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11 LINE OF EXISTING ADJACENT STRUCTURE 6" MIN. PROTECTION COURSE (NOT REQUIRED WHERE THERE IS NO ADJACENT BLDG. MOISTURE RESISTIVE MEMBRANE AT EXIST. AND NEW BLDG. AS OCCURS WATER STOP SLAB-ON-GRADE TERMINATION DETAIL PER MANUFACTURER'S RECOMMENDATIONS UNDER-SLAB MOISTURE RESISTIVE MEMBRANE AGGREGATE PERIMETER DRAIN FOOTING PERIMETER MOISTURE BARRIER ASSEMBLY OCCURS ONLY AT LOCATIONS WHERE FLOOR SLAB IS LOWER THAN ADJACENT EXISTING GRADE. BRETT SCHULZ ARCHITECT 1111 E Burnside St.,#303 Portland, Oregon brett@brettschulz.com 1 PERIMETER MOISTURE RESISTIVE BARRIER BRETT SCHULZ SLAB-ON-GRADE PENTRATING PIPE WATER STOP COLLAR TAPE MOISTURE RESISTIVE MEMBRANE DETAIL PATCH WITH RELIEF CUTS TO SLEEVE AROUND PIPE STRUCTURAL SLAB UNDER-SLAB MOISTURE RESISTIVE MEMBRANE AGGREGATE ANKENY APARTMENTS 1424 E BURNSIDE PORTLAND, OR SLAB-ON-GRADE PIPE PENETRATION PERMIT ISSUE PERMIT # APPEAL # 10' MIN. FROM BLDG. FOUNDATION 5' MIN. FROM PROP. LINE MANHOLE COVER DATE: DRAWN: BJS, MDE, BSC 3/18/14 APPROVED: BJS 2'-0" PLOT DATE: REVISIONS: 1 DATE 9500 SF OF IMPERVIOUS SURFACE REQUIRES (2) 48" WIDE X 10' DEEP DRYWELLS ACCORDING TO SIZING CHART GEOTEXTILE FABRIC - SEE SOILS REPORT. 10'-0" 12" THK. LAYER OF 3 4" TO 2-1/2" ROUND ROCK BETWEEN PIT LINING AND EARTH WALL, UP TO THE LID DRYWELL TO PROVIDE AN OVERFLOW OUTLET PER RECOMMENDATION OF SOILS REPORT. AS NOTED FOUNDATION AND SITE DETAILS 4'-0" 4 DRYWELL DETAIL SECTION A1.1 C:\Users\Brett Schulz\Documents\Dropbox\ Projects 2012\McNulty\Ankeny\DWG\A1.1 SITEDTLS.dwg, A1.1, 3/17/ :23:51 PM, PDF Complete

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26 STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF 2" BRETT SCHULZ ARCHITECT 1111 E Burnside St.,#303 Portland, Oregon " STANDING SEAM METAL ROOF 2" 9'-11" 9'-1 1/2" brett@brettschulz.com BRETT SCHULZ ANKENY APARTMENTS 1424 E BURNSIDE PORTLAND, OR '-11" 45'-0" PERMIT ISSUE PERMIT # APPEAL # NOT FOR CONSTRUCTION DATE: 3/18/14 DRAWN: BJS, MDE, BSC APPROVED: BJS PLOT DATE: REVISIONS: CONC. DECK AT PODIUM 3 HR RATING FLUID APPLIED MOISTURE RESISTIVE MEMBRANE OVER LIGHTWEIGHT CONC. TOPPING 9'-11" 1 DATE ROOF DRAIN CONC. DECK AT PODIUM 3 HR RATING CONC. DECK AT PODIUM 3 HR RATING TRANSOM WINDOWS AT ANKENY ST ONLY 4" RIGID INSULATION, R13.5 MIN. STOREFRONT WINDOW CONC. PODIUM BEARING WALL, 2 HR. RATING EAST SIDE INTERIOR DUCTWORK AND GRILLE FOR GARAGE VENTILATION SEE MECH. DRAWINGS GARAGE DOOR FRAME INSWING GARAGE DOOR 3 BURNSIDE 3/8" = 22 X 34, = 11 X 17 CONDENSER FOR MINI-SPLIT UNITS CONCRETE PODIUM BEARING WALL, 2 HR. RATED EAST SIDE 10'-5 1/2" WALL SECTIONS ANKENY STREET CONCRETE SLAB-ON-GRADE MOISTURE RESISTIVE BARRIER EXISTING PUBLIC SIDEWALK CONCRETE SLAB-ON-GRADE UNDER-SLAB INSULATION MOISTURE RESISTIVE BARRIER UNDER-SLAB INSULATION 1 WALL ANKENY 3/8" = 22 X 34, = 11 X 17 2 WALL ANKENY 3/8" = 22 X 34, = 11 X 17 4 WALL SECTION 3/8" = 22 X 34, = 11 X 17 A3.5 C:\Users\Brett Schulz\Documents\Dropbox\ Projects 2012\McNulty\Ankeny\DWG\A3.5 WALL SECT.dwg, A3.5, 3/17/ :07:27 PM, PDF Complete

27 HOISTWAY BEAM - SEE STRUCT. CEMENTITIOUS LAP SIDING BRETT SCHULZ ARCHITECT 4 X 4 STEEL COL. - SEE STRUCT. ELEVATOR RAILS ROOF BEYOND 1111 E Burnside St.,#303 Portland, Oregon brett@brettschulz.com ROOF BEYOND HOISTWAY 2ND FLOOR 3RD - 5TH FLOORS, TYP. BRETT SCHULZ ANKENY APARTMENTS DOOR FRAME ASSEMBLY 1424 E BURNSIDE PORTLAND, OR '-8" PERMIT ISSUE PERMIT # APPEAL # DATE: 3/18/14 DRAWN: BJS, MDE, BSC APPROVED: BJS PLOT DATE: REVISIONS: 1 DATE DOOR FRAME ASSEMBLY CAB ELEVATOR RAILS ELEVATOR PLANS AND SECTIONS 1 ELEVATOR PLAN AND SECTION 3/8" = 22 X 34, = 11 X 17 A3.6 C:\Users\Brett Schulz\Documents\Dropbox\ Projects 2012\McNulty\Ankeny\DWG\A3.5 WALL SECT.dwg, A3.6, 3/17/ :11:57 PM, PDF Complete

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30 10" 1:48 SLOPE MIN. FLUID APPLIED ROOF MEMBRANE; TOP COAT BASE COAT WITH REINFORCEMENT CLAMPING RING W/ 2" OVERFLOW LIGHTWEIGHT CONCRETE TOPPING STRUCTURAL SLAB 2" 2" METAL RIDGE CAP, PRE-FINISHED STANDING SEAM METAL ROOF PANEL, PRE-FINISHED MOISTURE RESISTIVE MEMBRANE - ICE AND WATER SHIELD. ROOF SHEATHING; PROVIDE 2" AIR GAP AT RIDGE - ALSO SEE STRUCT. SEE STRUCT. 2" AIR HOLES, 3 PER JOIST BAY AT 24" SPACING; 2 PER JOIST BAY AT 16" SPACING, TYP. BATT INSULATION WITH 1" AIR BAFFLE AS SHOWN P.T. BLOCKING 2" AIR HOLES, 3 PER JOIST BAY AT 24" SPACING; 2 PER JOIST BAY AT 16" SPACING, TYP. PRE-FINISHED GUTTER CEMENTITIOUS FASCIA BOARD OVER 3/4" P.T. BLOCKING 2X P.T. BLOCKING, 3" LONG; ALIGN WITH EACH JOIST PERFORATED METAL VENT, PTD. TO MATCH TRIM COLOR 3-COAT CEMENT PLASTER OVER MOISTURE RESISTIVE MEMBRANE OVER PLYWOOD SHEATHING. 6" STANDING SEAM METAL ROOF ICE AND WATER SHIELD - SELF-ADHERING, SELF-HEALING BATT INSULATION WITH 1" AIR BAFFLE WHERE REQUIRED GUTTER AND ATTACHMENT STRAP 2X BLOCKING WITH 2" AIR HOLES, 3 PER JOIST BAY AT 24" SPACING; 2 PER JOIST BAY AT 16" SPACING, TYP. 2X FASCIA BOARD 1" WIDE LINEAR EAVE VENT WITH BUG SCREEN CEMENTITIOUS LAP SIDING OVER 1/2" P.T. VERTICAL FURRING STRIPS AT 24" O.C. MOISTURE RESISTIVE MEMBRANE - OVERLAP FLASHING 4" PRE-FINISHED SHEET METAL FLASHING WINDOW BRETT SCHULZ ARCHITECT 1111 E Burnside St.,#303 Portland, Oregon brett@brettschulz.com 13 ROOF DRAIN AT SLAB 9 RIDGE VENT 3" = 22 X 34, = 1 11 X 17 5 EAVE AT EAST AND WEST SIDES 1 EAVE AT DORMER ROOF BRETT SCHULZ PRE-FINISHED SHEET METAL FLASHING FIELD FABRICATED METAL HOOD JOIST, SEE STRUCTURAL 1:48 SLOPE MIN. 6" 1'-4" FLUID APPLIED ROOF MEMBRANE; TOP COAT BASE COAT WITH REINFORCEMENT 2 X 6 FRAMING GYPSUM BOARD LIGHTWEIGHT CONCRETE TOPPING 4" MDF BASE, PTD. STRUCTURAL SLAB/FINISHED FLOOR 2" MIN. 2" MIN. CONTINUOUS BEAD OF URETHANE SEALANT STAINLESS STEEL CLAMPING RING PRE-MOLDED PIPE FLASHING w/ ALUMINUM BASE SET IN CONT. BEAD OF URETHANE SEALANT STANDING SEAM METAL ROOFING PANEL ICE AND WATER SHIELD, SELF-ADHERING, SELF-HEALING METAL TRANSITION COPING, PRE-FINISHSHED. METAL ROOFING PANEL, PRE-FINISHED ICE AND WATER SHIELD (SELF-ADHERING, SELF-HEALING) OVER PLYWOOD ROOF SHEATHING BATT INSULATION WITH 1" AIR BAFFLE AS SHOWN. GYPSUM BOARD AT CEILING, TYP. CEMENTITIOUS LAP SIDING OVER 1/2" P.T. FURRING STRIPS OVER ICE AND WATER SHIELD - LAP UNDER WINDOW WRAP FLASHING (NOT SHOWN, SEE A5. FLASHING; PART OF STANDING SEAM SYSTEM STANDING SEAM METAL ROOF ICE AND WATER SHIELD - SELF-ADHERING, SELF-HEALING ANKENY APARTMENTS 1424 E BURNSIDE PORTLAND, OR ROOF SHEATHING FLOOR SHEATHING 14 PODIUM ROOF AT 2ND FLOOR EXT. WALL METAL ROOFING PANEL, PRE-FINISHED ICE AND WATER SHIELD (SELF-ADHERING, SELF-HEALING) OVER PLYWOOD ROOF SHEATHING 10 PIPE PENETRATION 3" = 22 X 34, = 1 11 X 17 6 ROOF SLOPE TRANSITION CEMENTITIOUS LAP SIDING OVER 1/2" P.T. VERTICAL FURRING STRIPS AT 24" O.C. BATT INSULATION WITH 1" AIR BAFFLE AS SHOWN PERMIT ISSUE PERMIT # APPEAL # SHEET METAL COPING, PRE-FINISHED CLEAT MOISTURE RESISTIVE MEMBRANE PLYWOOD SHEATHING 2 X 10 TRIM BOARD CEMENTITIOUS LAP SIDING OR 3-COAT PLASTER AS OCCURS - SEE ELEVATIONS 4" 8" PIPE PENETRATING SLAB FLUID APPLIED ROOF MEMBRANE; TOP COAT BASE COAT WITH REINFORCEMENT PUTTY VOID FILLER MINERAL WOOL BATT INSULATION, FIRMLY PACKED PER UL # C-AJ-1003 CONCRETE SLAB OR TOPPING SLAB (NOT SHOWN) WHERE OCCURS 4" 4" REGLET AND COUNTER-FLASHING, PRE-FINISHED MOISTURE RESISTIVE MEMBRANE, OVERLAP MIN. 4" TYP. METAL ROOFING PANEL, PRE-FINISHED ICE AND WATER SHIELD (SELF-ADHERING, SELF-HEALING) OVER PLYWOOD ROOF SHEATHING NOTE: THIS CONDITION OCCURS AT ANKENY AND BURNSIDE PROPERTY LINES. BAY PROJECTS PAST PROPERTY LINE, HOWEVER EAVE CONDITION OVER BAY IS SIMILAR. CORRDINATE WITH STRUCTURAL FOR FRAMING PARTICULAR TO EACH CONDITION. 6" 2" AIR HOLES, 3 PER JOIST BAY AT 24" SPACING; 2 PER JOIST BAY AT 16" SPACING, TYP. 1" LINEAR EAVE VENT WITH BUG SCREEN, CONTINUOUS 3-COAT CEMENT PLASTER DATE: 3/18/14 DRAWN: BJS, MDE, BSC APPROVED: BJS PLOT DATE: REVISIONS: 1 DATE 15 RAKE DETAIL, TYP. 3" = 22 X 34, = 1 11 X PIPE VENT AT CONC. SLAB 3" = 22 X 34, = 1 11 X 17 7 WALL/ROOF TRANSITION 3 WALL AT DORMER; ROOF/EAVE AT BAY FLUID APPLIED ROOF MEMBRANE; TOP COAT BASE COAT WITH REINFORCEMENT LIGHTWEIGHT CONCRETE TOPPING CLAMPING RING W/ 2" OVERFLOW STRUCTURAL SLAB 1:48 SLOPE MIN. 8" MIN. 6" MIN. FABRICATED CRICKET SKYLIGHT GYPSUM BOARD 2X CURB FRAMING SHEET METAL COPING, PREFINISHED STANDING SEAM METAL ROOF PANEL, PRE-FINISHED ICE AND WATER SHIELD, SELF ADHERING, SELF-HEALING FIRESTOPPING: UL WALL PENETRATION FIRESTOPPING ASSEMBLIES ARE LISTED ON A0.5A. FIRESTOPPING DETAILS ARE NOT DETAILED SPECIFICALLY. CONTRACTOR AND TRADES SHALL VERIFY THAT EACH ASSEMBLY IS APPROPRIATE TO ITS' GIVEN APPLICATION (I.E. METALLIC, NON-METALLIC, ETC.) AND THAT IT COMPLIES TO CURRENT CODE. BASIS OF DESIGN: THE FOLLOWING PRODUCTS WERE USED IN THE GENERATION OF DETAILS. SUBSTITUTIONS SHALL MEET ALL PERFORMANCE AND AESTHETIC CRITERIA AND SHALL BE APPROVED BY THE ARCHITECT. STANDING SEAM ROOF: MOISTURE RESISTIVE MEMBRANE: FLUID APPLIED MEMBRANE: ICE AND WATER SHIELD: CEMENTITIOUS LAP SIDING: 3-COAT CEMENT PLASTER: FLASHINGS AND COPINGS: WARRANTED UNA-CLAD UT METAL ROOFING PANELS. FORTIFIBER 15 LB. FELT BUILDING PAPER TREMCO ALPHAGUARD MT GRACE JAMES HARDIE LOCAL REP TBD LOCAL REP TBD AS NOTED ROOF DETAILS ALL ABOVE PRODUCT SAMPLES SHALL BE SUBMITTED FOR APPROVAL BY ARCHITECT. FURRING STRIPS: 2'-0" FURRING STRIPS ARE TO BE INSTALLED ON TOP OF MOISTURE RESISTIVE MEMBRANES, ICE AND WATER SHIELDS, FLASHINGS, ETC. UNLESS SHOWN OTHERWISE IN THE DETAILS. 12 ROOF DRAIN AT SLAB 9 ROOFING AT SKYLIGHT 3" = 22 X 34, = 1 11 X 17 4 NOTE TO TRADES A5.1 C:\Users\Brett Schulz\Documents\Dropbox\ Projects 2012\McNulty\Ankeny\DWG\A5_ROOF.dwg, A5.1, 3/17/ :22:34 PM, PDF Complete

31 LAP SIDING, SEE EXTERIOR ELEVATIONS FOR EXPOSURE SIZE MOISTURE RESITIVE MEMBRANE 3-COAT CEMENT PLASTER OVER SELF-FURRING DIAMOND LATH MOISTURE RESITIVE MEMBRANE BRETT SCHULZ ARCHITECT 4" PLYWOOD SHEATHING - SEE STRUCTURAL FOR USE AT SHEAR WALLS. MDF TRIM PRE-FINISHED SHEET METAL FLASHING WINDOW FRAME- SEE WINDOW SCHEDULE CONCRETE WALL- SEE STRUCT. WEATHER SEALANT WITH BACKER ROD PRE-FINISHED SHEET METAL FLASHING 4" PLYWOOD SHEATHING - SEE STRUCTURAL FOR USE AT SHEAR WALLS. PRE-FINISHED SHEET METAL FLASHING MDF TRIM J-MOLD BEAD WITH WEEP HOLES EVERY 12" 1111 E Burnside St.,#303 Portland, Oregon brett@brettschulz.com ALUMINUM STOREFRONT FRAME, ANCHOR BOLTED TO CONCRETE WALL INSULATED GLASS, SEE WINDOW SCHEDULE 9 HEAD AT SLIDING WINDOWS - JAMB SIM. 3" = 22 X 34, = 1 11 X 17 5 HEAD AT STOREFRONT WINDOW-JAMB SIM. 3" = 22 X 34, = 1 11 X 17 1 HEAD AT SLIDING DOOR 3" = 22 X 34, = 1 11 X 17 BRETT SCHULZ MDF TRIM PRE-FINISHED SLIDING DOOR SILL WEATHER SEALANT WINDOW OPENING FLASHING: 1. PROVIDE FORTIFLASH OR EQUAL OPENING FLASHING AS REQUIRED BY THE SPECIFIC WINDOW AND/OR CONDITION. 2. PROVIDE WINDOW OPENING FLASHING AND OVERLAP IN SUCH A MANNER AS TO SHED WATER FROM IN A DOWNWARD DIRECTION. 3. WINDOW OPENING SILL FLASHING SHALL LAP OVER MOISTURE RESISTIVE BARRIER, IN ACCORDANCE WITH FLASHING MANUFACTURERS DETAILS. 4. PROVIDE PRE-FORMED CORNER FLASHINGS AT CORNERS OF OPENINGS IN ACCORDANCE WITH MANUAFACTURER'S DETAILS. WINDOW FRAME- SEE WINDOW SCHEDULE PLYWOOD SHEATHING - SEE STRUCTURAL FOR USE AT SHEAR WALLS. MOISTURE RESITIVE MEMBRANE LAP SIDING, SEE EXTERIOR ELEVATIONS FOR EXPOSURE SIZE INSULATED GLASS, SEE WINDOW SCHEDULE ALUMINUM STOREFRONT FRAME, ANCHOR BOLTED TO CONCRETE WALL WEATHER SEALANT WITH BACKER ROD PRE-FINISHED SHEET METAL FLASHING CONCRETE WALL- SEE STRUCT. PRE-FINISHED SHEET METAL FLASHING BOLT-ON BALCONY-BIDDER DESIGNED J-MOLD BEAD PLYWOOD SHEATHING - SEE STRUCTURAL FOR USE AT SHEAR WALLS. ANKENY APARTMENTS 1424 E BURNSIDE PORTLAND, OR MOISTURE RESITIVE MEMBRANE 3-COAT CEMENT PLASTER OVER SELF-FURRING DIAMOND LATH 14 WINDOW OPENING WRAP FLASHING 3" = 22 X 34, = 1 11 X SILL AT SLIDING WINDOWS - JAMB SIM. 3" = 22 X 34, = 1 11 X 17 6 SILL AT STOREFRONT WINDOW 3" = 22 X 34, = 1 11 X 17 2 SILL AT SLIDING DOOR 3" = 22 X 34, = 1 11 X 17 PERMIT ISSUE PERMIT # APPEAL # PRE-FINISHED SLIDING DOOR SILL WEATHER SEALANT PRE-FINISHED SHEET METAL FLASHING BOLT-ON BALCONY- BIDDER DESIGNED DATE: 3/18/14 DRAWN: BJS, MDE, BSC CONCRETE WALL- SEE STRUCT. WEATHER SEALANT WITH BACKER ROD PRE-FINISHED SHEET METAL FLASHING ALUMINUM STOREFRONT FRAME, ANCHOR BOLTED TO CONCRETE WALL APPROVED: BJS PLOT DATE: REVISIONS: 1 DATE ALUMINUM DOOR WITH INSULATED GLASS LITE, SEE DOOR SCHEDULE CONCRETE SLAB- SEE STRUCT. 7 HEAD AT STOREFRONT DOOR 3" = 22 X 34, = 1 11 X 17 3 SILL AT SLIDING DOOR - CONC. FLOOR 3" = 22 X 34, = 1 11 X 17 DOOR AND FRAME (SEE A6.0 FOR DOOR SCHEDULE) SEALANT PER MANUF. SPECS EXPANSION MATERIAL FINISH FLOOR - SEE FINISH SCHEDULE ALUMINUM DOOR WITH INSULATED GLASS LITE, SEE DOOR SCHEDULE WEATHER SWEEP PRE-FINISHED DOOR SILL ANCHOR BOLTED TO CONCRETE SLAB CONCRETE SLAB- SEE STRUCT. ISOLATION JOINT SIDEWALK SLAB AS NOTED EXTERIOR DETAILS SEE STRUCT. FOR SLAB/FTG CONDITION 13 DOOR THRESHOLD 8 SILL AT STOREFRONT DOOR 3" = 22 X 34, = 1 11 X 17 A5.2 C:\Users\Brett Schulz\Documents\Dropbox\ Projects 2012\McNulty\Ankeny\DWG\A5_WINDOW.dwg, A5.2, 3/17/ :17:31 PM, PDF Complete

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