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Home My WebLink AboutSFoundation 4-2 V1APPROVED 00M7122 LOAD BEARING WALL (TYP.) EXTERIOR SHEATHING LOAD BEARING WALL EXTERIOR SHEATHING BRICKVENEER w/ METAL TIE -BACK LOAD BEARING WALL (fYP.) EXTERIOR SHEATHING H ANCHOR BOLTS OR STRAPS, HANGER FLANGE SEE GENERAL NOTES HANGER IJOISTTOP FLANGE ANCHOR BOLTS OR STRAPS, FLOOR SHEATHING ANCHOR BOLTS OR HANGER SEE GENERAL NOTES ABOVE IJOISTSPER 2X6P.T. FLOOR SHEATHING STRAPS, SEE GENERAL 2X6PT PLAN QYP.) SHIM BEAM TIGHT AFTER INSTALLATION. TOP VIEW: VORrCONCRETE WALL. PLATE ABOVE WOISTS PER NOTES FLOOR SHEATHING PLATE INSTALL MOISTURE BARRIER TO NOTTO EXCEED ZTALL PLAN) 2X6 P.T. PLATE ABOVE (JOISTS PER POCKET TO ENSURE WOOD IS NOT IN 6'OR6'CONCRETE WAIL PLAN • CONTACT WITH CONCRETE NOT TO EXCEED 2TALLGRADE UNEIII=III GROUT SOLD&FLASH / N =11 . TO WEEP HOLES PER GRADE LINE III -III III III III o IIIIIII III III III III=III _ � m LOCALCODE GRADE LINE II III=III III III -III III I � � =III II _III o -II III FOUNDATION PLAN II II III -III III III III=11I III -III III III -III III=11I III III -III III III -III III III -III Q °�- - III -I III III III -I u9 ¢ 3 - III -III III III I1=I III r� s DIM. TO CENTER LINE IIIIIII IIIII-III III III III=III o o CRAWL z _ III -III -III III III -III' _ Iliiillliii IIIiIIIIiIlllllli Illil ,� o III=III III III III �J o s Eo II III_III III III III -II 4 CRAWL III III -III III III IIIJIII m SPACE H III III=III III III III •' m u w z `� i5 �' $ I==III III III III -II SPACE `a' $ III - o5 IIIII I I III III - - w - oz - 6' OR B' CONCRETE WALL, III IIi6'OONCAETE a g 8'z1ECONCAETE '� z 'o NOTTOIXCEED2TALL III CRAWL �a 'POCKETHBGHT: ill -III=11I _ �. FOOLING z FOOLING IIIII a ` — 111111111 IF- g 8' z 16' CONCRETE z $ z 6MILPOLY. g SPACE s 2z100A0.251LVL H=8 +WOISTH OPT.4'ePEAF.DRAINTILE 1=1TI III o _ 2z120R1IZLVL, H=10'+WOISTH h z 6 MIL POLY. CONT. OPT.4 a PEAF. DRNN TILE CONT• FOOTING 1 o REFER TO GEOTECH C - fO VAPOR BARRIER VAPOR BARRIER 11.7/8' LVL H=10 518' + WOIST H REFER TO GEOTECH -1 lI OPT. 4 a PERE DRAIN TILE 6 MILD POLY. DONT. #4HORIZONTALREBAAPLACEDWITHINTOP-u��III III Iu III II n�I �' REFER TOGEOTECH '� `- VAPOR BARRIER 20ANDBOTTOM24'OFWALL 1 _d#4HORIZONTALAEBARPLACEDWITHINTOP �- 1 d -I lI (2)#4AEBAR 24'ANDBOTTOM 24'OFWALL #4HORZONTALREBARPLACEDWITHINTOP III II -f II (2)#4AEBAA 24'ANDB0TTOM24'OFWALL E ttTjLdN (2) #4 AEBAA TYPICAL FOUNDATION WALL TYPICAL FOUNDATION WALL (BRICK -TYPICAL FOUNDATION WALL TYPICAL BEAM POCKET @ EXTERIOR WALL V swe Foe Name -seas Fie Na�e N.T.S. FCN-010 N.T.S. FCN-011 EXTERKLRSHEATHING EXTEAKLASHEATHING EXTERIOR SHEATHING LOAD BEARING WALL I YP.) 2z P•T• PLATE ANCHOR BOLTS OR STRAPS, 21 P.T. PLATE OPTIONAL BAICKVENEEA 2X640 1 SEE GENERAL NOTES ANCHOR BOLTS OA w/ METALTIE-BACK P.T. PLATE STRAPS, SEE GENERAL FLASH AND WEEP HOLES (JOIST TOP FLANGE HANGER 6 OA8'CONCRETE WALL EXPANSION JOINT NOTES FLOOR SHEATHING ABOVE 6' OR 8' CONCRETE WALL PER LOCAL CODE 3112' MIN. CONC SLAB NOTTO EXCEED 2 TALL 3112 MIN. CONC SLAB SLOPE SLAB � WOISTS PER PLAN (fYP.) NOTTO EXCEED 2 TALL GROUT SOLID & FLASH Po TO WEEP HOLES @ 32 II -I 1-III III III 1 GRADE LINE U 11=I1==-IIIIII II1IIIIII IIIIII IIIIIIII IIII IIIII III III=III III III III III 1 ° ° ID.C.MAXIII III - III III°I • - - - I IIIIIII OR STR APS, 1IGRADE LINE NE 1IIII SEE GENERAL NOTES I I - 6MIL POLYCONT. II III6MIL POLY. CONT. (MUST MEET LOCAL CODE) VAPOR BARRIER 1000NCAETEWOT _ VAPOR III III III III III III III "� ILL=III III III ICI=III III III: GCE TO IXC®2TALL II =III III__ 4' PROCESSED FlLLALLz g II III w 4' PROCESSED CAAWLSPACE g z5 o -I I I I I I I I I -I I I I 1 I I 8' x 16' CONCRETE 8' x 16' CONCRETE FOOTING I I II 1I COMPACTED ALL o o FOOTING 11 III COMPACTED FlLL 6 MIL POLY. CONT. z 11 - 111 11 k g 11 111 I11 I. o OPT. 4'a FEAR DR IN TILE _ -I 11 11 11 g 8'x16'CONCAEIE a z REFER TOGEOTECH III -I- I 1I VAPOR BARRIER -iI 1u u1 ° u1 11I OPT.4'ePERF.DAAINTIIE FOOLING II 1 II - 5 $ U ° REFER TOGEOTECH _11I=III 11 a OPT. 4 a PEAF. DRAIN 111E u_ 11k #4 HOAQOMALAEBAA PLACEDWITHINTOP 111 111=III 111= - REFEATOGEOTECH _ s II11 = 111 - - 24' AND BOTTOM 24' OF WALL 1'd' #4 HORIZONTAL AEBAA PLACED WITHIN TOP IIIII_ r -ICI=1II #4 HORIZONTAL REBAR PLACED WITHIN TOP -,.,III. III.III-=II,1TI (4#4AEBAA 24'ANDB0TTOM24'OFWALL 1'-0' 24' AND BOTTOM 24' OF WALL 1'�' (2) #4 REM (2) #4 AEBAA TYPICAL GARAGE WALL TYPICAL GARAGE WALL (BRICK TYPICAL GARAGE WALL PORCH '171 14 ame- S�E�! .emsN.LS. FCN-040BFCN-050 (2) #4 DIA RODS CONT. ON CHAIRS CRAWLSPACE FOUNDATION WALL INTERIOR LOAD BAG WALL PER PLAN COLUMN PER COLUMN PER PLAN PLAN FLOOR JOISTS PER PLAN GONG. SLAB PER PLAN 2" CONC. SLAB PER PLAN ALIGN FLOOR JOIST & CRAWL SPACE BAG WALL CENTERED UPON INTERIOR LOAD BAG WALLABOVE WHEN BAG WALL IS PARALLEL TO JOISTS, TYP II III III III III �, III III III III III III III II III III V AIR SPACE BEHIND BAICKVENEER IBLE2xTOPPLATE DOUBLE 2zTOP PLATE u1- uI u1 1u III III III I � 4 uI II II III III III � Q TUDS AT 16' O.C. OR JOIST MANUFTO PROVIDE FULL DEPTH BLOCKING @ 16' O.C. 2z STUDS AT 16' O.C. COMPACTED ALL -I N COMPACTED ALL II SOLD GROUT BRICK BETWEEN ADJ JOISTS OVER z III III -I u 1 Ili GRADE I I I I I I1=I I I I u u Ili u 1 a 'GRADEBELOW GRADE CAAWLSPACE BAG WALL - -I III III III III -III III-1 In nI Iu77- I I I 1 I EI 11 1 I I uI 1TI u1 uI 1u u1 III 1u IT_I-- i0 III III III=1 - 1 III=III III - III III III III III III III=1 III=11I III III III- _ III- III III=III III - III III III III -III 'III III III -III III- III III III III III _ TPLATESECUAEDTOFTGw1112 (2) #4 DLk RODS CONT.ON CHARS 2zPTPLATESECUAEDTOFTGwl117 III II -III III III III- =1I-I IIIIIIIIIT_I III -I I1 I1I - -I1I 1I III=1I 1I I1 III -1I o ANCHOR BOLTS @ 32' O.C. MAX DA. ANCHOR BOLTS @ 32 O.C. MAX 1u ITi-p� o � II u1 uI 1u u1= PPOWER ACTUATED FASTENERS OR TPOWER ACTUATED FASTENERS L9 ae II • :ILL ae I1I I III I • -` III -1 I RAPOONS@16'O.C. - :' OATAPCONS@16.O.C. ', - l I IIIIIII IIIIIII I illliiil � illlii i i illliiillliiillliii iiillliii ni -III=1 I I=1 11_I 11=1 I I=I #4HORIZONTAL REBAAPLACED WITHIN TOP (2) #4 AEBAA #4HORIZONTALREBARPLACEDWITHINTOP (2) #4 AEBAA rill-ITi 24' AND BOTTOM 24' OF WALL 24' AND BOTTOM 24' OFWALL COVERED PORCH w( COLUMN CONDITIONS COVERED PORCH wl COLUMN CONDMONS (BRICK) COVERED PORCH WI COLUMN CONDITIONS F11. me. \ , , , / NST¢S. WALLBEYOND — 1I I — 31/2'MIN.CONCSLAB IIJII III II =III III III •- III_.IIL. SLAB PER PLAN 111= ..III=11 8 x 16 CONCRETE III ill =III 6 MIL POLY. CONT. e�e z s II - FOOTING VAPOR BARRIER OPT. 4'aPEAF.DRAIN TILE � IIIII. 7.5'OA8'CONCAEIEWALL III :' a AEFERTO GC-0TECH I- u - , : ' ' , •IIIII NOT TO EXCEED MILL #4 HORIZONTAL REBAA PLACED WITHIN TOP =1 1-1TI=1 (2) #4 REBAR 24'AND BOTTOM 24'OF WALL 1'a' GARAGE I DRIVEWAY F06 see F,eN N.T.S. FCN-060 (JOIST TOP FLANGE HANGER METALTHAESHOLD FLOOR SHEATHING ABOVE 1401STS PER PLAN (TYP.) '�' d ES 3H �_ ¢o (III III Ill rlll� '6 IIIIIII I II II ILL I 4'GRAVEI 0 z Es 3,7 MIN. CONC SLAB, (III 8 g SEE SLAB TENSION NOTE lI lllTl l CRAWL 6 MIL POLY. CONT. SPACE Fo VAPOR BARRIER I= ANCHOR BOLTS OR STRAPS, 1 ? SEE GENERAL NOTES = 1 #4HORIZONTAL AEBARPLACED WITHIN TOP =I11 III-III=II TI 1II: 24'AHDBOTTOM24'OFWALL (Z) #4 AEBAA L 6MIL POLY. CONT. VAPOR BARRIER CRAWL CONDITION AT GARAGE I HOUSE WALL �„ s�e FeNeme ��J / N.T.S. FCN-090 Michigan 3400 Auburn Rd Suite 200 Auburn Hills, MI 48326 + 1 248.622.4035 Florida 12906 Tampa Oaks Blvd. Suite 150 Tampa, FL 33637 + 1 813.466.3310 Minnesota 6500 City West Pkwy Suite 300 Eden Prairie, MN 55344 +1 612.607.0115 www.fieldstoneae.com V) Q O Z � O� H Z QO Np g J LLI Y �^ VJ —U LLOC) v ,� J LU m J z LLI LLI WIrf Q�Y � Z CD < Zrn= oY oU M 2 U F- ■ BEJAMIN NIESE, PE P.E. # 19770IDAHO 03/17/2022 DATE NAL �pF�ss oENS�c�G�L� Q �� 19770 (P �O 6 9�OFV�P �! MIN N��S L DRAWN BY: ----------- �VERSION�.1.0 SHEET NAME FOUNDATION DETAILS SHEET # S1.o