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Home My WebLink AboutREVISION 9-4-18CONTRACTOR: B.A.C.H. LAND DEVFr npMENT, LLC. DESIGN CRITERIA: i Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum and Chapter 23 Wood. 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A ofthe Aluminum Design Manual prepared by The Aluminum Association and the AAF Guide to Aluminum Construction in high Wind Areas. 3. ASCE 7-10. Loading Criteria 1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 2 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VULT =150 MPH VASD =116 MPH 3.3. Exposure Category, Section 1609A.3: Exposure C 3A. Screen Enclosure Section 2002A 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Patio Cover / Wood Shed: Non -Habitable, Unconditioned RoofType 1. RoofType: MONOSLOPE 2. Roof Material: 3" x 12" 0.024" American Metals Supply Riser Panel, Florida Product Approval Number FL 16952-112 Foundation Design • New Type H 4" Monolithic Concrete Slab -10" x 10" w/(2) 45 Cont. 31" overlap at ioints on 3" chairs and poured w/ 2,500 PSI concrete. The foundations are based on a minimum soil bearing pressure of 1500 psf • New 30" x 30" x 30" Isolated Footing w/(1) #5 top and bottom each way on 3" chairs and poured w/ 2,500 PSI concrete. The foundations are based on a minimum soil bearing pressure of 1,500 psi. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization ofthe engineer or record. 3. Screen Material: Design.based on 18114 or 20/20 Better View. Any other material must be approved. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 5. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 6. Door location shall be determined by contractor in the field 7. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type I,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. A r entraining+/- 1%- ASTM C 260 iv. Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM Al85 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. £ Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 8. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum moisture content of 15"/u. b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with Es. tt-w-571 and bear the American Wood Preservatives institute quality mark 1p-2. c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt paper, 10 mil polyethylene sheet or equivalent material. 9. Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacturers specifications, and installation methods for anchoring the submitted windows to alum members and specific sizes as indicated on A-1. 10. Contractor shall provide any additional backing and anchors as required by the window manufacturers recommended procedures. 11. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4 12_ All flashing and weatherproofing shall be provided by the contractor. 13. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. 0 90 I W co NOTE: BUILDER TO PROVIDE CERTIFICATION FROM MANUFACTURER FOR NEW ADDITIONS 3X3XO.125 2X8SMB Q (2) 2X9SMB 4TH WALL END BEAM 2X9SMB - INT BEAM A-4 4TH WALL 2X3 3X3XO.125 2X9SMB END BEAM INT BEAM S- A-2 A- 3"X12"XO.024" RISER PANEL 2X9SMB - - - INT BEAM A'3 X"SMB INTERMEDIATE BEAM (3) 2X6 CONNECTION 2X5SMB r EDGE 2 BEAM �-I A-2 i 16 O.C. i A-3 6'-4" 6'-4" 6'-4' 19'-0" 0 8A 3"X12"XO.024" RISER PAN 6'-4" 6'-4" 8'-0" All CONCE4IED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBUTY OF THE CONTRACTOR OF RECORD copy T 10'-9" T ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLI U,, DATE MUST BE KEPT ON JO OR JNORWeeEOTION WILL B MADE . SIDING ;E WRAP PLY CDX BOTTOM PLATE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COPIRECTIOW .. REQUIRED BY PIES iMPEC-1 M. T KAT UAY BE NECE64AR°l IN ORDER TO COMPLY WITH ALL APPUCABLE CODES- 11111/1/ / Jam, 1L o J= W, ¢ - C ilOtJ,4L SEAL IC W LLI LU Z ti C7 � kM� J Z V M ¢ d ZLL 0 ya(A 0 us Q 51 2 W oC4 a-1 O FE CC a l] N W fY 0 p ¢ :3 Urn J M O ~� a��Qmn00Zi a. to th -1 0- IL DRAWN BY GD DATE DRAWN 01 /31 /18 REVISION 8 09/04/18 SHEEP NO: A-1