5405 S 3RD AVE 2020-05-21 - Laserfiche WebLink

I • „ �� ` -� ii .>e S. Recommended construction details for_APA porta frame ?�cing without hId-do :s (For use details see Table 2) r a WALL BRACING PANEL SCHEDULE " i EXTENT OF HEADER , c A. lywoed/OSB 6d nail^o"o.c.(edges) A 13/8"x 4'x 8' ( 12"o.c.(neld) ' 1 B.IGWB-1/2"x S x 8' od coolerwallboard nails 1 • :_ 1 !(one face) 17"o.c.throughout • i i I l MI/I 3"X 11.2 vET i EADEP G I. i SHEATHING IG FILLS C.'G'v�/B-1/2 x 4'x 8' ISd cooler/wallboard nails . ' "I• - ' Ki % S IF-NEEDED (two faces) r o.c.throughout I I ',1:-4- '' I 0,'Structural Panel Siding !Corrosion resistant 6d 1 I n"'TO 12' 1 1 160 SINKER NAILS IN I 1 ^ '3i8"x 4'x 8' Inails at 6"o.c.(edges) 1 i1 i I 2 ROWS @ 3"O.C. l 12"o.c.(field) • I FASTEN TCI^PLATE TO H ADS WITH TWO ! 1. " l l ROWS OF 160 SINKER NAILS AT 3"O.C.TJP. E. One-story'alt.braced 'Nailing 8d at 6"o.c.(edges) • I' t i ..?000 L B HEADER STRAP panel 3/8"x 28"x 10' 112"c.c.,(field).Block all edges. : MIN.(2)Z-..4 i or less. "2"anchor bolts placed at (I • 1000 LB STRAP OPPOSLTC SHEATHING!INC ` \ • quaker points. i\ _ 11800#uoldowns at each end. • I FASTEN SHEATHING TO HEADER WITH 80 s. I l ! Two-story al braced Nailing Sc8d at 6"g:c.(edges) { •, -- COMMON OR GALVANIZED BOX:NAILS IN 3"GRID' -• -• - II 1 panel 3/8"x2'8"x 10' 12"o.c.(field).Block all edges. MAX. i' PA i i Ri i AS SHOWN AND 3"C.0 IN ALL u4 , 3/8"MIN.TH1CIKNESS WOOD or less. "3"anchor bolts placed at i '.•• 'I HEIGHT i. " !` S T RUCTUR L PANEL Plywood or CSB(two fifth points. FRAMING(STUDS,BLOCKING,AND SILLS)TYP. Y I' t i0' "' "' i� ja i' SHEATHING faces) 13000; Hoidowns at each end. I I i't WIDTH BASED ON 6:1 HEIGHT-TO-WIDTH RAT40: • •`� •v ! I FOR 120'HEIGHT,MIN.WIDTH=20", FOR 9c"' 1, ! ` - General Notes: I 111 i HEIGHT,MIN.WIDTH=1E",ETC. " •a II MIN.2x4 FRAMING T!P. # I I II•I .i f`'Y �F ! Braced wall panel sole plates shall be nailed to floor and I i/ h11N.(2)2x4 !�•I- 1 fop plates shall be anchored to iranirg above. I I I•i• /11. I ° Where foists are perpendicular to braced wall lines, I FORA PANEL SPLICE(1F NEEDED),PANEL EDGES SHALL BE I1" i I s I provide blocking under in line with braced wall panes. ! i t 111 •1• r'i" -i•i t FRAtviING FOR I BLOCKED,MD OCCUR WITHIN HIN 24"OF Iv1IGHEIGr;.ONE ROW 1! 1 I ! OF (?.S iE3T iING-t O-FRAMiPSG NAILING IS _`.U1,cED. I�_ i 360 NAIL @ 24 G•r^ J' WALL I Note: I I I Fane!s E and F ma be used onl at the lower fiocr of I, ,i .. /' BOARDY Y II •i• IF 2X4 BLOCKING IS USED,THE 2X4'S MUST BE NAILED I•; •r ' IN.O:C. •\ : / wo-story and on one siory buildings, l i.:. z ' r / (OPTIONAL` r II ! I TOGcT ER WIT- 3 i6D SINiCErZS I 1 . I i I These panels F/IJS7 be anchored direc',ly to a foundation. :r r" ,LUN. 'X3/16"PLATE`HASHER a ' 8D NAIL @ 6 IN OQ ^r ( ! 1 • • "i I i ANCHOR BOLT PER CODE I i i O.C.IN ALL 1 1 I I I I z , _ -I 1 I PANEL EDGES `; i 1 I f u s NOT PART OF c E l i POr.T .L,,:Av1� PORTAL HANE WALL -., I l i fA SEGMENT TYR. iI V SECTI'QN A-A I I v Z FRONT ELEVATION SDE ELEVATION CORNER FRAMING DETAIL ZI I I- • Table Portal frame equivalence to bracing in model Codes as determined by IJ a'_I J. 'Iv,"tested performance fiext:to garage doors '-'NZItOFaStory Ot o-e- First story of',nolo- su000ing light frame !Z V story I story roof and light roof • Q • I I coverings (3 osf)d Z . I APA . APA APA IBC IPC Portal Portal IRC Portal2 , p�, Code 3'08.9.3.1 I Frame 2308.9.3.1 Flame R602_10.5 Frame 1 i-o Section Design - PC Design- Continuous. Design- . I�v RC Not in It i Not in Sheathing Not in Z P602.10-o code' P602.10.6 code' code' i I 1._ Z Min. Width . 32 116 32 .24 24a 16a !Z Z (in.) I i 110 Q ;v 11-toia-DOWn, C 1 c i s Required , Yes Yes Yes Yes No No I I. Sheathed i 1 i 1 ? I' ; 1, 1 P^ a. Based on 96-in. height. b. Hold-down refers to end stud hold-down and not sill plate anchorage, see code or 10 alternate far details. • c. No hold-down device is required but a specified corner framing detail is required. I d. Structure must be fully sheathed with wood structural panels to use these segmen as bracing. - I e. Proposals to add these portal frame designs to the IBC and lRC are being considered . d'I i !III by the International Code Council. CITY OF E� RETT l I i v'e - { REVIEWED FOR PERMIT ; II/