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HomeMy WebLinkAboutWIND SPEED & EXPOSURE-CONTRACTOR: Master CraftAhu mum DESIGN CRITERIA: Applicable Codes, Regulations, and Standards_ 1. The Sth Edition (2014) Flonda Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, hic. Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in high wind areas, 2010. 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 2. 2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region &c Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed VULT =160 MPH, VASD = 116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure B 4. Building Category for Aluminum Structures, Paragraph 2002.6: Category TYPE 2 -GLASS ROOD Non -Habitable, Unconditioned Scope of Work: Does not include analysis of remaining existing structure Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0 024" composite panel Elite 2000 1.0 density foam, Florida Product Approval Number FL 7561-R3. Foundation Design Existing concrete No additional concrete footing or slab is required to resist the loads imposed by the proposed construction if the existing slab is a minimum 4" thick with an 8" x 8" thickened slab edge and in sound condition free from structural cracking, spalimg, or other deterioration. Specifications The following specifications are applicable to this project. 1. All work shall be in accordance with the Sth Edition (2014) 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 of Suncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14 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 914 screws 6" from ends and 24" center to center or 912 screws 6' from ends and 12" center to center. 6. Door location shall be determined by contractor in the field 7. Where concrete specifications ate 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: L Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 39' max - ASTM C 33 iiL Air entraining +/- l% - 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: L Reinforcing Bars - ASTM A615, grade 60 iL Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching 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 f. 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%. 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 f.s. 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 309 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 Aluminum 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. WIND SPEED AN. POSURE HAVE BEEN DETERMII`.' 'JSING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. CO;�CEALED FASTENERS OR AiiACH�ENT3 ARE TH RESFONSIRILITY OF THE CONTRACTOR OF RECORD 4'-10J" ff 4'-10J" 14'-2" l7/s- at ? I ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR Colin 1 E REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE M T: L- na: W Q- vt W .^,Q PROFS1MA1L1SEAL L-I ❑ 0 tr 0 '3 U i wLU ti ti LU oc J U- p Z LU W a m m 6, 3X3X0.070 N cc UJ LU I N N 3q(3X0.070 I M Z C7 Q w 1,1 N O u z u w LL arLL c 2 DJ DJ -10 -1 `A-2 2 DJ ! M n N U 3X3X0.070 J t" . R J Vr 7'-6j" 0 V% Umo8 W TT a o Z _ to Q N N �3^C Z Z N LU .MUM N UJI � W ALL ELECTRICAL TO BE ~ INSTALLED PER 5TH Q EDITION (2014) FLORIDA BUILDING CODE W- ~U = I- N UJ W (A co 0 Z(ql-M w o O C-] COMPONENTS & CLADDING DESIGN PRESSURES FOR WINDOWS / DOORS: d m Cl) (L 1L +30.4 PSF / -40.7 PSF DRAWN BY GD MINUM DATE DRA1A (TYP) 11/28/17 REVISION 1 - SHEET NO: V A-1 ALUMINUM MEMBERS DIMENSIC:' HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" 2 x 3: 2" x 3" x 0.050" 2 x 4: 2" x 4" x 0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS Ix2: 1"x2"x0.040" 1 x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2 x 7 SMB: 2" x 7" x 0.05T' x 0.120" 2x8SMB: 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" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT CHAIR RAIL 3" x 3" x 0.070" V x 3" RC W/ IN' CONCRETE SCREW ANCHOR W FROM UPRIGHT & AT 24" O.C. (MIN. 2 3/4" EMBED.) 2" x 2" x 3" x 1/8" ALUM ANGLE EACH SIDE OF UPRIGHT W/ 3/8" DIA. x 3" CONCRETE ANCHORS ON EACH SIDE (4) #14 x 3/4" SMS SCREWS n i cr) LL y a:zCD �: Nam:' z *�W�:-1= O �0 IP? PROFESSIONAL SEAL x UPRIGHT 0 W LtJ 0 Lu cc d d �$ LL z a LLJ co W a m Lu 0z ¢Z Z W =:3 0:3 1—LL wLL C CHAIR RAIL TO UPRIGHT DETAIL B 3" x 3" POST TO DECK CONNECTION DETAILS A-2 SCALE: NTS A-2 SCALE: NTS 1/8" x 2" x 2" EXTRUDED I I ANGLE 5032 H-32 ALLOY L 214'MINCONC Q 'I it ; , yfd ♦ 4N q SLAB / FOOTING q ANCHOR EMBEDMENT ° a ' . a 6d SEE PLAN e ° SIDE VIEW (1) 3/8" DIA. CONCRETE SCREWANCHORS (21/4" CONC. EMBED) T-A-R 1#12x3/4"SMS TO DJ x W RECEVING x7'DJ 1"x W RECEIVING CHANNEL ANCHORED TO CONC W/ IN' CONCRETESCREWANCHOR e'• (MIN. 1 1/4" EMBED) a c a t 6" MAX EACH SIDE OF POST ° . • • +a• ; e4 s, AND 24" O.C. MAX FRONT VIEW DJ-1 DOOR JAMB TO CONCRETE DETAIL A-2 SCALE: NTS G ZU� J J Zs o$gQ awe' Q LuW , .6 T O W`�mrNn try {f� V z 2 W u Z 0 P K, Z o�i�' o O. U.) W . UI-- LL CA LA w W W p Lu Lu Q � U 0-j W W2 �fjcoco o ~ OC wco0-j d M CM D_ LL DRAWN BY GD DATE DRAWN 11/28/17 REVISION SHEET NO: A-2 �l r 2" x 3" x 0.050" TOP RAIL W/ (4) #10 x 4" SMS INTO POST 2"x2"x3"LG x 1/8" ANGLE (4) #10 x 3/4" SMS INTO SCREW BOSSES (2) INTO TOP RAIL (2) INTO POST 2" x 3" x 0.050" TOP RAIL - NO ANGLE REQUIRED UNLESS SPLICED OR CORNER -ATTACH . W/ (4) #10 x 4" LG 2" x 3" "_% 910 x 3/4"SMS W/NEOPRENE WASHER AT 12" O.C. #10 x 3/4" SMS 12" O.C. 3" x 0.040" EXTRUDED H-CHANNEL 1TA` S-2 COMPOSITE ROOF TO EXISTING ROOF ' & SCALE:NTS A-3 2"x2"x3"LG x 1/8" ANGLE (4) #10 x 3/4" SMS INTO SCREW BOSSES— (2) INTO TOP RAIL (2) INTO POST CONNECTION AT CORNER CONN S 2 X 3 TOP RAIL CONNECTION TO 3 X UPRIGHT A-� SCALE: NTS AT SPLICE #14 x 4 7/8" SMS W/ 1 1/2" DIA. NEOPRENE - FACED WASHER @ 8" O.C. 3" COMPOSITE ROOF PANEL 1 1/8" x 2 1/8" xl 1/8" x 0.050" ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EACH SIDE OF BEAM & (2) 3/8" DIA. THRU BOLTS INTO THE POST (4) 3/8" DIA. THRU BOLT 2"x8"SMB 3" x 3" POST LL �.0 Lu rx: Q- may•., c: 'C, o NG COMPOSITEPANEL S-i COMP. ROOF TO CORNER POST 4TH WALL DETAIL A SCALE:NTS o © ❑ CC ui ui 0Lu cc a C. U. Z� C$ W in cc am Wm Lu Vf z 0 z Z QQ W W C z Q z Z =u 0:3 LL1 HLL d'LL I` ZVo j J � Z',- Q Z osg� 03$ Vi Ium91 S Q W w,9T y - p LLJ ��" W U Z �6i Z N W ti � (A N LU W F-. W W Q U) U O� LU U)) CC) OC w�0-1 CL mc')aLL DRAWN BY GD DATE DRAWN 11 /28/17 REVISION SHEET NO: A-3