted and
tested in lifts not to exceed 12 inches. LU
-Poison soil against termites beneath Slab prior to concrete pour. A
-Footings shall be as indicated on drawings.
n - All concrete to be min. of f c = 3000 p.s.i. at 25 days.
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O - Reinforcing steel shall be min. grade 60. Reinforcement shall be
z placed in accordance with A150, CR51, & A5TM 615.
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- Reinforcement of laps in footings shall be 30". Corner bars are O
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- All pre-cast lintels to have min. 4" bearing. v
p - Roof: DL & LL = 20 psf bottom cord; DL&LL = 21 psf top cord w
n
w Q - Floor LL = 40 p.s.f.
w - See final engineered truss drawings for uplift loads
m and Truss Connectors.
0 z - Glazing at exterior doors, shower, bathtub and similar
z < locations will be of an approved safety glass.
O - Garage Common Door shall be 1/2 Hour Fire Rated 1 3/4" 4
[a Wood door equipped with self closer. �
0) LUz - Garage Common Wall shall be minimum 1/2" 5heetrock or w
z O Wire Lathe & Plaster.
Qn - HURRICANES SHUTTERS: All Windows shall be protected with Removable
tw Impact Resistant Panels fastened with manufacturers approved fasteners embedded
w w into concrete tie beam (top), filled concrete cell (sides) and precast concrete sill
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~ p Impact Resistant Glass. (see below)
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° Edward F
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_ �0 . STATE OFLU
FORFL P ��. 2021 .06.20 �-
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w z W per yGARAGE 1421 5F IL
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w 0 G� PARCEL ID: 1418-241-0035-000-1
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w �L 1 .156 AGRE5
O � I CODE: FBG 2011, 6th Edition Q
PROJECT NAME: BILL 5KOPELJA SHOP BUILDING WITH APARTMENT
lY PROJECT ADDRE55: 5T. LUGIE COUNTY, FL
0 O I ARGHITEGH/ENGINEER: Ed Shinskie P.E., FL Reg No.41515 DATE:
- - - - - MINIMUM 5E7114GK - - - - - - -
J TYPE OF CON5T.: G55 FRAME METAL X
BLDG. DESIGN: ENCLOSED X PARTIALLY ENCLOSED_OPEN _ 5/2b/2021
WIND SPEED (Ulitimate Mile): 140 150 160 X 1'70
EXP05URE: C
INTERNAL PRE55URE COEFFICIENT: 0.15 SCALE:
IMPORTANCE FACTOR: 1.0
PROPERTY LINE MEAN BLDG. HEIGHT: < 30 FT.
OVERHANG: 1 FT. ROOF PITCH: 3/12 AS NOTED
ROOF D.L. 5HIN67LE5 TILE METAL_ X _L.L.
FLOOR L.L. 40 psf DL
WINDOW/DOOR DESIGN PRE55URE5 ON ELEVATION YES X NO SHEET:
COMPONENETS and CLADDING WIND PRESSURES
SHUTTERS: YES NO X N/A
51TE PLAN 1" = 15-0" IMPACT RESISTANT ASSEMBLY: YE5 X NO N/A A.
Digitally signed
by Edward F
_ No.47515 Shinskie Jr.
Date:
-�0 STATE OF
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Z ��011-upoorD 12'x 12'Roll up Door
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ED FRONT ELEVATION 1/4" = 1'-0" RIGHT END ELEVATION 1/4" = 1'-0"
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- LEFT END ELEVATION 1/4"
FRONT ELEVATION 1/4 - 1 -0rz v
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STEEL BUILDING BIBS,
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N I I I DATE:
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5/28/2021
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ELECTRICAL NOTE: L I SCALE:
1-100 amp 24 circuit Panel w/Breakers
3-#5thhn Copper Wire thhn Ground
2 Grounding Rods
Standard Devices 10 A NOTED
EP
3068
SHEET:
52'-10" 3'-2" 4' A-2
FLOOR PLAN 1/4" = 1'-0"
SHINS
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Date: 2021.06.20 10:50:52 -04'00' n
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W I TYPICAL FOOTER: 16"w x 20"d Monolithic I �
L I Footer reinf w/ Two #5 Rebar continuous
z w I FIFE around corners, min. lap 25". - - - - a _
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w I TYPICAL SLAB: 4" 3000 psi Monolithic Pour Concrete 51ab j � Q
LUo I reinf. wlV'-4V 1M, 6x6, 10. 10 over 6 mil Visqueen over clean, I m _
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� Z I TYPICAL FOOTER: 16"w x 20"d Monolithic I z
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o I I DATE:
5/28/2021
L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - � SCALE:
—
AS NOTED
60' SHEET:
A-3
ELEGTRIGAL PLAN 1/4" = 1'-011