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HomeMy WebLinkAboutENGINEERING WIND SPEED & EXPOSURECONTRACTOR: 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 ADM1 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 Hgh 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: VULT = 150 MPH, Nominal Design Wind Speed: VASD = 116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Patio Cover / Screen Room: Non -Habitable. Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof \4aterial: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, spalling, at - other deterioration. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 71h 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. Screen material shall be 18/14 screen unless approved by Florida Aluminum Engineering, Inc. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASThI B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 5. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 6. 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. 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,- ASTIVt C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 10/0 - ASTTvI 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 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. 8. All flashing and weatherproofing shall be provided by the contractor. 9. Door location shall be determined by contractor in the field. 10. 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. b b ' 3X3Xo.090 POST m-7 A-4 3XJX0.090 POS 8'-6• 3X3X0.090 POST 1X3 o (TYP) 2X30RT i° (n 3X3X0.090 POST I 3X3X0.090 .� POST o &A2 2XDJ � 2XDJ 3X3X0.090 POST 8'-6• c_o A-3 A-3 A-4 ._0. 7-0• 7-0' 7-0• 8-0• 6-0• 6-0•�6-0• 7-0•�7-0•�1• r 2X3X0.045 X5S 2MB END BEAM 4TH WALL 2X6SM8 CROSS AM 2X5SMB 4TH WALL 2X6SM8 CROSS BEAM 2X3X0.045 END BEAM 2X8 � i a 4TH WALL y - 2X6SMB �n oEND I 2X3X0.045X12 BEAM 3•PoSER•PANO A_4 CROSS BEAM A-4 2X3X0.045 END BEAM o 2X5SMBJ INT BE N 2X5SMB 1 A-3 A-3 EDGE BEAM 2X3X0.045 `EDGE BEAM A-3 2X5SMB EDGE BEAM / 21'-0• 24'-0• 14'-0• 59•-0• �7-0•-�F-7._D.-I-_7_0�6_0.-k-_6_0.-'-6_0.-��6_o�i_o.-4- 7_o. 21'-0• 24'-0• 14'-0• LL •� O i w to * UJ c i�• Z .•�� 3X3X0.090- POST n rn b b 30X0.090 POST 8'-6• K 10'-0• 3X3XO.090 POST1 2X3GIRT (NP) 3X3X0.o90-/ POST. 1X3 = LLI W W C. Z L7 Z Lu w Z J Q Q Z O N LL 0 O O c _ CL o C G .0 N Z Z Z C 5 (D�^ ti G ����q w u 5 Z � Q w W wnQ. �wro a z ._._ Z~� z OIzll ' V o &i 0- w0 � Z Q �> W D 0 m� W WJa-to 0Z(5ofm tZ o,O-LL DRAWN BY TP DATE DRAWN 11 /16/21 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DEVIENSIONS HOLLOW SECTIONS �j% /// `%� ,�'� '• ..,, • 'o® 2x2: 2' x2x0.046" m®®� •. •� ,• �i� 2x3: 2"x3"x0.050" oo '•� • •' 2x4: 2"x4"x0.050" m •c92m® LL 6 ��m 2x5: 2"x5"x0.050" Q �• O o o, Z CD m OPEN BACK SECTIONS o a : U LLJ * ~ O 'Z 1x2: 1"x2"x0.040" Q ` o 1x3: 1"x3"x0.045" z ®o®®s/'�Qy SNAP SECTIONS ' • I •••'° . • O�<liQ000© °'�• 2x2Snap: 2"x2"x0.045" •I /,'���,®off • • x 0.09U' 2 x 4 Snap: 2" x 4" x 0.045" I I 3" x 3" x 0.090" I POST POST I SELF MATING (SNUB) (2) 3/8" DIA. CONCRETE 2 x 4 SMB: 2" x 4" x 0.044"x 0.100" SCREW ANCHORS 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" (3" CONC. EMBED) i I I L Lj 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" (2) 3/8" DIA CONCRETE 2x7SMB: 2"x7"x0.05T'x0.120" SCREW ANCHORS (3" CONC. EMBED) _ g 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" 1" x W OB W/ 1/4" CONCRETE INTERNAUEXTERNAL INTERNAUEXTERNAL I I 3" x 3" x 1/8" EXTRUDED Z uj Lo 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" SCREW ANCHOR 6" I 3" x 3" x 1/8" EXTRUDED POST BASE Wl (2) 3/8" I I•LI Z � 2 x 10 SIviB: 2" x 10" x 0.092" x 0.398" FROM UPRIGHT & @ POST BASE W/ (2) 3/8" DIA. THRU BOLTS J = 24" O.C. (MIN. 3" EMBED.) DIA. THRU BOLTS < Q Z MINIMUM FASTENER EDGE DISTANCE:1/2" I z O CL N MINIMUM FASTENER SPACING: 3/4" - - - - ` - _ N U1 Q W CONCRETE SCREW ANCHOR: s n W U J SIMPSON TITEN HD OR EQUIVALENTQ ' ILL SHEET METAL SCREWS (SMS): a : o c 2 ITW / BUILDEX OR EQUIVALENT 41. 0 v + n � � C C z B-1 5Ug Z N B 3" x 3" POST TO CONCRETE CONNECTION DETAIL 3" x 3" POST TO CONCRETE CONNECTION DETAIL W ? — g SCALE: NTS 2 SCALE:NTS 4-2 Q W ¢ . w Q W z .0co m 1/8" x 2" x 2" EXTRUDED O Z$ m ANGLE 5052 H-32 ALLOY J Lu c W/ (4) #14 x 314" SMS cc O INTO DJ 6a a CCNC LANCR V .4BEDMENT SLAB! FOOTING � ° a ' . . SEE PLAN e + I I e u +. .'. CHAIR RAIL MEMBER I N d N I I 0 W� _____ SIDE VIEW I I Q O --- —I I ---- - p� I IF Q`��� (1) 3/8" DIA. CONCRETE I 1"x 1" x 1/8" ANGLE W/ I I Of V m LL W SCREW ANCHORS / FRIGHT (21/4" CONC. EMBED) I / PRE -HUNG (2) #14 x 5/8" EACH FLANGE EACH SIDE OF UPRIGHT I I W W J a t� i Z Q 0) DOOR JAMB I I POST x 0.OW' Z o O J G. 1- ILL. lL DRAWN BY a TP 1"x 3" BASE PLATE ° . ANCHORED TO CONC W/ 1/4" CONCRETE SCREW ANCHOR p., ° DATE DRAWN 11/16/21 °:. (MIN. 1 1/4" EMBED) ° a REVISION 6" MAX EACH SIDE OF POST AND 24" O.C. MAX 6" : e' �• Q _ C CHAIR RAIL TO POST CONNECTION DETAIL _ FRONT VIEW A-2 SCALE: NTS - A - DJ-1 UPRIGHT TO CONCRETE PRE -HUNG SHEET NO: ,4-2 DOOR LOCATION DETAIL SCALE: NTS A 2 #14 SMS x 1" W/ CO.C. \`,,`,,�IIIII //1 NEOPRENE FAC D/ WAOSHER @ 12PRENE \\\x(•` ' ••.,��� 3" RISER WASHER @ 4" O.C. ALONG LENGTH\� �\ED �/ •' �• • /�jr/I/ •4.• PANEL OF ALL END BEAMS .Q.:4Z7 •.4c, Q • �N :� FLASHING % O f— v; O � (n ° 2" x 6„ ° G'. BY OTHERS I ••� Z .: ���Gj`� 2" x 3" x 0.045" TOP RAIL - CROSS BEAM #14 x 3/4" SMS W/ ///////'� ••••• •• IRE UNLESS SPLICED OR-'lx° G FACED 3" RISER Q�O\\\\\\ _- CORNERNO I ATTLE ACH w/ (4) II ° WASHER @ 4NEOPRENE 0. PANEL //I111�111111111 * #10x4 LGI� 1/2"x21/8"x11/2"x1/8"x3" \:� x 3" PB" LONG ALUM RECEIVING I W UPRIGHT l CHANNEL W/ (5) #14 x 3/4" I W W I INTO THE UPRIGHT AND �, d Z (5) #14 x 3/4" SMS INTO EACH / SIDE OF BEAM 3" RISER #14 x 3/4" SMS W/ O PANEL NEOPRENE FACED WASHER @ 4" O.C. EXISTING' I Z l0 RT 2" x 3" x 0.045" T RAIL w/ (4) #10 x.74 �(3) 3/8" DIA. THRU BOLTS (3) 3/8" DIA. jBUILDING /� J 3t Q Q SMS INTO POST THRU BOLTS j I Z Z 2"x2"x3"LG _- 2"x2"x3' LG 2'x5"SMB / r {n Z x 1/8" ANGLE x 1/8" ANGLE (/� Ljj _ 2" x 5" SMB 3" x 3" x 0.090" 3" x 3" x 0.090" POST i i W G V ILL. OC -� O = (4) #10 x 3/4" (4) #10 x 3/4' POST SMS INTO SMS INTo �- SCREW BOSSES SCREW BOSSES (2) INTO TOP RAIL (2) INTO TOP RAIL (2) INTO POST (2) INTO POST U m CONNECTION AT CORNER CONNECTION AT SPLICE S-2 RISER PANEL TO POST (a 4TH WALL DETAIL zN d RISER PAN ROOF TO POST CONNECTION SCALE: NTS Z — W S A_3 SCALE: NTS A-.'i ? (D N N U X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHT q Z A_3 SCALE: NTS J Q G W wamm Q W z g --- 0 Z aaJ W z oz$ m .i W o LL. cr 9 #14 x 3/4" SMS W/ #14 x 3/4" SMS W/ FLASHING NEOPRENE FACED #14 SMS x 3/4" W/ NEOPRENE FACED BY #14 SMS x 3/4" W/ WASHER @ 4" O.C. 3" RISER NEOPRENE FACED WASHER @ 4" O.C. OTHERS NEOPRENE FACED PANEL WASHER @ 12" O.C. #14 x 3/4" SMS W/ WASHER @ 12" O.C. ALONG LENGTH 3" RISER NEOPRENE FACED 3" RISER ALONG LENGTH OF ALL END BEAMS PANEL WASHER @ 4" O.C. PANEL OF ALL END BEAMS 2" x 3" TOP RAIL I 4" SMS INTO POST _ N 0 C%i llI II ° 2"x2"x3"LG x 1/8 ANGLE W � x 0.045" ° EXISTING I END BEAM o BUILDING; ° 2' x 3" x 0 045" I ° END BEAM ° F�(4) #10 x 3/ 4" SMS INTO Z - LU % W Q =/ _� _ _ __ __ _. i I THRU BOLTS TOTAL) ° .- - _ ° SCREW BOSSES AIL ~ = p of W W J d Lo 1 1/2" x 2 1/8" xl 1/2" x 0.062" 1 I ALUM RECEIVING CHANNEL I W/ EACH (3 " " 1 1/8" x 2 1/8" x 1 1/2" x 0.062" x 3" LONG J (2) INTO POST O Z O of (3) #12 x 3/4" SMS I SIDE OF BEAM & (2) 3/8" DIA. 2x 5SMB ALUM RECEIVING CHANNEL W/ (3) #14 x 3/4" SMS EACH SIDE OF 2" x 5" SMB � d 6- O LL THRU BOLTS INTO THE POST BEAM & (2) 3/8" DIA. THRU BOLTS 1 1/8" x 2" x 1 1/8" x 5" x 0.125" DRAWN BY 3/8" DIA. THRU BOLT i 2" x 5" SMB i 3" x 3" x 0.090" POST INTO POST I I ALUM RECEIVING CHANNEL W/ (4) #14 x 3/4" SMS INTO EACH SIDE OF BEAM & (4) #14 x 1" SMS INTO CORNER POST TP DATE DRAWN _ - 11 /16/21 REVISION POST 1 - S-3 ISER PANEL TO CORNER POST 4TH WALL DETAILILL S-4 Al SCALE: NTS A_3 RISER PANEL TO CORNER POST CONNECTION S-5 RISER PANEL ROOF TO POST CONNECTION A-3 SCALE: NTS 4 " /1-3 SCALE: NTS SHEET NO: /`1 A-3 `,``,,,1111i111111III/IIII M I!" 6 #14 x 3/4" SMS W/ NEOPRENE #14 x 3/4" SMS W/ �� Q O z 3" RISER PANEL #14 x 3/4" SMS W/ FACED WASHER @ 12" O.C. 3" RISER ALONG LENGTH OF ALL PANEL NEOPRENE FACED WASHER @ 4" O.C. Z. . w W (o W * Q NEOPRENEFACED END CROSS BEAMS 2" x SMB WASHER 4" O.C. WASHER i (n ; i • 6. •• Z EDGE BEAM 0 \\ ''','' 7r-11 12" 12" , ,��IIIIII*111111`,,,,i 12" MAX --] OVERHANG e o i 2" x 3" x 0,045" ° ° ° w LL END BEAM W a Q 12" W 12" � I 2" x 3" x 0.045"` . 3" x 3" x 0.090" Q Q 2" x 3" x 0.045" KNEE BRACE POST Z ZO KNEE BRACE ° O. Lf) tn Z Q ED 11/2"x21/8"x11/2"x J 1 1/2" x 2 1/8" x 1 1/2" x 0.062" x 3" LONG ALUM LW Q 0.062' x 3" LONG ALUM RECEIVING CHANNEL W/ (3) 0 _ RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EA. FACE & CL ~ #12 x 3/4" SMS EA. FACE & (3) #12 x 3/4" INTO POST (3) #12 x 3/4" INTO POST \i o i 3" x 3" x 0.090" N POST Z z S'6 S-7 KNEE BRACE CONNECTION DETAIL Z t m z KNEE BRACE CONNECTION DETAIL SCALE: NTS A-4 (j v� o u A -A •t SCALE NTS IL m } Q LLI wdas w LI Q �yy� ' ~ Z F < O M OZO m J LLJ o LL o LL #14 SMS x 3/4" W/ #14 x 3/4" SMS W/ NEOPRENE FACED NEOPRENE FACED FLASHING #14 SMS x 3/4" W/ NEOPRENE FACED #14 x 3/4" SMS W/ 1 1/2" x 2 1/8" x 1 1/2" x 0.125" 1 1/2" x 2 1/8" x 1 1/2" x 0.125" WASHER @ 12" O.C. WASHER @ 4" O.C. WASHER @ 12" O.C. NEOPRENE FACED BEAM DEPTH CHANNEL W/ BEAM DEPTH CHANNEL W/ ALONG LENGTH 3" RISER ALONG LENGTH WASHER @ 4" O.C. (4) #14 x 3/4" SMS INTO (4) #14 x 3/4" SMS INTO OF ALL END BEAMS PANEL OF ALL END BEAMS BEAM EACH SIDE& (4) #14 x 3/4" SMS INTO BEAM EACH SIDE& (4) #14 x 3/4" SMS INTO j 3" RISER PANEL CARRIER BEAM CARRIER BEAM �/ j � N 0- Lu 0 ® ° o w 2" 5" SMB 2" x 5" SMB EXISTING �I ° W Q J U x ® ® ° 2" x 6" SMB € � BUILDING/ 1 2" x 3" TOP RAIL - NO ANGLE REQUIRED UNLESS 2" x 5" SMB ® INTERIOR BEAM � m 0 • ° ® CROSSBEAM / SPLICED OR CORNER - W N LL / " ° — Lu W J 0_ N ATTACH w/ (4) #10 x 4LG �I 0z}Oocm II 11/2"x21/8"x11/2"x0.125"x BEAM DEPTH CHANNEL W! � SODJ � r ILL LL DRAWN BY TP 2" x 6" SMB CROSS BEAM ,i i' 1 1/2" x 2 1/8" x1 1/2 x 6" x 0.125" , 3" x 3" x 0.09D" UPRIGHT (4) #14 x 3/4" SMS INTO I BEAM EACH SIDE & ALUM RECEIVING CHANNEL 2" x 5" SMB (4) #14 x 3/4" SMS INTO W/ (5) #12 x 3/4" SMS EACH / I UPRIGHT DATE DRAWN SIDE OF BEAM & (3) 3/8" DIA. THRU BOLTS INTO THE POST / 3" x 3" POST �� 6I21 REVISION 1 - S-' S-9 ISER PANEL TO POST 4TH WALL DETAIL S-� O 2 X 3 TOP RAIL CONNECTION TO SIDE WALL 3 X 3 UPRIGHT SCALE: NTS 4 " INT BEAM TO CROSS BEAM ATTACHMENT SCALE: NTS A-4 A-4 SCALE: NTS A_ A �t SHEET N0: A-4