Midwestern Engineers, Inc. Plan Preview

0 � 0 � ro z 0 0 w ;, 0 z 0 0 0 "" o' N 0 0 " ro w 0 < .,,. " N ro 0 < "' � " 0 ro N w' 00 < 0 0 w � w .� " o , -, �0 0 ' , o N9 oo NO -o �� roo w� -w ">- Ow -� �" "' ..10 �o �� I OD -< 9 c.:N 0 5� <c l ' i" PLYWOOD ROOF SHEATHING w/#r30 UNDERLAYMENT ----- PREFINISHED 29Go. EXPOSED g" PREFINISH O MTL RAKE TRIM __...'r?-.,..l...-"--,;,.::......._.._...,.._--"-"""".,,..... -._-!/r-""'"-.._""'l:l'._--"-""'".,,....__.__,l"'"'""'"-.- "'ll' --'._"""' .,,.. ""----,:r----- "'ll' --'.__ T ""'"-._-,:r- .---- '""!l � """"'.._.- !:r'"'ti FASTENE r ' MTL ROOF PANEL--� "SIMPSON STRONG-TIE" POST BASE MODEL No. MPB66Z TREATED 6x6 SYP#2 SOLID SAWN POST (S4S) :l'l--t!-------41 2x6 FLY RAFTER (TYr- EA. GABLE END) \_ PREFINISHED MTL FASCIA 2x4 SPF#2 LADDER FRAMING @ 24" O.C. l (TYP EA GABLE END) PREFINISHED SOLID MTL SOFFIT 11 11 11 PREFI ISHEO MTL J-TRIM PRE-ENGINEERED MTL GANG-PLATE DROP TOP CHORD WOOD END TRUSS PR FINISHED MTL BRO & BATTEN SIDING -�I TRUSS BRG ELEV. - 469.64' WEAT�ER BARRIER OVER I I j" PLYWOO WALL SHEATHING J J PREFINIS ED MTL BATTEN TRIM 6" PVC TRIM T FIN. FLR ELEV. - 460.72' T FTG ELEV. - ' (TYP. EA. GABLE END) TREATED DBL 2x8 PLATE w/ SILL SEALER UNDER PLATE & j"¢x1 6"L A.B. @ 24" O.C. (TYP. @ 8" CMU EXTERIOR 8" SMOOTH FACE KO OPEN BTM BOND BEAM w/ HORZ. #4 REBAR & SOLID GROUT COURSE BELOW USE MESH SCREEN & NEWSPAPER IN CORES TO KEEP GROUT FROM FALLING BELOW (TYP. @ 8" CMU EXTERIOR WALLS) 8" SMOOTH FACE CMU w/ #4 VERT. REBAR @ 48" O.C. IN GROUT FILLED CORES 6 !----PRE-ENGINEERED MTL GANG-PLATE WOOD TRUSS @ 24" O.C. (TYP.) 11 11 / UNFACEO FIBERGLASS INSUL. (R-38) FRP PANEL LAMINATED TO i" PLYWOOD SHEATHING 4" PVC TRIM BRO @ PERIMETER OF CEILING (TYP IN EA. ROOM) 6" SMOOTH FACE CMU w/----11> #4 VERT. REBAR @ 48" O.C. IN GROUT FILLED CORES 4" 4,000 PSI POURED CONCRETE SLAB w/4x4-W4xW4 W.W.R. �'---' TYP. 6 BUILDING SECTION SCALE: 1/2" - 1'-0" 2x4 SPF#2 LADDER FRAMING @ 24" O.C. (TYP. @ INTERIOR WALLS) TREATED DBL 2x6 PLATE w/ j"0x16"L A.B @ 24" O.C. (TYP. @ 6" CMU INTERIOR WALLS) 6" SMOOTH FACE KO OPEN BTM BOND BEAM w/ HORZ. #4 REBAR & SOLID GROUT COURSE BELOW USE MESH SCREEN & NEWSPAPER IN CORES TO KEEP GROUT FROM FALLING BELOW (TYP. @ 6" CMU INTERIOR WALLS) I I I I I I " " .. ' _, � .(l. ---- 1 I I I JOINT SEALANT BEV. TREATED 2x10 SYP#2 BASE TRIM j" EXP. JOINT w/ SELF-LEVELING JOINT SEALANT ' N ' 0 FTG REINF. (3)-#4 U-BARS @ 6" O.C. /1 #4 TIES SPACED AS SHOWN �D �LJ 12" 12" MASONRY CONTRACTOR SHALL COORDINATE WITH MECHANICAL, ELECTRICAL, & PLUMBING CONTRACTORS 1 OF ALL REQUIRED BELOW & ABOVE GRADE PENETRATIONS, SLEEVES, CONDUIT, ETC THROUGH CMU WALLS PRIOR TO FILLING CMU CORES. DOOR BTM w/ RAIN DRIP 20"L #5 SMOOTH DOWEL @ 12" O.C. (GREASE STOOP SIDE) T STOOP ELEV. - 460.70' l 1'-6" SQ. l 4" & 8" CMU w/ 1 'I JOINT REINF. 8" O.C. VERT. S1 2 FT BELOW GRADE (PROVIDE 4" CMU @ DOOR 105) DOOR SILL DETAIL l ' SCALE: 3/4" - 1'-0" 0 I FACTORY PRIMED L. STL DOOR NT IN FIELD) / INSU (PAI I I -------------� 8" SMOOTH FACE CMU LINTEL w/(2)-#4 HORZ. BARS 8" BRG EA. SIDE OF JAMB (EXTEND REINF. 8" PAST DOOR z.i-� JOINT SEALANT EA. SIDE JAMB) FACTORY PRIMED INSUL. STL DOOR •--- FACTORY PRIMED H.M. FRAME '--- WEATHERSTRIP DOOR HEAD DETAIL l l 3'- o " ' ' 2'-0" PREFINISHED MTL RIDGE-VENT H1 SCALE:3/4" - 1'-0" 01 DOOR TYPE SCALE: 1/2" - 1'-0" PREFINISHED 29Go. EXPOSED FASTENER MTL ROOF PANEL i" PLYWOOD ROOF SHEATHING w/ #30 UNDERLAYMENT EAVE TROUGH BETWEEN TRUSSES 'i' TR�SS BRG ELEV. = 469.64' 12" TREATED DBL 2x8 PLATE w/ SILL SEALER UNDER PLATE & fox16"L A.B. @ 24"0.C. (TYP.) PRE-ENGINEERED MTL GANG-PLATE WOOD TRUSS @ 24" O.C. (TYP.) UNFACED FIBERGLASS INSUL. (R-38) FRP PANEL LAMINATED TO i" PLYWOOD SHEATHING EAVE TROUGH BETWEEN TRUSSES j" PLYWOOD WALL SHEATHING BETWEEN TRUSSES SCAB 2x4 TO VERT. TRUSS WEBS TO ATTACH PLYWOOD PREFINISHED 29Go. EXPOSED FASTENER MTL CLG LINER RAIL TYPE SNOW GUARD TREATED 2x10 SYP#2 TRUSS HEADER EA. SIDE FOAM CLOSURE STRIP PREFINISHED EAVE TRIM PREFINISHED MTL FASCIA ,__,� f--l'--PREFINISHED 6" SEAMLESS OGEE GUTTER w/ 4"x3" DOWNSPOUT 2x6 GUTTER BRD LADDER TYPE JOINT REINF. @ 16" O.C. VERT. DOOR JAMB ANCHOR (3)-MIN PER DOOR JAMB FACTORY PRIMED INSUL. STL DOOR �-CLOSED CELL INJECTED FOAM @ ALL EMPTY CMU CELLS l'.IJ---8" SMOOTH FACE CMU CONTINUOUS VERT. #4 REBAR IN GROUT FILLED CORE @ DOOR JAMB JOINT SEALANT EA. SIDE __F'---FACTORY PRIMED H.M. FRAME WEATHERSTRIP 6" SMOOTH FACE CMU w/ ---l;'.·f'; , 'l'l; ;'.J.---1,l;: #4 VERT. REBAR @ 48" O.C. , 'c . IN GROUT FILLED CORES 4" 4,000 PSI POURED CONCRETE SLAB w/4x4-W4xW4 W.W.R. 1'-6" · ,· - - - H.M. FRAME . --- -- INSUL. STL DOOR ---ADA THRESHOLD ' 0 I T/FIN. FLR $ ELEV. - 460.72' 'SOLID GROUT ALL 4" & 8" CMU CORES 2 FT BELOW GRADE w/ =#4 BARS @ 48" O.C. IN 8" CMU T FTG ELEV. - 458.72' N FTG REINF. LJs #4 VERT. DOWELS @ 48" O.C. (2)-CONTINUOUS #5 HORZ. BARS @ 14" o.c. 8" 2" ,l,l FACTORY PRIMED E FIELD) / H.M. FRAM (PAINT IN 3'-0" F1 DOOR FRAME TYPE SCALE: 1/2" - 1'-0" LADDER TYPE JOINT REINF @ 16" O.C. VERT 32"L STRAIGHT #4 DOWEL @ 48" O.C. DRILL & EPOXY INTO THICKENED SLAB FTG REINF. (3)-CONTINUOUS #5 HORZ. BARS @ 1 O" O.C. 8" SMOOTH FACE KO OPEN BTM BOND BEAM w/ HORZ. #4 REBAR '---- 4" PVC TRIM BRO @ PERIMETER OF CEILING (TYP. IN EA. ROOM) PREFINISHED MTL J-TRIM s·· PVC TRIM BRO PREFINISHEO SOLID/VENTED MTL SOFFIT '- --PREFINISHED MTL F-TRIM J1 DOOR JAMB DETAIL 6 TYPICAL DBL INTERIOR WALL & SOLIO GROUT COURSE BELOW USE MESH SCREEN & NEWSPAPER IN CORES TO KEEP GROUT FROM FALLING BELOW *-----5" SMOOTH FACE CMU w/ 8" SMOOT� FACE PAINTED CMU w/#4 VER•. REBAR @ 48" O.C. (TYP.) IN GROUT FILLED CORES --{:°Ji: 'i' T/l[IN FLR EL - 458.72' I I I I i I I I #4 VERT. REBAR @ 48" O.C. IN GROUT FILLED CORES 4" 4,000 PSI POURED CONCRETE SLAB w/4x4-W4xW4 W.W.R '--------�'--------� BUILDING SECTION SCALE: 1 /2" - 1'-0" 8" SMOOTH FACE KO OPEN BTM BOND BEAM w/ HORZ. #4 REBAR '----8",10",6" PVC TRIM BROS AROUND TRUSS HEADERS SCALE:3/4" - 1'-0" & (2)-SOLID GROUT COURSES BELOW USE MESH SCREEN & NEWSPAPER IN CORES TO KEEP GROUT FROM FALLING BELOW (TYP.) '----TREATED 4x4 SYP#2 KNEE-BRACE (S4S) SOLID SAWN '------ TREATED 6x6 SYP#2 SOLID SAWN POST (S4S) �-----------++-----8" SMOOTH FACE PAINTED CMU -------------- ------, I I I I I I I I I I w/#4 VERT. REBAR @ 48" O.C. IN GROUT FILLED CORES 6" SMOOTH FACE PAINTED CMU w/ #4 VERT. REBAR @ 48" O.C. IN GROUT FILLED CORES -----rt·, :.: 'i' T/FIN. FLR ELEV. - 460.72' 4" 4,000 PSI POURED CONCRETE SLAB w/4x4-W4xW4 W.W.R. II SOLID GROUT ALL 6" CMU CORES 2 FT BELOW GRADE LAP SPLICE #4 BARS @ 48" O.C. T FTG ELEV. - 458.72' ' N l 2'-0" ' • SCALE:3/4" - 1'-0" j" EXP. JOINT w/ SELF-LEVELING JOINT SEALANT -+----FTC REINF. PAN FLASHING @ FLOOR LINE --- 4" 4,00D PSI POURED CONCRETE SLAB w/4x4-W4xW4 W.W.R. 'i' T/FIN. FLR ELEV. - 460.72' 15 MIL. VAPOR-BARRIER OVER 4" MIN. COMPACTED #53 STONE BASE T FTG ELEV. - 458.72' � L #4 VERT. DOWELS @ 48" o.c. , , (2)-CONTINUOUS #5 HORZ. BARS N 8" @ 14" 0.C l ' [' ' • 2'-0" 8" SMOOTH FACE PAINTED CMU w/ #4 VERT. REBAR @ 48" O.C. IN GROUT FILLED CORES � - - LADDER TYPE JOINT REINF. @ 16" O.C. VERT. l ' 2" RIGID FOAM BRO INSUL. (R-10) BITUMINOUS COATING ON WALL & FTG BELOW GRADE SOLID GROUT ALL 8" CMU CORES 2 FT BELOW GRADE LAP SPLICE #4 BARS @ 48" O.C. FTG REINF. 's; L #4 VERT. DOWELS @ 48" o.c. , , (2)-CONTINUOUS #5 HORZ. BARS 8" @ 14" o.c. ---------------------------� 5 TYPICAL SINGLE INTERIOR WALL 4 TYPICAL EXTERIOR FOUNDATION WALL SCALE: 3/4" - 1'-0" SCALE: 3/4" - 1'-0" SECTIONS & DOOR DETAILS REVISIONS BID SET @J0�4 Mirlwc·stern Engin,·ers. Inc'. S02 We.,1 Broa1lwa1 Str�<:l P.O. Du� 295 Loogrn,Lc'C. lmlinn:i 47553 DATE AUGUST 2024 DESIGN T.M.K. DRAWN S.L.H. Q.C. CHECK C.W.R. PROJECT NUMBER 2024056-00 6 6 OF 12 I FILE NUMBER I 44276 Do Not Use Plan Previews for Take Off