CEMENTBOARD LAP SIDING - HARDIEPLANK HZ5 COLOR TBD 3/4" T&G PLYWOOD SUBFLOOR L1 853' -8 1/8" 11 7/8" TJI 110'S 16" O.C.

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1 ? 9'-0 W8X8 ONT. STEEL BEM x x / SQURE STEEL TUBING OLUMN 0 POURED ON WLL, HIGH BEM POKET ON OTHER SIDE OF WLL SEE / S00 RIPPLE OLUMN SLE: '-0 87' '- 6'- '- S0 8' - 0 X X ONRETE W/ () # RODS EH WY S00 8'- SETION OF WLL EXTENDS OUT FOR NO NHOR BOLTS ROUND ONRETE OLUMN W/ () # RODS PLED VERTILLY & # O.. 8' - 0 ROUND ONRETE OLUMN W/ () # RODS PLED VERTILLY & # O.. X X ONRETE W/ () # RODS EH WY '- / / WING WLL 6'- S00 6'- / 9'- '- '- '-0 7'-0 9'- '- 0 PLE NHOR BOLTS O.. ON SLOPED SETION '- WEST FOUNDTION ELEVTION SLE: / = '-0 FOUNDTION PLN SLE: / = '-0 F LEVEL SETION SLOPED BLTI BIRH PLYWOOD SILL XPS INSULTION GLUED TO ONRETE WLL ONRETE SLB W/ HYDRONI TUBING / PEX PIPE O.. STPLED TO FOM XPS INSULTION PSI 6 MIL POLY OVER LEN GGREGTE ON OMPTED FILL 0 0 WLL 0 '-7 SLOPED SETION OF ONRETE WLL FOR WOOD FRMED WLL PLE NHOR BOLTS O.. THIS RE 0 / X 0 NHOR BOLTS O.. PLED / IN FROM OUTSIDE OF WLL. PLE WITHIN OF ORNERS ND OF LL DROPS W8X8 ONT. STEEL BEM STEEL OLUMN BERS ON HIGH WLL F 8' - 0 6'- 9'- SEE BSEMENT PLN FOR HOLDOWNS T HIGHER WLLS, TYP RDON NOTES ONSTRUTION/ INSTLLTION NOTES USE LEN GGREGTE T LEVEL USE 6 MIL THIK POLYETHYLENE VPOR BRRIER OVER GGREGTE, LP LL SEMS ND TPE. SEL LL POTENTIL SOIL GS ENTRY POINTS IN FOUNDTION WITH EXPNDING FOM SUMP PITS MUST HVE SELED OVER ND INDEPENDENT VENT SYSTEM VENT PIPE SHLL BE SHEDULE 0 PV USE DIMETER PV T INSERTED INTO GGREGTE UNDER BSEMENT SLB. ONNET ONE END TO DRIN TILE SYSTEM. PROVIDE ELETRIL JUNTION BOX IN TTI NER PIPE LOTION. INSTLL RDON FN IN TTI RE BOVE SEOND FLOOR EILING. ROOFING ONTRTOR TO INSTLL FLSHING BOOT ROUND ROOF PENETRTION. MNOMETER SHLL BE INSTLLED IN BSEMENT IN ORDER TO TEST/ INSURE FN IS WORKING PROPERLY '-0 '- 0 '- 0 0 '-7 x x / STEEL TUBING OLUMN X X ON. PD FTG. W/ () # REBR EH WY MIN. 0 x 0 STRIP 8' - 0 0'-0 8'- 0' ONRETE SLB IN HOUSE - ELEV. 8 USE 98% OMPTED LEN GRNULR FILL IF SND ON SITE IS NOT SUITBLE. SLB TO BE BG MIX W/ FIBERMESH OVER GRVEL WITH 6 MIL POLY OVER PSI EXTRUDED FOM, WITH LL JOINTS TPED. -/ DEEP SWUT ONTROL JOINT 8' - PV RDON VENT. SEE /0 0 S00 ONNET ONE END OF 'T' TO INTERIOR FORM--DRIN, F 87' - DRIN TILE 7'-8 / 0'-7 / F NUMERLS REESSED INTO ONRETE, FORM PROVIDED BY RHITET EXPOSED SETION TO BE FORMED WITH RHITETURL GRDE GTES SYSTEM FORMS, IN SEOND POUR EXTEND # VERTIL REBR UP INTO EXPOSED ONRETE WLL WING WLL EXTEND BUILDING THRU TO SUPPORT WING/ WLL T.O. FOUNDTION 8' - BSEMENT FLOOR 8' -0 8' - X 0 X OMBINED ON. PD FTG. W/ # REBR O.. EH WY TOP & BOTTOM MIN. VERIFY USE FORM--DRIN SYSTEM. INSTLL BLEEDERS PV 'T' LLOWS SOIL GSSES TO ESPE FROM BED OF GGREGTE BELOW F SLB x x / SQURE STEEL TUBING OLUMN x x / SQURE STEEL TUBING OLUMN F / DRYWLL EILING ONRETE SLB W/ HYDRONI TUBING XPS FOM PSI 6 MIL POLY OVER LEN GGREGTE ON OMPTED FILL / T&G PLYWOOD SUBFLOOR / BLTI BIRH PLYWOOD SILL / WLL FRMING / PEX PIPE O.. STPLED TO FOM F '- '- W8X8 ONT. STEEL BEM 0 ONRETE WLL x x / STEEL TUBING OLUMN F 0'-0 / 0'- / 8' - F 7/ TJI 0'S O.. W NORTH BSEMENT DETIL SLE: = '-0 FD '- 0 ONRETE WLL '-0 0 '- '-0 '-0 X X ON. PD FTG. W/ () # REBR EH WY MIN. 0 EMENTBORD LP SIDING - HRDIEPLNK HZ OLOR TBD 0 WLL F W 0 9'-0 / 9'- / BEM POKET WIDE X 8. TLL, FROM TOP OF WLL 8' - / SME S FOUNDTION ELEV: 8'- WLL EXTENDS OUT FOR NO NHOR BOLTS SLB OVERS WLLS, (NO NHOR BOLTS) ON WLL 0 6'- ON WLL 8' -/ L 8' -8 / T.O. FOUNDTION 8' - 7/ LVL RIM JOIST DD SEOND 7/ LVL S HEDER FOR BSEMENT WINDOWS LUMINUM LD WOOD SEMENT WINDOW W/ TRIPLE INSULTED GLSS 0 DOUBLE GLVNIZED J-BOLT NHORS O.. '-0 / SUMP PIT TIED INTO FORM--DRIN SYSTEM 0 POURED ON WLL, HIGH # REBR '-0 O.. FOUNDTION DMP PROOFING # REBR HORIZONTL # REBR VERTIL O.. BSEMENT FLOOR 8' -0 8' - 8' - ORSE GRVEL FORM--DRIN DRINTILE SYSTEM W/ BLEEDERS x 0 STRIP () # REBR ONT. F 8' - / 6 0 '-7 '- 0'- '- 7'- FOUNDTION NOTES S POURED IN PLE S TO BE 000 PSI MIX. PLE UPRIGHT BEND REBR EVERY O.. S PER /S00. S TO BE FORMED USING FORM--DRIN SYSTEM OR EQUIVLENT INSTLL BLEEDERS THRU EVERY OR S PER ODE ND MNUF. INSTLLTION. FORM--DRIN TO BE ONNETED TO SUMP PIT S LOTED ON PLN (MEHNIL ROOM) ORSE GRVEL ND LNDSPE FBRI TO BE INSTLLED ROUND LL S SUMP PIT TO BE SUPPLIED ND INSTLLED BY / ONTRTOR, PUMP ND PIPE TO BE INSTLLED BY PLUMBING ONTRTOR. '-0 / 7'-0 8'-0 / F F F F X X '-0 ONRETE PD FTG. W/ () #'S EH WY, MIN. X '- X '-0 OMBINED, ONRETE PD FTG. W/ #'S O.. TOP ND BOTTOM 0 X 0 ON. STRIP FTG. W/ () #'S ONT. X 0 ON. STRIP FTG. W/ () #'S ONT. FOUNDTION WLL POURED ONRETE WLL TO BE 000 PSI WLL MIX, IR ENTRINED 0 DOUBLE GLVNIZED NHOR BOLTS TO BE PLED O... KEEP WY FROM DOOR DROPS ND ORNERS B. DO NOT PLE NHOR BOLTS IN DOOR DROP LOTIONS. PLE IN FROM OUTSIDE FE OF WLL DMP PROOFING ON EXTERIOR WLL TO BE FROM GRDE DOWN TO. USE BITUMINOUS OTING, OR PPROVED LTERNTE. W 0 ON. FOUNDTION WLL W/ #'S O.. ND #'S O.., MIN (OFFSET TO INSIDE FE, TYP.) 0 ON. FOUNDTION WLL W/ #'S O.. ND #'S O.., MIN (OFFSET TO OUTSIDE FE, TYP.) ON. FOUNDTION WLL W/ #'S O.. ND #'S O.., MIN ROUND OLUMNS ONRETE OLUMNS RE TO BE ROUND SONOTUBE TYPE, UNLESS SPEIFIED. PLE () # REBR VERTILS, WITH # REBR RINGS EVERY 'X'X S TO HVE () # REBR EHWY BSEMENT SLB USE LEN GGREGTE T LEVEL USE 6 MIL POLY VPOR BRRIER OVER GGREGTE, LP LL SEMS ND TPE SLB TO BE 000 PSI MIX W/ FIBERMESH. OVER PSI EXTRUDED FOM, WITH LL JOINTS TPED. SIMPSON HDU-SDS. HOLDOWN (OR EQUL) *ONNET TO () X6 POST MINIMUM (TYP) SEE /S0 FOR GRGE FOUNDTION 7/ LVL RIM JOIST / INSET FRMING TO OUTSIDE OF ONRETE L 8' -8 / EMENTBORD LP SIDING - HRDIEPLNK HZ OLOR TBD T.O. FOUNDTION 8' - TRETED X6 SILL PLTE W/ SILL SEL 0 POURED ONRETE WLL # REBR VERTIL '-0 O.. # REBR HORIZONTLS FOUNDTION DMP-PROOFING TO BE SPHLT OTING OR PPROVED EQUL FELT OR BRRIER TO SHED WTER OUT OVER GRVEL BSEMENT FLOOR 8' -0 8' - ORSE GRVEL W FORM--DRIN DRINTILE SYSTEM W/ BLEEDERS 0 x 0 STRIP GRDE # REBR VERTIL O.. 0 / RDINT FLOOR IN SLB / PEX PIPE STPLED TO FOM O.. NO LOOP LONGER THN 00' USE OXYGEN BRRIER PEX, FOR RDINT PPLITIONS EXTERIOR FLT WORK ONRETE SIDEWLKS ND STEPS TO BE 000 PSI SIDEWLK MIX, WITH FIBERMESH. BROOM FINISH (MEDIUM ORSENESS) SEE SITE PLN FOR DETILS ON STIRS ND SIDEWLKS. 0 0 / T&G PLYWOOD SUBFLOOR 7/ I JOISTS O.. SPRY FOM SILL VITY XPS INSULTION / BLUE BORD & THIN OT PLSTER X SPF STUDS O.. / GP FOM TO FRMING / FRMING TYPIL FOUNDTION WLL SLE: = '-0 F FIBERGLSS BTT INSULTION BETWEEN STUDS TRETED X BOTTOM PLTE ONRETE SLB W/ HYDRONI TUBING / PEX PIPE O.. STPLED TO FOM '- '- '- '- '- '- 0 DOUBLE GLVNIZED J-BOLT NHORS O.. XPS INSULTION PSI 6 MIL POLY OVER LEN GGREGTE ON OMPTED FILL () # REBR ONT. ISSUE DTE: PHM DEBKER rchitects/builders orporation 0 Dubay venue Stevens Point, WI 8 FOUNDTION PLN SINGLE FMILY RESIDENE PORTLND VENUE S. MINNEPOLIS, MN 7 S00 OPYRIGHT 07

2 / / '- '- PERVIOUS PVER DRIVE BEYOND WLL LLEY SOUTH 86' - LLEY NORTH 8' - EXISTING POWER POLE DEPTH UNKNOWN '- '- EXISTING POWER POLE / NORTH GRGE ELEVTION SLE: / = '-0 POURED ONRETE WLL 0 x 9 STRIP SOUTH GRGE FOUNDTION ELEVTION SLE: / = '-0 XPS FOM PSI 98% OMPTED LEN GRNULR FILL 87' - # REBR '-0 O.. # REBR HORIZONTL 8' - 0 x 9 STRIP DETIL T DOOR DROP SLE: = '-0 POURED ONRETE FLOOR OVER 6 MIL VPOR BRRIER 9' X 7' OVERHED GRGE DOOR # REBR DOWELS '-0 O.. PERVIOUS PVER DRIVEWY USE EXPNSION JOINT TO ISOLTE SLB FROM WLLS T DOOR DROPS XPS INSULTION GLUED TO ONRETE WLL POURED ONRETE WLL # REBR VERTIL O.. / INSET FRMING TO OUTSIDE OF ON. EMENTBORD LP SIDING - HRDIEPLNK HZ OLOR TBD / OSB SHETHING 0 DOUBLE GLVNIZED J-BOLT NHORS O.. TRETED X6 SILL PLTE W/ SILL SEL # REBR HORIZONTL POURED ONRETE WLL # REBR '-0 O.. # '-0 O.. MIN POURED ONRETE FLOOR OVER 6 MIL VPOR BRRIER XPS INSULTION GLUED TO ONRETE WLL XPS FOM PSI 98% OMPTED LEN GRNULR FILL # REBR VERTIL O x 9 STRIP '- 0 WLL BEHIND POURED ONRETE WLL POURED ONRETE FLOOR OVER 6 MIL VPOR BRRIER S0 S0 / X6 SPF STUDS O.. '- '- '- '- '- WLL BEYOND TYPIL GRGE FOUNDTION WLL SLE: = '-0 0 8' - 87' - 8' - 8' - 87' - LLEY SOUTH 86' - 8' - 8' - 87' - POURED ONRETE FLOOR OVER 6 MIL VPOR BRRIER POURED ONRETE WLL 8' - x GRDE BEM HELIL PIERS +/- 7'-0 '-0 O.. S0 PROPERTY LINE SEE /S00 FOR HOUSE FOUNDTION 0 PROPERTY LINE '-0 '-0 6'- PV 'T' WYE '- / '-9 / '-0 0 SLOPED SETION OF WLL ' EXISTING NEIGHBOR GRGE TO REMIN POURED ONRETE WLL TOP OF WLL SLOPES TO FOLLOW GRDE 0 SLB SLOPES 6'- / X 0 NHOR BOLTS O.. PLED IN FROM OUTSIDE OF WLL. PLE WITHIN OF ORNERS ND OF LL DROPS '- ONRETE GRGE SLB 000 PSI MIX w/ FIBERMESH OVER 6 MIL POLY VPOR BRRIER, LL JOINTS TPED OVER 98% OMPTED LEN GRNULR FILL SLOPES TOWRD EST, DROP T EST WLL / / WOOD FRMED STEPS (NOT ONRETE) DROP TOP OF WLL FOR DOORWY NO NHOR BOLTS IN DOOR TOP OF WLL T 8'- 0 0 S0 HELIL PIERS +/- 7'-0 '-0 O.. '-0 '-0 S0 x GRDE BEM EDGE OF SLB T ELEV.= 87'- / / 0 x 9 STRIP PV ROOF DRIN PIPE SPILLS ON DRIVEWY GRGE FOUNDTION PLN SLE: / = '-0 GRGE FOUNDTION NOTES S S TO BE 000 PSI MIX PLE # UPRIGHT REBR EVERY O.. SIZES S NOTED ON PLNS. FOUNDTION WLL POURED ONRETE WLL TO BE BG WLL MIX, IR ENTRINED 0 DOUBLE GLVNIZED NHOR BOLTS TO BE PLED O... KEEP WY FROM DOOR DROPS ND ORNERS B. DO NOT PLE NHOR BOLTS IN DOOR DROP LOTIONS. PLE IN FROM OUTSIDE FE OF WLL # REBR VERTILS EVERY O... KEEP WY FROM DOOR DROPS MIN B. PLE T ORNERS ND T END OF WL RUNS.. WHERE WLL SLOPES, UT REBR TO MINTIN EMBEDMENT IN ONRETE # REBR HORIZONTLS EVERY S SHOWN ON DETIL /S0 GRGE SLB GRGE SLB TO BE THIK, 000 PSI MIX, W/ FIBERMESH PLE OVER 6 MIL POLY VPOR BRRIER, LL JOINTS TPED/ SELED. SW UT ONTROL JOINTS S SHOWN ON PLN SLOPES TOWRD EST, DROP T EST WLL EXTERIOR FLT WORK ONRETE SIDEWLKS TO BE BG SIDEWLK MIX, WITH FIBERMESH. BROOM FINISH (MEDIUM ORSENESS) TOP OF ONRETE WLL T 87'- ( TLL) '- 0'- S0 0 x 9 STRIP '- DROP WLL T DOOR LOTIONS TOP OF WLL T 87'- ( TLL) S0 PUT SLEVE IN WLL TO LLOW PIPE TO DRIN ON DRIVEWY SURFE GUTTER '- 9'-0 '-0 POURED WLL WLLS 0'- '- SLOPED SETION OF WLL SEE ELEVTION /S0 8'- TPPERS TO LLEY '- PERVIOUS PVER DRIVEWY SLOPED SETION OF WLL SEE ELEVTION /S0 UP PROPERTY LINE PROPERTY LINE 6'-9 / '- ST IN PLE STEPS UP 9 RISERS EXISTING POWER POLE LLEY 0 REMOVE TOP OURSES OF EXISTING NEIGHBOR'S WLL, IN ORDER TO BRING FINL GRDE OVER THE TOP, ND ONSTRUT STIRS ISSUE DTE: PHM DEBKER SINGLE FMILY RESIDENE PORTLND VENUE S. MINNEPOLIS, MN 7 rchitects/builders orporation 0 Dubay venue Stevens Point, WI 8 GRGE FOUNDTION PLN S0 OPYRIGHT 07

3 DROP TOP OF WLL FOR DOOR 8' - x GRDE BEM 87' - 87' - 9 '- 8' - 0 x 9 STRIP HELIL PIERS +/- 7'-0 '-0 O.. S0 7'- WEST GRGE ONRETE ELEVTION SLE: / = '-0 rchitects/builders orporation 8' - PORTLND VENUE S. MINNEPOLIS, MN 7 '- / 8'- / POURED ONRETE WLL 0 Dubay venue Stevens Point, WI 8 '- LEVEL SINGLE FMILY RESIDENE 6'-0 PHM DEBKER ISSUE DTE: FLT GRGE NORTH FOUNDTION SLE: = '-0 STRUTURL FOUNDTIONS SHORING PLN SLE: / = '-0 S0 OPYRIGHT 07

4 '- OUTSIDE OF FRMING 6'- 9'- / '-0 / '- / 7/ LVL RIM JOIST B B B B B B '- / 9'-0 / TO OUTSIDE OF SUPPORT BEM/ POSTS X SUB FSI X LDDER FRMING O SEE / S0 FOR DEK FRMING 6'- SEE / S0 FOR DEK FRMING 9'- / 6'- / 6'- 8'- 9'- / 6'- / R () 7/ LVL RIM R () 7/ LVL RIM () 7/ LVL RIM 7/ LVL RIM 7/ LVL RIM B B '- / '-0 / '- / 7/ LVL RIM JOIST / X DOUG FIR GLUELM BEM 7/ TJI 0'S O.. X6 PLTE ONTOP OF BEM BOLTED W/ / RRIGE BOLTS ' O.. W8X8 ONT. STEEL BEM STEEL BEM ON STEEL TUBE OLUMN, BERS ON POURED ON. FOUNDTION WLL B 8'- / B 8'-0 / 7/ LVL RIM JOIST 9'- 6'- 7/ TJI 0'S O.. 7/ LVL RIM JOIST 7/ LVL RIM JOIST 7/ LVL RIM JOIST 9'- 9'- 7/ LVL RIM JOIST 7/ LVL RIM JOIST 7/ LVL RIM JOIST B DOUBLE UP (7) I-JOISTS UNDER KITHEN ISLND () / X 7 / LVL HEDER OVER POKET DOOR, (.8E) X BERING WLL BELOW 7/ LVL RIM JOIST B B () / X 7 / LVL DROPPED HEDER, (.8E) 7'-0 R B S00 X6 PLTE ONTOP OF BEM BOLTED W/ / RRIGE BOLTS ' O.. W8X8 ONT. STEEL BEM '-0 B 8'- DD SEOND 7/ LVL S HEDER FOR BSEMENT WINDOWS BEM BERING ON ONRETE 7/ LVL RIM JOIST R R '- / '- / 6'- 6'- 6'- 7/ LVL RIM JOIST SEOND FLOOR FRMING PLN SLE: / = '-0 SLE: / = '-0 SEE / S0 FOR SREEN PORH ROOF FRMING PLN Sim S X0 SYP RFTERS O.. SPEIL UT TILS TO / S PER 0. X SUB FSI '- / SHETHING TO OUTSIDE OF SUB FSI STRUTURL FRMING B B B B B B6 B7 R R P B () / X 9 / LVL -.0E () / X 9 / LVL -.0E ().7 X 7. LVL'S -.8E / X 7/ GLUE LM BEM W8X8 STEEL BEM ONTINUOUS () / X 9 / LVL -.0E () / X 9 / LVL -.0E x ONTINUOUS *PORTL FRME HEDER () / X 7/ LVL -.0E x ONT. RIM () / X 7/ LVL -.0E x ONT. RIM W/ / PLYWOOD IN BETWEEN TO TOTL / THIK. 7/ TJI O.. MIN / X / GLUE LM POST HSS X X / STEEL OLUMN HSS X X / STEEL OLUMN SIMPSON MST8 STRP TIE (OR EQUL) SIMPSON MST0 STRP TIE (OR EQUL) SIMPSON HDU-SDS. HOLDOWN (OR EQUL) *ONNET TO () X6 POST MINIMUM (TYP) X SYP SUPPORT BEM 0 X POSTS TIE INTO X SUPPORT BEM SEE 0 0 X SUB FSI SREEN PORH ROOF FRMING J '- '- '-0 ISSUE DTE: PHM DEBKER SINGLE FMILY RESIDENE PORTLND VENUE S. MINNEPOLIS, MN 7 rchitects/builders orporation 0 Dubay venue Stevens Point, WI W O.. W/ / OSB WLL SHETHING FSTENED W/ 8D NILS T O.. LONG EDGES, ND O.. T INT. SUPPORTS, MIN. FIRST FLOOR FRMING PLN SLE: / = ' / LVL RIM JOIST 9' W W W W O.. W/ / OSB WLL SHETHING FSTENED W/ 0D NILS T O.. LONG EDGES, ND O.. T INT. SUPPORTS, MIN. (FULLY BRED) O.. W/ / OSB WLL SHETHING FSTENED W/ 0D NILS T O.. LONG EDGES, ND O.. T INT. SUPPORTS, MIN. (FULLY BRED) O.. W/ / OSB WLL SHETHING ON EH FE OF STUDS, FSTENED W/ 0D NILS T O.. LONG EDGES ND O.. T INT. SUPPORTS, MIN. (FULLY BRED) 0 ON. FOUNDTION WLL W/ #'S O.. ND #'S O.., MIN (OFFSET TO INSIDE FE, TYP.) 0 ON. FOUNDTION WLL W/ #'S O.. ND #'S O.., MIN (OFFSET TO OUTSIDE FE, TYP.) ON. FOUNDTION WLL W/ #'S O.. ND #'S O.., MIN FLOOR FRMING PLNS S0 OPYRIGHT 07

5 PRE ENGINEERED DROPPED END TRUSS X SUB FSI STRUTURL FRMING B () / X 9 / LVL -.0E X LDDER FRMING O.. PRE-ENGINEERED MONO SLOPE ROOF TRUSSES O.. X LDDER FRMING O.. B B B () / X 9 / LVL -.0E ().7 X 7. LVL'S -.8E / X 7/ GLUE LM BEM B W8X8 STEEL BEM ONTINUOUS B6 () / X 9 / LVL -.0E RE '-0 R '-0 R ROOF STRUTURE SLE: 0 R R R R 0 R R R R R R R R R R R R R R R R R R 0 0 9'- OUTSIDE OF TRUSS TO OUTSIDE OF TRUSS 0 RE 0 '-0 '-0 B7 R R J P B W W W W W () / X 9 / LVL -.0E x ONTINUOUS *PORTL FRME HEDER () / X 7/ LVL -.0E x ONT. RIM () / X 7/ LVL -.0E x ONT. RIM W/ / PLYWOOD IN BETWEEN TO TOTL / THIK. 7/ TJI O.. MIN / X / GLUE LM POST HSS X X / STEEL OLUMN HSS X X / STEEL OLUMN SIMPSON MST8 STRP TIE (OR EQUL) SIMPSON MST0 STRP TIE (OR EQUL) SIMPSON HDU-SDS. HOLDOWN (OR EQUL) *ONNET TO () X6 POST MINIMUM (TYP) O.. W/ / OSB WLL SHETHING FSTENED W/ 8D NILS T O.. LONG EDGES, ND O.. T INT. SUPPORTS, MIN. O.. W/ / OSB WLL SHETHING FSTENED W/ 0D NILS T O.. LONG EDGES, ND O.. T INT. SUPPORTS, MIN. (FULLY BRED) O.. W/ / OSB WLL SHETHING FSTENED W/ 0D NILS T O.. LONG EDGES, ND O.. T INT. SUPPORTS, MIN. (FULLY BRED) O.. W/ / OSB WLL SHETHING ON EH FE OF STUDS, FSTENED W/ 0D NILS T O.. LONG EDGES ND O.. T INT. SUPPORTS, MIN. (FULLY BRED) 0 ON. FOUNDTION WLL W/ #'S O.. ND #'S O.., MIN (OFFSET TO INSIDE FE, TYP.) 0 ON. FOUNDTION WLL W/ #'S O.. ND #'S O.., MIN (OFFSET TO OUTSIDE FE, TYP.) ON. FOUNDTION WLL W/ #'S O.. ND #'S O.., MIN ISSUE DTE: PHM DEBKER SINGLE FMILY RESIDENE PORTLND VENUE S. MINNEPOLIS, MN 7 X SUB FSI '-0 6'- '- OUTSIDE OF WLL FRMING RE 0 B 0 B B PRE-ENGINEERED MONO SLOPE ROOF TRUSSES O.. R R R R R R R R R R R R R R R R R R R R R R R R B 0 B B B 0 X SUB FSI B B 0 0 RE X LDDER FRMING O.. 0 PRE ENGINEERED DROPPED END TRUSS 0 X SUB FSI HEEL 6 7/ '-0 / / / X6 BERING WLL RE TRUSS PROFILE SLE: / = '-0 '- '-7 / 6'- R 6'- RE WEB ONFIGURTION BY TRUSS MNUF. WEB ONFIGURTION BY TRUSS MNUF. '-0 / '-6 9/ '- / T.O. L WLLS 87' - X6 BERING WLL T.O. L WLLS 87' - rchitects/builders orporation 0 Dubay venue Stevens Point, WI 8 ROOF FRMING HOUSE ROOF FRMING PLN SLE: / = '-0 SLE: / = '-0 X6 BERING WLL R TRUSS PROFILE X6 BERING WLL S0 OPYRIGHT 07

# STINLESS STEEL WOOD SREWS, OUNTERSUNK IN HNEL PER SIDE OF POST 6 S0 / /

L WLLS 86' - 9 / TRETED X6 PLTE WITH RUBBER MEMBRINE BETWEEN STEEL BEM W0X6

. X EDR EILING BORDS TO MTH RILING '- S0 0 '-0 '-0 '-0 '-0 '- '- '- '- X0

FROM OUTSIDE OF SHETHING '- '- '- '- '- '- / '-6 0 '- '- X0 TRETED BLOKING

SREWS FOR RIM TO JOIST ONNETION '- SEPRTE TRETED WOOD BLOKING ND LUMINUM

WITH STINLESS BOLTS '- '- '-9 / OUTSIDE OF DEK FRMING ON ENTER DIMENSIONS

8 7 / IN FROM OUTSIDE OF SHETHING X0 TRETED @ O.

/6 '-9 / OUTSIDE OF DEK FRMING PLE T HEIGHT MINIMUM BELOW PROPOSED GRDE

SREWS FOR RIM TO JOIST ONNETION S0 DEK FRMING DETIL / OTED JOIST HNGERS FOR

@ O.. '- / / / GS N H ER M OV F BE G N LO MI R OM F K FR DE 0 '- '- W0X6

MTH RILING '- () / STINLESS STEEL RRIGE BOLTS T EH POST TO RIM ONNETION 9

BOLTS / () / STINLESS STEEL RRIGE BOLTS T EH POST TO RIM ONNETION X0

RUBBER MEMBRINE BETWEEN STEEL BEM '- / 8'-9 X0 TRETED @ O.

FOUNDTION 8' - / / / L 8' - 8 / / '- / / L O '- ER T RN O X0 TRETED @ O.

'- SQ TUBE 606 - LUMINUM SLE: 8'-9 7 / IN FROM OUTSIDE OF SHETHING / x x /

TTHED TO STEEL OLUMN TO FSTEN RILING BORDS TO DEK FRMING B 0'- / WRP EDR

OVERHNG () / STINLESS STEEL RRIGE BOLTS T EH POST TO RIM ONNETION SINGLE

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PIPE SUPPORTS IRANIAN PETROLEUM STANDARDS COVER SHEET B A REV. DRAWING No. DATE DATE IPS-D-AR-012 DESCRIPTION

PIPE SUPPORTS IRANIAN PETROLEUM STANDARDS COVER SHEET B A REV. DRAWING No. DATE DATE IPS-D-AR-012 DESCRIPTION SUPPORTS DESRIPTION IRNIN PETROLEUM STNDRDS NO REVISION PERMITTED UNLESS PPROVED Y STNDRD ORGNIZTION OVER SHEET DRWING No. IPS-D-R-0 SHT ONRETE JOISTS STEEL JOISTS WOOD JOISTS NOTE: STRUTURL STEEL EM SEE