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25' RECEIVED
MAR 0 3 2020
ST. Lucie Coonty, Permitting
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Design Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region 8 Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VmT=150 MPH
3. Exposure Category, Paragraph 1609.4.3: C
Applicable Codes. Regulation and Standards
1. The 61h Edifion (2017) Florida Building Code, specfically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE 7-10
General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all lowland regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
Specifications
The following speclfcotions are applicable to this projects:
1. Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 3/4" max- ASTM C 33
1.1.3. Air entraining +/-1 %-ASTM C 260
1.1.4. Water reducing agent-ASTM C494
1.1.5. Clean Potable water
1.1.6. Other admixture not pennifted
12. Metal accessories shall conform to:
1.2.1. Reinforcing Bars-ASTM A615, grade 60
1.2.2. Welded wire fabric -ASTM A185
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after hatching is not permitted.
IAPrepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendation:
1.5. Moist cure or polyethylene curing required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. All aluminum components embedded within concrete shall be coated with e
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 W1.4NVIA WWF.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series "300".
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24" on center or #12 screws 6" from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6. Door location shall be determined by contractor in the field.
7. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8. All flashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: Existing 8"x8" Thickened Edge 4" Slab on Grade
Existing concrete. No additional concrete footing is required to resist the loads imposed
by the proposed construction if the existing footing is In sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type Screen Size
None None
HOLLOW SECTONS
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2x 6 SMB:
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2x5: rxS•x0XW
2x T6MB:
rx Tx0.05rx0.W
2xG SNB;
rx8•x0.0rr x0.12V
OPEN BACK SECTION S
1 x B bMB:
rx—O.OTPx 412V
1": Vx7x0.04C
2xiDSMB:
rx10?9.04rxO.3%r
CONCRETESCREWANCHOR: SHEET WA LSCREWS ISMbI:
SIMPSON THEN HO OR E0111VA1E1Cr IW BIIILIJX OR EQUIVALENT
PICKETS
RECEIVED
MAR 0 3 "210
ST. Lucie County, Permitting
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DECK FRAMING (MAY
LOOK DIFFERENT THAN
ILLUSTRATED)
SIMPSON WC28Z ON
�JDISTS AT EDGE SIMPSON LUC26Z (LUC26Z FOR 2X6
JOISTS)
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---TYPIGAL JOIST. SIMPSON LUS26Z(LUS26Z FOR 2X6 h
JOISTS) C13
(VVD) JOIST ATTACHMENT TO RIM JOIST OR LEDGER
2 SCALE: NTS
(2)12 DIA THRU
WTLH FENDER WAE
DO NOT OVERTI
FRONT VIEW
SIDE VIEW
2X12 PT STRIN(
MAX SPACING (12- O.C. FOR
COMPOSITE DECKING) (TYP)
t2
11•MIN.71READ DEPTH
1' NOSING
T Y•MAX.
RISER HEIGHT
1K TRIM BOARD AS DESIRED
1• WOOD RISER AS DESIRED
2K PT WOOD OR COMPOSITE
TREAD
2x4 PT NAILER ANCHORED TO
CONCRETE SLAB OR WOOD DECK
DECK STAIRS
SCALE:NTS
DECK BOARDS PER PLAN. SPACE FOR IW FINAL GAP.
ADJUST FOR PT DRYING AM SHRINKAGE.
JOIST
DECK SCREWS FLAT HEAD
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D- COLUMN TO WOOD DECK CONNECTION V vy �1 DECK ATTACHMENT
2 SCALE: NTS 2 SCALE:NTS