DCPZP-2016-00341 - Laserfiche WebLink

Home Browse Search

66'-a" / 7;.-4" : - 61'-4" / / 17'-4" 6''_0;; 26'-0" / / / / -- 15'-3° I y X o I I 0 1 al V1 w (-9 — E N O m i j , ~---- ONE PIECE COLUMN BY AMWOOD. \ 4X5 SLIDER j I I I BUILDER I5 RESPONSIBLE TO FURNISH ; THE OVERALL HEIGHT DIMENSION TO 321-1011 II AMWOOD FROM POST PAD 70P +J TO 1 CONC-CONC I I TOP OF FOOTING WALL ix- �O'ti 3° 6'-2�° i44 ° / 3" FP CANT / /r Tt - 7 1'-l0/" r - - - - ∎\t. �� WIOX22 STEEL BEAM-A-%32'-8" I ( I / L — _ 7 fy110�y1E 10 2 o - ADJUST BEAM POCKET L — J STEEL COLUMN STEEL COLUMN _ _ 41 1 w BEAM POCKET FOR BEAM SIZE f „ BEAM POCKET io ' 42"x42"x16" CONC. PAD 36"x36"x14" CONC. PAD 2 -V m m 2" DEEPER / / BEAM POCKET DETAIL I I _ I FOR WIOX22 BEAM ONLY BASEMENT B"X8'-10" CONC. WALL v 8"X16" CONC. FOOTING > 3" CONC. SLAB 3" ON N °¢ 90 v EI \ I II FOOTING cn /,`F� I I ; moo _ C \ V —_ `.` ` 1 L BAN `V. 11 4X5 SLIDER 5 i a 2 cm g '-4; CONC. SLAB , �q�1 2 `v ALT IP/" I-JOIST ,. AT 12" O.G. MAX SPAN �� BEAM POCKET DETAIL 6 101-33" m 0 40'-10" FOR WSXIB BEAM ONLY / / o in " \ o CONC-CONC 48 1Ex48"x18" CONC. PAD " l " 5 _15%11 ; I " 3 / 10 -IV : 1h1 q , 3 HANDRAIL PER CODE I_ 36 x36 x14 CONC. PAD /-- 1 l 1 1\ WBx18 STEEL BM-B 4O'-5" 1 I 1 — 1 — 1 STEEL COLUMN FOR 26,000# \' t 1/4 x I ®r C BEAM POCKET STEEL COLUMN 1 1 r 1 J / 20'-0° -2/ L — _7_ —J 46'x48"xl8" LONG. PAD 1- 17._.1 \ \ I N / ELEV (+) I'-4Y4' / I I I I - W 3 - w LIIIE = Jzrtiii; � — I w N o is I. o a I— — + co 3 -4 I GARAGE l mo 1 o a �- 1 co ■ UNEXCAVATED ° - 0 3'-4® 3'-4° w p / // / - 5 POURED GONG. WALL ELEV 0-0 v I {- Q r I - 3-10 TALL ON 16"x8" I w I '�� 1 CONC. FOOTING WITH 4.. m �Q z 71011t i 0 POURED GONG. FLOOR SLAB - LL — - JJL N o ¶ 0 v FLUSH WITH TOP OF WALL N 1 1 Vor SLOPED TOWARD DRAIN r \ \ _ co 4" CUT NO SERVICE DOOR NOTCH 4'-6/q" w \ I ELEV (+) I' �" / / FURBY BLDR Q I — I I I I PORCH 1, I � � q a I UNEXCAVATED I N m Huu�— FLOOR DRAIN m I _ / \ 2X4 KICK BLOCK - I ; /I o e -o 7 -0 7 -4 /— ; q I I DOOR CUT 40' 8" STAIR SECTIO\ 3/8 - 11-0" 4;; CONC. SLAB j N ANCHOR BOLT • � i co 2° I / F - \ .// ! J \ 18'-4" q'-a" 2a'-o" NOTES: FO..\ DA— 0\ FLA \ / / 1) BASEMENT WINDOWS OTHER THAN NOTED, THIS PLAN IS THE PROPERTY OF: CHECKED BY 1/4" = I'-o° THE FOUNDATION CONTRACTOR SHALL INSTALL TO BE SIZED AND LOCATED BY BUILDER THE FOUNDATION STRAIGHT SQUARE LEVEL GENERAL .—"NOTATIONS: WILE: `� "" Cust. No. ° 2) ' CONCRETE FOOTINGS AND SLABS SHALL Although every effort has been made in preparing these plans, PLUMB AND TO WITHIN 1/2 OF DIMENSIONS and checking them for accuracy, the contractor must check all ADVANTAGE I—TOMES, I\C./SARBACKER �O10 SHOWN ON THIS DRAWING. THE CONTRACTOR BE REINFORCED IN ACCORDANCE WITH LOCAL, rgillillit 0 0 dimensions and details and must be responsible for same. F.O. No. SHALL NOTIFY THE BUILDER OF DISCREPANCIES, AND/OR STATE BUILDING CODES. CUSTOM HOMES ® * This print and/or set is the property of Amwood Homes, Inc., and CODE BY DATE CODE BY DATE IF ANY, THAT ARE FOUND ON THIS DRAWING. use of this print is prohibited without the written consent of Plan / Custom Processor JDP 03/31/16 B981 3) REGARDLESS OF DETAILS, BOTTOM OF tvoup Bge IlCnw®441Gn1CoD" Amwood Homes, Inc. FOOTINGS SHALL BE PLACED ON FIRM * Amwood Homes, Inc. and/or its dealer shall have construction Revision Revision JDP 04/12/16 Job No. P.O: Box 311 Janesville, WI 53547-0311 / 608-756-2989 fax 608-756-3443 lien rights for use of their blueprints, drawings, plans and/or Revision Revision JDP 04/20/16 J-610 UNDISTURBED SOIL. www.amwoodhomes.corn specifications. Revision Foundation 01997 AMWOOD, INC.