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js/ to INSWING DOOR RECESS NOTE: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR)DO NOT NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN FOUNDATION NOTES: 1 PROVIDE MIN. BMIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 8' AND SEALED. REFER TO PBGR CURRENT EDITION SECTION R506.2.3 FOR / COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP. REQUIRED LOCKTIONS 'THICK2500PSICONC.SWBW6x j RECESS DETAIL. INSWING DOORS WITH NO COVER REQUIRE A RECESS 2 MOMME l .4,M.4WA'LDEDWRE FABRIC (WWF), PLACED IN MIDDLE TO UPPER IMOFSLABDEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY RE USED ILO WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3, CONSULT MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR 1388-NR 1387-BR I 1396-A 113WKR 13 SILLS. INSWNG DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR BUILDING KEY SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB. IF MIN COVER IS HOT MET IN ANY DIRECTION, A RECESS IS REO'D & CONTRACTOR TO FOLLOWTHE TYP. RECESS DETAIL, INSWING DOORS WITH NO COVEN REQUIRE A RECESS 4. EXTERIOR SLABS SHALL SLOP EI/B-PERFDOTAWAYFROMHOUSE, 5. CONTROL JOINTS(IFSHOWN) ARE NOT MaD BYGODE BUTARESUGGESTED (ESPECIALLY WHEN USING FIBER MINE CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTN OF 1l4- OF THE THICKNESS OF THE SLAB. RUCUT WAPPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METH- S. MECHANICAL EQUIP. LOCATIONS WLL BE DETERMINED BY COMMUNITY & COUNTY CODES. 7. FOUNDATIONSANDSUPMRTSF-0Lm]0ORMECHMICAL SYSTEMS SHALL BE RAISED AT LEAST 7 ABOVE THE FINISHED GRADE - ANDSHALLALSOCONFORMTOTHEMANUFACTURERS NSTALLATON w INSTRUCTIONS. 8. NO WOOD STAKES PERMITTED IN FOUNDATION. -• ION 9. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWM.-I H SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED An I I 1 99'8 la-10" (2-STORY FTG) 20'-0" (2-STORY FTC) 20'4Y' (2-STORY FTG) 20'-0- (2-STORY FTG) 312 10'47 7-6 12 512 101d 914i 12 1 512 9'S 12 101-0" 512 /0'-0' 91S 12 F S I FOB I I F I 53 I A/C PAD F 53 I I F S r 1 F A/C PAD 53 F LL� F I Q, u § _ S I F a F U S O _ I OB F- d Y S A/C PAD FOB _._........-n_-.....-...._, u I r ) S 3 _ ~ m O IF7F37 Itu a ^ \ i c1 v ^ I ( I SS4-TI S3 _....,�. I0� M I - 3 ; 112'THICKCONC ............. � F 3� S (SIM. EXTERIOR STAB W/WELDEDWIRE R MESH I 3.5 \v�� T-93M" 3--l' I 5'-101M' I I I I I I I I i6'-13M" 3'-101M' 3'-101/4' 16'-13/4' I SLAB ADJACENT ASICATED TO FOOTING F. N U ATION N TES #2 I 16'-13/4"I 3'-101MI I 15'-113/4" 3'-101/4' D-�-0" FIN. FUR. I I -� DFIN FLIT I�`" I I -� 3-12 THICK CONC. SLAB W/ WELDED WRE FABRIC OR FIBER MEBH I - - n ' `- ! 3-12 THICK CONC. I SLAB W/ WELDED WIRE I FABRIC OR FIBER MESH I 5 3 I I I I 1��1 (� -' I TED IN 1 FOUNAS DATION ON NOTES 82 AS INDICATED IN _ Y ( FOUNDATION NOTES #2 r I I I SLAB W/WELDED WIRE �'+ I FABRIC OR FIBER MESH I I _ 7-0' 9'-1012 r -•.�:f_.. I .....h.. I( I I �.3� n I INDICATED I NOTES #2 I ., I f _ I F 1 a _ . N LJ ,x I 10'-712 _+ # L j I i - I 10'-712 I ]12 r 912 712 912 I 912 10'-T I I S, _ 3 �CJ __ I _ __-_ i IT _z I L_ '� I ......._ _... O N I 53 FI a z rc __ _Q LL a^ 53 ... e z I 39 w S3 53 O y0 I- U,� F I § O LL I § -53 53 F 9LL 2§LL 2 8"0' 11-91 2 S3 2 V`1 I 2 _� � 2 S3 2 I 2 B-O` 614 12 2 8'd 1.3 J 7'-1 F S 2 1, 2 6`-4 1rr JL F 2 2 2 8'JT V-9 10 8 1/4' 11'-7' (2STORY FTG) 51/4' T-9 12 (2-STORY FTG) 1'-11 12 11`9-12STORY FTG) 8 3/4' 1'-1 3/4' 1'-1 3N' 8 3/4' 1'S 8'-3' (2-STORY FTG) 8'-3' (2-STORY FTG) 12 1'-11 12 1 V9- (2-STORY FTG) 1'-11 12 1'S 12 11'-9' (2-STORY FTG) 8 3/4" V-1 314" 8'S' (2-STORY FTG) 512 99'J3' 10, SEE DETAIL TABLE MW8 ON S1 A FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE on MF09 AND MFIO ON W FOR STMDMO FOOTING STEP DOWN AHD CORNER IHFORIMTKIN. 11. ANY EQUIPMENT AND/OR APPUMCES HAVING AN IGNITION SOURCE SMALL BE ELEVATED A MIN OF 18'. CONTRACTOR TO PROVIDE SUCH PLATFORM W EITHER NASONRYOR HOOD CONSTRUCTION 12. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2.0 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACTTHE ENGINEER PRIOR TO FOUNDATION FOUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TOM FREE OF ORGANIC MATERI L AND COHESIVE SOILS, COMPACTEDIN17LIFTSTOATLEAST95%OFMAXDRYDENSIT M DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING GIPACITY OF 2000 PSF. 13. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINEW REQUIRED COURSES FOR STEMWALL FNDATIONSEESTEMWILLLCHART FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALI. IF CHART IS NOT PROVIDED. CONTACT FOR TO REVIEW AND PROVIDE 11, IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE �RTOP- CONTACT E.O.R. PRIOR TO CONSTRUCTION 15. ALL FOUNDATION PADS !MERE SHOWN ON THE BELOW FOOTING - SCHEDULE SHALL BE INSTALLEDWHERETHE DEPTH OFTHE FOOTING WILL SE MEASURED FRON THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS MOOR LOCATIONS, CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ME MET. 16. FIELD TOVERIFYALLGMLINEANDPLUMMNGLOCATIO MORTO POURING SLAB. FOOTING SCHEDULE 17x12Y17 dp w/ #5's EQUALLY SPACED EA. O WAYMIN.7 HORQ.CLEARMCEBETWEEN MIN(2)85E.W BARS & T MIN. COVER TO EDGE OF CONC. t7x24Y/7 tlp W #5's EQUALLY SPACED EA. 24- SIDE Q3- O.C. & MIN to WAYMIN.7 HORQ.CLEARANCE BETWEEN (3)AS PARALLEL TO 17 BARS&3'MIN COVER TO EDGE OFCONC. SIDE 'IOC. 21' 24'k174pw/#6sEQUALLYSPACEDEA. O WAY MIN 7 HORQ. CLEARANCE BETWEEN MIN (3) # 5 E W BARS &7MIN. COVER TO EDGE OF GONG. 38' 2& 17 dP w/ W. EQUALLY SPACED EA. 2.3 WAY MIN. 7 HOR V. CLEARANCE BETWEEN I MIN (4) 4 5 E W 1 <2.5> 1 WAY MIN.7 HORQ. CLEARANCE BETWEEN I MIN (4) # 5 E. W. IO 2.6 WAY MIN.7 HCRR. CLEARANCE BETWEEN MIN (5)# 5 E W O BARS& 7 MIN. COVER TOEDGE WCONC. z O 38'k36 1k 11w/#5'sEQUALLVSPACEDEA. WAY MIN.7 HORQ. CLEARANCE BETWEEN MIN (5) # 5 E W U BARS & T MIN. COVER TO EDGE OF CONC, O 47k 17 Op 1#51 EQUALLY SPACED EA, 3.5 WAY MIN 7 H011Q CLEARANCE BETWEEN MIN (6) # 5 E W T BARS&T MIN COVER TO EDGE OF CONC. 42'Y42'k 16" Cp w/ #Ss EQUALLY SPACED EA WAYMIN 7HORQ.CLEARANCEBETWEEN F MIN (6)#5E.W. BARS& T MIN. COVER TO EDGE OF CDNC. U O d8148'k 17 tlp w/ #9s EGALLY SPACED EA. WAYMIN.2'HORIZ.CLEARMCE BETWEEN MIN (7)05 E.W o BARS& 3' MIN. COVER TO EDGE OF CONC. 4 4IIN I 4p w/#Ss EQUALLY SPACED EA. OA WAY MN.7 HOR Z. CLEARANCE BETWEEN MIN (7) # 5 E W BARS& 7 MIN. COVER TOEDGE WCONC. z 46'x4VY24'dpw/#6.EQUALLYSPACEDEA. W dB WAY MIN.7 HORQ. CLEARANCE BETWEEN MIN (8)# 5 E.W. BARS& 3"MIN. COVER TO EDGE OFCONC. u 57k Ir tlp w/ #Ss EQUALLY SPACED EA. 4.3 WAYMM.7 HORO.CLEARANCEBETWEEN BARS &TMIN. COVER TO EDGE OF CONC. MIN(7)05EW z 4.5 51154' 16' Op wW. EQUALLY SPACED EA WAY MIN 7 HORQ, CLEARANCE BETWEEN MIN (8) # 5 E.W p BARS & 9' MIN. COVER TO EDGE OFCONC. O 5IN54N24" tlp w/#5• EQUALLY SPACED FA. WAY MIN.7 HMO. CLEARANCE BETWEEN MIN (9) # 5 E W BARS& 3' MIN. COVER TO EDGE OFCONC. i SDN8 16'tlp wA15's EQUALLY SPACED EA. O WAY MIN.7 NOR Z. CLEARANCE BETWEEN MIN (9) # 5 E W O BARB& T MIN. COVER TO EDGE OF CONC. Q 66'x66 1W dp w/#9s EQUALLY SPACED EA. 5.5 WAY MIN. I NONE. CLEARANCE BETWEEN MIN(10)#5EW. G z O Q W z H p W LL W M w, m C 4• r C O - Z � � N m ~O u W . 'L - =a30 F a-I- - W w w 0 • a W No STRUCTURALEHG TH w� unnr „rws j ITNUCT: DP L�j C -CHECK CC 7 O � w J081'L_ STAR-15B81 t SCALE: AS INDICATED QN H GATE: Z � FOUNDATION PLAN coo OF.J1123 1386-NR LOT 10 1386-BR LOT 11 1386-A LOT 12 1386-KR LOT 13 =11_0" - o 02 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.