Loading...
Plans (36) . 17--E 171_1-11 11406 _ 1// IP0N//000 L-OOP ih,'' Atit, ,„,,„,,, J,/,„,„,, 70'-3' iog iiiiriP — / Pg'IVWY 25'–9" 4VGONG __7, / .....,__ , --- / / / EX RES / I I 125' 125' / 1 I 4., DEcy/ IN , / **.i, 11111 ,. ..,„ ,.Ak 414# *' , 1041Vit 1 4 4.0 / ij.t4.4,,v,',A11§t., ottNp4k ,44 , oPsysigp,,,. A / 4,„4 ,....,. ,1411 / I / r--- 50'-1" vi ,114,4 "-'i -*N / 0/4' k'I* 4tA 4P, ori ta-0 e")= ' l: ="t3 o n ,.. '-'1 ›. • 0— – 0 #41114 It 40- / 4"i,PtAra,IP,,t'iP4 Ilk.e,V„ „ 2 t1IIi.0ll 44$ ,P ..,....., i‘ 1 IP N.......,L.....1 1........4 .-- .. ,. ., 93' x i TION w. wArEr UNE /I _SEWEk ,.. "";--- —ENTP0 ANCE © DrY WELL- S . L'WE'r LINE ..11.-: lrif;: ni MANHOLE COVEPED f5rocK PS PPOPO5E0 5EWEP ,... :0 mr - Will CATCH.DA5IN PW PrOP0.5EDWATEP ........... WOPI(FIATEPIAL IIETEV 1°m•1 PPOTECTION I I I I WOOD CUPO 'N11 SitinakarraaaSSC ! •1U•• •• rok-,AsE ----0 _SILT FENCE 511EET 1.0 E.516N ED; - ia Ilorie- Pe- icin. DArt--; on/t_. _, OF VI 5W PU001h1GrON 57:,POPILA1VD OP 91219 C/Ii_f„ 1,4 0,cy, 11406 5W IPONWOOD L-OOP 1 ( O. ) I -(495,(f AX)”719-48.2 ru_c NAtin IT_ TIG/11 O ' 7.2.2.., • Ledger Notes: Attached w/ (2) A x 4" RSS Lag Screws (ICBG # ER-5883) © 16" OC and (4) 12d Nails © 16" OC. If into conc. use i" x 4i" Exp. B ,- I Bolts © 32" OC A3.0W o e V Cie, 4 d Footing Schedule: o Q9 a A F-1 = 8"d F-2 = 12"x12" Ma i e F-3 = 16"x16", F-4 = 18x18 N�:-°; F-5 = 20"x20", F-6 = 24"x24" Depth = 18" 1 All post to footing connectioni w/PBS44A, USP ti 1 Post Schedule: P-1 = 4x4 P-2 = 4x6 0_ P-3 = 6x6 -m4- All Posts are PT #2 z- All post to beam connection - Q10 w/(2) AC4 or AC6 N oN Beam Schedule: N B-1 = 4x6, B-2 = 4x8, O B-3 = 4x10, B-4 = 4x12 B-5 = 6x8, B-6 = 6x10 0 8-7 = 6x12 All beams are PT C.) Joist Schedule: // A J-1 = 2x8, J-2 = 2x10, % ////////////////////////////////, i////////////// %//////////////////// ////////4_ J-3 = 2x12 Joists connected w/LU28 C) C1 K Brace: HOUSE AREA ' o c K = 2x6 w/(3) 12d galv nails " per joist attachment attached 1i to ledger w/(2) Lag Screws X Brace: X = 2x6 w/(2) 5/16x5 RSS o 0 Lags per attachment N Decking Material: FLOOR a 1X6 IPE (IRON WOOD) DECK FLOOR PLAN PLAN(s) W (0 Handrail as req'd, 36" hi 1/4"=1'-O" L °"'E 05/13/13 N SCALE PROJ.NO l/4'-V-.0' nilO DRU AWN CHECKED mem me H A1 . 0 ix 8 1 of 5 � Ledger Notes: Attached w/ (2) a x 4" RSS Lag Screws (ICBO # ER-5883) © 16" OC and (4) 12d Nails © 16" OC. If into conc. use i" x 4i" Exp. t; I Bolts © 32" OC W o Footing Schedule: 19,-o" fib A, a voila 4 Is F-1 = 8"d F-2 = 12"x12" / / .11,:2 Q F-3 = 16"x16", F-4 = 18"x18" a1 F-5 = 20"x20", F-6 = 24"x24" " ' Depth = 18" 2'-3" 7'-3" 7'-3" 2'-3" 7'-0" s All post to footing connection / / / / / / i w/PBS44A, USP m E i 9 Baa Post Schedule: - a s y A U a ai a P-1 = 4x4 �1 P-2 = 4x6 N• P-2 B-3 P--2 _ 8-3 , P-2 T2 a All Posts are PT #2 P-3 = 6x6 F-4 G — F-4 0z All post to beam connection XS/ei4GiA/U X 9440/40 w/(2) AC4 or AC6 \ Q A p N Beam Schedule: A4.0 c° N °a 2x8 joists B-1 = 4x6, B-2 = 4x8, O O ci\ oB-3 = 4x10, B-4 = 4x12 l B-5 = 6x8, B-6 = 6x10 16" oc J oo B-7 = 6x12 O All beams are PT --4 C.) OJoist 5cheduIe: ///////////////////////////////////�//// O J-1 = 2x8, J-2 = 2x10, J-3 = 2x 12 %/////////////////////////////////l i///// ////i %///////////�/f/////////////// _ Joists connected w/LU28 K Brace: HOUSE AREA o K = 2x6 w/(3) 12d galv nails I4 per joist attachment attached to ledger w/(2) Lag Screws ii X Brace: X = 2x6 w/(2) 5/16x5 RSS o Lags per attachment0 E Decking Material: FRAMING ol 1X6 IPE (IRON WOOD) DECK FLOOR PLANPLAN W co Handrail as req'd, 36" hi 1/4"=1'-0" DAA 05/13/13N SCALE PROD.NO 1/4'.1'—O' ml (2) DRAWN CHECKED mvm me 1-- A2 . 0 k5 2 of 5 28 Ledger Notes: Stcir 3etciI Attached w/ (2) 1 x 4" RSS Lag Screws (ICBO # ER-5883) © 16" OC and (4) 12d Nails �© 16" OC. Stair jacks © 16' o.c. cut from If into conc. use x 4i" Exp. 2x12 pressure treated1 Bolts © 32" OC hem/fir #2 W o 1 t Lia g Footing Schedule: .! E i~a ., „ ,i 2xrim or side joist o..Q a F-1 = 8"d F-2 = 12"x12" 2xjoist „� n rr' N c c $ o P. F-3 = 16"x16", F-4 = 18"x18" " 7' �' 9 min. run F-5 = 20"x20", F-6 = 24"x24"Depth = 18" 2x4/6 pt ifli 8" max, rise ri at n.. to m i All post to footing connection w/4 #9x3" WS w/PBS44A, USP (3) per stair set 5 1/2" mi . . E a Post Schedule: 2x8 pt staboarir A35 E o i a P-1 = 4x4 9 P-2 = 4x6 P-3 = 6x6 All Posts are PT #2 Spans over 6'6" to be supported All post to beam connection with either (1) 2x6 att to each trn w/(2) AC4 or AC6 stair jack, or a 4x4 pt post with N ON Beam Schedule: N B-1 = 4x6, B-2 = 4x8, 2 'C) B-3 = 4x10, B-4 = 4x12 B-5 = 6x8, B-6 = 6x10 O B-7 = 6x12 All beams are PT T , c, C) See Handrail, Detail U Joist Schedule: J-1 = 2x8, J-2 = 2x10, 0 J-3 = 2x12 l Joists connected w/LU28 Elocki\g Ledger, see notes I% ca O K Brace: AC4 K K = 2x6 w/(3) 12d galv nails P-2 LU26.4- / d' per joist attachment attached ^• to ledger w/(2) Lag Screws JU 46Z P--4X Brace: �L X = 2x6 w/(2) 5/16x5 RSS I F-4 0 Lags per attachment _ Decking Material: CROSS 1X6 IPE (IRON WOOD) a. SECTION(s) w CROSS SECTIO\ 3 - A3 . 0 DEC < Handrail as req'd, 36" hi °A� 05/13/13 0 N SCALE PROJ.NO 1 /�>,=1f_Orr l/4'.t'-D' ml O U DRAWN CHECKED mwm ma g HA3 . 0 3 of 5 8 i Ledger Notes: Attached w/ (2) a x 4" RSS Lag Screws (ICBO # ER-5883) © 16" OC and (4) 12d Nails © 16" OC. If into conc. use i" x 41" Exp. Bolts © 32" OC 64 o a Footing Schedule: te.P l; .z F-1 = 8"d F-2 = 12"x12" *°°'O I F-3 = 16"x16", F-4 = 18"x18" yr -Y F-5 = 20"x20", F-6 = 24"x24" o y Depth = 18" All post to footing connection A id G w/PBS44A, USP t s E a 0 o a 1a _ fi Post Schedule: ° a P-1 = 4x4 P-2 = 4x6 P-3 = 6x6 All Posts are PT #2 All post to beam connection () 11111w/(2) AC4 or AC6Si O Beam Schedule: 11 B-1 = 4x6, B-2 = 4x8, L O B-3 = 4x10, B-4 = 4x12 B-5 = 6x8, B-6 = 6x10 C B-7 = 6x12 All beams are PT v r \ See Handrail, Detail Joist Schedule: 0 J-1 = 2x8, J-2 = 2x10, J-3 = 2x12 See Stair Detail I Joists connected w/LU28 "' ,S' K Brace: c--3 O K = 2x6 w/(3) 12d gale nails (2) .1-�i per joist attachment attached P-2 46Z to ledger w/(2) Lag Screws X Brace: — 1-1 1�l=r 1 i-t_ X = 2x6w/(2) 5/16x5 RSS =-111=111=111=111= F_4 °E Lags per attachment 11=111=-111=111=111=11 oi U —iii—iii—iii—III—iii—iii E Decking Material: CROSS 0 1X6 IPE (IRON WOOD) SECTION(s) W CROSS S =CT1O \ A - AL. O D -CK DATE CAD Handrail as req d, 36 hi 05/13/13 0 SCALE PRDJ.NO , 0 1 /4„7= 1 ,_0„ DRAWN CHECKED mwm me 1. ALO 0 o 4 of 5 � 0 16" MAX. 4" MAX. / / / / IPE IRONWOOD /- "X6MAHOGANY FASCIA BOARD (3) #12 W.S. TY P• 4X4 POST --1X2 MAHOGANY �• _ TOP OF RAILING X z . O E 4x4 RAILING POST i-DTT22 HOLDOWN: E t1 z N HORIZONTAL APPLICATION o w.a a E - / METAL PICKETS 4X4 POST Amo 0 .iW e i ti \(3) #12 W.S. TYP.-\ 0. s IL "X4MAHOGANY i 1X2 MAHOGANY d 1X6 IPE DECKING MATERIAL TOP OF RAILING d o 9 E s o o y e /- /-- 2x8 RIM (3) #12 W.S. TYP ° a a "x FASCIA BOARD • JOIST ATTACHED TO LEDGER ATTACHED RIM JOISTS-\\ TO HOUSE BEAM PER PLAN O t m CI ____\/\____ � DECK RAILING DETAIL HANDRAIL POST DETAIL WHERE JOISTS Q NO SCALE 314 ARE PERPENDICULAR TO HORIZONTAL FORCE Q NOT TO SCALE y194 O 04 i"X4MAHOGANYO Ca)1X2 MAHOGANY O —TOP OF RAILING C?1 ! q � ootin � details � 4x4 RAILING POST]ll �O Name Figure 4x4 Figure 4x6 Figure 6x6 `, ii i"X4MAHOGANY F-1 ®O 4x4 on 8"d ''''.4 E 1X6 IPE DECKING MATERIAL 1X2 MAHOGANY F-2 ® 4x4 on 12"x12" 1 /4" S c a I e (2) 2x8 JOISTS - TOP OF RAILING (1) EA. SIDE OF RAILING POST 111• F-3 Ea Y••1 2x8 RIM 4x4 on 16"x16" ® 4x6 on 16"x16" E 2X8 BLOCKING o �����1 L /-1"x FASCIA BOARD HD2AHDG HOEDOWN: �j111F-4 ® 4x4 on 18"x18" ® 4x6 on 18"x18" ® 6x6 on 18"x18" oi 1= HORIZONTAL APPLICATIO (3) #12 x3" SCREWS NOTES 0 (2 " GALVANIZED LAG PAGE ^' W BOLTS W/ WASHERS A BEAM PER PLAN F-g ® 4x4 on 20"x20" ® 4x6 on 20"x20" ® 6x6 on 20"x20" ogre o 03/13/13 0 CV SCALE PROJ.NO 1/4'.1'-O' mi U O F-6 ® 4x4 on 24"x24" ® 4x6 on 24"x24" ® 6x6 on 24"x48" DRAWCHECKED DECK RAILING SIDE DETAIL mwm me S194 A5 . 0 o 5 of 5