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HomeMy WebLinkAboutWind Speed & ExposureCONTRACTOR: TRI-COUNTY ALUMINUM, INC. DESIGN CRITERIA: y Applicable Codes, Regulations. and Standards 1. The 5th Edition (2014) Florida 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, Inc. 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 L 2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vmr = 150 MPH VASo =116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure B 4. Building Category for Aluminum Structures, Paragraph 2002.6: Category TYPE 1 - Screen Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel,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 upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, spallin% or other deterioration. Specifications The following specifications are applicable to this project. 1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 TS 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 #14 screws 6" from ends and 24" centei 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 1,- ASTM C 150 iL Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii Air entraining+/- 1% -ASTMC 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 ii. 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 flashing and weatherproofing 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. WIND SPEED AND EXPOSURE HAVE� BEEN DETERMI` USING THE ADVANCED TECHNOLOGY( y --lCEL S WEBSITE /� AND GOOGLE EARTH. � Oo �W Q PROFESSIONAL SEAL 0 I' ip 0 I q9 16' ALUMINUM KICKPLATE (TYP) T 6'—G" — T 3X3XO.090 2X3GIRT (TYP) COMPOSITE PANEL `1X3 1 9 1Q0 \-(9 3'—W 6'-0' 6'-0' 6'—W 6'-0' 3'—W 1X3 2X3GIRT 0 7'-6' 0 0 0 \n IY ui OV ui d Uj a LL g W O cc W QLL1 0-2 W LL I ��� A m Z ` W Q W Z _ LLJLLJ Z �- 7 = 7 W (A C zUS J J Q F-ZZ$ m QL�L.1 JTT 0Lu Z �u1N Z kD Q N N Y13^^ 0 Z �J N Uj f� cr Q ❑ IU LU Z Q W CDU 0 L) 'n a Nri 11 Z��LL DRAWN BY GD 10/05/17 REVISION SHEET NO: ALUMINUM MEMBERS DIW1I °` ()NS HOLLOW SECTIONS 2x2: 2"x2"x0.046" 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 1x2: 1"x2"x0.040" 1x3: 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) 2x4 SUB: 2"x4"x0.044"x0.100" 2x5 SMB: 2" x 5" x 0.050" x 0. 100" 2x6 SMB: 2" x 6" x 0.050" x 0. 12& 2 x 7 SUB: 2" x 7" x 0.057" x 0.120" 2 x 8 SUB: 2" x 8" x 0.072" x 0.124" 2x9 SMB: 2" x 9" x 0.072" x 0. 124" 2 x 10 SUB: 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 Mf m"m (2) 3/8" DIA. CONCRETE SCREWANCHORS- i (3" CONC. EMBED) 1"x 3" OB W/ 1/4" CONCRETE SCREWANCHOR6" FROM UPRIGHT & @ 24" O.C. (MIN. W EMBED.) 3" x 0.090" INTERNALIEXTERNAL 3" x 3" x 1 /8" EXTRUDED POST BASE WI(2)3/&' DIA. THRU BOLTS B 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS 1/8" x T x T EXTRUDED ANGLE 5052 H-32 ALLOY SLAB / FOOTING SEE PLAN SIDE VIEW (1) 3/8" DIA. CONCRETE SCREWANCHORS (21/4" CONC. EMBED) (4) #14 x 3/4" SMS INTO DJ JAMB 1" x 3" BASE PLATE ANCHORED TO CONC W/ 1/#' CONCRETE SCREWANCHOR ° 8' a " g (MIN. 1 1/4" EMBED) a ' W MAX EACH SIDE OF POST " • . '$• ; s4 m, AND 24" O.C. MAX '6" 1 FRONT VIEW DJ-1 UPRIGHT TO CONCRETE PRE -HUNG A-2 DOOR LOCATION DETAIL SCALE: NTS KICK PLATE NOTES: 1. 0.024 ALUM 2. SCREWALLCORN_.' 3. 100 B -120 B WIND ZONES USE #8 x 5/8"SMS @ 12" O.C. 4. 120 C -140 B WIND ZONES USE #8 x 5/8" SMS @ 8" O.C. 5. 140 C -150 B WIND ZONES USE #8 x 5/8" SMS @ 6" O.C. 6. 150 C & ABOVE WIND ZONES USE #12 x 5/8" SMS @ 6" O.C. 7. SCREW GIRT, BOTTOM RAIL & BOTH SIDES 8. MAX KICK PLATE HT= 36" CHAIR RAIL 1"x 1"x 1/8" ANGLE W/ (2) #14 x 5/8" EACH FLANGE EACH SIDE OF UPRIGHT x 3" x 0.090" C CHAIR RAIL TO POST CONNECTION DETAIL A_2 SCALE: NTS LL a , 0:a= z © �``��0 G_ � PROFS SIGNAL SEAL . I (1) 1/2" DIA. THRU BOLTw/NYLOCK I JAM NUT - IN LIEU OF NYLOCK JAM 1/8" x 2" x T EXTRUDED NUT, JAM NUT w/ THREADLOCKER ANGLE 5052 H-32 ALLOY EA MAY BE USED SIDE ® TIGHTEN TO CONTACT -DO NOT OVERTIGHTEN 6 O Y SLAB / FOOTING SEE PLAN SIDE VIEW (2) 3/8" DIA. CONCRETE SCREWANCHORS (2114" CONC. EMBED) 1" x 3" BASE PLATE ANCHORED TO CONC W/ 1/4" 1 va MIN coat y + CONCRETE SCREW ANCHOR aNCHott EMBEDMENT " ; •, (MIN.1 1l4" EMBED) 211r MIN CONC .d• '=i ," '`° '• " 6" MAX EACH SIDE OF POST ANCHOR EMBEDMENT d , .� • - a' °' AND ZV O.C. MAX „ •s SLAB / FOOTING SEE PLAN FRONT VIEW B-1 " x 3" PB.UPRIGHT TO CONCRETE DETAIL A-2 SCALE: NTS CC O Ld e = ui d W d �m m LL LL LL Zg 2 O m Q LU 0� u doZ a� ? Lu Z Z w < , Wz mz - LLI U _ Z u LJJ t; LL F- u' a ►W Z ..� U J Z �o z m W w;gT S Q lwu L u P, .Nn O U Z Q N N z I; = Z C7 ,on C -t- Z o m W V) W . 0 0 pi IA Ln W w z¢W i E3U m W rn rJaM a. z r- LL LLL GD DATE DRAWN 10/05/17 SHEET NO: A-2 #14 x 4 7/8" SMS W/ f1 1/2" DIA. NEOPRENE FACED WASHER @ W O.C. 3" x 0.062" ALUM RECEIVING CHANNEL W/ #10 x 3/4" TOP AND ,v r r' ri r roll BOTTOM AS END CAP _ y 2'xWx0.07U' 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 0.070" TOP RAIL - NO ANGLE REQUIRED UNLESS SPLICED OR CORNER -ATTACH W/ (4) #10 x 4%G 2"x3"PB 2"x2"x3" x 1/8" ANC (4) #10 x 39' SMS INTO SCREW BOSSES (2) INTO TOP RAIL (2) INTO POST 3" COMPOSITE PANEL fil S X 3 TOP RAIL CONNECTION TO 2 X 3 UPRIGHT A-3 SCALE: NTS 2" x 3" EXISTING HOST WALL (2) 1/4" X 3" QUICKSET ANCHORS INTO WALL 1 1/2" x 21 /8" x 1 1/2" x 3" x 0.062" WOOD: ALUM RECEIVING CHANNEL (2)1/4" x 3" LAG SCREWS W/ (4) #14 x 3/4" SMS EACH INTO WALL SIDE INTO BEAM / i S-4 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL A-3 SCALE: NTS S-1 COMPOSITE PANEL TO FASCIA DETAIL SCALE: NTS A-3 ce,i�LLi na W Q PROFS SWA SEAL Q ❑ ❑ O LL; a LLI � f1 CC l z m O LLLLLLLLLL�JJJJJ cr- C)m am W �� �� W z �z Lu z W W Z W t; X :3 ZVo . ., J a N J Q aa m Z 08 g t'm, `a s a W--ici4' W RW ui O ImflN U Z E a N N W = Z (9 �3CC c Z to . o in W Mu�`'LL u N W cl 0 � Q � W ZQ� o U m W O c�oaM d I- Zl~LLLL DRAWN BY GD DATE DRAWN 10/05/17 REVISION i - L SHEET NO: A-3