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Plans (10) BUP2019 -00315 REVISED / ev RECEIVED APR 61020 CITY OF TIGARD BUILDING DIVISION 9.827 99.54 99.54 FFE +99.54 99.54 1 11 1 100.00 100.00 FF 1 11 1 - - - T - - - T - - - T - -- ii F T T T T T T T - 7- - - - -7 - - -7 FE ±100 99.54 L _J z 9.54=1===1= - =6L= =AL-- �79 4 - . &. A If A A A. z 4 - _- A� -. -4_&- - - - - - - - - - -I --- - - - - - - - A - z A 4 -4 ' . - 4. A 4- -1 - - - - - - - Id * + 0 A d . 19 4 4l A A :e6NTR�A*CT4bR.TO INST,;�U_CURB AND HANDRAIL Z A 4 A 0 4- A A 99.40 Al 99 --PER OCHITECTURAL PLANSqQUR9 EXPOSURN VARIES 4 A 4 A -99.50 99.56 LU A 99.40' A 4 > '4 A 4 . 44 .96.48 4 Based on Replace concrete 'A 4 A . 4 a . conversations with to nearest 99.75 A A the field, grades 4 4 -wo- A -A A' * - A A A 99.34 may work such that appropriate joint A 99.34 : 4-4 A 99.77 (TBD in field) 0.0% A -. 4 \LA A' this increased slope A % l4 , 4 .4 A. 4 AA A can be eliminated 'A 3 2 At 4- 9932 0--Jand grades can be LU A 4 '4 4 1 .4 4 A. - % U� 1.5% less than 2% from < (TC:98.47) 4 g A entrance to gate A A - A 43, (BC:98.25) 14: . 4- A A 4 4 V A '99.6e. A and beyond. If that JJ A d A 4 A 4 . 4. occurs, rails, and A 4.1% ' 4.8% slop A A 4 e get 4.. 7.6%'. 0.5% 9.1%. 'A. A 99.65 eliminated. OFFssi A ---------4-----4- - - , 4 99.361 G I N se. . 4 A q. , 99.46 OKI A TC:99.19 TC 99.24 4 4 CORD ACTOR TO 1NSTAUoCURB.AND HANDRAI BC:98.69 BC 99.24 PERARCHITECTAJRALALAV. CURB EXPOSURE VARIES OpEGpN TC:99.27 A 905 - 2 C:99.27 A TC:99.29 b tu;:U L BC:: 8 83 EXPIRATION DATE:06/30/ 99 TC:99.31 \\_(99.70) < Max 2% cross- co BC 98.81 slope at meeting (if • TC:98.75 needed, replace up I�C:98.75 TC:98 77 (99.46) to one panel in • BC:98.77 Re-grade to 2% in addition to corner all directions at turn panel I QP 0.5% of corner. CONSTRUCTION NOTES i \ O (98,03) ELI REMOVE AND REPLACE EXISTING SIDEWALK WITH NEW S9845/ 6 S98.59 (99.07) STANDARD SIDEWALK PER DETAIL ON THIS SHEET. .T El REMOVE AND REPLACE EXISTING CURB WITH NEW CURB PER o CURB JOINT DETAIL ON THIS SHEET. SHE GRADES FOR CURB EXPOSURE VARIES 2' OF 3/4"-0 (98.67) E (SEE NOTE 3) ROCK C CONSTRUCT NEW ADA RAMP PER DETAIL ON THIS SHEET. & PA 2% SLOPE M /I N F11 UJ CONTRACTOR TO CONFIRM ALL GRADES MEET REQUIRED ADA TOLERANCES BEFORE CONSTRUCITON, C14 SEE NOTE 4 77 98 SAWCUT AND REMOVE EXISTING AC PAVEMENT. COMPACTED SUBGRADE El CONTRACTOR TO REPLACE PAVEMENT TO GRADES SHOWN IN ORDER TO MEET ADA TOLERANCES. PAVEMENT SECTION TO 9 Cl) NOTES: MATCH EXISTING. 9 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 INSTALL VAN ACCESSIBLE ADA PARKING SIGNAGE AND STRIPING DAYS. 4-7%AIR ENTRAINED. 5 ❑0 5 El C14 (97.92) (98.34) MEETING CURRENT ORS REGULATIONS AND DETAIL ON THIS SHEET. w MMINNOMME11 I_ 2. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY SCALE IN FEET < INSTALL STANDARD ACCESSIBLE ADA PARKING SIGNAGE AND STRIPING 0 APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT SPACING El 0 NOT TO EXCEED 45 FEET. MEETING CURRENT ORS REGULATIONS AND DETAIL ON THIS SHEET W z REMOVE EXISTING ADA SIGNAGE, STRIPING AND ADA RAMP. 3. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME El 0 RAMP TO BE REMOVED TO NEAREST PANEL JOINT AND TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED 0 LO JOINT WITH A MIN. 1/2 INCH RADIUS UNLESS OTHERWISE NOTED. REPLACED WITH STANDARD SIDEWALK. CURB TO BE W I REMOVED AND REPLACED AT BOTTOM OF RAMP TO REMOVE 19 I= C? 4. SIDEWALK SHALL HAVE 4" MINIMUM THICKNESS. 6" MINIMUM IN PRIVATE NOTE: WINGS AND FLUSH CURB. REPLACE CURB PER DETAIL ON 0 0 C14 DRIVEWAYS. ALL ELEVATIONS ARE BASED ON AN ASSUMED FFE OF 100.00 THIS SHEET AND MATCH GRADES AT EACH END. iv AT THE WESTERN FLOOR SLAB. EXISTING GRADES ARE BASED d Z 6"' 5. FINISH WITH BROOM AND EDGE ALL JOINTS. ON LIMITED ELEVATION SHOTS AND SHOULD BE CONSIDERED RESERVED ALUMINUM SIGN W < 1" RADIUS 1/8"SLOPE TO FRONT 1/8" SLOPE TO FRONT APPROXIMATE. CONTRACTOR TO VERIFY ALL GRADES MEET PARKING- PLATE, BAKED < 6" CURB EXPOSURE F 1 ENAMEL. 2" RADIUS ADA ACCESSIBILITY STANDARDS IN THE PARKING STALLS, < 0 1/2" RADIUS RAMPS AND SIDEWALK SLOPES. NOTIFY ENGINEER OF SIGN R7-8 LL SIDEWALK SECTION DETAIL DISCREPANCIES. Q NOT TO SCALE IX AC PAVEMENT CURB RAMP (SHALL NOT EXTEND z < INTO THE ACCESS AISLE) SIGN R7-8P TYPICAL A.D.A. PARKING AC PAVEMENT VAN 91, 0 I 1 SIGN LOCATIONS SIGN LOCATION. BASE COURSE ACCESSIBLE 20' 15 2.0 1 .... ..b. < (DLL SEE DETAIL ON THIS SHEET. ALUMINUM SIGN < LL WHEELCHAIR 9.1 BASE COURSE USE ONLY 0 C) 0 O A 8 3/4" SIGN OR7-8C < W 3/4" 0 '2 STANDARD CURB ti FLUSH CURB 2"GALVANIZED STEEL POST < 0 ROUND OR SQUARE 0- U) 24" 000000 0 0 0 0 0 0 PER NOTES: 0 0 0 0 0 PLAN 1 0 00000 0 3: 4"WIDE WHITE 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3,500 PSI AFTER 28 DAYS. U) STRIPES @ 2- O.C. AT 6" 0 STEEL PIPE -FILL W/ T MOUNT HEIGHT MIN. C) 36 DEGREES 2. EXPANSION JOINTS. NON-SHRINK GROUT, ROUND C:) & A. TO BE PROVIDED: TOP- PAINT YELLOW FLARE SLOPES 10% 0 1) AT EACH POINT OF TANGENCY OF THE CURB. (D E 2) AT EACH COLD JOINT. DOME TOP OF CONC. FTG. 2 Li TYPICAL A.D.A. 3) AT EACH SIDE OF INLET STRUCTURES. 5.0'NORM DETECTABLE WARNING 6" 2" MAX. AS REQUIRED BY LOCAL JURISDICTION Z-13" PARKING SYMBOL. SEE 4) AT EACH END OF DRIVEWAYS. 91 9. DETAIL ON THIS SHEET. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. SEALANT & BACKER ROD t: 0 B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, ACCESSIBLE SIDEWALK RAMP TYPE A OVER 1 JOINT FILLER a- WITH A THICKNESS OF 1/2 INCH. 'NO PARKING' PAVEMENT STENCIL :1 g' MIN FOR WHEELCHAIR OR VAN ACCESSIBLE) NOTES: M SEE DETAIL THIS SHEET 3. CONTRACTION JOINTS. PROJECT TIGARD ACE A. SPACING TO BE NOT MORE THAN 15 FEET. 1 TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 2. TACTILE WARNING STRIP TO BE A MINIMUM OF 21 IN DEPTH AND SPANS THE 3'-6" CONCRETE BASE -DATE 03/06/2020 10000 100-00 I L1111 LFE ±10 .7_T_ 7 *\444 A 99,40 4 994 Av :I LO A 4F <_4 8*/. 'T BCC-99 -\A ' 4 -f 07 0 99�46 �TC 99 24/ n iT, TC 99 19 T 9 (99-46) C) 0 0 5% FULL WIDTH OF THE RAMP AS REQUIRED BY AHJ. 4,000 PSI MIN. (28 DAY) U. 4. BASE ROCK TO BE 2"-0" OR 3/4"-0"COMPACTED TO 95% OF AASHTO 3. RAMP TO BE CENTERED IN CROSSWALK. CONCRETE BASE 0 T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN DEPTH, NOTE: CONSTRUCT/INSTALL FACILITIES IN RAMP TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED C DOWL 2020 ACCORDANCE WITH OSSC CHAPTER 11 WHICHEVER IS GREATER. 4 .0 BY EXPANSION JOINT MATERIAL. SHEET .@ TYPICAL A.D.A. PARKING STALL STANDARD & FLUSH CURB DETAIL ACCESSIBLE SIDEWALK RAMP DETAIL 18.. NOT TO SCALE 04 TYPICAL A.D.A. VAN & WHEELCHAIR PARKING SIGN DETAIL C1 . 0 V NOT TO SCALE NOT TO SCALE d I NOT TO SCALE C��tigtD k THOMAS F.FALLON (� SW DURHAM ROAD ,g I NO. 4787Cl '2 .y PORTLAND,OR 0 0 O F Opti Cl I V1 ITU N O I ° �° 0 • o I O 4— Q71 o 0. Ornrn RzJ � o _ o I � � JC D - b MCDO,NKI N � � CC n1 C W WV) ®r, 1— 1 _ oo � 2 r O u E5 N6948'?6'W 7304'(C,R4J I I o 3 ° 9 � �I � n H14— _ ret r �' t' 4 I v ' i CL U m 0 j i U .� a ° Q / I I PROJECT NO. o� 19-123.1 / 6 I ❑ 6 1 I DRAWN BY : 2.1 TC,TFF ® CHECKED BY : ° gr.4' 8-0 . TFF, JB ti h ' "I � q DATE l 5 MIN 11.11.2019 (PERMIT SET) � , . ,. , a •.. . . . . ,.. � � _ _ �� REVISION o a 66 Iil n 12.12.2019 (BID SET)663/ RR4E 57 5. I I 17T(C.C, 5 -0 „� 7 — 2 ° 0 2.28.2020 # A ASI #01 ° a a KEYNOTES - SITE PLAN ti 1 O EXISTING GARDEN AREA W/ NEW ROOF STRUCTURE, 1088 SF NORTH: NEW STOREFRONT O/ EXISTING BRICK WALL BSAA EAST: NEW FENCE O/EXISTING BRICK WALL, NEW DOUBLE GATE WALL& FENCE AT SIDE FACING RITE AID ENTRY ARCHITECTURE 8 PLANNING / o O STRIPE TWO EXISTING STALLS WITH 4"WIDE WHITE STRIPE, \ ONE (1) NEW SIGN AT HEAD OF EACH SPACE PER 6/A1.2 BENNER \HOM STE D O3 NEW 2- BICYCLE RACKS, B.O.D. DUO-GARD BR85B STANGE 0 ® N SURFACE MOUNT, POWDER COATED BLACK ASSOCIATES O4 EXISTING 5-BICYCLE LOOP RACK TO REMAIN ARC H I T E C T S , INC. OS NEW EXIT STAIR THE WATERMAN BUILDING 80 SE MADISON STREET / O6 NEW COVERED LEVEL SLAB,890 SF SUITE 430 PORTLAND, OR 97214 / 7 NEW TRASH ENCLOSURE (DEMO/ 503-670-0234 OREPLACE EXISTING) FAXbsa5 3-670 0235 O b O NEW RAMP Q 12-14% (FORKLIFT) SITE s i O NEW ADA STALL SIGN AT EACH OF TWO STALLS PER I/A1.2 PLAN REMOVE EXISTING NON-COMPLIANT SIGNS WHEEL-CHAIR ONLY PER ORS AT EASTERNMOST STALL 1 o o s ' Al el ,1SITE PLAN SCALE: I"=60'-O" f:\2019 bsa projects\19-123 tigard Towne square\19-123.1 ace hardware tigard town sq\04 construction documentAl 9123.1 al.l site plan.dwg 12/28/202011:26:31 AM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. FULL-HEIGHT PARTITION WALL ONE LAYER 5/8"TYPE'X'GYPSUM WALLBOARD NOTES - FLOOR PLAN KEYNOTES - FLOOR PLAN C7�� fT� ROOF DECK ♦ \ APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH 1. WHERE CURRENT OR FUTURE FIXTURES, MILLWORK, EQUIPMENT, ETC.ARE SHOWN AGAINST A WALL BY TENANT INSTALL BLOCKING TAG NOTE Sheet A2.1 Sheet A2.la VARIES I THOMAS F.FALCON a FIRESAFING @ T.O. DECK SIDE OF METAL STUDS WITH 1"TYPE'S' DRYWALL ( )• SCREWS 8"O.C.AT VERTICAL JOINTS AND 17' BEHIND FIXTURES PER TENANTS REQUIREMENTS, INCLUDING AT EXISTING AND NEW WALL LOCATIONS. PATCH/REPAIR WALL WHERE a RATED WALLSI I 10 Phase II Pilaster (coordinate adjacent work) X r5"\ I I O.C.AT FLOOR AND CEILING RUNNERS AND BLOCKING IS ADDED TO AN EXISTING WALL. N z INTERMEDIATE STUDS. 2. SEE PLUMBING AND ELECTRICAL FOR UNDER-SLAB SCOPE (INTERIOR AND EXTERIOR) AND PATCH IN MATCHING SLAB, DOWELED PER Dashed fixtures by Tenant under separate permit shown for reference and JA NO. 4787 '42.1 STRUCTURAL, FOR A SMOOTH TRANSITION. .7 PORTLAND,OR SIM �j SOUND ATTENUATION INSULATION FIT IN STUD 3. COORDINATE ALL SCOPE WITH PHASE II (DOCUMENTS TO BE ISSUED EARLY DECEMBER 2019). 20 coord. X X J Z, #10 SCREWS AT EA.STUD AT (UNRATED) __ SPACE WHERE OCCURS. 4. SEE AO.1 FOR DIMENSIONS/ PLACEMENT OF ALL NEW RESTROOM PLUMBING FIXTURES, GRAB BARS,AND EQUIPMENT. EXCEPTIONS ARE Dashed fixtures by Tenant under separate permit to provide edge fall OF O� 18 ga SLIP B.O. FLANGE SLOTTED HOLES DIMENSIONED IN THE PLANS. rotection TRACK-ATTACH 21 P X W/ (2) ROWS N S. PATCH/REPAIR ALL WALLS THAT ARE SCHEDULED TO REMAIN. #10 SCREWS ATN 30 Existing concrete bollard(s) X X N 18"O.C. GYP BD FASTENED TO SLIP 2 31 New concrete bollards per 3/A1.2 X ^^,, TRACK AT TOP (NON-SLOTTED) x W WALL ASSEMBLIES. PER STUD MFR. New concrete landing stair width x 5'-0", slope max 2% in any direction, BUILT OUT AND SIZED PER WALL n RATING. OMIT ALL AT NON-RATED STABILIZERS IF REQ'D ♦ - - - - - - re-grade adjacent surface with new asphalt to meet landing with smooth } 6"X 18 go METAL STUDS AT 16"O.C. CONFIRM ) ) 40 transition. X L WALL ASSEMBLY PER DO NOT SECURE BOTTOM TO THE SPACING AND SPANS WITH STUD MANUFACTURER � ' O WALL SECTION STATIONARY GYP BD LAYER(S). A1.2 1 1 30 50 New chain link fence - 12' high per details X + 1 Q 1 100 Existing concrete slab N.I.C. X 0 0 h Existingexterior concrete slab - clean slab from F.O. bldgto curb in front of 0 0- 101 1 5 0 1 101 tenantX STABILIZER WHERE OCCURS WALL BASE 1 L 0 6"METAL STUD RUNNER ATTACH TO FLR SLAB W/ 102 1 1 / / 102 Existing retaining wall (n.i.c.) X X O 0'-0" 1/4" DIA KWIK BOLT @ 32"O.C. 1 ° 1 �' F.F. $` eoa 103 Clean, prep, and seal existing concrete floor within demised area (all areas) X X ♦ _ _ _ _ _ i 104 New concrete ramp, sealed X n, 6- UNRATED 4 New concrete ramp with curbs and heavy duty rail each side. Terminate curbs "� + aEFLECTION HEAD FULL HEIGHT WALL A3.1 A3.1 8011105 for sliding gate clearance and terminate at trash enclosure (that side only) X JC D I �LE: 1 1/7'= 1'-0" T 106 New concrete stair X � U EXIT#3: 302 310 107 New concrete slab, raised with turn-down edge, see sections, slope 1% X ADJACENT TO SALES WALL EXTENDS DOOR 6: 36" DOOR 148" STAIR TO DECK W/DEFLECTION PER VA2.1 EGRESS CLEAR WIDTH = 34"/48^ Patch in new matching slab as needed to meet existing grade at 2% as � D E 79 PPL G 0.3"/OCC. = 23.7" MIN 108 depicted by concrete hatch. See A2.lA for concrete hatch at rear area. X ^` N NOTE:WHERE UNBRACED HT>48", o o Q W �- LEDGER,SECURE W/ s REQUIRED :. OK o 303 J New sheet vinyl PROVIDE POSITIVE BRACING:3/" 110 y flooring X N 2-SCREWS AT EA.STUD 00 4 - - F MTC. DIAGONAL BRACE AT 48"O.C. s 1/2"PLYWOOD ANCHOR TO B.O. DECK ABOVE ♦ - • - 0 120 Handrail and guardrail X � SHEATHING _- 12 Handrail ends return to wall X v 6' 20GA.MTL JOISTS SEE PLAN 2 1 1 �/ S .,� �; i I •� SUSPENDED DOOR 11: 36" DOOR 1 ° ; ^ New low cmu wall to match existing brick sill (3'-4" -4'-0" +/- dependent on O = C AT 24 O.C. OR B.O.CEILING PER MANUFACTURER CEILING, WHERE OCCURS EXIT 1 7 1/4" 21'_9" 7 1/4" 10'-0" 201 grades) height w/ metal fencing to underside of soffit X 5/8"GYP BD CEILING EGRESS CLEAR WIDTH = 3& 5 1 ROOM STQ13AEE _OFFIC New metal fencing over new sloping pre-cast wall cap over existing low brick Q �- B.O. CEISEE LING 20GA. MTL STUDS AT 16"O.0 U.N.O 79 PPL G 0.2"/OCC. = 15.8" 1 A4 1 2 1 RISER 104 103E 20 al - e tend fence to under id of str ctu a bo e. 1 X U ADJACENT TO SALES, 18 GA. PER MIN REQUIRED :. OK 1 1 _ 211 SF 97 SF - Nore 1 - - SiP @loo P� New storefront glazing over existing low brick wall to underside of structure DETAIL REFERENCED ABOVE CL 1. BRIDGING LOCATIONS IF i - 203 above X U 4 O PPLIE 2 REQUIRED, DETERMINE BY MTL 1 1 - - - - - - 2 Existin brick column ilaster X J to JOIST MANUF. 1 1 WALL FINISH A4.1 New re-cast wainscot to to align w b.o. wall openings. New fiber cement 2. IF WATER HEATER TO EXCEED 20 1O L 1 EXIT#5 (COVERED � p p g / GALLONS,MTL JOIST MANUF.TO SOUND ATTENUATING BATTS 1 EXTERIOR DELIVERY - - - - - - - 3 DETERMINE JOIST SIZES & 1 ONLY): ( O 1 0 205 siding wall finish above the pre-cast wainscot. ' X V 0 SPACING DRIVE PINS AT 32'O.C. 11/64"DIA. DOOR X2: 36" GATE a ' _ _ 30 xl dll rf d C e Ir fo a ix es tC X X `O T X 2"W/7/8"DIA. WASHER 1 g 3 1 WALL FINISH EGRESS CLEAR .Q ] r 1 1 A4.1 _ 1 - - - _ - - - ] Existing demising wall - seal/fill in door and frame with like for like WALL BASE,WHERE OCCURS WIDTH = 34" EACH SIDED FLOOR FINISH i EXITING FOR 3 PEOPLE ° m ~ i construction t0 match (5/8" gyp bd ea. Side, sound attenuation batt, etc.). A PROJECT NO. W __ Extend existing 1-layer 5/8" Gyp. Ed. To deck on Ace side. Install new 1 full-height T e 'X' G Bd. second layer on Ace side full height from slab to g 19-123.1 F.F. g Yp YP• Y g 1 r_ 1 303 302 deck. Follow 5/A2.1 for deflection condition. X DRAWN BY METAL WALL W/ 1 E 1 Z / Existing demising wall - seal/fill in removed mechanical penetrations with like TC,TFF PSUM BOARD CEILING oR 1 - - - ' 1 1 - - for like construction to match (5/8" type 'x' gyp. bd. ea. side., sound CHECKED BY 03 -a-T / 4.1 X - 1 attenuation batt) for 1-hr rating. Install second layer Type X gypsum boardIFF, JB 1/2"= 1'-0" (WALL_MTL_PLATFORM.dwg) / :OtUVERY V RIES SE ENCAR& 'r Xp2 FIN FLOQR 1 Q on Ace Hardware side of wall from top of slab to bottom of joists following / 1 O o � d I 1 W detail 2/A2.1. Wrap two-layers 5/8" Type 'X' Gyp. Bd. to parallel joist and up DATE SF - � - � - � � ' � � 11.11.2019 PERMIT SET / 1 ®app'SF/R 0 1 �- w to deck, firecaulk. Folow the requirements for 2-hour rated wall this side, ( ) U 1 w Ga 3 PPl e 307 - 303 including firecaulking all penetrations. GA FILE WP 4135 OR 4136 i X REVISION 12.12.2019 (BID SET) - Z 304 xisting load- eating U wall X X ? % �` J FE - 1 320 o LU 305 Existing load-bearing structural brick wall x A BID ADDENDUM 1 _ 1 _ 1.9.2020 �L -� \ O- _ _ _ _ ® � New 3-5/8" metal stud wall furring full height at 24" o.c. w/ R-11 batt e 1 9 2020 FIRE CAULKING (E) ROOF DECK (E) INSULATION 1 11 1 g g �BID ADDENDUM 2 (E) ROOF TRUSS 0 ' 10 OR=E I 306 insulation X X 2.16.2020 1 I I FE I +0,_S.. Q PROP REQ #01 11A (N) SOUND DEADENING BAITS , - _ _- r ♦ - - New 3-5/8 metal stud wall furring full height at 24 o.c. furring does not 2.28.2020 IN. FLOOR 2 - L g OM PE 307 continue over masonry opening X ASI #ot -' 308 New 6 metal stud wall furring full height at 24" o.c. w/ R-19 batt insulation X X l , _ U ISE TEMP OY E_ ] SERVICE I _ _ RAS O_ M i � AREA A _ _ _ 3.30.2020 Q 108 107 106 102 RFI #5 - /- - $SSF T 1�3SE 232 SF 5,53a SF _ _ 309 New 3-5/8" metal stud wall per 3/A2.1, height per detail X (R) R.A. FIRE MAIN @ SE/12T, 300 SF/P 21 @J30 SF P - New 6" metal stud wall per 4/A2.1, full height per detail �tINJI3E - #° _ - 310 P g P X X - RO 1 PPL _ X85 P - - L - - o N. 2 •� �., 103 New 6" metal stud wall to platform structure w/ batt sound att., 5/8" wr gyp Q I FIN. FLOOR �I� ' 311 bd X 109 A2.t - - - - - _ 312 New 6" metal stud wall full height per 3/A2.1 (sim condition) x (E) BRACING - 1 RAMP UP 1 (E) ROOF TRUSS ~ _ 1 5%a 1 320 New structural column at new wall opening X X - � - � � - - - � s 3 e s r c o t c e e ♦ FE I I x - - - i - - - I, r , 322 New structural column for rooftop unit above X SOFFIT FRAMING 304 H i i I ITT' 104 20 3.5"MTL STUDS @ - L - - 1 - 330 Llne o Canopy caning Above X 16"O.C. (N) ELECTRICAL CONDUITS 20 LOWER roil BSAA (2) 5'9'TYPE"X" (SERVING RITE AID) H SALES - - - -GYP BR (E) 5/8"TYPE"X" 340 New roof access ladder with secure access door, See 2/A3.1 X FIRE CAULKING GYP.BRD. ~ - s + a te' @3330 SF j 350 New base and wall cabinets, see elevation detail X ARCHITECTURE 8 PLANNING (N) 5/8"TYPE'X'TYPE'X' GYP 103 III III n BD. O/EXISTING 5/8" PE X' 1 0' I�+) - - - - - - - [ _ = 121 PPL 360 Extent of FRP to 48 AFF X BENNER (E) 6"METAL STUD WALL FE [ - - - - L - I II' 21 STAN G E 401 Existing storefront glazing X PARALLEL CONDITION ~ 306 L J Sot I 307 -1 ( 402 New storefront glazing x ASSOCIATES I I I 501 Two (2) new bike racks, see A1.1 for B.O.D. Coord. w/ Phase II scope X ARC H I T E C T S , INC. ACE HARDWARE RITE AID / I 301 � - � - � - � - � �_ � � 320 308 _ _ - - - � I I J1 lid 550 See interior elevations for all wall mounted fixtures and equipment @ RR's X � 306 TYP -0.458' - � +o I I THE WATERMAN BUILDING 2 SOFFIT DEMISING WALL DETAIL _ I I _ I _ _ _ _ _ _ _ = Expanded fire riser with dry riser (connected to riser in Rite Aid by 0 SE MADISON STREET SCALE: 3/4" I'-m" ` design-build, see Mechanical/Plumbing, including performance spec for more X ND, OR SUITE 430 / 601 info 401 4p2 ° 401 3503-670-0234 05 ®° ng _JI `� 0.375 - - - - - 701 Existing downspout X FAX 503-670 0235 V °e4 bsa@bsoarch.com s� - - - 10 J° ° ° ` �A� 501 I 1 b 18, ' P HIS x.200 ° 702 New mop sink X - - - - - - - � - - v - � - a- - - T '- - - -L - - - - - 1 COVER D LEGEND - FLOOR PLAN ° EXIT#1a . •° 4A* DIRE A ° ° EXTERI R 305 703 Relocated hot water heater x FLOOR DQOR� 1: SLIDING BREAtChWAY s , ° ° 2 �a° SALES 20 704 New accessible kitchen sink x PLAN 330 EGRESSCLI:AR WJD°TH = 66" 14y. (-45%j X01. 4 ° •1,080 S 100 ® 705 New accessible lavatory X MASONRY WALL +O FIRE SPRINKLER RISER (AFSR) ° 159 PPL Q 0.2"/OCC. = 31a8"MIN REQUIRED :.pK< 101 2 @ 30SF/ _ _ 706 New accessible water closet, flush control facing away from adjacent wall x MASONRY WALL WITH INSULATED FURRING (SHADE_ �F.R. GAS METER A3 1 t • . ° a • , ap - ° =°36 PP 201 Existing NEW) �I ° VARIES EXISTING g gas meters, see Plumbing (note existing gas line runs over head to x E J BC B BC BC ° _0 4S FIN. FLOOR 707 adjacent building at dashed lines) BUILDING C.M.U. EXPANSION JOINT. NEW 4A:80B:C SURFACE MOUNTED FIRE -1.78 ' C-17( EXIT#4 (G RDEN ARE _Q 1.317' 3' ° EXTINGUISHER COORDINATE WHEN BEING GATE X1: OUBLE GA 7pg New downspout, see plumbing X X NEW INTERIOR PARTITION WALL FE INSTALLED ON FIXTURES BY TENANT EGRESS CIL EAR WIDTH = 68" O o Existing Rite Aid Electrical Room and Data -see electrical for scope if x SOUND ATTENUATION BATT-WHERE SHOWN 36 PPL G 0. !"/OCC. = 7 2" MIN RE MIRED .% 0 OX STOREFRONT TYPE;A5.2 � 2 205 204 801 applicable EXISTING PARTITION WALL A4.1 802 Electrical equipment, see electrical x STOREFRONT SYSTEM O DOOR NUMBER;A5.1 A3 1NORTH A201 WALL&COLUMNS ABOVE FLOOR PLAN SCALE: 3/3Z'= 1'-0" f:\2019bsoprojects\19-123figadtownssquare\19-123.1 ace hadware figard towne sq\04 comtruction documents\19123.1 a2.1 floor plon.dwg 1 3/30/20203:06:20 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. MECHANICAL UNIT SEALING MATERIAL FOAM SEALANT TAPE ti� �JT THERMOPLASTIC MEMBRANE CAP RAISED CUR B POLYURETHANE SEALANT C7 VENT PENETRATION URETHANE SEALANT WOOD NAILER ROOFTOP EQUIPMENT #12 STAINLESS STEEL SCREWS WITH EPDM BACKED TFIOMASF.FALCON THERMOPLASTIC FLASHING BUTYL SEALANT GASKETED FASTENERS S.S. WASHERS @ 12"O.C. a � E a MIN. TWO FASTENERS a N 2 MEMBRANE ALUMINUM TAPE v PER SIDE g METAL COUNTERFLASHING,SEE NOTES 1 8 2 NO. 4787 STAINLESS STEEL I (IF BITUMINOUS THERMOPLASTIC z a REMOVABLE SHEET- THERMOPLASTIC BASE FLASHING ADHERED W/ NON-VOC y PORTLAND,OR CO FASTENERS AND PLATES @ 12" DRAWBAND CONTAMINATION IS PRESENT FLASHING O.C. AROUND PENETRATION ) COUNTERFLASHING BONDING ADHESIVE-TUCK FLASHING UP AND BEHIND MEMBRANE (FOUR MINIMUM) PENETRATION BOTTOM OF UNIT SKIRT 0 F O Z THERMOPLASTIC CAP THERMOPLASTIC THERMOPLASTIC FLASHING ADHERED MEMBRANE FLASHING MEMBRANE FLASHING FLASHING FASTENERS AND PLATES 12"O.C. MAX ao MEMBRANE BONDING ADHESIVE 2" 2" HOT AIR WELD FASTENERS AND PLATES @ 12" HOT AIR WELD N O.C.AROUND PENETRATION 1/2" HOT AIR THERMOPLASTIC MEMBRANE RECOVER BOARD WELD (FOUR MINIMUM) LAP TOP OF STRUCTURAL DECK THERMOPLASTIC CAP PREMOLDED CORNER _ FLASHING 2" WELDED SEAM 4— RECOVER BOARD SEALANT THE SPECIFIC SIF QYSTEM)UIRED FOR O L- SECUREMENTFASTENED AT BASE Oq AXON SINGLE-PLY ROOF MEMBRANE OF WALL OR CURB ALTERNATE Q SEAM PLATES AND BASE FASTENING MANUFACTURER Q FASTENERS APPROVED BATTEN BAR FASTENED 2 X 6 MIN. WOOD NAILER ATTACHED TO SUBSTRATE COVER BOARD 12"O.C. MAX O OVERALL THICKNESS TO THERMAL INSULATION MATCH INSULATION OB SECTION PREFABRICATED INSULATED CURB, (ATTACHMENT PER /�1 L STRUCTURAL NOTES: SEE SCHEDULE STRUCTURAL) W DECK Li 1. THE CURBS,TOP WOOD NAILER AND SEAL STRIP ARE TO STRUCTURAL DECK NOTE: L. ROOF THERMAL INSULATION, BE SUPPLIED BY THE CURB MANUFACTURER. 1. WHEN BASE OF UNIT PROVIDES LESS THAN 4"COVERAGE OVER TOP OF FLASHING, INSTALL SEE SPECIFICATIOINS STRUCTURAL ROOF THERMAL INSULATION, THERMOPLASTIC SEPARATE COUNTERFLASHING AS SHOWN. DECK SEE SPECIFICATIOINS MEMBRANE 2. WHEN POSSIBLE,THE MECHANICAL UNITS SHOULD NOT BE SET UNTIL THE 0) -1.— THERMOPLASTIC MEMBRANE ROOF MEMBRANE AND FLASHING HAVE BEEN INSTALLED. 2. COUNTERFLASHING TO BE 24 GAGE GALVANIZED STEEL, 24 GAGE PRE-FINISHED GALVANIZED NOTE: FOR THERMOPLASTIC COMPOSITE SEE DETAIL 1/A6.1 and SPECIFICATIONS NOTE: FOR THERMOPLASTIC COMPOSITE SEE DETAIL 1/A6.1 and SPECI3. WHERE THE SKYLIGHT, SCUTTLE OR SMOKE VENT FRAME OVERLAPS THE BASE FLASHING AT STEEL, .032"MILL FINISHED ALUMINUM OR 26 GAGE STAINLESS STEEL. SEE SCHEDULE(S) ON F. D ~ FICATIONS C LEAST 3 INCHES,THE REMOVABLE SHEET-METAL COUNTERFLASHING IS NOT REQUIRED. THE ROOF PLAN(S) FOR SPECIFIC TYPE OF METAL REQUIRED IN EACH ROOF AREA. `.l ROOF PENETRATION - OPTION 111311 ROOF PENETRATION - OPTION ''A" PREFABRICATED METAL CURB N 5 SCALE: 1"= Y T SCALE: 1"= V-0" N.T.S. nl j E JL-1 F = W I I N NEW HVAC ROOFTOP / UNIT-SEE STRUCTURAL AND MECHANICAL NOTES: - - - - - - _ _ — � 1. SEE DETAILS 3, 4, 5 THIS SHEET FOR PENETRATIONS AND �/H ROOFTOP CURBS. - \ O 2. SEE SMACNA MANUAL FOR ADDITIONAL SHEET METAL 5 0 _ W W DETAILS. ( ALL BELOW I � � 'r- - II U Li II 4 �'. '. I PEN TO DECABOVE-T ICAC U.N.O\1 U A4.1 INTED (SEE NISH SCHEU ULE) 11 3 Ln 11 / o II II U 3 A4.1 N GUTTE (N) DOWNSPOUT / (N) COLUMNS BELOW PROJECT NO. (N) GUTTER NEW COVERED AREA 19-123.1 EXPOSED TO DECK A4.1 1. 1 000 - ' DRAWN BY : N) ROOF ACCESS n I TC,TFF ADDER WITH CROSS- I CHECKED BY : VER PLATFORM a I I TFF, JB II i DATE E) DOWNSPOUT II (E) SINGLE-PLYWOOF 11.11.2019 (PERMIT SET) 11 REVISION METAL ROOF I I 2 1 3 301.2020 9 (BID SET) 1I s RFI #5 (E)I I6ARAPET JL - - - . . 0 c- - � II 11 II ...... .. . . .. L _ (E) ROOF TO UNIT o REMOVE EXISTING I I / NEW GYP BD CEILING-PAINED— — J OPEN DECK AB E-TYPICALN.O. HVAC EQUIPMENT I / PAINT P (SEE FINISH CHEUDULE) PLATFORM/SEAL EXISTING OPENINGS (RETAIN CURBS) / I 1L - - JI NEW HVAC,ROOFTOP _ UNIT-SEE STRUCTURAL AND I F- ADJACENT aw MECHANICAL BUILDING N.I.C. I II (E) ROOF DECK -- t.- -- — �� F REMOVE MOUE EXISTING n \I I BSAA CROSS LAD ER (N) ROOF ACCESS LADDERS WITH CROSS- ARCHITECTURE ARCHITECTURE & PLANNING A4.1 OVER PLATFORM s I I II / BENNER II (E) PARAPET I I LL NEW LIG TING WITHI HE DEMISER SPACE STANCE (E) PARAPET 11 EE ELECTRICL ASSOCIATES 2 II ARCHITECTS , INC. LJ Aa.1 I I II THE WATERMAN BUILDING I I 80 SE MADISON STREET PORTLAND, OR 1972314 0 1 T 503-670-0234 — — L — 1 — — FAX 503-670-0235 — — T — T — — / bsa@bsaarch.com 1 1 II 1 - -- I J CEILING - - _ — 1 - - - - T- - 7 - O E) AWNING II I (N TRI N LU T O FI I EXISTING I I AND ROOF rT� _ _ - T = = , PLANS T IT A4.1 I I I I EXISTING CANOPY-TO BE REMOVEDINLL I I I I I —FF _ —_ J_ 1 —_ _L —_ —_ IN PHASE II (SEPARATE PERMIT DOCUMENTS) TI 1 I PACKAGE T LIGHTING MODIFICATIONS TO BE UNDER PHASE II (N) SCUPPER AND DOWNSPOUT — — — — — — — — — — I I EXISTI G ENCLOSE NEW ANSLUSCEN I (N) CONCEALED GUTTER AND EW FRAMIN (N) DOWNSPOUT BUILT-UP SIGNAGE FACADE OVER EXISTING SIGNAGE FACADE (SEE DETAILS) A202 OF PLAN REFLECTED CEILING P AN (D_�F 3/32"= 1 -O" CALE: 3/&'= l'-0" NORTH NORTH f:\2019 bsa projecfs\19-123 Tigard towne square\19-123.1 ace hardware tigard townesq\04construcfion documents\19123.1 a2.2 ceiling and roof plan.dwg 13/26/2()20395:29 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. EXTERIOR FINISH SCHEDULE KEYNOTES - EXTERIOR ELEVATIONS ��tiRED ��r ITEM COLOR/FINISH TAG NOTE ( ice' W THOMAS F.FALLON (� REAR EXTERIOR DOORS &FRAMES PAIN TO MATCH EXISTING ADJACENT CMU. 10 Phase II Pilaster (coordinate adjacent work) 4 EXPOSED METAL STRUCTURAL FRAMING AT REAR POWDER COATED PAINT FROM MFR.SELECTION 11 Exposed GLB's gets finished in Phase II (SUBMIT HARD COLOR BROCHURE FOR SELECTION) a No. 4787 EXPOSED FLASHING 21 Dashed fixtures by Tenant under separate permit to provide edge fall protection y PORTLAND,OR Q& KYNAR FINISH PER MFR.SELECTION (SUBMIT HARD — ? COLOR BROCHURE FOR SELECTION) Future signage by tenant, coordinate with electrical junction box (note awning is replaced with OF O4 METAL ROOF, GUTTERS, DOWNSPOUTS, AND TRIM TAYLOR METAL CHARCOAL GREY SRI-25 . 22 build-out in Phase II) COMPONENTS 30 Line of grade beyond METAL WALL PANELS TAYLOR METAL STERLING GREY SRI-44 0 NEW STOREFRONT,SLIDING DOORS, & GLAZING MATCH EXISTING (DARK ANODIZED), MATCH 50 New chain link fence ^` EXISTING GLAZING REFLECTANCE 51 New chain link cantilever slide gate \ Y/ BRICK MATCH EXISTING BRICK, PROVIDE SAMPLES / 52 New chain link rolling gate EIFS TBD 53 New chain link gate 0 s` STEEL MEETAL FENCING AND GATES AND POWDER COAT BLACK gate New metal ae ^^`` HARDWARE 54 W CHAIN LINK FENCE COMPONENTS STANDARD GALV. MFR. FINISH 60 New bearing wall opening beyond O 0 Q 104 New concrete ramp, w/ handrails beyond N Q New concrete ramp with curbs and heavy duty rail each side. Terminate curbs for sliding gate O 105 clearance and terminate at trash enclosure (that side only) 7C3 CL 106 New concrete stair w/ handrails and guard New concrete slab, r ised with turn-down ed a se sections and enlar ed Ian W �,J +. New low CMU wall w/Pre-cast Concrete Panels (1-side) w/ pre-cast sill w/ metal fencing to D07 U 201 underside of soffit ,, /^� New metal fencing over new pre-cast wall cap over existing low brick wall to underside of v 202 structure above V) N E New storefront glazing over new pre-cast sill over existing low brick wall to underside of W 512 so9 203 structure above /11 4— 511 204 New Pre-cast Concrete Panel Wainscot over existing brick wall VJ N 301 xis mg urring eyon _ _ C: !y 304 Existing CMU wall � � 512 305 Existing brick wall O 306 New interior walls and/or furring-see floor plans � � U 320 New structural column at new wall opening U —tel 321 New metal framing for rear receiving area = � CL � 60 320 330 Existing canopy/awning > U 340 New roof access ladder with secure access door, see 2/A3.1 N N -- ------ i ------------ ------- --- I 401 Existingstore frontglazing r 1 OO L RAMP &GUARD I 402 New storefront glazing CV NOT SHOWN IN •� FOREGROUND FOR I 403 New automatic sliding entrance door 2 CLARITY 301 54 404 New metal door in expanded opening beyond (not shown)New metal door and frame, painted PROJECT NO. 708 50 53 306 21 104 21 301 11 202 405 19-123.1 510 New metal roof DRAWN BY : 2oa 511 New metal roof trim TC,TFF aMT ELEVATION / BUILDING SECTION 512 Metal wall panels CHECKED BY : —S 3/37'= 1'-0" 513 New metal flashing/coping TFF, JB 601 New Ceraclad Fi er Cement Siding, Contemporary Smooth, "Ash" DATE 6"X 1"CORRUGATED VARIES STEEL TREAD GRATING 11.1 1.2019 (PERMIT SET) 709 Built-in gutter closure REVISION : 12.12.2019 (BID SET) Z Ira 511 7/16"0 HOLE THRU-TYP 510 iv F FOR 3/8"0 HARDWARE Ll O 511 1 3/4" T X 1/4"STEEL 512 2.16.2020 PROP REQ #O1 If_ FLAT BAR-TYP 1"X 3"CHANNEL SPECIFY 18"OR 24" 50 FRAME STEEL O77M�� I I I 1 11.1 PLATFORM TOP VIEW LADDER PLAN N Q 3Z 13/4" RUNG p = O' a 321 0 < : gm CROSS-OVER O SPAN 0 o0 Ir-11 W 0 ZN Q � Z ' pY . w .• 30 1 1/4"SQUARE GRAB RAIL LO 107 CORRUGATED STEEL TRINGER 52 107 4--,05B 51 SAA O N o 3 SOUTH / REAR ELEVATION ARCHITECTURE & PLANNING LL SCALE: 3/37'= ,'-o" BENNE R SUBMIT LADDER SHOP 7 DRAWING TO ARCHITECT 3Ow STANGE FOR REVIEW A3.1 O ? C7 wASSOCIATES I op (1O � > EXISTING_ 22 2 305 ARC HITECTS , INC. in EXISTING A4.1 _ w 330 - - - - �� ` THE WATERMAN BUILDING > J 513 80 SE MADISON STREET SUITE 430 T'MIN M �� % PORTLAND, OR 97214 0 SPACING _ to /� — � 601 Ile ( 503-670-0234 w ° O J L.., FAX 503-670-0235 oZ I I bsa@bsaarch.com g Q o ----------- EXTERIOR Q o __________ __ __ __ — — -- - I ELEVATIONS > < TYP oQ _ ___r _I EXISTING AND DETAILS O H _ V II II II 1 1 Q II ( Ell: I 1 1 LU °` IL I% L4 j_ -4 MATCH EXISTING 1 I 1 1 I 1 3/4"DIA. ROUND TUBING RN.FLOOR EXISTING EXISTING M ET STEEL STRINGER > / 402403 403 203 204 201 T X 1/4!'STEEL WALL BRACKET-TYP 401 BEYOND FOREGROU FRONT ELEVATION SIDE ELEVATION A 3 • 1 D ETA I L I D49OFTOP LADDER NORTH / FRONT ELEVATION 2 N.T.S. SCALE: 3/32"= 1'-0" f:\2019 bsa projects\19-123 Tgard town square\19-123.1 ace hardware Tigard towns sq\04 construction documents\19123.1 all exterior elevatiom.dwg 1 2/16/2020 11:34:32 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. PRE-FINISHED METAL COPING WITH CLEAT& DRIPS CUSTOM SHEET METAL GUTTER 8 POLYCARBONATE ROOF PANELS W/DOWNSPOUTS MASONRY WALL tigED �Q AIR RIPPED P.T. PURLIN TRANSLUSCENT ROOF P.T. BLOCKING TRANSLUSCENT ROOF A4.1 �� ! PANELS,SLOPED 5/8:12 MIN PANELS,SLOPED 5/8:12 MIN 2X8'S � ROOF MFR. CLOSURE G~ T� PRE-FINISHED FLASHING P.T. PURLINS RIPPED 4V THOMAS F.FALLON (� FLEXIBLE FLASHING SELF-ADHERING MEMBRANE, WRAP FROM EDGE WHEN REFERRING FROM NEW TWO PAIRS 2X4'5 m, w 7/A4.1, DIMENSION IS P.T. PURLINS RIPPED TO SLOPE RIPPED BOT.TO SLOPE& �, � PRE-CAST CONCRETE > OF PURLIN, TO TURN DOWN @ EDGE COPING PLYWD TO SLOPE CEMENTITIOUS TRIM of PANELS VERIFY SHEET METAL GUTTER LINER MINIMUM COVER OF ' RIPPED RT. ONES TO FIT cn Z STONE ANCHOR O CEMENTITIOUS TRIM GLU-LAM BEAM NEW FIBER SIDING NO. 4787 Q ALLOW MIN.3/8"AIR GAP 1 7 PORTLAND,OR G PRE-FINISHED FLASHING SET IN Q BASE FLASHING PROFILE, NEW PLYWOOD J. 4�1 SEALANT BED-SEE DETAIL'A' FIELD VERIFY CONDITION , SHEATHING-ALL SIDES O F D4 w/SPECIFIC FINISHES REPLACE ALL EXISTING CONC.CURB — (HEM EDGE w/ SEE DETAIL NOTE FOLDED END) z N �� SIGNAGE BY TENANT NEW GLB's N TFIBER CEMENT FIBER CEMENT — NEW 2X4 FRAMING ^^,, PRE-FINISHED SOFFIT SIDING SIDING > W a ° I FLASHING-SPACING I COMPRESSION SLEEVES •— ° a $ ° PER MANUFACTURER BY CONTRACTOR O +- a AND NO SEALANT _ FOR OPEN VENTILATION SEE 8/A4.1 FOR NOTES L III—III—III ° AND ENLARGED NEW JUNCTION II I_� I I=I ( I I a STAINLESS SCREW PER J Q O CONCRETE PLAZA I I III I I I III=III °' ° 5 `n MFR-TOUCH-UP PAINT , ♦ BOX &CONDUIT _ — _ CONDITION AT HEAD ON SCREW HEAD ��^�� .� OF FIBER CEMENT I ♦ NEW BLOCKING AT Q (E) FOUNDATION = ° FIBER CEMENT SIDING SIDING -TYPICAL IGNAGE ANCHORS CENTER° O P.T. FURRING BLOCK A5.2 NEW GLB EXTERIOR PLYWOOD A5.2 , n1 d 9/16"X4"X4' SIM `_ SHEATHING-ALL SIDES W L AFTER-SET CURB NOTE: PROVIDE ° ON BRICK WALL W 1"CHAMFER w/ (2) #4 CONT. BAR a G qmm PANEL CLIP P.T. 2X6 FRAMING NEW FRAMING DRILL A HOLE 18"O.C.for 8"X #3 BAR ° 3"w/EPDXY EMBEDED INTO SLAB ° �° RIP RIGHT 2X4'S TO FIT 1 NEW FENCING NEW STOREFRONT OR FENCE n, EXT.PLYWOOD WIDTH RE-BUILT PER ELEVATIONS W SHEATHING RIP BOT. 2X4'S TO SLOPE } CONCRETE CURB / WALL BASE I W/GLB (SLOPE NOT 7 GARDEN CENTER SIDE-RETURN 6 GARDEN CENTER SIGNAGE BAND U SHOWN THIS DETAIL) SCALE: 1"= 1'-0" SCALE: 1"= l'-0' SEE THIS DETAIL 07 OPPOSITE SIDE WRB 1 FOR NOTES I EDGE GLU-LAM BEAM BEYOND EXT. PLYWD SHEATHING N ALIGN BOTTOM OF RAMP 24"OR FULL-HEIGHT SLIDE GATE 1 (n MORE FROM EDGE OF NEW TRASH 6"CONCRETE SLAB AND B U 1 LT-I N GUTTER ^^`` ENCLOSURE-DETERMINE EXISTING FOUNDATION (SEE STRUCTURAL) ELEVATION AND SLOPE 12%- 14%TO 2'-0" MEET EDGE OF NEW UPPER SLAB. L APPROXIMATE LINE OF EXISTING O CONSULT WITH ARCHITECT IF SLOPE ASPHALT/GRADE TO BE REMOVED METAL ROOF WILL BE OUTSIDE OF THE RANGE IN U EITHER DIRECTION WRB STANDARD MFR. SHEATHING 1 CONCRETE RAMP AND FOOTING (SEE TUR RAKE TRIM ASPHALT PAVING WHERE / EXISTING IS DISTURBED/REMOVED � VARIES L V FOR CONSTRUCTION \ \ \ \ T.O. DECK NEW TWO-SIDED ACCESS LADDER N N WITH PLATFORM-SEE DETAIL EXISTING ASPHALT PAVING /\\/\\/�\/�.l/��i I I IIS/ // // � // // //�\, I—I 11=) I I—I I\\j\\j\\ \\�\\%\\\ I ROOF FRAMING ° ° EXISTING PARAPET WALL AND COPING U 8 /\\\/\\ ,° \\\/\\\� I I ° _ EXISTING WALL MEMBRANE —r•e; I I-1 I I—I I —I I I 1 1 1—I I 1=1 1 / l _ ° O III- -I —III I — ( I J / —III—� EXISTING SINGLE-PLY ROOFING -- EXISTING PLYWOOD DECK 111 1 -1 1-11 I—III—I 1-1 —I 1 I\ 1 1 I AND ROOF FRAMING EXISTING PLYWOOD DECK PROJECT NO. 1=1 I I-I I I-I I I-I ° 1-1 — —111-111— —111-111\ \/� —III III— —I —III 111—I I 111— I —� ' ° AND ROOF FRAMING I-1 I 1=1 I I—III III EXISTING BATT INSULATION N BY 19-123.1 ° ° DRAW : METAL WALL TRIM TC,TFF METAL WALL PANELS ° 5 SECTION THROUGH DOCK RAMP 4005162-54@16"O.C. CHECKED BY : SCALE: 1/2"= 1'-0" I VARIES VARIES r` TFF, JB BOX BEAM W/2-6005162-54 T.O.EXISTING DECK T.O. EXISTING DECK TE SEE ELEVATION 2-400S 162-54 TAYLOR METAL B.O.WALL 1D1.1A1 2019 (PERMIT SET) GUTTER 12 (ROOF MFR.) REVISION SAWCUT ..� EXISTING BATT INSULATION 1 (MIN) � � ♦ 04 —s REAR CANOPY RAKE 12.12.2019 (BID SET) ROOF HEAD DETAIL CALE: 1 1/2"= 1'-0" METAL ROOF 1 TAYLOR METAL 1 12 (ROOF MFR.) 1 1 5/8 2.16.2020 HOOK EAVE �, ' NEW STRUCTURAL FRAMING-r- PROP REQ #Ol 1 W/ ♦ iiiiii Will GUTTER DETAIL EXISTING STRUCTURAL BRICK WALL AT NEW WALL OPENING�� NEW TRANSLUCENT ROOF PANELS 17 1 i PH. 1 1 u ♦ STRUCTURAL BLOCKING1- 1 STRUCTURAL FRAMING I ( STRUCTURAL COLUMN BEYOND NEW FURRING AND INSULATION ' ' 1 1 I I I NEW MECHANICAL 1 I DUCTWORK STRUCTURAL HEADER EXISTING CMU WALL I ' I I 1 NEW DOOR IN EXPANDED I JOISTS L MASONRY OPENING NEW FURRING PER PLAN ' 1 EXISTING PARTIAL HEIGHT I BSAA � � GLU-LAM BEAMS,SLOPED V.I.F. FURRING BEYOND I � N NEW STRUCTURAL HEADER ♦ HO TO MATCH EXISTIN 1 CHAIN-LINK FENCE ' 1 I I ARCHITECTURE & PLANNING Q COORDINATE WITH PHASE II NOTES: O 1 1 FACADE REMODEL 1. SEE STRUCTURAL FOR CONCRETE I I 60 B E N N ER REBAR, INCLUDING TIE-IN TO ' SIM. NEW STOREFRONT EXISTING SLAB. I I " STANGE Z NOTES: lO 1 ASSOCIATES � A5.1 1. CONCULT W/ARCHITECT IF A5.2 1 ±9'- '-VERIFY TO ACHIEVE 5%MAX ARCHITECTS , INC. 4 INTERIOR/EXTERIOR SLABS ARE 1'-6"MAXI I THE WATERMAN BUILDING iv MORE THAN 1/4"DIFFERENCE IN ELEVATION. 80 SE MADISON STREET DOWNSPOUT-TIE INTO EXISTING STORM LINE INFILL W/ CONCRETE, PRECAST CAP SUITE 430 DOWEL INTO INTERIOR AND EXISTING GARDEN LOW-WALL REMOVE PORTION EXISTING I I PRECAST CONC. BEARING CMU WALL EDGE OF RAMP PORTLAND, OR 97214 L 6'x 8" EDGE PROTECTION EMBED EXTERIOR SLABS 503-670-0234 NEW AUTOMATIC ENTRANCE PANEL I SEE PLAN FOR 6'CONCRETE SLAB AND FOUNDATION SEE STRUCTURAL EXISTING FLOOR SLAB I DOOR AFTER-SET CURB FAX 503-670-0235 ( ) EXTENTS OF RAILING ' EXISTING FLOOR SLAB I i AT UPPER LEVEL bsaC�?bsaarch.com ASPHALTDISTURB D/REMOAVING HEREEXISTING EXISTING MASONRY WALL AND APPROXIMATE LINE OF EXISTING ASPHALT/GRADE TO BE REMOVED I IS DISTURBED/REMOVED FOR FOUNDATION CUT FOR INFILL W/CONCRETE, CONSTRUCTION NEW SLAB TRANSITION DOWEL INTO INTERIOR AND 9 HANDRAIL-FLOOR MOUNTED LOPE CANOPY S EXISTING ASPHALT PAVING %MIN EXTERIOR SLABS A4.1 STAINLESS STEEL EXISTING MASONRY EDGE SHALL NOT PASO AT RAMP AND • ° . - •• ° ,• _— NVSPHERE SECTIONS FOUNDATION CUT FOR ° NEW SLAB TRANSITION RETURNS ABOVE AT UPPER LEVEL I I AND DETAILS 1 111—�1 > FIN. FLOOR _ °• \\ \\ \\ \\ \\ .l\\�fl\\�I\\�l (1 i�1 ,1 I\ 1 1 I I I I 111/11/11 •—•°•— —1 ( .. _ /� 0'-0" y 1` FIN. FLOOR 1—III—III=I III I III I III 11111TI ITI III III I �— — I III • - EXISTING PLAZA SLAB EXISTING CONCRETE SLAB 111 111 111 �\ \ \i 111 III 111 111, . I 111-III-III=111 /// • " -111-" '- _ v I I �;VIII-111-1��\L� I , , /I 11i111 111j11- EXISTING CONCRETE SLAB NEW CONCRETE RAMP 1—III I—III—I 11-1 1—I —I I _III_ EXISTING FOUNDATION AND FOOTING REMOVE PORTION EXISTING A401 (CUT EXISTING FOUNDATION WALL FLOOR SLABS AT NEW RAMP AS REQUIRED FOR NEW RAMP (NOT SHOWN) 3 SECTION THROUGH REAR CANOPY 2 SECTION THROUGH GARDEN CENTER SECTION THROUGH RAMP SCALE: 1/7'= l'-0" SCALE: 1/2"= V-9' I SCALE: 1/2"= 1'-0" f:\2019 osa projects\19-123 figard towne square\19-123.1 ace hadware tigard town sq\04 construction documents\19123.1 a4.1 sections.dwg 1 2/16/202011:26:58 PM ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. STRUCTURAL KEYED NOTES FOUNDATION PLAN NOTES 1 BARS TOP WEIGHT AND BOTTOM WALL, PARTIOF WALL ALLY 48"OC MAX W/#5 VERT BARS AT 32"OC AND(2)#4 HORIZ A FOR SCHCOMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS SEE COVER SHEET AND F R O E L I C H 2 GROUT(2) CMU CELLS W/#5 VERT BARS AT JAM/PILASTER AT EA WALL END/OPENING-TYP B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL NOTES AND ENGIN E E R A SUBMIT TO THE DESIGN TEAM FOR REVIEW AND APPROVAL. Suite SW Upper Boones Ferry Rd. 3 NEW 6"CONC SLAB W/#4 AT 18"OC EA WAY 3"CLR FROM BOT #115 Po t C ALL SLAB ON GRADE FINISHES SHALL BE PER ARCHITECT. Portland, Oregon 97224 Office: (503)624-7005 D REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS. Portland, OR. I Bend, OR. I Denver, CO. E PLACE SLAB ON GRADE PRIOR TO BACK FILLING WALLS. froelich-engineers.00m o F WALLS SHALL REACH DESIGN STRENGTH PRIOR TO BACK FILLING WALLS. S-1AUCTUf�,y4 MONITOR LS FOR G COMPACTION. PROVIDE REQUIRED.IGNS OF SHORING AS ASLLING OR DURING BACK FILLING AND GINE o H FIELD VERIFY ALL EXISTING FOOTING SIZES WHERE NEW FOOTINGS ARE BEING ADDED. — - - - - - - - - - - - - - - - - - - - - - - - - - - 51411 y r K ALL POST INSTALLED ANCHORS ARE TO BE INSTALLED W.ADHESIVE INTO FULLY GROUTED ° I I CMU CELL WITH 4"MIN EDGE OF GROUT UNLESS OTHERWISE NOTED. L REFERENCE DETAIL 8/S5.1 FOR NEW RAMP AT LARGE CMU OPENING. S OREGON 0 I I F . 22 �� 1 II I I ` EXPIRE II II ® ° ° i I FOOTING SCHEDULE HARSH RFI TYPE SIZE REINFORCING NOTES INVESTMENT 4'-3"WIDE x 14"DEEP x LONG:#5 BARS AT 12"OC TYPE] r FI- 1 CONT TRANSV:#5 AT 16"OC TRASH ENCLOSURE PROPERTIES I 2 2'-0"WIDE x 2'-0"x 2'-3" (q)#q BARS EA WAY TOP&BOTTOM e I I I I 2 DEEP I 1'-4"SO x 18" FTG 3 2'-0"WIDE x1'-0"x CONT (3)#5 LONG 3"CLR FROM BOTTOM ° s5.1 53.1 I I W/(2)#4 EA WAY 2'-0"WIDE x 1'-0"DEEP x (3)#5 LONG&#5 TRAN AT 9"OC,CENTER IN PORTLAND, OR SLAB THICKENED TO 1'-0" 5 5 I I 3"CLR FROM BOT 4 3'-6"LONG FTG, EMBED TRAN BAR 6"W/SIMP SET 3G DEPTH x 6"WIDTH W/ SS 1 S5.1 INTO(E)FTG (1)#43"CLR FROM BOT - 7 L I I 3 I 2'-0"WIDE x 1'-0"DEEP x (3)#5 LONG&#5 TRAN AT 9"OC,CENTER IN 7 5 FTG, EMBED TRAN BAR 6"W/SIMP SET 3G 13,11 I I E I 6'-0"LONG I i 2 TYP AT 55.1 INTO(E)FTG 5.1 j WALL ENDS I I CAST UNDER 1 I I IM I 6 6-0"SQ x 1'-0" DEEP (6)#5 EA WAY 3"CLR FROM BOTTOM EXISTING FTG FI-1 3 1' � I �� I 7 -6"SQ x 4'-0" DEEP GATE FTG ( — 3 o 0 NOTES: 6"THICK RAMP SLAB W/ #4 AT 16"OC EA WAY T' I 1❑ '�————— I 1. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS NOTED OTHERWISE. CLR FROM BOT I I I I I o 'P1102I F-3] I I I 0 J 0 I 2 El 2 ii W 3 Jr- -- --- - - ------ I I 0 TM I I ss.1 I I I O I I 36"THICK SLAB W/#4 ATJ/ I 18"OC EA WAY 3"CLR I I 11 TMP o JFROM BOT. o I I W W S5.1 I z Ir - - - - - - - - - - - - - - - - - WW I I L_ -J L-—j I I I El El ° U I _ I I I ----- 3 L-,E] Z Q W I I(E)r-0"W x 1'-a'x CON I 1 I I I FTG W/(2)#SCONT. L______J N Q � N I l i i I I Q LU a< 0 IL I I ---- c I I I I 1 LD V � � I I I I s3.1 Q CID II I I I I I I E] ` +- J PERMIT SET II II i l I I /— I / FTG W/(3)#5 CONT. I I IF I I REV DATE ISSUE TITLE I I i I Q FEB 14, 2020 REV-1 I IS3.1 RFI-6 MAR 16, 2020 RFI-6 L, I i ID I I (E)3'-0"x 4'-0"x 1'-0"FTG I �(E)T-0"x 4'-0"x 1'-0"FTG J 4 4 r - � r - � r - � r - � rJ C�� -- - - - - - - - - - - - - - - L J L J PROJECT MANAGER: SNF (E)4'-0"SQ FTG (E)4'-0"SQ FTG (E)4'-0"x 5'-0"FTG (E)4'-0"SQ FTG I I (E)2'-0"x 1'-0"x CONT DESIGNER: NKL FTG W/(3)#5 CONT. 3 DRAWN BY: r PROJECT NO: EMBED FTG LONG BARS 7 DATE: 11/13/19 INTO EXISTING FTG 6"W/ SIMP SET-XP S5.1 (E)4'-3"SQ x r , SCALE: AS SHOWN I I (E)2'-0"x 1'-0"x CON ( 1'-3"FTG I ® I FTG W/(3)#5 CONT. — J II II I I SHEET TITLE: I L_ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ � �, I ®I - - - - - - - - - - - - - - - - - - FOUNDATION (E)4'-3"SOx L PLAN 1'-3"FTG SHEET NUMBER: 1 FOUNDATION PLAN S1.1 SCALE: 3/32"= V-0" IS1 m 1 19-T198 FRAMING PLAN NOTES STRUCTURAL KEYED NOTES A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS SEE COVER SHEET AND F R O E L I C H 4 (2) SIMP SSC4.25 W/3/8"ALL THREADED ROD EMBED 3 3/8"INTO FULLY SCHEDULES. ENGINEERS e GROUTED CMU CELL W/SIMP SET-XP ADHESIVE: INSTALL(1)CLIP EA. B FIELD VERIFY EXISTING CMU WALL REINFORCEMENT SIZE AND PLACEMENT AT NEW 17700 SW Upper Boones Ferry Rd. OPENINGS. NOTIFY EOR IF THERE ARE NOT#5 VERTS AT 48"OC AT CMU AND#5 VERTS AT 32" Suite#115 SIDE W/4" MIN BTWN ANCHORS Portland, Oregon 97224 5 MSSC4.25 CLIP AT EAVE SANDWICH BETWEEN BACK-TO-BACK JOIST AT STRUCTURAL BRICK OPENINGS. IT IS ASSUMED THAT EXISTING WALLS ARE PARTIALLY Office: (503)624-7005 GROUTED. Portland, OR. I Bend, OR. I Denver, CO. 6 HU HANGER @ EA. GL TO GL BM C VERIFY SIZE AND LOCATION OF ALL MECHANICAL AND WALL PENETRATIONS. froelich-engineers.com 7 HU HANGER @ EA. GL BM INTO FULLY GROUTED CMU CELL W/ 1/4"x2 D REFERENCE ARCHITECTURAL FOR ALL EDGE OF SLAB DIMENSIONS. 0 3/4"TITEN SCREWS. E NEW MECHANICAL UNITS ARE ASSUMED TO BE REPLACING EXISTING MECHANCICAL UNITS StRUCTUq,g4 I I I I I I I I I I I 1 I I I OF EQUAL OR LESSER WEIGHT.ANCHORAGGE OF UNITS ARE PER HAVAC CONTRACTOR. �PE� PR�FFS (E) 18"TJL COLUMN SCHED �G1NErr F9 / 51411 AT 48"OC I I A 3"SCHED 40 STD PIPE cc 9 17 B HSS 6X6X1/4 C HSS S,OREGON � S7.2 A ,p, I I I I I I I I I I I I I I I D HSS 8XBX1/4 �, ,•22 1y-G0 (E) 5 1/8"x 24"GL BEAM (E)6 3/4"x 25 1/2"GL BEAM - _ _ _ - - - - - EXPIRE I I I I I I I I I 0 0 4x12 DF#2 W/SIMP HU412 FI-5 7 HANGER TO (E) GLB B I 1 I I I I (N)C8x11.5 I I I I I I 1 I I I I I I HARSH 2 (N) RTU REF INVESTMENT 0 B I I S3 1 I I I DETAIL 17/S702 1 PROPERTIES 5 5 ss.i S5.1 I (E)28°TJW I I I I I 1 I I I AT 48"OC g� 6x6 DF#1 COLUMN W/SIMP BC6 POST CAP PORTLAND, OR BAND SIMP ABU66Z W/5/8"ALL THREAD ROD I I I EMBED 5"W/SIMP SET 3G ADHESIVE I I I 1 i A (E) 5 1/8'_x(1)25 1/2'_GL BEAM I 1T 1 (E)6 3/4"x 31 1/2"GL BEAM I T TT1 � I 17 0 T1 - m �. q X I 0, 5 I I I I I I I I I I I 15 S7.1 � TYP oN S7.1 S7.2 4 0 y N $7.1 MS200 DECKING 18"22 A A Z' A GAUGE W/CLIP SPACING N E) 28'TJW AT 3'-0"OC (N) SS6X4X1/4 BM 5800 �� I00 I 1 1 AT 41"OC I i I I I J I 16 AC ZTO- C"K 50-6 5/8" PLYWOOD EXPOSURE/APA 5162_ S7.2 W RATED SHTG W/#10 WOOD TO @ 21-0"OC TYP I LAMINATED W/#10 TEK 1 1 1 I 1 1 I METAL TEK SCREWS AT 6"OC 6 �CR�WS I�T 8"�C AT PANEL EDGES AT 12"OC IN FIELD S7.1 I I I I I I I I I I 1 4 I I I I I I 5 C C - (E) 5 1/8"Ix 27"GL BEAM (E)I6 3/4"Ix 33"G L B I M _ _ W � I I I S7.1 I I I I I IN C112x 20.7 I I 1 I I I I I I I I I I D I I 1 1 1 1 1 1 i I i i 1 1 I 1 I W ~ 1 1 (N)W2468 I I I I I I I I I I I I I I 1 I I I I I I 1 1 I I I I I I ZLu m (E) 34 TJW I I I I I 1 I I I I I I 1 I I I I I I I I AT 41°OCI 1 1 I I I I I 1 0 Q Fl[5 04 I L I -JI I I I I I I I I I I I I I I 1 I I I I I 1, Iti, S3.1 18 6x10 THEM FIR#2 RS,SLEEPERS, 2 ¢ 0 (E)48"TJH I 87 2 EXTEND PROUD OF RTU OVER 1 1 a O 1 I 1 1 AT 4'-0"OC I 1 1 ISI D 1 I 1 1 (3) ROOF JOISTS MINIMUM W 3r ci ( ) 518"x 1/2" LB M ( )634I'x311/2"GL BEAM I I I I I I I I I I I I I I III I I I 1co ~ 4x10 HEM FIR#2 PT W/SIMPSON 4x10 HEM FIR#2 PT W/SIMPSON HUC`610 HANGER EA END I I I HUC610 HANGER EA END PERMIT I I I I I I I I I I 1 I I I /I (N) RTU REF 1 1 1 (N)W24x68 DETAIL 18/I 702 J(N) SET El (E) 18°TJI (E) 30"TJLAT 24"OCAT 48"OC REVDATE ISSUE TITLE 1FEB 14, 2020 REV-1 11 1 (E)6 3/4"128 1/2"GL BEAM ZZ (E)TRUSSES (E)TRUSSES AT 2'-0"OC AT 2'-0"OC I I I (E)2X12 AT 24"DC I ----------- ------------------------------------------------------------------ 1311� 0- l) ` PROJECT MANAGE R: SNF � l)5112'1 6 0„ OC DESIGNER: NKL SUN SKY 12"X 0.59"THICK DECKING W/ F DRAWN BY: 1/4" 0 x 1 1/2"AT 6" OC @ SUPPORTS 2 - AND 1 1/2" SCREWS @ 15" OC AT SIDE LAPS n U U PROJECT NO: 57.1 v co - x O DATE: 11/13/19 8 ]a N co ifrl N io GJ (N) 5 1/8"x 13 1/2"GL BM (N) 5 1/8"x 13 1/2"GL BM v W ¢ W ¢ SCALE: AS SHOWN V/A 4x6 HF#2P.T.CEILING 1 SHEET TITLE: JOISTS AT T-0"OC 3 FIELD VERIFY CONDITI N OF(E) BMS FOR 57.1 DETERIORATION, (E) CAN REMAIN IF BM DOES NOT SHOW SIGNS OF ROOF FRAMING DETERIORATION PLAN SHEET NUMBER: ROOF FRAMING PLAN S�.2 SCALE: 3/32" = V-0" S102 19-T198 CL #5 X T-6"AT 12"OC EMBED 6"W/ I TOP CAP&WATERPROOFING CL SIMPSON SET XP INTO FULLY GROUTED CL WALL AND PER ARCH. (NOT BY FE) RAILING DESIGNED BY CMU CELL ;MATCH TRAN REINF TYP. FOOTING (2)#4 CONT OTHERS (DEFERRED #5 TRAN AT 12" SUBMITTAL) AT 12"OC #4 AT 12"OCW/SIMP SET FROELICH ADHESIVE INTO GROUTED ENGINEER 5 i CMU CELL(FIELD VERIFY) GL L4x4x1/4x0'-4"AT 24"OC W/ WALL REINF, REF 17700 SW Upper Boones Ferry Rd. • • 6" EMBED 5/8" DIA ATR EMBED 5"W/ PLANS Suite#115 SIMP SET ADHESIVE INTO CMU WALL AND Portland, Oregon 97224 a FULLY GROUTED CELL REINF, REF PLAN Office: (503)624-7005 g 6' ri (E) CMU WALL (3) SIDES v Portland, OR. I Bend, OR. Denver, CO. 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I INTO TURNDOWN SLAB SLOPE REF ARCH a I III SLAB EDGE /� A REF PLAN REINF ° (N)6"CONC RAMP SLAB W/#4 AT ISI I I I m PROJECT MANAGER: SNF w 16"OC EA WAY 3"CLR FROM BOT, REF PLAN w r#4 DESIGNER: NKL THICKEN AS REQUIRED AT ' DRAWN BY: w TRANSITION 4(E)CONC SLABM PROJECT NO: (E) FTG&STEM WALLDATE: 11/13/19 SCALE: ASSHOWN 00000000GATE SUPPORT FOOTING DETAIL SCALE: 1"= 1'-0" gZING S5.1 19-7198 a - w 9 (N) FTG REF PLAN SHEET TITLE: FOUNDATION • DETAILS U i+> INTERIOR RAMP DETAIL FTG SIZE & REINF REF PLAN RFI- S5.1 SCALE: 1"= 1'-0" 3 COLUMN CONNECTION TO FTG 19-7198 SHEET NUMBER: S5.1 SCALE: 1" = 1'-0" 19-7198 5501 FENCE DESIGNED BY OTHERS W/90"OPEN AREA SOLDIER COURSE TO F R O E L I C H MATCH EXIST EN GINEER56 2"CLR P 17700 SW Upper Boones Ferry Rd. (2)#4 HORIZ, EMBED 6"EA. Suite#115 END INTO EXIST. BRICK Portland, Oregon 97224 WALL&COLUMN W/SIMP Office: (503)624-7005 SET ADHESIVE Portland, OR. I Bend, OR. 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Bend, OR. Denver, CO. 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PT SLEEPER = # REF PLAN 0 0 Of Z 5" EMBEDUj SIMPSON A35 CLIP AT 36"OC x E ¢ EA SIDE, (3) MIN EA SIDE = w m i (E)TRUSS I I 19 m Zg S7. o ? 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DROP DUCT TO NEW STRUCTURE ELEVATION, ROUTE S 11. Mcc\, TIGHT TO STRUCTURE. EXPIRES: 12/31/20 2. INSTALL AIR CURTAIN PER MANUFACTURER'S INSTRUCTIONS. CENTER ABOVE OPERABLE PORTION OF DOOR. N 0 0 +' 0 Q- 0 0 6x6 1 62x18 W LD) 4- 65 TYP 2 UP T RTU-2 ° ° STORAGE WOFFI � U 11, (/) F l/��`) E EWH-3 �✓ �` ° 48 8 RG- F /Nn`` 85 6x6 6x6 RG-1 ' 55 TYP 2 0 U — ❑ ° ° 2 L 24"0 I L U ❑ O 8x8 G-1 U O 110 P2 ° 10x6 SG-1 295 TYP 6 UNISEX PROJECT NO. RESTROOM UPPER LES 9-123.1 DRAWN BY : 6" G-1 TC, TFF 7 P2 Q AC-3 2 CHECKED BY �lll o TFF, JB FE 10x6 SG-1 SERVIAREA o 0 0 o DATE UNI r -fin 210 11.11.2019 (PERMIT SET RESTROOM- AHU-2 T REVISION F12.16.2019 (BID SET) � FE j6 SG-1 8"0 1 — F 3.27.2020 EWH-2 ARFI #5 10"0 UP TO EF-1 EMPLOYEE ROOM 1 EWH-1 18"0 11611 r - - 10x6 SG-1 L — — 1 295 TYP 5 36x18 RG-1 2835 E LOWER SALES 0 0 0 102 10x6 SG-1 315 TYP 3 1 FE LN LE 1 22"0 fm ra 1713 10x6 SG-1 315 TYP 6 T HU-1 AC-2 2 A - - - - _.- - — 1 8 — .� 2 . AC-1 Sze a a A •. ° e • A e `A 'A. e4 A E 4. OVERALL PLAN - p MECHANICAL a � INTERFACE 1 OVERALL PLAN - MECHANICAL E N G I N E E R I N GMZ . R PROJECT 2019-0641 H 0 8' 16' 24' CONTACT TAYLOR EDWARDS 100 SW Main Street,Suite 1600 SCALE: 3/32"=1'-0" Portland,OR 97204 TEL 503.382.2266 w .interfaceengineenng com \2019 2019-0641\cad\mechanical\0641 m2.1 dw 3/2//20209:5420 n ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS, INC. FIL : 0 41M2.1.DWG — LAYOUTI EDIT: 3/27/2020 12:01 PM BY TAYLORE PLOT: 3/27/2020 12:05 PM BY KAYLA AHNEN �:ED PROFESS G 1 N FFp10 e 84929 �6 OREGON p 9'y�c �G/✓E 5,2�� ,P s M, McG�� EXPIRES: 12/31/20 N o 0 } o � Q} W o F.R. 1.L (D 0 CLR � } ® c 0 0 (D VNI F V) AH -2 N 0 c: U C U ° v ' U o C PROJECT NO. 19-123.1 I I DRAWN BY : TC, TFF CHECKED BY : 0 TFF, JB DATE 11.11.2019 (PERMIT SET) F 7 REVISION : II II 12.16.2019 (BID SET) e LL = ARFI #5 20 EF-1 I I I I I I I I I I I II � III II F AHU-1 V I V ROOF PLAN - MECHANICAL INTERFACE R 1 ROOF PLAN - MECHANICAL E N G1 N EE R I N G RrTi 0 8 16 24 PROECT coNracT TAYLOR E DWARDS M202 100 SW Main Street,Suite 1600 SCALE: 3/32"=1'-0" Portland,OR 97204 TEL 503.382.2266 www.interfaceengineenncj.com \2019\2019-0641\cad mechaNca1\0641m22.dw 1 3 27/2020 11:5 :17 n ANY REPRODUCTION AND/OR MODIFICATION IN ANY FORM OF THIS DOCUMENT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF BENNER STANGE ASSOCIATES ARCHITECTS,INC. FILE: 0641M2.2.1D G — LAYOUTI EDIT. 3/272020 12:56 PM BY KAYLAA PLOT: 3/27/2020 12:56 PM BY KAYLA AHNEN