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Chapter iBalconies ~ 3 - Screened Walls & r d Chapter 3 - Screened Walls & Balconies NOTE1: USE 3/$" 0 X 3" LONG LAG SCREWS INTO Q- j—KKICIPLATE) / WOOD.140ST AND 318" 0 X 2Y"' LONG CONCRETE n. SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (I" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 3/8' DTA CONCRETE ANCHOR SIi {' O.C.MIN.) 4" OF EACH PERPENDICULAR MEMBER / O. 0 a a HOST STRUCTURE ELEMENTS a 1"X2'OB 10 PERIMETER z FASTEN PER NOTE #1Lu g' FASTEN POST END PER DETAIL C1 OR a c COLUMN J FOUNDATION FASTENING FOP LOAD CONDITION 1� C2 ACCORDING TO LOAD CONDITION �. SPECIFIED IN POST TABLE (304).. E" LL 0 LOAD CONDITION #1 3 4 ADDITIONAL GIRTS SHALL BE ADDED TO+^ir MAINTAIN A MAXIMUM VERTICAL SPACING FOR HORIZONTALS OF 96" a c L _POSTS SIZES PER TABLE 22% 302 BY WIND ZONE ~ 7I) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTIOid S KICKPLATE RAIL (GIRT) - SELECT BY WIND ZONE FROM TABLE 302 F-' �s FOR WHEN SUPPORTING GUARDRAIL c Z POSTS SIZES PER TABLE o r 302 BY WIND ZONE z p �a KICKPLATE RAIL (GIRT) - SELECT E BY WIND ZONE FROM TABLE 302 SOLID IaCKPLATE (OPTIONAL) FASTEN POST END PER DETAIL C2 OR C2 c ACCORDING TO LOAD CONDITION SPECIFIED � IN POST TABLE (302) O 1X2 08 SOLE PLATE UNLESS NOTED F 31� OTHERWISE, FASTEN TO FLOOR OR O' O FOUNDATION W/ 1/4"0 FASTENERS 1" r M"f EMBEDMENT Q7 Z4" O.C. 1 O COLUMN FOR LOAD CONDITION #2) ca x P€R TABLE 302 - FASTEN SOLE TO POST USING 2 EACH #I0 SMS TYPICAL. SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF) FROM SOLE INTO INTERNAL SCREW SPLINES OF FOUNDATION OR BALCONY AAF GUIDE TO ALUMINUM CC NSTRUCTIQN IN HIGH WIND AREAS (2014 Edition) 2.0 Page 3 - 4 Chapter iBalconies ~ 3 - Screened Walls & r d 2X3 COLUMN. SHOWN, SIZE.. COLUMN PER TABLE 302SCREEN (OR Q- j—KKICIPLATE) / o Z"x2"X1/8" ANGLE EACH SIDE--\ 2 EACH #14 SMS EACH 3/8' DTA CONCRETE ANCHOR SIi {' O.C.MIN.) a W12 EMBEDMENT (MIN.) (TYPICAL) a a a � rauaal,rura z c COLUMN J FOUNDATION FASTENING FOP LOAD CONDITION 1� ® LOAD CONDITION #1 3 c L z tP� ~ 7I) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTIOid -. 3 2) CONNECTION CI APPLIES TO SCREEN WALLS ONLY SEE E2 y FOR WHEN SUPPORTING GUARDRAIL E Y F s 2X4 COLUMN SHOWN (MINIMUM SIZE .SCREEN o O COLUMN FOR LOAD CONDITION #2) x P€R TABLE 302 - FASTEN SOLE TO POST USING 2 EACH #I0 SMS FROM SOLE INTO INTERNAL SCREW SPLINES OF FASTEN POST TO CONCRETE WITH 2 X 2" X 1/8" POST (OR, FROM POST INTO SOLE PLATE); OR, c e r o THICK ANGLE BY 2" LONG W/ 2 EACH #12 SMs WITH 1" x 1" x Ij1s" ANGLE 2" LONG AND 2 INTO POST AND 1/4"O CONCRETE ANCHOR WJT EACH #B SMS INTO EACH MEMBER EMBEDMENT (MIN.)(TYPICAL EACH SIDE OF POST) o a a o w x a z COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION Z G LOAD CONDITION #2 _ Page - 5 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2<0 Chapter 3 - Screened Walls & Balconies o f , ¢® a e 1" X 1" X 1/16" ANGLES 2" LONG HWITH LEG 2_ 0$ X �^ LONG S.MS. AT EACH LEG � Tl"PICAL EACH SIDE, TOP & BOTTOM) z " REFER TO NDTE THIS SHEET SHEET $ / z / NOTE #1: USE 378 X 3" LONG LAG SCREWS INTO m g o WOOD HAST AND 318/8 " II X 2'/a" LONG CONCRETE � ----1 X 2 OB t$ PERIMETER SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION F rs as 6 3 (t" EMBEDMENT TYPICAL) SPACING 24'0.C. AND WITHIN W. r OF EACH PERPENDICULAR MEMBER. r Cr CD a CONNECTION WITH EKPQSED__. SAT m -� iv t6 c¢ ;mss c ----REFERTO NOTE #1- THIS SHEEP 2- #1O S.M,S. FROM INSIDE FACE OF --1 X 2 OB INTO SCREW SPLINES OF 1 X 203(1" EMBEDMENT MINIMUM.) RTO NOTE #1 -TH5 SHEET 2 OS @ PERIMETER ,FASTENERS OECTIONS Gfa IN HIGH WIND AREAS (2014 E#itlon) 2.0 Pepe 3 - g AAF GUIDE TO ALUMtNI Chapter 3 - Screened Walls & Balconies O o 2"%YX1/8°'AIiGLE fhiH W/ Z EACH #14.S.M S. NOTE #1; USE 3AB° 0 X 3" LONG LAG SCREWS INTO . -. WOOD HOST AND 3/8" HX 2'j<" LONG CONCRETE z a SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1". EMBEDMENT TYPICAL) SPACING 24' O:C, AND WITHIN SELECT COLUMN AND POST _ND FASTENING CONDITION PER ; 4 4` EAtT: PERPENDICULAR �. TABLE 302 BY WIND ZONE 5 O O POST END TO HOST FASTENING f �N (PARTIAL ELJ'VATT()N @ SCREEN FACE) 3 s NOTE: IN SCREEN WALLS WITHOUT PICKETS i4AY BE 1" $WARE (ISN# 5) GUARDRAILS. PICNEis NOT PRESENT. ALL. AT 4-718'(Ma)0.0 OR, VA"S4DAPE. °u MER 0MMUTES OF DETAILS APPLY (LW 13). AT 4-51W MAX) O -C, (SEE. FASTENING NOTE BB.OM c�.1 IIIA } SF1.1;CT COLUMN AND Pd END. e 4 a PAS 'ENING CDNDITIO 7?E"X 2"X 1/8"ANNIE cic i^SIDE z TA 302 BY WIND Zf31)�; � � /ZFACd #199By` Ii E SCREN11}xl„! 8EOIL N MEDMEWjFORR CONDITION . T) 3 I #T0 SPFS X PLATE v ' INTO SOLE. PLATE E 1 O % jl� Q. ).114 otA.`APPROYMP ¢7tdcR�2€ BI'R7-K7RS'f�T_^. 24 Q.C: AND W*IT iU: ' OF.CONNECRN� It9wBERa (Z" r�48E[jMENTTYPICAL) ., �. POST TO FOl1hi )ATION FASTENING I L (PARTIAL ELEVATION @ SCREEN FACE} 3 a P=V FNTMG: 010 Sm ey 1' fNXWKNT UTO PN= R'R . AMM' 2 EAC H€m fw _.•. 1'PIMET,2 FA0imtCujWPIC Er, AAF SUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2,0 I P� 10 J Cha Walls & Balconies- Exposure B Atiowable Suns for Posts in Screen Wails Wt Supjwrting Allowable Sperm For nets in Screen WORS Nat 5u ppOrting [MIMITIAL. OR COWAMCIAU For Screen Mesh: 18/34 May; 6WST5 f 60SITS Roofs; AND, Ralling/Guards (for Gots $tappnartirag for Wind Zones110mph Windoad Design Pressure: 8.8_ ( fl Table 3623 Ra36agJt2iardS use Pablo JOI) . Exposure Category B - post S actn Wad width 4'-D" Extrusion !:Section 4'- 0' 1 4'- S" '5' -.Q" 5-6. 6" 6' - a, 61-61 T - 0' T-6- 8' - 0". '2X2X.046''leiloiv.. T -W(1) T-0°(1) 6'.11"(1) 6,.5'C1)'- ,T.11"(1), S -B"(1) 3'-6"(1} 5'-3"(i) 1 {1) " 6-7"(1) 3X2X.050 Hollow ` T -9 -fl) 7',9"(t) 7`,2"(1) 6-7'.(1).. B` -1"(t, S' -4"(1j 5'-6-(l) 5'-4'(1) �6'-0"{1) 6-8"(1) 2X2X,046" Self -Mating Snap T-7"(1) 7'-7'(1) 7'-7"(1) - T-7`.(1) 7`-4"(1)' 6'-3"(1). .6'•4`(1} 5`-9"{1} --.UU.05M Hollow 9'-7"(1)- 9'-7"(1} 9'-7"(l} 9'-B"{t): 9'•3`(1) 8`-1S"(1) 6'-8"(1) 8'-6"{1). 8`-t"(1) ZXV,046'Self-Mating Snap 10'-5'(1) 10'-5"(1) 19-5"(1). 10'-4"(1) 10'-1"(1) `B' -9"f1} S` -7-(J) 9-4'(1) 2X4 Self -Mating. Beam --2X4X.050' Hollow 12'-7'(1) 1.2-7(1) .. 1Z -7-(I) 12`-1"('•) 11'-7'(1) ft' -1;C7) -10'-8"(i) 1Q'-4"(1) IU -W(1). 2X4X.050'-Seif-Matin Snap,13'-2'(1) 13'-3-(1) 12`-T{7}.. 13'-2°(1)...13'-2'(1)- 11'-7"(1). :13'-1'C1) 12'-9'(1) -12'•4'(1} 11'-11110) 111-71(7). 11'.2"(1) 2X4 Self -Mating 6earn 12'-10-(1) 12'•T{1} 11•_6"(t) 10'-11'{lk. 10`-6'(t) 10`-t"(1) 9'-91(1) 9-51(1) 16'-9"{T) 15'-11-{t) 2X5 Sell Mating Mani I6'-3°(1) 15 -3`Ct} 14`•6"(1)13-ib'f1) 13'-3'(2). 13'-3"(1) 'i2'-8 (1} 13'.3'C7) 2?' -4"(2} 2fi'-6"(2)....25`-9"(Z). 2X65eif-Mating13eam 18'- "{t) 17'-1-(1) 18'"3"{1)"i4' -10'C1). 14'•3"(1) 13',S"(1). 13'-3"(1) 12=1,0'(1) 2X7 Seif-Mating Beam 20'-7'(1) 19-4"(1) 18'-4"(t) . 17'-8"(1} 16'•9"{1} 16'-11(1) 1s'- 15'-0"(1) ZX$Self-ti9aU t9eam 28.•5."C2) 26'-9"C2) 28'-5"(21 z8' -3"E2) 27"-5`(2) 26'-8"{z) z6`-0"(2) ' 25-5"C2) use F The number In parenthesis de xnes toad condition for via 1s not supporting railing:for wails with ratting the dofauR is load condition z. Allowable Spans for Posts in Screen Walls fbt Saip1wrting liltoarrabfo spans for art$ ah Screen MM [RESIQEWIRL 09 C 4ERCIAL[ -.Far Screen Mesh, 18114 Alkrr 6005T5 /W61T&._.�-.::.. Roofs; AND,Table 30Z (Far GM Supporting Railing/Guards use Table 301) For Wind Zone T20 mph Exposure Category B Wtndload casion Pressure: 10:6 ( f) acro rtoad Width Extrusion.I Section 4'-D" 4'-6" ,"«,:Post$ S-0 5'"b" 6'-0" 6-6" 1 7'-9' T-6". 9-0" 2M.04B'Hollow 7`-0"(1).. 6 71"(1J S 9"(1) ,t. 6'-5"{1) 5"-11"(i} 5'-8"(1) 5'-5"(1) 5'•3"{1} 5'-7"{1) 3X23 050 Mflow T-9'(1) 1 6 (1)7 1 {1) " 6-7"(1) ff 7 (1) V-9"(1) �ZX3X05Q Hollow - 9' 7 (1} a 7 (1} 9'-3'(1) ;° 8'-1t"E1) 6-8"(1) $'-4'(7) 8'-0"(1) T-9"(1) 7'-6"(I) ZX4X05W1-10110w 127'(1) 122_{t}{i) 11-w(1) -10-11"(1) 16`-6"(t) 101"{7) 2X4X.05W Self -Mating Snap 13-2"(1) 13-2"{7} 12-8"{1} 12'-4"(1) -1T-10"{1} 11-4"(1) 10'-11"{1) 10'-7"(1) 10'-3'(1) 2X4 Self -Mating. Beam Tt'-9`(1) 11'-11q1) 1IY-6'(1) ... V-11'(1) 9'-7'(1) 9'-2"C11 B'-7Q"C1) 8`-7"{1i g•,3 (1) 2X8 Self -Mating barn 14'.9-(1) 13'-tT"(1) 13'-3-(1) 12`-T{7}.. T2" -1"{1j 11'-7"(1). 2X6 Self -Mating Beam. 16-7"(1) 15'-7'(1) 14'-10"(7) 14'-t"(1). 13'-6"{t) '12'-11 "Ct)- 12'-8"(1) 2X75atf-FAating Seam i8'-S'(i} 1T-6"(1) 16'-9"{T) 15'-11-{t) -15,-9•.(1} 14'•8"(2} 14'-E"f2) 43`-8"f2} 13'-3'(2). 2X8-Seif-Mai}. Beam 28'-5"(2) 29'•4'(2) 2?' -4"(2} 2fi'-6"(2)....25`-9"(Z). 95-1'{z) 24'-6"E2) 23'-9'{2} The number In parenthesis denotes toad condition for wa', AAF GUIDE TO a iv m f z: s not supporting raillng, For wails with railing tf1e. default is load condition 2 r�- x s:s O a7r ,TION IN HIGH WIND AREAS (2014 Edition) 21 a n the event 0t a conflict ii"i , s; (nose(sizesn0 an on the plans and the general rotes, the ntr80,01' MOt utilize the snore stringent member size reauirerrents. ALUMINUM SCREEN DESIGN EXTRUDED FASCIA IS ATTACHED TO 3" INSULATED ROOF WITH 910 1" 6„ 3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TARS WITH 910 2" 6" FROM ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6) 910 1" PER SIDE FROM ENDS 24" O.C. 3" ROOF IS A WITH (4) # 2X2 POST .046 OR GREA' to 36" 2 HINGE EACH DOOR IS SCREWED INTO UDED GUTTER IS ATTACHED 3ULATED ROOF WITH 910 1" 6" 1 ENDS 24" O.C. ACHED TO FRONT WALL / 4" PER PANEL 3X2 FRONT WALL TOP PLATE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL WITH 910 1" 6" FROM ENDS 24" O.0 KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. ALUMINUMSCREENDESIG ALUMINUMSCREENDESIG @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH 4 #10 1" PER CLI 1X2 IS ATTACHED TO FRONT WALL WITH 910 2" 6" FROM ENDS 24" O.C. CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) 910 3" OR, CAPRI CLIPPED WITH (4) #10 1" PER CLIP OR BLIND CLIPPED WITH (4) 910 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) 410 2" OR, CAPRI CLIPPED WITH (4) 410 1" PER CLIP & BLIND CLIPPED WITH (4) #10 1" PER CLIP " INSULATED ROOF IS ATTACHED TO ,LUMINUM STRUCTURE WITH #10 4" " FROM ENDS 24" O.C. SIDE WALL TOP PLATE 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X4 SIDE WALL UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO UPRIGHT W/ (2) #10 1" & INTO CONCRETE W/ 2-1/4" X 1/4" TAPCON 2X2 CHAIR RAIL 1X2 IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS (5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. COM DESIGN STATEMENT METAL IS .046 'THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY I. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS MIC%IAELI'I OWSUN 4401 VINELAND ROAD _ UITEA6 ORLANDO, FL 32811 9 47509 _ A930930 U.j IROM i t4o CAP PIPE, < LLJ Nf I 0 Z0o z asdb z! i ui z clq lo*zc (2 O- f z ni co 04 >- LLC) J o Oof o �- Z Z — U) UJ N V) 2 LLJ < U) LLJ O x —4U—c o 0 0 * C 6 3 (11311 0 0 .9'S L wnniv' 300.1 (Ioro)MAA g I NJVH Li �- c) ( C) W '), -, 0 \e 0 0> 1 LU > 0', n. �) 6 m — LLJ 0 Loui N Lo` CO 0 C:3 v(L)ro)> 6 ! / 0131J 6/ -e6 'j M"2q'zz.1'4S '�#OOT6 0- IF— CL k AA,tccfzzv-�0c. 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