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Home My WebLink AboutALUMINUM STRUCTURE PLANCONTRACTOR: Master Craft Aluminum DESIGN CRITERIA: 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 of the 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 loth Edition (2017) Florida Bmldins Code, Appendix I Section 105.1 2. Dead Load:2 PSF 3. Wind Load:T 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Sp&,d: Vea = 150 MP Nominal Design Wind Speed: Was - 116 MPH 3.3. Exposure Category, Section 1609.4.3: Exoosure B 3A. Sawn Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Wood Shed : Non -Habitable- Unconditioned Scope of Work Does not include analysis of existing structure. Roaf Type 1. Roof Type: EXISTING 2. Roaf Material: EXISTING Foundation Design Existing concrete. No additional concrete footing or slab Is reguiredm resist the bade imposed upon the existing slab by the proposed construction ifthe sibling slab Is a minimum of 4" thick and in sound condition, tree from structural cricking, station, or other deterioroilon. 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 accepnable without the specific written, signed and sealed authorization of Florida Aluminum Engineering, Inc. 3. Fasteners are required to be corrosion resistaui, minmum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series'300", or imeoated stainless steel series'400'.. 4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ads and 24" c®ter in cater or #12 screws 6" from ads and 12' center to cents. 5. Dear location shall be determined by contractor in the field 6. Where concrete specifications are required, whetha in the scree enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a Concrete shall conform in ASTM C94 for the following components: I. Portland Cement Type 1,- ASTM C 150 R Aggregates - large Aggregate 3/4" max - ASTM C 33 uL An entraining+/-1%-ASTMC 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable wria vL Other admixtures not permitted b. Metal accessories shall conform to: I. Reinforcing Bars- ASTM A615, grade 60 E Welded wire fabric -ASIM At85 c. Concrete slump a discharge chute not less ihm 3" or more than 5". Water added afta beaching is not pertained d Prepare and place concrete per American Canada institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weatha recommendations. e. Moist cue or polyethylene curing permitted. f Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed ova a polyethylene vapor barrier. h. ALL aluminum components embedded within concrete sball be coated with a bituminous paint or epoxy. 7. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a Framing lumber shall be mhtiatun no. 2 southern yellow pine and have a maximum moisture content of 15%. b. Pressure treatrnents shall be osmosalts, osmose k-33, womansalts in celaue, as recommended for the use condition. Pressure treated lumber shall be impregnated with a coo salt treatment in accordance with f.s, n-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 FT lumber by 30# felt papa, 10 mil polyethylene sheet or equivalent material. S. 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 Aluminum members and specific sip as radiated on A-1. 9. Contractor shall provide any additional backing (aluminum, woad etc..) and anchom as required by the window manufacturers recommended procedures. 10. All glass panels within 24' of a door opening shall be of tempered glass pa FBGR308.4 11. AD flashing and watherproefmg shall be provided by the contractor. 12. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. it 9 -3 1 W-0" �1, (2) 2X4 TOP PLATE VINYL SIDING TO MATCH TY-VEX VAPOR BARRIER 1/2" PLY COX 2X4PT BOTTOM PLATE D e•z o o p 2y 2 J a County, P •D9 �� •••• Z .. ••:' 4�i 6 1d Lj Lu LU Lu t7 Z 2X6SM8 z 4TH WALL �I Z ¢ z 7'-6" EAKI-C- to O a tW o j EXISTING LU u 0 ROOF O F- 2X4PT@ 7'-3' a 16"O.C. C CO U z WmZ3 is a-WHe .alai p Z < IV tl OLLJ z 9 U. SCANNED BY St. Lucie Countv TP 06/29/19 A-1 ALUMINUM MEMBERS DIMENSIONS \\NIII *111/Nod HOLLOWx0.S O S ,````,,� • •• 2x3: 2"x3"x0.050" 2� %• •, f 2x5: 2"x4"x0.050" ,y(v 2x5: 2"x5"x0.050" �RE ¢ � LL O� o OPEN BACK SEC'nONS G- U (D * HW.. 1 x 2: 1" x 2" x 0.045" l x 3: 1"x 3"x 0.045" 1/ yam--- NEW WOOD WALL ' :U, O U) �O." SNAP SECTIONS Z i�,�O••. •� !( .........•••' 2x 2 Snap: 2"x2"x 0.045" 4i & 4., d 2 x 3 Snap: 2" x 3"x 0.050" 2" x 8" SMB Q%,� 'l////Iu...-Il c 2 x 4 Snap: 2" R 4") 0.045" - l j \\\\`` SELF MATING (SMB) 2x4SMB: 2"x4"x 0.W'x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2X6SMB: 2"x6"x 0.050"x 0.120" 2x7SMB: 2"x7" x 0.05T'x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" 2 x 10 SMB: 2" x 10" x 0.092"x 0.398" MINE,IUM FASTENER EDGEDISTANCE: 12" MINIMUM FASTENER SPACIN(:3/ 1 1/2" x 21/8" x 1 1/Z' x ALUM RECEIVING CONCRETE SCREW ANCHOR: WI (5) #14 x 3/4" SBvfPSON TITEN HD OR EQUIVALENT SIDE I SHEET NIETAL SCREWS ISMS): IT W / BUH,DEX OR EQUIVALENT 1/2'n2• MIN (2) HEADER SCHEDULE OPENNO HEADERSIZE UPTO ab- 12)rxr S'-STOV 5'-5-TO 58 2)rxa- R)rx10' 4'JTO ILA' I (2)rxtr BASED ON A MIN SOIL BEARING PRESSURE OF 1,500 PSF BEARING CAPACITY OF SOIL SHALL BE VERIFIED BY LICENSED CONTRACTOR PRIOR TO POURING CONCRETE THE SLABIFOUNDATION AREA SHALL BE CLEARED OF DEBRIS AND ROOTS AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF CONCRETE CONCRETE SHALL BE PER SPECIFICATIONS IN THE DESIGN 1/4" DIA x 3" LAG SCREWS W/ NEOPRENE WASHERS 3" O.C. AT ALL INTERIOR AND EXTERIOR WALL LOCATIONS �7 Z' OVERHANG MAX HEADER SCHEDULE VINYL SIDING ON TY-VEX VAPOR BARRIER PAPER OR HOUSE WRAP ON 1/2"APA RATED SHEATHING 2X4 S.V.P. ® 16"O.C. CONTINUOUS FROM BOTTOM OF BOTTOM PLATE TO TOP OF TOP PLATE. SHEATHING IS PART OF LOAD PATH TO GROUND. 2. IF SHEATHING HAS HORIZONTAL BREAK. IT CANNOT BE USED AS PART OF LOAD PATH - USE H2.SAT BOTTOM AND H.2 AT TOP OF EACH STUD. NAIL PATTERN: Ed 4" O.C. @ EDGES Ed 6" O.C. INFILL 4PT STUD 16" O.C. (1) Tx 4" PT BOTTOM PLATE W13/8" x 4" DIA SCREW ANCHOR @ 7 O.C. s TYPICAL WOOD FRAME WALL SECTION A-2 SCALE NTS 4" x 3" LAG SCREWS WALL IN STUDS wBEAM TO HOST STRUCTURE ATTACHMENT DETAIL SCALE: NTS H 2.5 AT 2X4 HORIZONTAL BLOCKING AT SHEATHING SPLICE (2) 16d TOE NAILS EACH END (2) LSTA24 EA END 16d NAILS @ 8" AT CORNER ST 3/4" HEADER SCHEDULE OPENNG HEADERSIZE UP T03'i• (2)YxP 3'-a'T05Y (2)HI: 5'-S-TO aB (2)TxtP 8'-7T048 I (2)Txt7 P PLATE UBLE 2X 16d x 5 EACH SIDE IN ,H HEADER 4DER PER SCHEDULE . 2X4PT STUDS MIN. :H SIDE OFOPENING 24" O.C. 1GGERED IPT STUDS ® 16" O.C. H 2.5 AT ALL STUDS BOTTOM PLATE SINGLE 2X PT SIMPSON STRONG TIE SIMPSON STRONG TIE LTT20B LTT20B A -A TYPICAL WOOD FRAME WALL (@ DOOR SECTION A_2 SCALE: NTS H 2.5 AT 2X4 HORIZONTAL BLOCKING AT SHEATHING SPLICE (2) 16d TOE NAILS EACH END (2) LSTA24 EA SIMPSON STRONG HEADER SCHEDULE OPENNO HEADERSIZE UPTO T4 1 (2)Tx8' I ( ,) , a'B TO es1 (2)7.17 BB TO IZ8 I (2)Tx1T TOP PLATE DOUBLE2X 3 - Tod x 5 EACH SIDE IN EACH HEADER HEADER PER SCHEDULE 2 - 2X4PT STUDS MIN. EACH SIDE OF OPENING -8d 0 24" OC STAGGERED -2X4PT STUDS ® 16" O.C. _BOTTOM PLATE SINGLE 2X PT SIMPSON STRONG TIE B-B TYPICAL WOOD FRAME WALL(2�L WINDOW SECTION A-2 SCALE NTS W U U p Z an w z Q Z O aw vi jA Z v S W U ` J O cc FIL ZZ� C -- Za3 J ai LLmm Q Lu z =y 0 Z • G OZ LL U N tA 0 IJUI O Q EUW N rj N U W LL U W O F ¢p O O ocO C.�mduJ. )ATE DRAW 05/29/19 REVISION 1 SHEET NO: A-2