WIATSHPHUANLOTE SHINGLES RL.AYMENT------, ROOF SHEATHING PER STRUCTURAL DWG's----� �----2x4 FRAMING @ 16" 0.C. WITH TREATED 2x8 BTM PLATE OVER BRICK VENEER (ALLOW j" GAP BETWEEN BRICK & PLATE) -----2x6 ROOF FRAMING PER STRUCTURAL DWG's PREFINISHED MTL EDGE TRIM--�l(fj' =,z!,,""i'""'F"'f'f:?'12==�'=="'\'"f,R'f" ---PREFINISHED MTL EDGE TRIM �-ASPHALT SHINGLES WITH UNDERLAYMENT RIDGE VENT W IAT SHP HUANLDTE RSLHAIYNMGEL E S NT ROOF SHEATHING PER STRUCTURAL DWG's PRE-ENGINEERED WOOD TRUSSES @ 24" o.c.---1 DROP TOP-CHORD TRUISSI --" MTL FASCIA OVER 2x6 FLY-RAFTER !" GYP. BRD WITH DRYWALL RETURN-- 8" SOLID SOFFIT WITH MTL J-TRIM-� _,,_ __,, METAL CLADDING SYSTEM--- ---11 SHEET WRB OVER WALL SHEATHING---- --lli FLEXIBLE FLASHING OVER WRB PREFINISHED MTL L-TRIM WITH HEMMED EDGE (RUN BTM OF TRIM 1" PAST T/BRICK) CORRUGATED MTL BRICK TIE @ 32" O.C. HORZ. CONTINUOUS TREATED 2x4-�� CAVITY WALL CONSTRUCTION SAME AS WALL SECTION "A"------ PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. +--------?"'----,--2x6 FRAMED GABLE WALL PER STRUCTURAL DWG's WITH UNFACED FIBERGLASS BATT INSUL. (R-38 MIN.) l/t--f--�;r'--;r'--rtt-2x4 NAILER (PERMANENT BRACING) -1-4--2x4 CEILING FRAMING PER STRUCTURAL DWG's 1:2"s:l�___,!._-k=l=j---KRF I BAEFRTG-LFAASCSE DB A&T T UI NNSF UA CL .E D(R-38) T/CMU WALL J, ELEV. = 550.06' 'I' !" GYPSUM BRD c____ SAT. (MIN. 7'-6" A.F.F.) F GABLE ENDWALL SECTION SCALE, 1" = 1'-0" ASPHALT SHINGLES WITH UNDERLAYMENT----------------� II 11 2 x 68 ' -O0V "H GL OENXGT E SNYSPI O#N1 , ATTACHED TO SIDE OF TRUSS PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. VENTED SOFFIT w/ MTL J-TRIM WIATHSPHUANLDTE SHINGLES RLAYMENT E PRMTLEFJIN-ISTHED RIM SAW CUT EXISTING BRICK VENEER FOR FLASHING PRS A I L D OE E N F W I G N A ILSLH EFDL A SMHT LI N G ROOF SLOPE WITH SEALANT @ TOP i'=S� 8'-0" LONG TREATED SYP#2 2A xT T6A COHVEHDG TEOX TSEINDSEI OONF BRICK SECTION SCALE, 3/4" = 1'-0" ---PREFINISHED MTL EDGE TRIM --ASPHALT SHINGLES WITH UNDERLAYMENT RIDGE VENT PREFINISHED MTL J-TRIM I I I I H.D.G. HAT CHANNEL @ 16" O.C. I I TREATED 1x4 FURRING I I FINISHED CORNER BE I A D I KRAFT -FACED & UN FACED FIBERGLASS BATT INSUL. (R-38) \ i" GYPSUM BRD SAT. (MIN. 7'-6" A.F.F.) 5l" WIDE H.M. PUNCH & DIMPLE DOOR FRAME WITH ¢a"x6" SLEEVE ANCHORS H4 TOOTH NEW ROOF SHEATHING TO EXISTING (STAGGER JOINTS) '----EXISTING LOOKOUT RAFTERS "",��-- CUT FLUSH TO NEW TRUSS TREATED 1x4 FURRING FINISHED CORNER BEAD 5l" WIDE H.M. PUNCH & DIMPLE DOOR FRAME WITH ¢a"x6" SLEEVE ANCHORS g" GYP. BRD WITH DRYWALL RETURN H.D.G. HAT CHANNEL @ 16" D.C. F JOINT SEALANT EA. SIDE OF RAME @ PERIMETER --....__ PAINTED STL DOOR '---...----2x6 BLOCKING FIT BETWEEN EXISTING RAFTERS JOINT SEALANT EA. SIDE OF JAMB DETAIL FRAME @ PERIMETER !" GYPSUM BRO SAT. (MIN. 7'-6" A.F.F.) KRAFT-FACED & UNFACED / FIBERGLASS BATT INSUL. (R-38) T/EXG. 4" SLAB 1) ELEV. = 550.06' 2" AIR-SPACE FLEXIBLE FLASHING MEMBRANE OVER WRB AROUND SCALE, 1" = 1'-0" fj--- JOINT REINF. SYSTEM @ 16" O.C. w/ EYE & PINTLE HOOK --8" PAINTED CMU WALL GROUT & REINF. PER STRUCTURAL DWG's EXISTING 4" CONCRETE CEILING WINDOW OPENING--��.:: SLAB TO BE CUT & REMOVED �- ---EXISTING 6" CMU l':-IW--$------ PAINTED STL DOOR HEAD DETAIL SCALE, 1" = 1'-0" T CMU WALL ELEV. = 550.06' SHIMS AS REQ'D 1x4 PVC STOOL TRIM MINERAL WOOL INSUL. J3 1x4 PVC STOOL TRIM -+--J--ALUM. WINDOW UNIT FOR JAMB DETAIL SCALE, 1" = 1'-0" BLOCK FRAME INSTALLATION (INCLUDE STD ANCHOR CLIPS) 6" NON-LOAD BEARING STEEL STUD FRAMING @ 16" O.C. JOINT SEALANT EA. SIDE---_ �H.M. SLIP FRAME (DRYWALL) ROOF SHEATHING PER STRUCTURAL DWG's------------- -, 2 x 68 ' -O0V "H GL OENXGT E SNYSPI O#N1 ATTACHED TO SIDE OF TRUSS KRAFT-FACED & UN FACED FIBERGLASS BATT INSUL. (R-38) MALTOLNSGIDEWALL FLASHING ROOF SLOPE WITHJOBINATCKSEEALANT R ROD f----+i�-ALUM. WINDOW UNIT FOR ATTIC VENTILATION TROUGH------------� CONTINUOUS TREATED 1,4--- - - ----, WITHPRBEAFCINKISEHED MTL FLASHING R ROD & SEALANT---- -----� 2,4 BLOCKING---,-- 2 x 68 ' -O0V "H GL OENXGT E NS YSPI O#N1 ATTACHED TO SIDE OF TRUSS-� PREFINISHED MTL EDGE TRIM-- 5" K-STYLE GUTTER MTL FASCIA OVER BEV. 2x8 GUTTER BRD VENTED SOFFIT w/ MTL J-TRIM BRICK WEEP VENTS TOP@ O3F2"B O.C RICK M ( A 3 T 3 C : H EXISTING OVHG )" FIELD VERIFY) JOINT R@ E1IN6F" . OS.CYS. TwE/M EYE & PINTLE HOOK-------1,,'"'4 TERMINATION BAR----, MORTAR COLLECTION SYSTEM--- BRICK WEEP VENTS @ 32" O.C. BTM OF BRICK---� FLEXIBLE FLASHING WITH S.S. DRIP EDGE----� DOWELED EXP. JOINT WITH SELF-LEVEL SEALANT ASPHALT " 1 1 ' ' ' q q ' q 4 ---PRE-ENGINEERED TR(THEIASTESD 2x6 ALONG GABLE END IDE ONLY) H3 HEAD DETAIL SCALE, 1" = 1'-0" . , BLOCK FRAME INSTALLATION (INCLUDE STD ANCHOR CLIPS) J2 JAMB DETAIL SCALE, 1" = 1'-0" WOOD TRUSSES @ 24" O.C. PWROEO-DENTGINEERED RUSSES 2x6 LADDER FRAMING @ 24" O.C. DROP TOP-CHORD TRUSS JOINT REINF. SYSTEM @ 16" 0.C. w/ EYE & PINTLE HOOK KRAFT-FACED & UNFACED , , , =-----+= FIBERGLASS BATT INSUL. (R-38) @ 24" O.C. SECTION ,,, TYPE X GYPSUM BRD EA. SIDE-�:lf'��f-- 6" NON-LOAD BEARING B STEEL STUD FRAMING @ 16" o.c. 2" AIR-SPACE T/CMU WALL 1) ELEV. = 550.06' D SCALE, 3/4" = 1'-0" JOINT SEALANT EA. SIDE B F OXED STEEL STUD RAMED HEADER !" GYPSUM BRD 7'-6" A.F.F.) TRSILELATSEEDAL2Ex8 PLATE WITH R UNDERNEATH 8" PAINTED CMU BOND BEAM REINF. & A.B.'s PER STRUCTURAL DWG's N--- - - -8" PAINTED CMU WALL GROUT & REINF. PER STRUCTURAL DWG's 4 rEPOXY FLOOR COATING & COVE BASE T/FIN. FLR _, ---- cEc L� E= V�.�=�54� 2�.�o6"' i �-, 'I' , VAPOR RETARDER - - {';/,�::;\,,,�� ONCR 4" FELTOEOFOUNDATION WALL R SLAB TRUCTURAL DWG'S H.M. SLIP FRAME (DRYWALL) 2" XPS INSUL. BRO--R-\,1& SOLID WOOD DOOR FLEXIBLE FL O A V S E HING MEMBRANE R WRB AR DOO OUND _ ___)�� R OPENING --8" PAINTED CMU WALL GROUT & REINF. PER STRUCTURAL DWG's i" TYPE X GYPSUM BRO EA. SIDE (R-19) UNFACED BATT INSUL. ,1..--- 6" NON-LOAD BEARING (l I STEEL STUD FRAMING @ 16" o.c. u BUILT-UP CONCRETE CURB & COVE BASE EA. SIDE OF • / BUILT-UP CURB EPOXY FLOOR COATING __ _.._, _ __, �--- o' VAPOR RETARDER H2 1j"xf TERMINATION BAR--� LINTELS PER STRUCTURAL DWG's �- HEAD DETAIL SCALE, 1" = 1'-0" T/CMU WALL 1) ELEV. = 550.06' MINERAL WOOL INSUL.--�lcBc'< JOINT SFERAALMANET @EAP. ESIDE OF RIMETER--� J1 JAMB DETAIL SCALE, 1" = 1'-0" JOINT SEALANT EA. SIDE OF FRAME @ PERIMETER--� FOAM BACKER ROD WITH SEALANT--� 6AfLUMW.IDDEOOR FRAME w / STRAP ANCHORS (GROUT FILL JAMB) B (AI L L N UO C MC L K U . D W F EI R N A S D M T O D E W A IN U N S N C T I H T A O LL FAOTRION R CLIPS) C FLOOR DETAIL MINERAL WOOL INSUL. ___J=::c_ F JOINT SEALANT EA. SIDE OF RAME @ PERIMETER BRICK ROWLOCK SILL--, FLEXIBLE FLASHING OVER 1x4 PVC STOOL TRIM SCALE, 1" = 1'-0" CAVITY WALL CONSTRUCTION SAME AS WALL SECTION "A"---- TERMINATION BAR FLEXIBLE FLASHING WITH DAMPPROOFING-- - -vcntTERMINATION BAR MORTAR COLLECTION SYSTEM BRICK WEEP VENTS @ 32" O.C. BTM OF BRICK WITFHLESX.IBSL. ED FLASHING RIP EDGE-- FIN. GR. SEE CIVIL DWG's SEALANT WITH BACKER ROD @ BED JOINTS OF BRICK WHERE STL ANGLE EXPOSED BRICK VENT MIN. (3) FLEXIBLE FLASHING OVER "LOOSE" H.O.G. STL ANGLE LINTEL rE&P OCXOYV EF LBOAOSRE C O A T I N G v -�- T�/�F~IN~·�FL~Rc-<1_,r ,1 ELEV. = 542.06' 'P' H1 1x4 SOFFIT SUPPORT C W ALL R SLABDWG'S DBL 2x6 ATTACHED TO NEW TRUSSES & BLOCKING BELOW w/16d R.S. NAILS WIATSHPHUANLDTE SHINGLES RLAYMENT c: ROOF SHEATHING PER STRUCTURAL OWG's PRE-ENGINEERED WOOD TRUSS H.0.G. STL ANGLE LINTEL--, '----FULL GLASS ALUM. ENTRY DOOR WITH SIDELITE TERMINATION BAR--..._ MORTAR COLLECTION SYSTEM HEAD DETAIL SCALE, 1" = 1'-0" CONTRACTOR SHALL INSTALL METAL FLASHING AT ALL NEW-TO-EXISTING ROOF TIE-INS TO ENSURE WATERTIGHT CONDITIONS. FLASHING SHALL BE PROPERLY INTEGRATED WITH EXISTING ROOFING SYSTEM AND INSTALLED IN ACCORDANCE WITH MFR's RECOMMENDATIONS AND BEST ROOFING PRACTICES. EXISTING FLY-RAFTER & SOFFIT CUT TO INTEGRATE NEW TRUSSES BRICK WEEP VENTS @ 32" O.C. BTM OF BRICK-� ' I I==[ WIT F H L E S X . I S B . L E D FLASHING RIP EDGE-� S2 DOOR SWEEP-� MTL J-TRIM MTL FLASHING ADA j" OFFSET THRESHOLD f D OSWEELLFE-DL EEVXEPL .I N GJ O ISNETA LWAINT HT - � q � . ' q ' • 4 q SILL DETAIL SCALE, 1" - 1'-0" T/WINOOW SILL 1) ELEV. = 543.56' OR 545.39' 2" SOLID CMU SILL T /FIN FLR 1) ELEV. = 542.06' q ' F JOINT SEALANT EA. SIDE OF RAME @ PERIMETER -+-+cc+--2" PREFINISHED ALUM. FRAME 1--+Ja;;..--FULL GLASS ALUM. ENTRY DOOR WITH SIDELITE " 1 ' BTLOCKING RUSSES T/FIN. FLR 1) ELEV. = 542.06' NAOLLTEF, OOTINGS SHALL BE PLACED ON IUNNCDHISETSURBBEELODWSOFIINL ISAHT GA MINIMUM OF 36 RADE PER INDIANA BUILDING CODE. REFER TO STRUCTURAL DWG'S FOR EXACT DEPTH. A ., q 4"· ' 4 ' . .,�· ' 4• WALL SECTION SCALE, 1" = 1'-0" BRD (R-1 0) I----WALL FOOTING SIZE & REINF. PER STRUCTURAL OWG'S T/FTG 1) ELEV. = 540.06' B q • ' 4 T/FTG 1) ELEV. = 538.06' +----SWIAZLEL &FOOTING REINF. PER STRUCTURAL DWG'S WALL SECTION SCALE, 1" = 1'-0" G _s· " ROOF DETAIL 4 SCALE, 1" = 1'-0" RECESS SIDEWALK j" S1 SILL DETAIL SCALE, 1" = 1'-0" PROPOSED ADMIN. BLDG ADDITION - SECTIONS & DETAILS REVISIONS BIQ SET ' "' 20'5 ! Midwes!tm ,ngi�ers, Inc. SO} West Br◊adw:tv Sm,.,1 P 0. Bo.� 29., Loogootee. !mli,1na 4755.1 ' ' DATE JULY 2025 DESIGN T.M.K. DRAWN I T.M.K. Q.C. CHEC E.K.P. PROJECT NUMBER 2025005-01 6 6 OF 20 I FIL.£ NUMBER I 45043 Do Not Use Plan Previews for Take Off
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