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/ 13WNR 1307-813 1 1386-A 1386-KR 1386-0 BUILDING LEY ?wI QHI fNt l 1B-10- (2STORY FTG) 3 12' 9'S t/7 1G.0' I 1 C PAD L/- 6 L L/(/J 3'-1' - 5'-101/4' I � s-,1 3/4• V-0` FIN. FUR. CJ \ll 3-72• THICK CONC. SLAB W WELDED WRE 1 FABRIC OR FIBER MESH AS INDICATED IN FOUNDATION NOTES#2 I� - I• 5 ! - L �§ w FOB � ,•�• I 3 2 7•-11M• B•a' 81M' 1'-91rI 1'-912 T-912(2-STORY FTG) 11•-7• (2STORY FTG) INSNANG DOOR RECESS NOTE: FOUNDATION NOTES: INSW NG DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT 1. PROVIDE MIN.6 MIL. APPROVED VAPO0. BMRIER. ALL JOINTS TO BE LAPPED NEEDTO HAVEARECESSATTHE SLAB. IFTHE MIN MIN. 6•AND SEALED. REFER TO FSC-R CURRENT EDITOR SECTION R5062.3 FOR COVER IS NOT MET IN ANY DIRECTION, ARECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOW THE TYP. 2 PROMO 1Q'THICK2 PBICONGSLABWBx&xYW.mW AWELDEDWRE RECESS DETAIL. INSWING DOORS WITH NO COVER FABRIC(VANE), PLACED IN MIDDLE TO UPPER- OF SLAB DEPTH OVER REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. CONSULT W MAN. SMCIFCATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. INSWNG DOORS WITH COVER (MIN SFT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) 00 NOT HEED A RECESS AT SLAB. IF MIN COVER 6 NOT MET IN ANY DIRECTION. A RECESS M REO-D & CONTRACTOR TO FOLLOW THE TW. RECESS DETAIL. INSWING DOORS WITH NO COVER REQUIRE A RECESS 4. EXTERIOR SLABS SHALL SLOPE I W PER FOOT AWAY FROM HOUSE. S. CONTROLJOINTS(IF SHOWN)ARE NOT REQD BY CODE BUT ME SUGGESTED (ESPECIALLY WIZEN USING FIBER REINF. CONC.) CONTROL JOINTS TO SE SAW CUTADEPTHOFI/ OFTHETHICKNESSOFTHESLABFILLCUTWAPPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. S MECHANICAL EQUIP. LOCATIONS WLL SE DETERMINED BY COMMUNITY & COUNTYCOMS. 7. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3• ABOVE THE FINISHED GRAM AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION 1 INSTRUCTIONS. 8. NO WOOD STAKES PERMITTED IN FOUNDATION. 8. PENDING SITE CONDITIONS. FOUNDATION 1-HAVE TO BE STEPPED SEE SHEET S ADDITIONAL INFORMATION. OC TO DETERMINE STE LEGATEESREQUIRED IF 10, SEE DETAIL TABLE MMON SIA FOR REQUIRED STMLMNDS AND LAP SPLEE. SEE OTL MFOB AND MF100N S3 FOR STANDMD FOOTING STE DOWN AND CORNER INFORMATION. 11. AN V EQUIPMENTANDIORAPPLIANCESHAVINGMN NRKINSWRCESHALL SE ELEVATED A MIN OF 18'. CONTRACTOR TO PROVIDE SUCH PLATFORM 4 EITHER MASONRY OR WOOD CONSTRUCTION 12. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACT MF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEETOR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12- LIFTS TO AT LEAST SS%OF MAX. DRY DENSDYAS DETERMINED BY ASTM - D1S57 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PUN HAS BEEN DESIGNED FOR A MINIMUM SOIL SEARING CMAOTYOF 200D MF. 13. PENDING SITE CONDITIONS, IF STEVWALL IS REQUIRED, G C_ TO DETERMINE REQUIREDCQURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART FOR REQUIRED REINFORCEMENT AND FOOTING SEES PENDING DEPTH OF STEMWALL. IF CHART IS NOT PROVIDED, CONTACT FOR TO REVIEW AND PROVIDE 14. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -STM- CONTACT E O.R. PRIOR TO CONSTRUCTION 15. ALL FWNDATION PADS MERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WMERE THE DEPTH OF THE FOOTING WLL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS MOTOR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ME MET. 18. FIELD TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO POURING SUB. FOOTING SCHEDULE 12'Y17x12• dp w/#5'e EQUALLY SPACED EA. N-i J WAY MIN. 7 HORIZ. CLEARANCE BETWEEN MIN (2)#5 E.W. BARS& 3- MIN. COVER TO EDGE OF CONC, dp w/ #Se EQUALLY SPACED EA. 2p SIDE Q3- O.C. B MIN 1A WAY IN CLEARANCE BETWEEN WAY MIN. (3)15 PARALLEL TO I7 .. BAR58TMIN.COVER TO EDGE OFCONC. & r SIDE 9W OC. 11• dp w/ #Se EQUALLYSPACED EA. O24W,1i WAYMIN.7 HORIZ. CLEARANCE BETWEEN MIN IS) # 5 E.W. BARS & T MIN. COVER TO EDGE OF CONC. 2B•x28' 17 dp w/#Se EQUALLY SPACED EA 2.3 WAY MIN. 7 HOR(Z. CLEARANCE BETWEEN MIN (4)#S E.W. BARS & 3' MIN. COVER TO EDGE OF CONC. 30113 JTdpw/45'e EQUALLY SPACED EA. 2.5 WAYMIN.7 HORQ.CLEARANCE BETWEEN MIN (4)#5 E.W. BARS & T MIN. COVER TO EDGE OF CONC, 32' 32'Y17dpw/#5'e EQUALLYSPACEDEA. 2.6 WAYMIN. 7 HORQ. CLEARANCE BETWEEN MIN (5) # 5 E W. BARS & T MIN. COVER TO EDGE OF CONC. 38'x361117 dp w/ #5e EQUALLY SPACED EA. O WAV MIN. 7 HORIZ. CLEARANCE BETWEEN MIN (5)#5 E.W. BARS & T MIN. COVER TO EDGE OF CONC. 4214 17 dP 110151 EQUALLY SPACED EA, 3.5 WAY MIN. 7 HORIZ. CLEARANCE BETWEEN MIN (6)#5E.W BARS & T MIN. CCVER TO EDGE OF CONC. 4YY421x 16'dp-l# EQUALLYSPACEDEA. ® WAY MIN.7 HMIZ. CLEARANCE BETWEEN MIN (6) 1115 E W BARS d T MIN. COVER TO EDGE OFCONC, 4 481117 dp w/#Se EQUALLY SPACED EA, O WAYMIN.7 HORIZ.CLEARANCE BETWEEN MIN(7)#5E.W. BARS & 3• MIN. COVER TO EDGE OF CONC. 08'Y48"I118' dP w/#5'e EQUALLY SPACED EA, 4A WAY MIN. 7 HORQ, CLEARANCE BETWEEN MIN (/)#5E.W. BARS & T MIN. COVER TO EDGE 6 CONC. 48'k48121' dp w/ #Se EQUALLYSPACED EA 46 WAYMIN.2'HCRQ. CLEAMNCE BETWEEN MIN (8)#SEW BARS & T MIN, COVER TO EDGE OF CONC. 52XS7x17 dp w/ Ile, EQUALLY SPACED EA. 4.3 WAY MIN. 2• HORIZ. CLEARANCE BETWEEN MIN (7)#5 E.W BARS & T MIN, COVER TO EDGE OF CONC. 5 NUN16• dp wl#5E EQUALLY SPACED EA. 4.5 WAYMIN.7 HORQ.CLEARANCEBETWEEN MIN (8)#5E.W BARS & T MIN. COVER TO EDGE OF CONC. 54•x54'Y24-dp w/#Se EQUALLY SPACED EA ® WAY MIN.7 HORIZ. CLEARANCE BETWEEN MIN (B) # 5 E W BARS & T MIN. COVER TO EDGE OF CONC. �'N60'x16' dp wXS'e EQUALLY SPACED EA. O WAY MIN. 7 HORQ. CLEARANCE BETWEEN MIN (9)05 E.W BARS d T MIN. COVER TO EDGE OFCONC. dP wWS EQUALLY SPACED EA. 0BB'k8SNIS' 0WAY MIN. 7 HERD:. CLEARANCE BETWEEN RARCAa MIN C FRTO FOGFOFCONC MIN (10)05EW 1386-0 LOT 14 - - FOUNDATION PLAN COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1 � � V ep co ^^c . 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