|
T L" I
<br /> P'o
<br /> 8o
<br /> gi$
<br /> 2016 FOUNDATION GUIDE Z..,
<br /> D.F.P. Planning &Design
<br /> c- 5,-.if
<br /> mumps use GUIDELINES AND LIMITATIONS 9100 Baltimore St NE,Suite 106 QN w
<br /> THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS
<br /> PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE Blaine,MN 55449 •fi ''-g raz
<br /> THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONDI ACTORS AND CLIENTS FOR USE N THE
<br /> PROCUREMENT OF BUILDING PERMITS f OR PROJECTS WHICH THE LICENSEE IS USING THESE CRAWINGS
<br /> THE FOUNDATION GUIDELINES ARE TO SE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN Z L'd'
<br /> AND RDAEC E AE THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW Z k,-.4NOTE: REEmon Dale 060.0 EOE
<br /> ]6'MIN youNDS ABOVE STEP 'Z4$b
<br /> I.BASEMENT
<br /> LOCATIONS SHOWN�__-__ILLI_-_ -.. ILLI ILLI a 3 e
<br /> DO Nol L CA
<br /> I.BASEMENT FOUNDATION WALES TEN FOOT OR LESS IN CLEAR HEIGHT I FROM TOP OF FLOOR SLAB TO TOP 1'O r 10'LONG AN HONBED u:<°'....18
<br /> OE CONCRETE WALL AT SILL RLATE DEARNGNOT NECESSARI LV BASEMENT CEILING HEIGHTI. FURL HEIGHT GARAGE FROST 04 IC LUN(''ANCHOR WOpp FRAMING gBOVC By OTHCR9 m
<br /> a STRUCTURE HEIGHT IS NUT TU EXCEED TWO STORES A30VE THE BASEMENT. I WALL WALL N IIOI TO;T-MIN FMBE01 II BOLTS 0'MIN EMBED, O d o,w aAX OR
<br /> OVERALL BuR.DING IS Assumto TO F ALL WITHIN THE
<br /> 0 BTRUCIC PLAN RCVIEWTAS NOT BEEN PERFORMED. I E BEAMIIGM FOUNDATION WALL918 PERMITTED.E TKWSOF iNE CODE ASITE 6Y 72'OG MAI.UR ®]TRAP NHORS
<br /> 5 EXTERIOR LCOPI IBLOTEMAWNAON FOUNB TION WA LS W WALLS. \ EQUIVALENT METAL EQUIVALENT METAL.
<br /> STRAP ANCHORS --SAILD PLATE TO MATCH FRAME WALL STRAP ANCHORS -------FRAMING R SILL
<br /> 4. RADE
<br /> PING
<br /> AWAY
<br /> OM
<br /> N
<br /> STRUCTURES CON9TMJCTED OF WOOD FLOOR.WOOD ROOF AND WOOD WALLS ONLY NO PRECAST ORi•, ABOVE PLATE BY OTHERS
<br /> LOOKOUTCIL
<br /> WALL -
<br /> IR 5 ---16"MAO FOR A'THICK STEN
<br /> 6 ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTLPAL j 1 'Rw.1 *1 24'MAX FOR 6 THICK STEM
<br /> ENGINEERING DOCUMENTS .. j _
<br /> 'I S --CONCRETE SLAB-ON-GRADE BY OTHERS U '-- _-_ IT)H x CONT
<br /> I COLOWEATHER GUIDELINES' 11 - i -'i- FWNOATION - ■ SLOPE GRADE OUAWAY FROM TION\ TOPHORIZONTAL9AN Ai
<br /> Y • • SLOPE GRATA AWAY FROM
<br /> ON
<br /> E TO
<br /> OBTAIN
<br /> nlIME MID
<br /> 1 AEGON RAC EROND CONCRETE EKPLIER CTED CONSTRUCTION
<br /> CONDITIONS THE
<br /> EU WHICH AIWLL ` REAR fROSi WALL , -'J -/ A' I REPRESENTATION
<br /> S11D kTPOTRpN OPTIONAL STEM WALL -�� _ FOUNDATION 1 TOP OF WALL
<br /> TI EOIMTELY PERFORM UNDER THE EXPECTED . USE OF ADDITIONAL L� j N
<br /> •
<br /> NA
<br /> CEMENT,HIGH EARLY STRENGTH CONCRETE ANNER 4 LACE C1T RECOMMENDED AT 6'MN tHICN CONCRETE -SCEP _ 2.STEP PURPOSESERAPPLY I MMIMUM TEl TO iW W r INROAD HORIZONTAL BAR AI ..
<br /> TEMPERATURES AND CONDITIONS EXPEL TED LESS THAN TWENTY DEGREES F.
<br /> POSSIBLE
<br /> Y NOT
<br /> 2 DELIVER CONCRETE WARM AND INArIMELY MANNER PLACE CONCRETE EAILYNTNE DAY WHEN • J
<br /> ONLY
<br /> 3 DO NOT ADO AED WHENNAL WATER 10 THE CONCRETEEXIST THE USE OF WATER REDUCING AGENTS IS 6'FMINT IICKK.SEE OTHER BOtH TOP a 90T HORIZONTAL B �yF uawL
<br /> REBARCTGT vATH DOES NOT
<br /> EED ZEN TAO BE IIRESHEATEO BUT,s TO RE FRF,OF FROST.SNOW,AND ICE DETAILS EOM MORE INFO- -.SEEP 5PACEVATIOR EXTENDEDA O121 04 TO Y45 MATCH sill.PLATE _--. •6'4IN CRP.CONCRETE FOUNDATION 6'MIN MONCIP J .Ili H L1F -
<br /> RECOMMENDED WORKABILITY CONCERNS NO CONCRETE 15 TO BEPEACEDNT SNOW OR IN EL
<br /> NG RE• RESENTS
<br /> 5 BLANKETS DR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24 OF THE WALLS OPTIONAL CONTROL JOINTO BEYOND EACH END Of STEP WALL CONCRETE A 'B IO
<br /> WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL AT EACH END OF STEP ---_._ '•. FOUNDATION WALL
<br /> WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DECREES E 1- - ---INSULATION BV OTHERS I ^ _ 1L
<br /> "THE ABOVE COLD WEATHER GUIDELINES AAE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER N 777 OPTIONAL AT GARAGESI .a3'
<br /> REQUIREMENTS ARE TC RE HOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE, n SI W 3'
<br /> HOW BARS -,bi-Q_
<br /> C WALLS Fc-0000 PSIa26DAYS TCN'AB(7TTOAL MA%IS-MINEMBED 4"20:DOWELS 'MIN -11•N
<br /> '1 ,-SLABONGRADE 0 8I
<br /> n EMBED CENTERED IN WALL W
<br /> MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER I o
<br /> CONCRETE FOOTINGS.FT•S000 PSI0 26 DAYS TOR 1000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES i
<br /> UNITE NT CONCRE`I OR 3A'Of,(SANDY CLAY S011l
<br /> A WATER AND VAPOR RESISTANCE Al LEASTEOUIVALENTTTO 500D REBARFST TABLE CONCRETE. PLACED TED E V ON BOTH STRIP FOOTING SEE 551 (M 2d O C/CRAY SOILA
<br /> + A DOWEISARE NOT 46'OC,SAND SOI I 'I N�Qa
<br /> OO
<br /> A.Y D-UOWELSW iTOC
<br /> AGGREGATE: FOOTINGS 11,MAX EO REQUITED FCA YLE ON BOTH T OR _ .,_ 0 �V
<br /> WALLS RUBS FO .'+IDOWELS MUST BE WETROWEL) I
<br /> DRILLED AND EPDXY GH(KITEU
<br /> •
<br /> EXCEED 0'ALTERNATE I ,
<br /> RE IN FORCING STEEL .-BARSASTM 465fRADE 4D FOR BUNDLED HORIZONTAL BARS • r SIDES IN NOT TO
<br /> 45-BARS ASTM A615 GRADE 60 12':4 (No6 Ii DETAIL B - HERE N ORCFD CCWCNEI E STRIP
<br /> EACH SID,.
<br /> TREATED SILL PLATE SYP ORAD,$20RBE11E11 - - I LOOTING iStE S'S OLE INS FLXi
<br /> 1344••L2H5LL OR IT MN WIDTH IF
<br /> ALLOWABLE SOIL HIGH f(OTING MAV BE - n
<br /> BEARING PRESSURE '500 PSP MINIMUM • 005-01E6 I EXTENDED PROVIDEDI CLAYMAXUNBALANCED
<br /> BARS ARE PF ACED AS .1
<br /> .,I
<br /> 6' AX UINOACKFLL
<br /> •
<br /> GENERAL NOTA SHOWN I- i
<br /> 1.DO 1401 BACKE LLL BASEMENT WALLSUNHL THE CONCRETE HAS REACHED AMINRRAICOMPRESSIVE CONCRETE STRIP • - STABLE BANK
<br /> �H.
<br /> STRENGTH OF 2.253 PSI IN ADDITION DO NOI BACKE ILL UN TIL THE BASEMENT WALLS ARE LATERALLY
<br /> SUPPORTED BY THE F NAL INSTAL LED EL cXM CCNSTADETI]N AT THE TOP AND 80TTOA1 UNI ESS FQOl IN(T :2'MAX SPAN I
<br /> AOEHJAIE SHONINGIS INSTAL LED AS REQUIRED SHORING IS THE SIDLE RESPONSIBII ITT DF THE of NERAL I - -- 4
<br /> CONTRACTOR DETAIL A
<br /> 2 STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS
<br /> 3 ...'DEEP BY JI:WIDE BY CONTINUOUS KEYWAYS MAY If USED 114 LIEU OF DOWELS FOR FU I SHORT AND j'
<br /> ADSL WALLS -.FOUNDATION DETAIL
<br /> A5rR1PFDOTINGTowuLCENrtHLINESMnYBEcxfsEluPrUr.rWtvFRAMINIMMDE2'aslalP 2 WALL SECTION 3 WALL SECTION
<br /> c0p1!NG IS TD EXTEND BEYOND DF WALL FACEtIN EACH SIDE 1. SI ' tAn
<br /> Al FOOTING STEP LCK:ATIWS i- 51 . WAKOUI WALL CONDITION ' SI - LOOKOUT WALL CCWUIIION
<br /> 5 PROVIDE COO,.RECUIR ED FROST PROTECTION TO THE BOTTOM OP ALL FOOTINGS -- --
<br /> 6 SLOPE GRADE DOWN AND AWAY FROIA THE STRIA.TOILE A MINIMUM OF 6'WITHIN THE FIRST TEN FEF T
<br /> UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED
<br /> 7 BOTH MATERIALS AND NSTUL U TIN OE DRAIN TILE WATER PROOFING CONTROL JOINTS.f LASHING AND
<br /> INSULATION ME TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR.UNLESS NOTED
<br /> OTHERWISE
<br /> O
<br /> tl OT RWI WIDTHS SHOWN ARF NOIRE.iBUFNSOUNNOTEDHE
<br /> NS LESS NOTED OTHERWISE OVT RA.1 WAIL
<br /> THICKNESS MAY VARY BY IIP TO'';'FROM THAT SHOWN ON THE DRAWINGS T
<br /> I REINFORCINOPLECEMENTTOL ERANCEISNOT TOEXGEED','.BARS BENGSPLICED ARE TOBEWITHIN?' ..i..
<br /> Of CENTERLINE MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND NB BAR 1�1.�
<br /> DIAMETERS FOR GRADE SC STEEL IPING 15 NOT RLOUIRED PROVIDED THESE TOLERANCES AHE MET
<br /> 10 PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL EARS AT WALE CORNERS AND INTERSECTIONS.
<br /> HORIZONTAL BARS MAY BE PLACED ANYWHF RE WITHIN THE NAL I AS LONG AS A 2'NORM IM CLEAR COVER
<br /> 15 ACHIEVED ON ALL SIDE5
<br /> t1 RFWfONCINOMAY 9f.BlNDIFD OPTSAMAXINK)M Of THREE BARS _ WOOD FLOOR
<br /> 12 DOWELS MAY BE DIALLED AND GROUTED IN PLACE VERTICAL BARS AND DOWELS IXO NOT PILED TO ALIGNI SYSTEM BYOTHERS
<br /> VERTICAL BARS MAY BE DRILLED AND EMBEDDED S'INTO THE STRIP FOOTING IN LIED OE VOWELS. 2..6 MN SILL PLATE E
<br /> 17 111E BOND BETWEEN CONCRETE ANO RENFOHCING WILL NOT BE APPRECIABLY R1:DOLED I VERY MINOR
<br /> FLOORiiip
<br /> TO SILL W
<br /> FORM OIL IS PRESENT FOR THE CONI4TIW N CONTMNED W,THIN MESE DRAWINGS '.0.10'LONG ANCHOR Wppp FRAMING ABOVE BY OTHERS CONNECTION SEE 1 R2
<br /> t4 SILL PLATES ARE TO SE ANCHORED W LTH A MNIMl1MU TWO ANCHORS PER SILL SECTION ALL SECTIONS BC%.LS LT-AKN ENBFDH _ -
<br /> ARE TO HAVE AN ANCHOR WITHIN 4 TO 12'OF EACH END AN ANCHOR IS TO RE PLACED AT ALI WALL. fOUV N ENT METAL ,RAMI'WALL ABOVE z*___,rB i "----'-' -"- _ ' "-'.?
<br /> W 22'O C MAX OR 511 I.PI ATE TO NATION
<br /> CORNERS AND INTERSECTIONS ON WALLS DORF THAN TWO FEET IN LENGTH WALLS TWO FEET OR LESS IN - ANCNORBOL TS SCF
<br /> STRAP ANCHORS - — GRADE 60 B6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w Fe=3000 PSI O
<br /> LENGTH REWMEAM1NRESL OF ONEANCHORREQUIREMENTS FOR STEM WALLS AND BRACED PANELS OPTIONAL SIMlEDOE •,1 WAIT ANCHOR NFO 4LH nP:7„x11..11.7 nxI.
<br /> SLOPE GRADE AWAY FROM
<br /> MAY BE IN EXCESSS THESE GDESII SINNER
<br /> S. AC INCH WASHERS ARE ONLY REIJUIitEV At FULL HEIGHT C[WTRAf(IR 1E10 OF WALE 011 Z'S2
<br /> FOUNDA TON WALL.S BUILUNG DESNNER IB TO ACCOMMODATE LOAD PATH FOR ANY VER IC AI LOAD TEMPORARY TOP OF WALE CONCRETE SLAB ON GRADE
<br /> FOUNDATION - -""-"---'-----'— Y BACKFILL TYPE
<br /> TRANSFER(WEE A SILLLPL ATE OVERHANGO'ANDITON BRACNOUNTII.BA SEMCNT 4 a M CLEAR HEIGHT BM:KEEL HEIONT
<br /> IS ANCHOR BOt.TS DAME TFR OR LARGER ARE NOT RELNIIRED TO RE CORROSION PROTFC TED IN SLAB ON GRADE 151/4 PLACE y - EV IAN.CII SEE S'I SEE S]I SAND ISO ESEf f; SANDY CLAY 145 PBFf I, LUV,&;PSE-Ft1 RR�,
<br /> ACCORDANCE WITH CODE SECTION R3•')3 I EXCEPTION 1. ;KOOKS INTO BASEMENT SLAB Iia •_ FOETNXA rI e" r0' 11- 6 WALLTHICKNESS WAIL SICKNESS 1�1
<br /> I: CONCRETE WAIL THICKNESS PA 4�
<br /> HI
<br /> F T R R TOINSTALLED PROVIDE RE -- I V
<br /> i 6.ALL PRE MANUFACTURERS
<br /> AS ENE BMCCOMECTURSA E BE HB ALLCD INAC(:(MDMCE WITH DU WIRED TOP OF ¢¢ / IO' IY B 1a' 12-
<br /> THEMANUFACTURERSREQUIREMENTS WALE LATERAL SUPPORT'', AIo 444.40 HIJOKS L8+24-OG.BENZ OR
<br /> WALE-SEE j { a�YlA,RI AE'f
<br /> 'FLOOR BL COKING S ONLY REOUIREE Al FULL.HEIGHT FAST F..CXR NON REARING FOUNDATION WAILS I l o .\v pgILLED AND EPDXY O'FICAD TABLE 651 FOR -' B'O' T.6 NONE NONE NONE NONE NOW NONE 'J6' NONE NONE ^ O
<br /> II CARE 14 TO BE TAKEN DIMING CONCRE IF PLACEMENT TO MaaM1ZE NA)EOLIATE MOR VIJNIAL AND 9 1 in
<br /> Z
<br /> DIAGONAL COLD JOINTS AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS W ITIOU7 VERTICAL / 3 0' VERTICAL REBAR IO W= Z D'UR LESS NONE NONE NONE NONE NOTE NONE NONE NONE '• NONE
<br /> SOS ply codify Tha11h S plan.Aply IXXHTlon a report
<br /> HEINEORCEMENT ADEOUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS ASR=TED TED. GRADUEL Y.SLOPE a '^ / L� CLEAR2ON OFIZONOL BARE - = Q B,6. I a pall bymPa wderrnrISS Hslpervrsion
<br /> • 1)E 2 F ONl HORIZONTAL BARS W _- NONE--NONE NONE ]6 - NONE NONE 36' NONE NONE arM Thai 1 am a UUIy L cunFea PLotlHssonal Erg er
<br /> GRADE AWAY FROM rj z B O.. F -..
<br /> BASED ON PLACEMENT CONDITIONS TO ELIMINAtE HONEYCOMBING AND TO ENSURE SUEfICIENf BCNDIIM. -GRANULAR MATE CLEAR WIGHT OF ENO-OR MORE xi VII VO NONE NONE NON, •36 NONE j NONE 36' 1 NONE I NONE BRIM,TM MOUE OT Ne Stare 0 MmnespTa.
<br /> O SACHIEVED. FOUNDATION PER --- _
<br /> 134Nx„ONT HOPIIONTAL BARS --- - -.-- - Icr'I
<br /> TOP AND BOT TOM OF FOUNOATON WA I LS ME TO BE LATERALLY SUPPORTED PR KOH Tr,BACK FII INC. GENERAL NOTE ,, Ig IU441CONTNUCUS HORIZONTAL O'' '.. Z'0' NONE NONE NONE NONE NOTE • NONE '36' NONE NONE Sirletl. FMCS
<br /> MEANS AND METHODS OF tArERAI SUPPORT ARF.8Y OTHERS _OAR ST TOP TINT OF WALL
<br /> H011170NtAl. _ 1 2 CLEAR �, 1121
<br /> 6 9'OR'"ESS - I t
<br /> NONE NONE NONE NONE NONE NONE NONE •NONE NONE
<br /> 45 VE RtICAI.BARS 44 24 O 0--: 4'6 •M' I NON, NONE JB' ''IA NONE 2A 1A' NONE DP:Name NCI HanSOn N
<br /> CENTERED IN HALL TO AID 44 BAR02A-OC IW' : N.. ILLI ILLI ILLI_ _ - MV
<br /> 444.1'0'DOWELSON
<br /> O.0.-.. S.O. - i _
<br /> '>6 NONE NONE 76` NONE NONE 2A 24' NONE pale 11-IB Lrense NwMeT A
<br /> TINE REDUCTION OE'CRACKINO MAXS'MM EMBF01 ---- .-.. _i_.•
<br /> - _-.-• ." IRAN
<br /> MDBACKFILIINOISUJ;ES PRIOR FOUNDATION WALL- 9'MIN CIO C(NCHETE CONCRETE IC•9' B'0 NONE NONE NONE+J6' NONE NONE b NONE NON, Zd
<br /> - INSIDEOP FACE RIGS SI SLAEi-ON GRADE j_�, 6.0"OR LESS NONE , NONE NNONE NONE
<br /> kNONE • NNONE ONE-1 NONE•.NILE • NONE V O
<br /> TO TCW OF WALL PINNINT Cr. NONE G { 0
<br /> --EW PA 2'RIGID RIDER 11(W ON j yO
<br /> NADINE NONE V'
<br /> 44m 21,11.MAXIRAN.4M EDI - SL AB ON GRADE FOR NI.MIN .NOME IF F'I:-40CY1 P51
<br /> MAX 15'MN.EMBEDI
<br /> '...SIREI COTING SEs51CONCRETE 3407 KImar Lana North
<br /> SIRE.FCXJTING SEE 5 51 INREINFCRCF D CONCRETE STRIP
<br /> (DROP FOC;FROST A FROST AS F DOTING PER CODE OR BY BUILDING
<br /> •REQUIRED PER SITE DE STEIN) Pyxa,m MNSSNAIiNI DESIGNER AS AN ALTERNATIVE GUIDE
<br /> GENERAL STRIP FOOTING SIZE GUIDER USE TABLE SHOWN AT LEFT EQUIVALENT VERTICAL REBAR TO 112 708 3572 DATE.
<br /> OETA.L ABOVE MAY ONLY BE UTLIIIZED FORA LENGTH OF 15'9' - - - --- 55 W.haTmerN 0PlArar.epe ‘4.44"
<br /> - - - Snl ONE CTVTF TWD STORY SUBSTITUTION TABLE !R!VW 1
<br /> STRUCTURE011
<br /> STRUCTURE .MEN' NS®16' N®)IGRADE 601.44 O A'IGRADF AO
<br /> I _. .._�_ _.. _ — __-___ 6-91-16 KN
<br /> •20D]PSF 16'WIDE.6.THICK 201 WOE.r NECK MS0Sr-AS024-.ab 15.(GRADE 60-N ND 12-,GRADE AC 6.6-16 KH
<br /> 20'WIDE r a'THICK 26 WIDE x 6 7-19-16
<br /> SITE ADDRESS:
<br /> S0 PSE r, THICK j 006'0)44101400 601 611.16
<br /> NOTE TABLE ABODE ISA GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED By HOME
<br /> DESIGNER AND IS BASED ON 25 0 El GOR SPANS A 50'0'ROOF SPANS
<br /> WALL SECTION REBAR TABLE
<br /> 4
<br /> 5'L WALL SECTION ' SI t
<br /> SI+ EXTERIOR UNBALANCED FILL ` SI FUILHE CHIWAL CONDITION
<br /> CONDITION
<br /> Cry' Saw.II&bp:_ DRAWN W,
<br /> KM
<br /> PEWIET Number. 6001 OOML N0.
<br /> Date: Janusry 1.2910 S
<br /> STRAtA 1 9I 2 v 61EET NO.
<br /> O COPYRIGHT,1ANSON GROUP LLC 2016
<br />
|