2706 21ST ST 2021 Plans 2025-09-16

6"Minimum ground Wugoe clearance vinyl Deck covering on Deck and 12"up wall JE Z Minimum of 7-11 7'Reber well E.4i � • �--� NOT /4"T&G Deck I tQ I1I1111-III •� B"°°ncwall —'°'"I"' r�r^�°� Enginee g NOTE:vinyl Deck covering on The Entire Deck and 1 1 —_-1 111 1 12"up wall,inside door jacks and under sill, 9 1/2"TJI o rs lQ y —III details upereedes Stairs are covered with welded corner everywhere, ,( 1=1 —I 1= etai % 10 1/2' -11 1/211 as per mfg. Installation Instructions. N 000 5THD14 Holdowns on end of all minimum oft-1l2"Reber In Foe 2 x 4 sh rwall 1 2-13/4 ML or 3 x q 1/2 Glulam shear plane See A-4.5/8" N Q 1$x123/4"Mlnus6ravel E7 xisting w - straps ors& an orb It 4' .G. b°.a°�n°'.11.footin straps "w ext to footing, 4'perforated pipe Footing Drain NOTE:Stairs shall have equ s - � W Riser shall be 0 1/2-8 1/2") a treads expanded to existinglu Conc.wall w/height 2x PT s ded TY12ICoAL FOUNDATION 1) 1-1Door sill Tread 2" Lower than Do w/ duck board B 0 Post Base w/5/8 anchour bolt or 5 \ Go . a a ded to vide t / — Details are not to scale 3" PVC Drain Gonfected to Gutter Drain wring Exlsting F undation hou on it #4 re bar"L"Braces every 2', TYPICAL STAIRS IN DECK w/ DRAIN DETAIL as to 4 continuous#4 rebar, ef,`I as shown Column Base as FLOOR SPAN TABLES AND MATERIAL WEIGH / -�- shown O -x oting ti L/480 Live Load Deflection Material Weights �+G Depth Ilia 4DPSF Lira Leadl1OPSF Dead Lul 40 PSI LireLoad720PSF Dead Load OncludeTJl'a weights in dead load TYPICAL NEIN FOUNDATION NEXT TO EXISTING Foundation w 12 d.c. 16 oc 192 o.c. 24 o.e. 12 o.c. 16 o.c- 192'e.c 24 os. calculations-see Design Properties table • 111 L5'-11" 15 6 14 7' 13 7' 18'11` E 14-3' _12-9- on page 3 for joist weights) I14' 211 17'-9' 16 3__- 154__ 14 3' _ 17 T 15-4' li_0' _ 230 18'-3' 16 B' 15 9 14 B' 18-3' 11 r.' 15 9' 14 8' Floor Panels l` y 1)1 20`-2' fill 17-49'ro 15 20-2' 1 fi' 16 Pal 14-4Yr) 211 21 1' 19'-3' W-2' I8'-li` 21'-1' 19'-3' 17'-B' um-W-0- Sauthern Pine A 11?h` 23D 21-8'___ 19 [D'_ 16 B' 17_5 21 B' 19 1D' 16'-7' 16'-7191 W plywood.......................1.7 psf 360 22 11' 20 t1' 19 81 18-4' 2241' 20-11, 19'-8' 1.7'40'iP 'A'plywood.......................2.Dpsi 6'-0" maximum spacingN 560 264' 23-g- 22-4- 20'-9• 26'-1• 2f4_'� &4' 21'-Vi 4x4 post, typical 2x2 picket, typical 44 III &-1D' 2D'-11' 19'-2' 17-2^'r- _22"' 19'-2' 17'-111 IF-DIM �'plyrrood......................2.Spsf 2x6 or 5/4 board 211 23'41' 21'-LO' 20'-B' IB'-IVU 23'41' 21%1' 19',j•1U IE-Tar 1W plywood......................3.9 pst 14• 230 24'-B' 22'-6' 21'-2' 19'-9141 24'-B' 22'-2' 20'3'lsl W-6'rU yy0S8 _........................I.Bpsf DO NOT NOTCH rail cap N 310 _ 261_D. 23r_B• 211-4• _ 20'_9•rn 26`-D` 23'-B' 22'4•411 17'40Y0 5fi0 29'-6' 26'-I D' 251-4' 23'-6' 29'•8• 36'-t0' 25'-4�r _ 20'-1!'su s�'DSB..........................2 2 psf 211 _ 26'-6' 2A'-3- 22'-6'01 19'_114n1 26'-0• 22'_6-al 20'_7KU IV_prn #'OSB..........................2.7 psf T6' 360 27 9 24 10 23 6` 21 1 01 2r 3" 6' 9 21 8w1 17'-6"'U WjOd0%.. .Re-.. ........4.1 psf 360 28 9 26 3+ 248^IU 2] 5'ar te'-!" 26-3"r' 22-4'11 17_ID'U 1'>la'DS6.........................4.I sf 560 L/360 Live Load Deflection (hllinirnu.r criteria per Code`I 4aprrxrass 0, E 40 PSI Lire Load 110192'PSI Dead Loa) 40 PSI Live Lead 120 PSI Dead Load RuUfiDg - ¢ o Depth Tite 72' a.e. 24'o e_ 12'me- It'o.e. 192'o.e_ Asphalt shingles.. ................2.5 psi 3 o.c. 1 i'ac. 24'o.c_ " n E Wood shingles.....................2.0psi -� 2x4 to and bottom; 9S4, 21B 19 B' ___ 16 0'__ 17'-0' 15'-4' 19'-B' 17-2'_` 15'-B' 14'-0- Clay tile....................9-0to14.0psi minimum p v > � 230 20 3' 16 6- 17-5' 16-2' 29'-3" 18-1" 16'-6' 14-9' Skate RA:`thick)... ...... ........15.0psf attach to guard post with r 111 22 3 19 4 11 B 15 9"'r� 20'-5' 17-8' 16 I'm 14-41t 211 23 4 21-2 19 A_ 17 3'1'- 72'.4' 13-4' lT-r 15 §kf Roller latt lnsulatko(l'11iek►: �l 1Rh' 230 2/-0' 21-11' 20-5' 18-3 2!'-r 20-5' 18-7' 16'-7'ur Rockwocr.........................0.2ps1 (2)6d common nails or A ----- - — a 300 25'-4' 23`-2' 21'-10' 20 rl, 23'-4' 23'-Y 21 Iro 17'-!0"!U Glass woet........................0.1psi 1 (2}#8 wood screws on Z " SIO 28'-10 3'' 26'- 24'-9' 23 2�=D' rB" � ',!'',?' Al 20'-11�U 44 t� p 111 1 24'4' 21'-0' 19-2' 17.2Y1', 22'-2' 19-2' 17'-6+r 151-ri) floor Finishes Ttl 26`-6-6' 23'-I' 21'-1' LB'-10'rU 21'-4' - 2!'-.1-`I9'.2'tu 16'-7'ar Hardwood(nominal 1'1..............4.D psi inside face 14' 230 _ 2T-3' _ 24'4' 22`-2' 19'-IO"'U 13',!' 22'-2' 20'3'm l7'-6�u ......0.5 psi © O X Sheet amyl.................. P C C o 360 28'-9' 26'-3' 24'-9"(U _ 21'-Yul 2•'da 8fl'-T"1''� 22'-49n 17-1pxU 510 32'-S' 29`-9' 28'-D' 25'-2''" 32,1` 29'-r 28',rv' 20'-Il"T' Carpet and pad....................1.D psi 211 28'-S' 24'-B' 22'-6'u! 19'41M" 21l 22'-g•lu Y0'_7YU 16'-Tm id'ceramic or quarry 1<le......._....1Q.Q psf Q O N 230 30',t" 26'-01 23'-9' 21'-1'hl YT-S' 23'-9' 2t'-8'1` - 17'-6" \ \@7 U Concrete: 310 31'-i0' 29 0' 26'-IDsU 2!'-5'UF J1=li' AV'W? 22 4'+n II'_!p^U Regueril)............ .........12.0 psf 51D 36'-1" 32 11'--31_U•l - 25-2"'Io J6'•l" ?I'�'re 26'-3�'1 30'-llkU a 7/(i/2022 Lgiltwelghtfl'}...-..--..-„-8.0to-1Q.Qpst (2)1l2 diameter attach pickets at top and bottom III Web stiffeners are required at intermediate supports of continuous-span joists when the inlermediale bEanng length is leas than openings shall not allow 5%'and the span on ether side ul the intermediate bearing is greater than the Wowing spans: Gypsum concrete 0V)...............6.5 psi thru—bolts and q with (1)#8 wood screw or (2)8d a , 41 PSI Live load 111PSlpeadlead 11111 Live load 111PSF lead load ceilings the passage of a 4 TJIf 12'e.e, I 16"oxc 19.2`o.c. 1 24-a.c. 12"o.c. 16'D.c. 19.2'ax. 24"a.c. Acousticalfihertile.................1.0psi washers post-frame ring shank nails with 1/4° ' 0' 1 tD Not Req. 15'4' Not Req. 161-0' 12'-9-- W gypsum board...................2.2 psi diameter 210 21 b_i.__ 17'-0' 2PAV 1 -99_ 14'-2`_ 0.135re nominal diameter U.O.N. 230 Not Rea. Not Req. __.Not Req- I 19'-2" Not Req. Not Reg. 19'41' 15'-1i' 'h•gypsum board..................2.8 psi 360 24'-5' ; 19'-6'_- 24'-5' 20'-4' - 16'-3- Plaster i1`thick)...................&a psf 7!1 -. _. .., .- - ._..---- .�...—_--_. -----_-- 561 29'-10' 23'-10' 29'-10' 24'-10" !9'-!0' •Lon g-term dellechan under dead laad.which includes the eNectol creep.has nA been considemd.Bdarifallo spans relied indlal Typical Deck Railing Detail (n.t.s.) d load deflection A—"I