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<br /> FLOOR SYSTEM.TYPE NOTES: D.F.P. Planning&Design N, LL
<br /> SIZE.AND SPACING TO 06 11 -f100R TO SII I CQVNFCTON AT Y2^O ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS' I. MAIN LEVEL FLOOR SHEATHING TO BE"i"PLVWOOCOSB PLACED IN STAGGERED PATTERN NAILED w O IJt'OX J' W
<br /> DETERMINED BY OTHERS - EACH MEMBER SEE TABLE BELOW A.IEANATrE OUVER AWE A.wI ! LONG NINA
<br /> AILS lt'6'0C AT PANELS EDGESS j 2'0C AYD PANELINTERIOR SUPPORTS OF EQUIVALENT 91008altimore St NE,Suite 106 pN W
<br /> "O ANCHOR BOLTS s.NUT B'�THICK- ()_ --WASHER TO BE COUNTERSUNK NOTES 2. SALT IN BLOCKING ARE TO BE PLACED SUCH TIMI THE WOOD GOES NOT SPL11. Blaine,MN 55449 W o
<br /> BACKFILL TYPE 1. MAW LEVEL FLOOR SHEATHING TO BE':PLVWDODOSB PLACED IN STAGGERED PATTERN NAILED w 0.131'0A
<br /> .YO(M SQUARE WASHER SEE SII II FLIISHn TOR OF SII.E PLATE 3_ BIOCKI4G MEMBERS SHOWN MAY BE REPT ACE D WITH PRE MANUFACTURED TRUSS STEL E OR FULL DEPTH MEMBER 826E
<br /> FOR SPACING IL EMBED MINI 3'LOG NAILS AIG OC ArPANELS ES a rm11'OC.Qr PANEL INTERIOR SUPPORTS CF EO11NA1 ENT v
<br /> CLEAR HEIGHT OA:JLFILL HEIGHT 2 NAILS M BLOCKING ARE TORE PLACED SUCH THAT THE WOOD DOES NOT SPLIT BLOCKING SUCH ASI JOIST OR LVL DESIGNED FOR•.500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS 10
<br /> METAL STRAP ANCHORS TO 82 .-SEE FULL.HEKBHr WAL1.SECTION „SEE ST) ISEE 571 SAND SANDY CLAY CLAY 3. BLOCKING MEMBERS SHOOT MAY BE REPLACED WITH PRE MANUFACTURED TRUSS STYLE OR FULL DEPTH BE LSED AT MINIMUM. CO'wm
<br /> INSTALLED AT MANUFACTURER _1�.:. ONS SI FOR FOUNDATION WALL 130 PSFR) T45 PSFTT) (6O PSFTT) MEMBER BLOCKING SUCH A I•JOIST OR LW DESIGNED FOR 1.SO0 POUND LATERAL COMFRESSIVE LOAD. 4 BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS.IE REOUTIE D USE ADDHIQNAL 244 SPACERS AS
<br /> ECBOARD OR SPACING ism;sir ZAH SILL
<br /> MENTS _ 4. BLOCKING DOES NOT HANETO BE PLACED IN ADJACENT BAYS 1P REQUIRED USE ADDITIONAL SPACERS AS SHOWN 1N FIRST SPACE a
<br /> RIM BOARD OR BRACING I saglbn
<br /> L ZvB SILL PLATE TO BE USED w' e 0 6 2 Z AB 5 ROLL'S MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO a-*DIAMETER MAINTAIN]'EDGE DISTANCE Ranson Dale De
<br /> NAILING SHOWN IS TO BE WED AT MINIMIMI pp
<br /> P H S
<br /> MATERIAL BY OTHERS ;3 MAXIMUM OF ri OVERHANG 0 J2 +2 - 60 SHOWN IN FIRST SPACE. /1 m;'�H°
<br /> 2.6 SILL PLATE MINIMUM-" (MAINTAIN 215 EDGE DISTANCE - -- 5 HOLES MAY INSTALLED I BI OCKING E REOUMF.D UP TOW MDIAMETER,MAINTAIN 3'EDSE DISTANCE �1 ;u
<br /> SLOPE GRADE AWAY ♦ 60.OA LESS 72• y2• T- - TMECtANICAL IAS REQUIRED)
<br /> LRCM FOUNDATION TO BOTH CONCRETE AND INSIDE 2 I
<br /> BY OTHERS Ca(leg
<br /> OF SILL PLATEN VERTICAL LOAD 6•a• 7r 48' 36' .„--------S.
<br /> -- NAIL SHEATHING TO BLOCKING ' BY FRAMING
<br /> IN RS !If
<br /> SAND
<br /> BACKFILL TYPE CLAY
<br /> TRANSFER BY SUPPLIER - -"--
<br /> TRUSSWOISTCONNECTION FOR FULL HEIGHT WALLS"^ rOn l LESS it ---^ 7Y -'---- 7T I 1' A -D+310.3•LONG
<br /> n.llzl0,3,'04"LONG NAILS •
<br /> CLEAR HEIGHT FLOOR MEMBER B6' JT 36 N' OPTIONAL OPEN SPACE AS SHOWN 1 ! NAILS@,0.C. 11
<br /> !SEE 511 SPACING
<br /> ---_- OR SHNI FOLD HEIGHT BLOCKING
<br /> So PST FT) )4 ) _-.. BO --.. 12,VHING TLCWGNAILS -FRAMING �, BV OTHERS --
<br /> SPSFR 11
<br /> 6' A A I6CBSF CTI T..O BCM LESS 2• 272. 2- •NAIL SHEATHING TO BLOCI(INC JOIST /�. BY OTTERS R�ii�i 11 •
<br /> _� t�I' I-RV OTHERS
<br /> RIM TO SILL
<br /> ID O' JY 7T a9 •
<br /> O.1J101TLONG NMlS'@6-OC / s'MIN CLOBIO 0212,13 O.
<br /> 24.. A AAAA 0 -_. C i I I I I I Irt:t1 y :.-STRUCTURAL RIM BOARDED'OTTERS ' SIDE OE BLOCKING OR TR)
<br /> 1 3•LONG NAILS EACH
<br /> "';'O EPDXIED THREADED ROD S-6'EMBED MAY BE VSED AT SPACING SHOWN TYPE D CONNECTOR 60
<br /> 6' A B C ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS"' F TYPE D CONNECTOR • Z x 6 MING SEE 152 '-_--__
<br /> 9D'
<br /> IB.1- A __..- B-__. __.. 0 -... slos,n,n,DX4..I.IHn4.2 11 / 60 BLOCKING SEE I S2
<br /> L1101061111911161101111/131 I. 1
<br /> 1
<br /> I(IA .' SILL PLATE z
<br /> 21• _...A _. C D._. BACKFILL TYPE - , • -FOUNDATIONVJAIL SFE
<br /> +6' A C 0 CLEAN HEIGHT BACKFILL HFIGH I - ZF 6MIN TRUSSES BY OTHERS ' OTHER SHEETS FOR
<br /> SAND SANDY CLAY CLAY /
<br /> (SEE SJI ISEE ST SILL PLATE
<br /> PROVIDE 1.a MM BLOCKING-- ANCHORS 8 WALL INFO N
<br /> A 0 0 130 PSF'FTI 145 PSFFT 160 PSE'FT I I I r Ill an
<br /> '' 4B d4- - 16' ` FOP ANCHORS
<br /> WALL SEE OTHER SHEETS TOP 8 BOTTOM OF TRUSSES j n.-SLOPE GRADE AWAY -
<br /> 2A' FOR ANCHORS 8 WALL INFO AS REWIRED TO ACHIEVE
<br /> B D D -- ---_ __ .__-.._ ..--,_ .�___.. XKSiS BY OTHERS- fJIIILING SHOWN s , FROM FOUNDATION *a 111
<br /> 80' %0 60 30 18• 1-
<br /> CONNECTION A (4 0'31'0 J'TDP NAILS AT EACH MEMBER -" - - '--- --- ---"- PROVIDE BLIX:KING - •
<br /> INSTILL''121 O.IJ t O n a'
<br /> E O'OR LESS J2 J2' 38' / FOUNDATION
<br /> GRADE AWAY FROM s,
<br /> -- -- --"- ----- A3 REOII!REO TO gCMIF.VE M TONG TOE NA l4 LL
<br /> CONNECTIONS (40 NINON TOP NAILS AT EACH MEMBER 56- 30' IB' It NAILING SHOWN(MIN2 { I fOIINDAT10N zo
<br /> 1' 10"PLYWOOD OSB ONE SIDE T - - IF REMISE 3 PROVIDE 1.4 WN SPACERS ....32 O'U
<br /> CONNECTgN C (1)O+Jt'O.J'TOP NAILS\MECHANCAL CLIPS SIMPSON A35 USP MEAT 011 USP IX AT -- SPACE SI BI.OCH TNG FIEIGHT '. R W-
<br /> EACH MEMBER '- ! e REOUIREO PROVIDE 2.4 MIN TONG NAILS TOP 8 BOTTOM 181.(X;KING SYSRM SHOWN_ A 6 BOTTOM AT MECHANC,AL.UNTIL d NKK_w
<br /> �.. 80' 36' 20" IS' TO MATCH JOIST DEPTH _.- - OF BL OCNING•w16)C 131 O.3' I SEE 252 FOR SPACING OF Too
<br /> (2'O,J+'O.J'TOP NAILS\MECHANICAL CLIPS SI1PSpI F WANZ"OR VSP DJD" - --- BE OF LUMBER.I JOIST OFT 1 C,FS IN WHICH BTOCR ING CAN RF �Q �
<br /> 1'S'OR LESS 72' ]6' 24- EE.S2I OR SPADING OF �F7
<br /> CONNTCTCND 0131,2V'0P 3T TOP
<br /> pi ME HA,C At IPS SOEMBER OTHER MANUFAC I URED BLDG-MING SYSTEM SHOWN SPAGERSUNTILSPACE S INWIIICI I FULL ORI?PLYWOOD.OSB EACH 3'AIIFD,TOC NAZI TO FLOOR MEMBERS
<br /> S'6" 16' 12" NA MATERIAL A PEACH HEIGHT BLOCKING CAN BE INSTALLED, SIDE OF BLOCKING EACH'S ':2)01310s 3'I ON:I NAILS ZS
<br /> 'EVIAN/TO RE USED WITH A MIN 1 O SS RIM ANDLOCATED4 INS•CIF EACH BOTTOM BRACE
<br /> SFt KIST TRUSSES Ill OCRING TO JOISTSH TOE TOE NAR TO FLOOR MEMBERS EACH END '!IC 131013•LONG NAILS 443.
<br /> FWANIMUST BE IN CONTACTWISHA TRUSS OR A MINIMUM 2.4 CONTINUOUS BOTTOM BRACE MIISI BE IN PIACI 50- 2A' 14' NA NAILS EACH END IOP a BOTTOM ® LnV
<br /> C'
<br /> "LIG IS TO Bt APPROpfl Lal ELT SIZED BASED ON MEMBER WIO1H. 10 8 0' 42' 24" I6-
<br /> '-'MEMBER MUST BE A MINIMUM OF I'WIDE FOR PLACEMENT Of 12;SIMPSON A35F 12,VSA MP,a ---- ---- --- ----- -. _. _ -__
<br /> •"'CONNEC DONS ARE CLASS!HED A IO D.ATH U BEING THE SIRONGESr IT IS ACCEPTABLE TO LIST.A 0'.OR TE SS J2' 42' 24" v'
<br /> 1 .
<br /> STRONGER CI Ass CLJNNECT ION THAN NOTED IN THE TABLE ARCVF '•APPLIES TO MAB IS.FAI,MAB23F A2'IAASTAS :OEXPANSION ROT T, 6'EMBED. ILLI
<br /> ','0 SELF-CUT TING ANCHOR BOLT w 4'EMBED.OR SIMPSON FWAZ ANCHOR •
<br /> •
<br /> CONNECTION INFO__ Z WALL ANCHOR INFO. • BLOCKING DETAIL BLOCKING DETAIL 1
<br /> - -..-
<br /> S1 TQP JFWALL CONNECTICM TO 311 ANCHIN BIXTACI AL1EgNATNE f 52 GIODR_OISTRXPVDITKy4 32 FLOOR TRUSSC(JNDIi1pN
<br /> ELOON SYSTEM SPACING --
<br /> I
<br /> LL1
<br /> O
<br /> •=
<br /> NOTE INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6•Cr OF VENEER TOTES: ligr)
<br /> 220TH IU INCREASE BY THICKNESS OF VENEER MUT MULTIPLIES ES NUMBER OF STORIES ADD RETRAIN WALLS OR BUl TRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER 10 CENTER
<br /> IN
<br /> -FRAMG BY OTHERS I WIDTH EXCEEDS DIMENSIONS SHOWN.
<br /> VE NE ERUR . r ' SICK)P WAILS REQUIRE MINIMLIM16'WIDE 16-DEEP CONCRETE STRIPFFKJTING
<br /> SLAB ON GRADE YVOQU FlOpq -FLASHING a W000 1.1.1OTHE
<br /> VENEER OR
<br /> PROTECTION BY
<br /> BY OTHERS OTV SL ABRIN GRADE ' OTHERS
<br /> ERS 9RS
<br /> (
<br /> BY OTHERS . FRAMING EY 3 B EACH WAY MIN fi fL STOOP ,
<br /> _ le 5'WAII --FL OOR FRAM CM
<br /> OTHER5 {S-3 EACH WAY MARE FLOOR SYSTEM BV DERSOTHEt T SLAB BY BII�CK NI] Z
<br /> A OR NOT PLACE CiIR0ER5 D HkR3
<br /> SLOPE GHADE - I„�•y 6'HK',H MAA. SLOPE GRADE -.�'• 1. dT.BEAMS OVER 13 f"g➢in"WAIT. . ,.r.,AAAA.,`�
<br /> AY f JM .Yj _ 3y I DESKRLDEOE TE R 5 1- O
<br /> AWNDATE. ' S6.TEM CK MIN AWAY FTiOM ('P ii DESIGNED FOR 1500 PEI -BASEMENT •1
<br /> FEli DAT STEM FVUNDArpN�- - ',...4,,
<br /> W
<br /> HIGH AIAX SLOPL GRADE AWAv !11 F4 HOHIlONTAI.0AR5 •
<br /> `v I THICK MM FROM FOUNDATION • TOP&BOITOMOF ;I a"1 I
<br /> FOUNDATION ..!. •I FOUNDATION WALL i STEM _Y� i,+ WNO WELL LINTEL EXTEND 24"SEN C _ EXAMPLk,.OHNEH I 11-I -FLOOR T
<br /> WALL SEE S7 ) OIL SIL OR S5 THICKNESS TO N HORIZONTAL.BARS LAOOER ESCAPE PAST OPENING EACH _ i OR S1 RAs1GHT WALL CONNECTION P♦ �M
<br /> MATCH SIH. .w•"-SC CENTERED '1' MEANS BY :_4y_-ENODW000 ON STFEI •�u OPIpN3 TVP SEE SIG V •
<br /> PLATE IN WALES �, OTTERS r OPTION BY OTHERS( -I "� Z A O
<br /> DETAIL B HIGH GRADE DETAIL LOOKOUT uP^ D �I ' 3 3 s1 Q; PA a
<br /> 9NA,001111 tM6FK1 FRAMING BY OTTERS 1M 041 HD91 w4LT TOlOU LATUS i1 �1J i BACKFILL BELOW -1'• ,1,..
<br /> WALL SEE
<br /> INTO fWNpATION I' WILL BEYOND
<br /> J C P.CONCRETE I I,ereU tlHil IN81 INS
<br /> CORNERS AND MOON . § 5 O Y c y Plan.spurs I I sport
<br /> --t AL BEYONNIAI BAGS +y •^ -'^ 6 r ADJACENT was prepared by me a Soder my tlu a supervision i
<br /> IHFFER 1051551 PT ANS FOR 2
<br /> and lltailam adult'Lcon6Bd Prole' IEtgln9er
<br /> • TOP Of WALL \ I THICKNESS& urger lne Wwa or the SINN of IA',roma• W
<br /> HOR2 BAR FOR
<br /> ! E%TERMOR SLOOP SIAAS •-
<br /> I YKIOD MIWR •
<br /> RE.OVINEMENTSw tl" OPC ,'kT •L E, B'MIN C I P CCNICRETE.•- Si00P AREA WITHCOMPACIED I MAXIMUM WALL Stoned
<br /> I SYSrEA eY TIP.WALLS) �`� WADI.SEF FOIL HEIGHT
<br /> THAN ROSMATERAL SIC FULL `
<br /> VENEER OR - ` -A VENEER CM- ,_�, SLAB ON GRADE 6"MINCIP CONCRETE .. 1 1 WALL n' TO FROST DEPTH A 1- SEE FULL c
<br /> s OTHERS c4 vERtICAL BARSLL -PLACE 121 Y4 VERTICAL _ WALL ORCEIN SI )
<br /> .{! OINFR9 SLe (OTHERS _ �. f BARS FULL HEIGHT AND " 4r:MINIMIIMI ,•j HEIGHT WALL I PI'n!Name NcX Hanson tg .
<br /> _ - 1 j SEINTOACJFOR
<br /> e'MINC P CONCRETE
<br /> SLAB ON GRADE DY OTHERS I EXAMPLE'"I'
<br /> REINfOAGMG pale. I 1 18 License Nwnhel'. 46865 O
<br /> - - GRANULAR 2
<br /> BY
<br /> 6-MIN TH)CK STEM --J MATFRI4 cICI6.0•'WALLc+O'B Cm B'WALLC Z
<br /> SLOPE GRADE---AWEY OTHERS
<br /> E - + 8"MIN TnCN CORNER OF WELL 'LOOKOUT WSANOI _.SLAB 113'6'0D,O'WALL +38'R un WALL G+0.5'LQ6'WALL� c �/OYyy
<br /> I
<br /> o ' STEM - SEE 55 V ONE ANCHOR w•IN 12.OF IT 6'®8'WALL F•Y
<br /> OUNDATA3N �r OPENING EACH END H ___4 �,
<br /> EACH OUTSIDE
<br /> FROM NOPE GRADE
<br /> FOUNDAAWAY RION •
<br /> I'. \ +36'in IT WAGL,13 A-0 l?WALL
<br /> Ya DOWELSO 36'OC UY4.2'D DOWEL - I S ,1 ` SIE
<br /> EMBEDDED 42 INTO ' EACH OUTSIDE Y 0
<br /> 4�11 -s 1 LOWER WALE -- I- .I •' •�.._.S RIP(FOOTING EED EIFILL �- f ICRETI I' l 3401
<br /> FOUNDATION Yom•, - EMBED MM EMBED( �,. p 01w o 2 www.han KJmer LUN SI4I
<br /> -,I4 DOWELSQA CORNER OF WELL 13'
<br /> Son.4
<br /> I INTO LO E014' ItWID STRIP FOOTING
<br /> MIN- HEIGHT WALL SEC-IRON S-SI N Pl Tel
<br /> DID MN 55x41
<br /> WALL SEE 52 I FOUNDATION WALL .-I INTO LOWER STRIP FOOTING i TN tl8]SO2 DAM
<br /> CLEAR SEE S6 j WALL ICENTER -OPTIONAL RIGID ^I--+-,-+- i, „"
<br /> • IN STEMWALLI MSULAIION WIN WINDOW
<br /> RI
<br /> QPM^^ 6-29-16
<br /> ' WELL AT THE DISCRETION EXAMPLE'2' 3t__,. 6'91"161
<br /> 31-
<br /> OF THE BUILDER FOR 616(CFH
<br /> DETAIL @ LOW GRADE DETAIL @ FROST WALLS ADDITIONAL FRosr '''''T±1.
<br /> LL i SITE ADDRESS: 6.6--I KH
<br /> PROTECTION AS REQUIRED T'17.10
<br /> SRA 4 NON AEARWI: w LOW GRADE PER SITE DESIGN -- 6-11.16
<br /> EXAMPLE'3'
<br /> s BRICK LEDGE INFO6 WALL SECTION - STOOP INFO
<br /> r
<br /> 52 1 31 Al WINDOW WELL LOCATIONS 52
<br /> C,13 Slate' LST Lo:_ DRAWN IT
<br /> KH
<br /> Project Number. 6001 ^ CONN NO.
<br /> N
<br /> Date: January 1.201k S J !161!6 _
<br /> VAHIA 2 Al 2 v(.,,. 6N!!T NO.
<br /> :.COPYRIGHT HANSON GROUP LLC 2016
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