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BUILDING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "n"0,0 <
TYPICAL CONSTRUCTION NOTES: CONCRETE SLAB ON GRADE NOTES: CONVENTIONAL LIGHT-FRAME CONSTRUCTION PROVISIONS OF <
ROOF SHEATHING MINIMUM NAIL PATTERNS:
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3" O.C. WITHIN 3' OF EDGES, 6" O.C. ELSEWHERE, USING SECTION 2308, FLORIDA BUILDING CODE. -U- <
1. WALLS ARE 1/2" GYP. BOARD ON INTERIOR SIDE OF 2x6 WOOD STUDS, 1. Site preparation. The area within the foundation walls shall have oil z ..—)
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WITH NOM. 1/2- SHEATHING ON EXTERIOR SIDE, UNLESS NOTED vegetation, top soil and foreign material removed. 10d COMMON NAILS OR 8d RING SHANK NAILS (24 RINGS C�<t
OTHERWISE (U.N.O.). FLOOR LIVE LOAD 40 psf 0 Lo
PER NCH). ROOF SHEATHING SUPPORTED 24" O.C. SHALL U
2. Fill material shall be free of vegetation and foreign material. The fill ROOF LIVE LOAD 20 psf , <T
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shall be compacted to assure uniform support of the slob, and BE MIN. 85" (NOM.) WOOD STRUCTURAL PANEL SHEATHING < <
2. OPENINGS IN STUD WALLS ARE DIMENSIONED TO CENTERLINE OF ULTIMATE DESIGN WIND SPEED (3s GUST) 130 MPH
OPENING. COORDINATE ROUGH OPENING SIZE WITH REQUIREMENTS OF exce)t where approved, the fill depths shall not exceed 24" for clean COMPLYING WITH FBC 2304.7 NOMINAL DESIGN WIND SPEED 101 MPH
DOOR OR WINDOW MANUFACTURER. sand or gravel and 8" for earth.
FLOOD DESIGN DATA NOT IN FLOOD ZONE <a,
3. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED 3. A 6 mil polyethylene or approved vapor retarder with joints lopped not DESIGN LOAD-BEARING VALUES OF SOILS ASSUMED 3000 psi
WALI SHEATHING MINIMUM NAIL PATTERNS: �0
OTHERWISE (IF APPLICABLE). less than 6" shall be placed between the concrete floor slab and the _1ML_L_ CD
base course or the prepared subgrade where no base course exists. 3" O.C. WITHIN 3' OF EDGES, 6" O.C. ELSEWHERE, USING LO
FLOOR LOADING 40psf
4. ALL EXTERIOR DIMENSIONS IN STUD WALLS ARE TO FACE OF SHEATHING. 4. Where provided in slabs on grade, reinforcement shall be supported to 10d COMMON NAILS ROOF LOADING Cd=1.25
5. INSTALL FIREBLOCKING PER FBC 2305.1.4 remcin in place from the center to upper one third of the slab for TOP CHORD LIVE LOAD 20psf
GABLE END SHEATHING MINIMUM NAIL PATTERNS:
the duration of the concrete placement. TOP CHORD DEAD LOAD 7psf
6. APPLY BITUTHENE TAPE AROUND ALL WINDOWS PER MANUFACTURER'S 3" ON CENTER WITHIN 3' OF EDGES, 6" ON CENTER
BOTTOM CHORD LIVE LOAD <�
RECOMMENDATIONS. 5. Concrete slabs on grade shall be provided with joints in accordance Lul
ELSEWHERE WITH 8d COMMON NAILS. USE "' (NOM.)
with ACI 224.3R or other approved methods. Exception: one and two 2 ATTICS W/ LIMITED STORAGE 20psf
7. ALL SIMPSON (OR EQUAL) CONNECTORS SHALL BE FASTENED PER THE family dwellings with concrete slab reinforced with fibermesh (Fiber PLYWOOD SHEATHING BOTTOM CHORD DEAD LOAD 5psf Lu.
lengti shall be from I" to 2" and dosage shall be per manufacturer's
MANUFACTURER'S INSTRUCTIONS, REFER TO CATALOG FOR FASTENER
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6. ASTN A185 compliant 6 x6 W1.4 x W1.4 welded wire reinforcement 1 12" O.C. 2
8. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED fabrit located in the middle to the upper one—third of the slab. ASCE 7-10, 3s GUST 130mph BASIC WIND SPEED VY
Welded wire reinforcement fabric shall be supported with approved 2 12" O.C. EXPOSURE CATEGORY B
9. CONTRACTOR SHALL SELECT EXTERIOR BUILDING PRODUCTS APPROVED materials or supports at spacings not to exceed 3' or in accordance
< 3 6" O.C. RISK CATEGORY 11 (ORDINARY USE)
- BY THE FLORIDA BUILDING COMMISSION AND BEARING PRODUCT with the manufacturer's specifications. ENCLOSURE CLASSIFICATION ENCLOSED Do NOT SCALE THE DRAWINGS
0— APPROVAL NUMBERS FOR PANEL WALLS, EXTERIOR DOORS, ROOFING
W BASIS: ROOF FRAMING OF SOUTHERN PINE, INTERNAL PRESSURE COEFF. +0.43/-0.73 MAXIMUM 5TH REVIS�ON
LU PRODUCTS, SKYLIGHTS, WINDOWS, SHUTTERS, STRUCTURAL COMPONENTS, 4TH REVIS ON
10� AND BUILDING ENVELOPE PRODUCTS OF NEW TECHNOLOGY. SPECIFIC GRAVITY >.49 C&C DESIGN PRESSURES 3RD REVISION
2ND REVISION
ROOF +0.41 (100 SF OR MORE) IST REVISION
0 10. VERIFY LOCATIONS OF UNDERGROUND UTILITIES BEFORE EXCAVATING. FASTENERS SHALL BE 8d RING—SHANK NAILS. ISSUE DATE APRIL 4.2016
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-0.92 (100 SF OR MORE) PROJECT NUMBER 20160211
- ROOF SHEATHING SUPPORTED 24" O.C. SHALL
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