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Paigen SFR S2 Engineering REV - 05-08-17 Approvedexodus engineering Phone: (360) 345-1566 luke@exodusengineer.comSCALE:PROJECT #:SHEET NO:ENGINEERING DOCUMENT LICENSE UNLESS WRITTEN CONSENT FROM EXODUS ENGINEERING, INC. IS PROVIDED OTHERWISE, ONLY ONE STRUCTURE IS TO BE BUILT AS A RESULT OF USE OF THESE ENGINEERING DOCUMENTS. EXODUS ENGINEERING RETAINS COPYRIGHTS TO THE ENGINEERING DEPICTED ON THESE DRAWINGS AND CALCULATIONS, AND SHALL NOT BE RE-ISSUED OR RE-USED WITHOUT THE EXPRESS WRITTEN CONSENT OF EXODUS ENGINEERING, INC.DRAWN BY:REV. DATE:REV. DATE:5.8.2017FOUNDATIONPLANS-217-098CJB14" = 1'-0"01/%10%5.#$5.12' 2'4(6/+001/%10%5.#$5.12' 2'4(6/+001/%10%5.#$01/%10%5.#$01/%10%5.#$70'-0"7'-6"9'-3"10'-3"2'-10"12'-8"11'-4"8'-0"19'-6"20'-6"12'-0"18'-0"70'-0"1'-10"14'-4"1'-10"1'-10"16'-4"1'-10"1'-4"52'-0"2'-0" 2'-6" 2'-6"2'-6"5'-3"2'-6"11'-10" 4'-6"14'-4" 7'-0" 12'-0"20'-6"18'-0"31'-6"9'-6" 9'-0" 4'-6" 4'-6" 20'-9"31'-3" 18'-10" 47'-0" 68'-0" 12'-8"14'-0"5'-6"18'-0"20'-6" 3'-0"11'-6"5'-6"4'-0"68'-0"4'-6"10'-3"10'-3"7'-0"1'-0"15'-9"15'-9"11'-0"4'-9"5.12' 2'4(6/+0%1/2#%6'&)4#8'.01/%10%5.#$10)4#&'18'4$#5'%1745'.%5.12' 2'4(6/+016"16"16" 16" 16" 16" 16" 16"16"16"24" 16"16"16"16"16"12"12"12" 12"FOUNDATION PLANSCALE: 14" = 1'-0"9S-510S-511S-5OR10S-511S-5OR10S-517S-5OR(SIMILAR @ GARAGE SEPARATION)6x6 P.T. POST W/SIMPSON PB OR ABU(TYPICAL @ PORCH)6x6 P.T. POST W/SIMPSON PB OR ABU(TYPICAL @ PORCH)17S-5OR10S-52'-6"4'-6"13S-5OR12S-51-12"1-12"6'-0" MAX 10'-0" MAX AT 16'-0" PLATE8"SCALE - N.T.S.RAISED STEM WALL5'-0"12" CRIPPLEWALLPORTAL FRAMESCALE - N.T.S.S B 5 / 8 x 2 4 H D U 5 SB5/8x24HDU5S B 5 / 8 x 2 4 H D U 5SB5/8x24HDU5STHD10S T H D 1 0STHD10S T H D 1 0 STHD14STHD14 S T H D 1 4 S T H D 1 4 HDU5SB5/8x24BS-2BS-28" THK RAISED STEMWALLREQ'D @ HATCH24"x24"x10" CONC FTG W/ (3) #4 BAR E.W.(TYPICAL @ REAR COVERED PORCH)24"x24"x10" CONC FTG W/ (3) #4 BAR E.W.(TYPICAL @ FRONT COVERED PORCH)THICKEN SLABEDGE AS REQ'DTHICKEN SLABEDGE AS REQ'D2'-012"9'-0"36"x36"X12" CONC.FTG W/ (5) #4 BAR E.W.3'-112"3'-712"8'-0"3'-0"12" THICK FTG. W/ #4BAR @ 7" O.C. E.W.STANDARD FOOTING ANDSTEM WALL REQ'D @ FRONTOF GRG. W/ MIN 24" WIDE FTG.(SEE 13/S-5 FOR SIMILARDETAIL)AS-2AS-248"x48"x12" CONC. FTG.W/ MIN (6) #4 BAR E.W.3'-8"12" THICK FTG. W/ #4BAR @ 7" O.C. E.W.GLB COL. TO BEAR ON CONC.FTG. PROVIDE APPROVEDMOISTURE BARRIER42"x42"x10" CONCFTG W/ (5) #4 BAR E.W.8'-0"30"x30"x10"CONC. FTG. W/(5) #5 BAR E.W.NOTES:1.SEE SHEET S-1 FOR ANCHOR BOLTSPECIFICATIONS.2.SEE DETAIL 14/S-5 FOR TYPICALHOLDOWNSH D U 5 S B 5 / 8 x 2 4 H D U 5 S B 5 / 8 x 2 4HDU5SB5/8x24BBAAAADDDDA A AB DD5.8.2017