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HomeMy WebLinkAboutDRAWING APPROVED LAYOUTm sw File COPY '11N. -SE-,'-cj/,ICK REQ, ZON-, 107 IDES '-NR SIDES �EAR NG. :CH. rr) l L) CONTRACTOR: WYNNE BUILDING CORP DESIGN CRITERIA: Applicable Codes. Regulations, and Standards 1. The 7th Edition (2020) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and AA ADMl 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 7-16. Loading Criteria 1. Live Load: 10 PSF per 7th Edition (2020) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 1 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Speed: VvcT =150 MPH. Nominal Design Wind Speed: VASD =116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Patio Cover: Non -Habitable, Unconditioned RoofType 1. Roof Type: GABLE 2. Roof Material: 3" x 12" 0.030" Town & Country Industries Riser Panel, Florida Product Approval Number FL 17638-112 Foundation Design Existing concrete slab. 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, spelling. or other deterioration. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 7th Edition (2020) 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 Florida Aluminum Engineering, Inc. 3. Fasteners are required to be contusion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 4. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 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. 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 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1% - ASTM C 260 iv. Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not pennitted b. Metal accessories shall conform to: i. 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 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. 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. 7. All flashing and weatherproofing shall be provided by the contractor. 8. 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. A-2 END BEAM Ful1le copy EEWEDFOR CODE COMPLIANCE ST. L CIE COl➢N"flf BOCC 1�2��(2,( \_2X8SMB i 2X5SMB CROSS ! 4TH WALL BEAM 3"X1 " o RISER PAN N N S-4 2X8SMB A-3 CROSS i S} BEAM I In CD 4 N O W X LQ 2X5SMB 2X5SMB 1 UJ N ? m INT EDGE BEAM BEAM 2X5SMB 2X5SMB 3X3X0.125 4TH WALL 'X12"X'0.030" INT 2X5SMB POST RISER PAN BEAM END f I I I— BEAM_! 2X5SMB S-3 END A-3 BEAM 6'-0" 6'-0" 6'-0" 6'-0" 24'-0" 3X3X0.125 POST 3X3XO.125 11'-0" LL •: Q Z o C! � i 4 p % W to .v `r * LU Q 0' to C/) Z •: '�i y• ....•••' p /.O.. 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C7 •• �j 2 x 4: 2" x 4" x 0.050" FACED WASHER @ 12" O.C. �' LL AL. 2 x 5: 2" X 5" x 0.050" ALONG LENGTH OF ALL (� t O Q END/CROSSBEAMS O OPEN BACK SECTIONS #14 x 3/4" sMs W! d : co LV W F- O S Q 1 x 2: 1" x 2" x 0.040" NEOPRENE FACED • • I— V 1 x 3: 1" x 3" x O.Q45" WASHER @ 4" O.C. ;•> Z V) SNAP SECTIONS � O ••'•.•�•• • •� �� 2 x 2 Snap: 2" x 2" x 0.045" I I o Xy • • • ' �0 v x 0.12511 I I 2 x 4 Snap: 2" x 4" x 0.045" POST SELF MATING (SMB) — — � 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" I I o 3" RISERIF � 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" (2) 3/8" DIA. CONCRETE I I PANEL ® W W LIJ d 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" SCREW ANCHORS I I z 2 x 7 SMB: 2" x T' x O.OST'x 0.120" (3" CONC. EMBED) INTERNAUEXTERNAL • IL (D 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" I I 3" x 3" x 1/8" EXTRUDED m 2" x 8" I O 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" I ( POST BASE W/ (2) 3/8" I ® SMB w z 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" DIA. THRU BOLTS I I I® J O.. 2"x5"SMB Q a Z MINIMUM FASTENER EDGE DISTANCE: 1/2" ° z a MINIMUM FASTENER SPACING: 3/4" e. 3" x 3" x POST I I H Z Q W CONCRETE SCREW ANCHOR: a .• p,' I I 1 112" x 21/8" x 1 1/2" x 8" x 0.125" ALUM W c U G SIMPSON TITEN HD ORE EQUIVALENT Q , , •' o ' °: I RECEIVING CHANNEL W! (n O O SHEET METAL SCREWS (SMS): .4 .. ° , d #14 x 3/4" SMS EACH SIDE OF _ ITW / BUILDEX OR EQUIVALENT " a •' e ° BEAM & (4) 3/8" DIA. THRU BOLTS d H INTO POST cm m B 3" x 3" POST TO CONCRETE CONNECTION DETAIL Z rq W A-2 SCALE: NTS S RHINO PANEL TO CORNER POST CONNECTION E A-2 SCALE: NTS CJR § = N Q LJJ ¢a w ammo a'o 'z Q W q_¢��x ¢ gF- FLL "WZ ,Z^ ti j 0 Z In W c V' o 9 #14 x 3/4" SMS W/ NEOPRENE FACED WASHER @ 12" O.C. #14 x 3/4" SMS W/ #14 SMS x 3/4" W/ NEOPRENE FACED FLASHING #14 x 3/4" SMS W/ ALONG LENGTH OF ALL NEOPRENE FACED WASHER @ 4" O.C. WASHER @ 12" O.C. NEOPRENE FACED END / CROSS BEAMS ALONG LENGTH WASHER @ 4" O.C. 3" RISER OF ALL BEAMS PANEL I I U) _ Lu 3" RISER • EXISTING'' W U Z PANEL ® 2" 5" Q 0 W ® SMB 2" x 8" SMB • Z Q � U I I� I W X �m~WN 2"x5"SMB I 11/2"x21/8"x11/2"x5"x0.125" °I Lo % Z LU f_ 0) I ALUM RECEIVING CHANNEL W/ (4) • O M 3" x 3" x P OST I #14 x 3/4" SMS EACH SIDE OF I _ O BEAM & (3) 3/8" DIA. THRU BOLTS d N LL INTO POST 1 1/2' x 21/8" x 1 1/2" x 0.125" I DRAWN BY ALUM RECEIVING CHANNEL TP W! (7) #12 x 3/4" SMS EACH SIDE OF BEAM & (4) 3/8" DIA. DATE DRAWN THRU BOLTS INTO THE POST 2" x 5" SMB 11 /16/21 3" x 3" x o.125" POST REVISION 0 - S-1 RHINO PANEL TO CORNER POST CONNECTION S'2 RHINO PANEL TO POST CONNECTION 4TH WALL DETAIL © - A-2 SCALE: NTS A_2 SCALE: NTS 4 - SHEET NO: A-2 O O •2 o Lu co Lj w p.% Z 1 1 /2" x 21 /8" x 1 1/2" x 0.0125" 1 1/2" x 21 /8" x 1 1/2" x 0.125" 1 1 /2 x 21/8" x 1 112" z 0.125" i ••� Q Q •� BEAM DEPTH CHANNEL W! BEAM DEPTH CHANNEL W/ BEAM DEPTH CHANNEL W/ •' 4 #14 x 3/4" SMS INTO () (4) #14 x 3/4" SMS INTO (4) #14 x 3/4" SMS INTO if, Q �ij; ••'•'••••••' •' !:V BEAM EACH SIDE& (4) #14 x 3/4" SMS INTO BEAM EACH SIDE& #14 3/4" SMS BEAM EACH SIDE& `� Q Q, ��� END BEAM (4) x INTO END BEAM 4"SMS INTO END BEAM III/I/IIIITII/11H11 2" x 5" SMB 2" x 5" SMB 2" x 5" SMB W W W C. e a a Z M o ° ° tD w 2 J /Y Q Q 2"x5"SMB Z Z O END BEAM 42" N z N < W V1 W 2 V x 8" SMB J ILL. 0 0 CROSS BEAM a 5 4 Z z S-3 INTERMEDIATE BEAM TO END BEAM ATTACHMENT S-4 INTERMEDIATE /�-3 /'1 BEAM TO CROSS BEAM ATTACHMENT SCALE: NTS z Z A-3 SCALE: NTS = �Z// QLi tlLL Lu Wamm W a cr z OZ vbj m J Lu o LL #14 x 3/4" SMS W/ #14 x 3/4" SMS W/ NEOPRENE FACED WASHER @ 12" O.C. o LL #14 x 3/4" SMS W! NEOPRENE FACED WASHER @ 4" O.C. 3" RISER NEOPRENE FACED ALONG LENGTH OF ALL PANEL NEOPRENE FACED #14 x 3/4" SMS W! NEOPRENE 3" RISER END / CROSS BEAMS WASHER @ 4" O.C. WASHER @ 4" O.C. FLASHING FACED WASHER @ 12" O.C. PANEL ALONG LENGTH OF ALL :-\ 3" RISER END / CROSS BEAMS 2" x SMB PANEL EDGE BEAM - --- --- H fn 12' OER VHANG cii wq m a =.LL- O I I — — — — 12 I I W o c — — — — Q fn u1 2" x 5"SMB 2" x 5"SMB ® m o I I o o e - I I END BEAM e I ® END BEAM / � z¢o 2" x SMB . I Q � of W EDGE BEAM \ \ I I J of 0 W 0 1 1/2" x 2 1/8" x 1 1/2" x \ \ I I = F- W m 0.062" x 3" LONG ALUM \ \ W � 2"x5"SMB I 1 1/2" x 2 1 /8" x 11/2" x 0. 125" \ I \ I / / RECEIVING CHANNEL W/(3) \ \ I I F_ v — Z 0 Z T ALUM RECEIVING CHANNEL EACH wl (4) #1 H W/ 4 #12 x 3/4" SMS EACH 2" 12" #12 x 3/4" SMS EA. FACE & (3) #12 x 3/4" INTO BEAM \ \ 12 I BEAM & 3) x 3" x 0.045" \ \ / 2" x 3' x 0.045" 2" x 3' x \ \ 3" x 3" x 0.125" d N LJL 3" x 3" x I THRU BOLTS INTO THE POST KNEE BRACE \ I I / KNEE BRACE KNEE BRACE RACE \ � I I POST DRAWN BY POST POST I \ m i ® / \ ° I TP I \ m e / \ DATE DRAWN 1 1/2" x 21/8" x 1 1/2" x 1 1/2" x 21/8" x 1 1/2" x 1 1/2" x 21/8" x 1 1/2" x I 0.062" x 3" LONG ALUM j 0.062" x 3" LONG ALUM 0.062" x 3" LONG ALUM I 11 /16/21 RECEIVING CHANNEL W! (3) I I RECEIVING CHANNEL W/ (3) RECEIVING CHANNEL W! (3) REVISION #12 x 3/4" SMS EA. FACE & #12 x 314" SMS EA. FACE & #12 x 3/4" SMS EA. FACE & I I (3) #12 x 3/4" INTO POST (3) #12 x 3/4" INTO POST (3) #12 x 3/4" INTO POST 3" x 3" x 0.125" _ POST S-rJ RHINO PANEL TO RIDGE BEAM CONNECTION -6 KNEE BRACE CONNECTION DETAIL S-7 KNEE BRACE CONNECTION DETAIL 4 SHEET NO: A-� SCALE: NTS A_3 SCALE: NTS /�-� SCALE: NTS F1 A-3-