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Home My WebLink AboutSFoundation 4-2 V1LOAD BEARING WALL (TYP.) EXTERIOR SHEATHING EXTERIOR SHEATHING BRICKVENEER wl METALTIE-BACK LOAD BEARING WALL (fYP.) ANCHOR BOLTS OR STRAPS, 1401STTOP FLANGE SEE GENERAL NOTES HANGER 1401STTOPFLANGE ANCHOR BOLTS OR HANGER 2X6 P.T. 6' OA 8' CONCRETE WALL, PLATE FLOOR SHEATHING STRAPS, SEE GENERAL NOTES FLOOR SHEATHING NOTTO EXCEED 7TALL ABOVE MISTS PER 2X6 P.T. PLATE ABOVE MISTS PER PLAN) 6'OR B' CONCRETE WAIL PLAN NOT TO EXCEED 2 TALL 601 GRADELINE _ GROUT SOLD &FLASH / =ITT=III -ITT=I II IIIII IIIII III III III III=III •.' � ��„ TO WEEP HOLES PER =III III III III III III III=III LOCAL CODE GRADELNE I I III=III III IIIIII II T III III III III=III III=III III III -III I .' � o `-. Q °�- III -III III III -ITT � s s — `� S, IIIIIIIII III 111911 III III=11I -III o o �- - _ CRAWL z III=III III III III=1I III III -III III III III u9 3 4 9 CRAWL FS III -III III III -III III III IIIJIII IN R�+ m o s E _ `� i5 SPACE H . �' 'o II IIIIII III III III III III=III III III ITT 1=III III III III=11 o -II o m Fs SPACE TT c 8 z 16 CONCRETE g 8' x 16' CONDAETE g a = g -III=III FOOTING - 1II- ro z -ITT z FOOLING a Q 6MIL POLY. `~ OPT. 4'a PEAK DRAIN TILE z 6 MIL POLY. CONT. OPT. 4'a PERE DRAIN TILE COFH REFER TO GEOTECH IT VAPOR BARRIER REFER TO GEOTECH III=III •--VAPOR BARRIER #4 HORIZONTAL REBAR PLACED WITHIN TOP �u „III Tl III-' 1 d #4 HORIZONTAL REBAR PLACED WITHIN TOP 9P, ITT-' 24'ANDBOLACEDWTTOM 'OFWALL (2) #4 REBAR 24' AND BOTTOM 24' OFWALL (2) #4 REBAR TYPICAL FOUNDATION WALL TYPICAL FOUNDATION WALL (BRICK ATYPICAL FOUNDATION WALL Peery N.T.S. FCN-0-010 m EXTERIOR SHEATHING 2z P.T. PLATE ANCHOR BOLTS OR STRAPS, SEE GENERAL NOTES 6' OR 8- CONCRETE WALL, EXPANSION JOINT NOTTO EXCEED 2 TALL 3112' MIN. CONC STAB Po' GRADE LINE I I=11I III III III=III III l II II � a ° I I IIIII - T III I I=1 I I III III III -III III I-- I I III I 6 MIL POLY. CONT. II=III III III III=III III I II I I VAPOR BARRIER III III III III ITT III III I I=III III III III=III IITI III III III III ITT III III III I I III III III= 4' PROCESSED ALL I I=11I III III III=11I III I =III III III LI T IIII I I III I II I I COMPACTED ALL g 8'z 16'CDK1IFTE _I II_ =1 III -III ° FOOTING OPT.4'e PERF. DRAIN TILE REFER TO GEOTECH PLL 4 _�_I-III • -- #4HORIZONTAL REBAR PLACED WITHIN TOP 24'AND BOTTOM 24'OFWALL TYPICAL GARAGE WALL ATYPICAL GARAGE WALL N.T.S. (2) #4 DIA RODS CONT. ON CHAIRS CRAWLSPACE FOUNDATION WALL 1 /2" 1'-0" (2) #4 REBAR EXTERIOR SHEATHING 2x P.T. PLATE 6' OR 8- CONCRETE WALL, NOTTO EXCEED 2 TALL GROUT SOLD & FLASH TO WEEP HOLES @ 32' O.C. MAX � � ',III' -III III-11 8'x16'CONCREIE g FOOTING OPT.4'a PERF. DRAIN TILE �I j REFER TO GEOTECH #4 HORIZONTAL REBAR PLACED WITHIN TOP 24' AND BOTTOM 24' OF WALL ANCHOR BOLTS OR STRAPS, SEE GENERAL NOTES 3112 MIN. CONC SLAB a: IIUI�iTi� n m II II II k 6 MIL POLY. CONT. e II II II II VAPOR BARRIER It111 4' PROCESSED ALL J Iillllililil�lli COMPACTED ALL QIIIIII m II=III• IIIII: (Z) #4 AEBAA TYPICAL GARAGE WALL (BRICK LOAD BEARING WALL DGERIOR SHEATHING ANCHOR BOLTS OR STRAPS, FLOOR SHEATHING SEE GENERAL NOTES ABOVE kIOISTS PER 2X6PT PLAN(TYp,) SHIM BEAM TIGHT AFTER INSTALLATION. PLATE INSTALL MOISTURE BARRIER TO POCKET TO ENSURE WOOD IS NOT IN CONTACT WAH CONCRETE i o 9 GRADE LINE IIIII-III III III III -II 1I III a 1I III III I III=III III III -III FEWIII ITi-I II III=III III III=III � I III I � o -i I I=� i u � i u-I i=u I I IITI 6'OR8'CONCRETEWALL NO2TAL- CRAWL SPACE8'x16'COETE F g -'TIT IIIIIII OC¶NG co 2 OPT. 4 a PERE DRAIN TILE 6 MIU POLY. OONT. REFER TO GEOTECH ITT •1' VAPOR BARRIER T#4HORZONTALREBAR PLACED WITHIN TOP —LjLN 24'ANDBOTTOM24OFWALk- (2) #4 AEBAA TYPICAL BEAM POCKET @ EXTERIOR WALL N.T.S. EXTERIOR SHEATHING LOAD BEARING WALL I YP.) OPTIONALBAICKVENEER 2X6 P.T. PLATE w1 METALTIE-RACK 77 1401V TOP FLANGE HANGER FLASH AND WEEP HOLES PER LOCAL CODE FLOOR SHEATHING ABOVE � 401STS PER PLAN (TYP.) SLOPE S ITT -III III III III -III III III -III i IILIIII .- -�` — _ ANCHOR BOLTS OR STRAPS, SEE GENERAL NOTES 117CONCAETEWALL NOT HILL (MUST MEET LOCAL CODE ) GRADE TO EXCEED2TALL 8' x 16' CONCRETE FOOTING IIE CRAWLSPACE o 9 OPT.4'a PERIF. DRAIN TILE , iI IL II REFER TOGEOTECH III_ 6 MIL POLY. CONT. VAPOR BAAAIEA z IIIII -, #4 HORIZONTAL REBAR PLACED WITHIN TOP Z I T I -III -I T R ITI-I I 24'ANDB0TTOM24'OFWALL 1'-0' (2) #4 REBAR STEP @ PORCH a �e me FCN' 40 N.T.S. FCN'050 INTERIOR LOAD BRIG WALL PER PLAN COLUMN PER PLAN FLOOR JOISTS PER PLAN GONG. SLAB PER PLAN 2" ALIGN FLOOR JOIST & CRAWLSPACE BAG WALL CENTERED UPON INTERIOR LOAD BAG WALLABOVEWHEN BAG -III II _III II II II II WALLIS PARALLELTO JOISTS, TYP TIIII II II II IBLE2zTOPPLATE DOUBLE2xTOPPLATE 1205 OR JOIST MANUFTO PROVIDE FULL III II AIDS AT 16'O.C. DEPTH BLOCKNG @ 16'O.C. 2STUDSATITO.C. I II I I II III COMPACTEDFlLL I IIIIIIII I III BETWEEN ADJ JOISTS OVER z — I II I I TT=I a II uI II II l II T II GRAVE —I CRAWLSPACE BAG WALL III III III III -III III III oo °r III III III=1 -1 IIIII III III -III III III III (2) #4 DLA RODS I III I III=I I I III IIF -III III III- TPLATE SECURED TO FTG w1112 CONT.ONCHAIRS 2xPTPLATESECUREDTOFTGwl117 I -1 ANCHOR BOLTS @ 32' O.C. MAX DUI ANCHOR BOLTS @ 32 D.C. MAX IiII r POWER ACTUATED FASTENERS OR TPOWER ACTUATED FASTENERS ITT_ APCONS @ 16 O.C. OA TAPCONS @ 16' O.C. • IT _ l=u=i a=u-=➢i =ITTpI11611I=1TI=III-I #4 HORIZONTAL REBAR PLACED WITHIN TOP 1'd' iI=III-ITi 24'AND BOTTOM 24'OFWALL 1 `0 COVERED PORCH w/ COLUMN CONDITIONS COVERED PORCH WI COLUMN CONDITIONS FleN.- \ , , , / N'T.S. TOP VIEW: FOUNDATION PLAN DM. TO CENTER LINE 'POCKET HEIGHT: 2(100R9.251LVL H=8'+MIST H N120R11P5LVL• H=10'+WOISTH 11.718'LVL• H=10.5/8'+MIST H FCNa011 COLUMN PER PLAN CONC. SLAB PER PLAN III III -III III III :IITI III III=III III t I ITT III III II III II -III III • V AIR SPACE BEHIND BRICKVENEEA o I II III III III I II III=III III II III III III III I � Q I I I I I i I I COMPACTED ALL I I III i I I N SOLD GROUT BRICK I I l I l I I I I l I l LI III BELOWGRADE 'rtr-�fr I I I=111: � IIIIII= u uI III uI uI GRADE III III -III III - III ITT III III III III III III III- - I III=III III I III III=III I I I 1- - II III III III III ITT III -III III -.' III III III=III FS J 1 III III - III III ITT -� II III IIIJII- o • -III III III III ILL= IIIIIIIII ae IIIII `IIIIIIIII I III III-11 I IIIIIIII (2) #4 REBAR #4 HORIZONTAL REBAR PLACED WITHIN TOP 1'�' (2) #4 REBAR 24' AND BOTTOM 24' OFWALL COVERED PORCH wl COLUMN CONDITIONS (BRICK) WALL BEYOND 3112' MIN. CONC SLAB 5S IIJII III II ==ITT ul SLAB PER PLAN ..III=u Iu •- Iu uL.1�l- 8' x 16' CONCRETE =III III 6 MIL POLY. CONT. z e0e s II FOOTING III- VAPOR BARRIER OPT.4'aPEAF.DAAINTILE 7.5'OA8'CONCAEIEWALL , REFERTO GEOTECH III I- u <IIIII. • : ' 1 • IIIII NOT TO EXCEED 5TALL #4 HORIZONTAL REBAR PLACED WITHIN TOP' T= (2) #4 REBAR 24'ANDBOTTOM 24OFWALL GARAGE/ DRIVEWAY t rvv J CeNa N.T.S.T. FCN-0-060 METALTHRESHOLD 4' GRAVEL 3,7 MIN. CONC SLAB, o SEE SLAB TENSION NOTE 6 MIL POLY. CONT. VAPOR BARRIER ANCHOR BOLTS OR STRAPS, SEE GENERAL NOTES #4 HORIZONTAL REBAR PLACED WITHIN TOP MIST TOP FLANGE HANGER FLOOR SHEATHING ABOVE 14019S PER PLAN (M.) ( dEi s � CAANIL i 24'ANDBOTTOM24'OFWALL (Z) #4 REBAR L 6 MIL POLY. CONT. VAPOR BARRIER CRAWL CONDITION AT GARAGE I HOUSE WALL �a F�eN 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 C) O C) H Z QO g J C) LL Y —U �00 J m J Z LLI Lu <0 W � Zo C7 Q z MY rn 2 o U Cl) 2 U F- ■ BEJAMIN NIESE, PE P.E. # 19770 IDAHO 03/17/2022 DATE NAL �pF�ss oENS�c�G�L� 19770 OF Q �! MIN N��S L DRAWN BY: ----------- VERSION: 1.0 SHEET NAME FOUNDATION DETAILS SHEET # s1Mo