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Plans (16) BUP2019 -00081 ( 4/g ) OFFICE COPD � ODOCo . A, City of Tigard q T.O.6 ARAPE_T 1 i� -- - Bye - Da � Date � - -�j d Plans • • 2918 �N I T.O. PARAPET 45' -6" rrO o OF 010 B.O. USS 4 PUSS U a W F.F. FOURTH FLOOR LL 6^ U) � toRECEIVED Lu !; W JAN 9 2020 ►— F.F. THIRD FLOOR J CI rY OF TIC-4ARD =ir o 3:22'WIT g a BUILDING DIVISIONS Vm 3 3 � 12 SOECOND_FLOOR = u m _ Z 04 IN m � O N N I W z N \ J v LL a N F.F. GROUND FLOOR � Q " 0'_0.. __ _ u LLI Q W Z F.F. BASEMENT z _o. Z) O N = ~ W WEST ELEVATION-WINDOW AREA - -- z � m 1 SCALE: 1/8" = V-0" 00 Q U) Q W _ V � Q U BB CC w } O < L T.O. PARAPET`I _ V U) O 48 6 WINDOW AREA CALCULATION: Y Of u- T.O. PARAPET 2 V = w O -6 — — O .0- GROUND FLOOR (30% GLAZING REQUIRED) w cU B4O,TRUSS _-_-- . 4, -6 _ WINDOW AREA: 274.5 + 179 = 453.5 SF w (n a- WALL AREA: 648.2 667.2 = 1 ,315.4 SF O - GLAZING PERCENTAGE: 34.4% o FOURTH FLO.OR_ LL 32'_6" � rn OF PERMIT Irl- F.F. � VALIDITY - UPPER FLOORS (15% GLAZING REQUIRED) THE ISSUANCEOFAPERMIT c `N BASED ON CONSTRUCTION G - WINDOW AREA: 214.3 + 564.7 = 779 SF DOCUMENTS AND OTHER o a W - WALL AREA: 1 ,541 .3 + 3,053.8 = 4 595. 1 SF DATAS DEOFFICIALFR M U F_F.THiRDF�o� g J - GLAZING PERCENTAGE: 17% ' REOURINGTHECORRECTION 22' 3" z 3 OF ERRORS. OSSC 105.4 3 WINDOW AREA CALCULATIONS I u PROJECT NO. 17055 } F.F. SECOND FLOOR 12'_0" x o 09.30.2019 � N r _y M RED �- - ROCK W CREEK o a REVISIONS:# COMMONS � zt GROUND FLOOR w LL �LL � rc N� w � 7 N 2 N � cl) S 0 LL K II J 7 r <W I w Qof � Q Q v OJ CITY OF TIGARD J ELEVATION AT NORTH WING—WINDOW AREA Approved Planningk3A4000 ) WEST SCALE: 1/8" = V-0" Date: "SAV il' initials: _Sc� $ GENERAL NOTES: 40DOCo E H 1 4 J A. ANY OBSERVED,KNOWN, OR VERIFIED CONDITIONS(S) - A5.02 THAT ARE MATERIAL TO THE PERFORMANCE OF THE p ��� 1 SIM 1 SIM 3 1 4 OTORK HERWISE RIBED BY THE EQUIRE INTERPRETATION CT OSHALL BE OR A5.11 A5.11 A5.02 A5.02 417 410 412 A5FE .12 1 REPORTED TO THE ARCHITECT IN WRITING ON BY THE CT DOCUMENTS. . 0 ON T.O. PARAPET6k 48 fi" o - - -- -- - 8. REFER TO O ENLARGEDD ELEVATIONS�AND WALL SEC IONS PM ��a r0� RAPET 2 - _ - FOR ADDITIONAL INFORMATION. /�� \7 45' _6 - " 12 - -- _ V1' O - A8.21 -- A$21 C. NOT ALL APPURTENANCES MAY BE INDICATED. .0. TRUSS - - -- _ CONTRACTOR TO COORDINATE SIZES, QUANTITIES, 41' LOCATIONS,AND TYPES PRIOR TO COMMENCEMENT OF 10 WORK. a E 0 A821 D. PAINT ALL APPURTENANCE BLOCKS AND ASSOCIATED W U METAL FLASHING TO MATCH ADJACENT SIDING OR TRIM. L rr F.F. FOURTH FLOOR E. PAINT ALL METAL VENT COVERS TO MATCH ADJACENT o 32'-6" - - SIDING. PROTECT AND CLEAN OPERABLE PARTS TO - ENSURE PROPER FUNCTION. V ` 5 W m F N F. GUTTERS AND DOWNSPOUTS TO BE PREFINISHED � m o METAL. = 0 3 - - F.F.THIRD FLOOF - f- 5 Q — = u F.F. SECOND FLOOR - 23 Z O � N d Lo o � a - W � g t N - E A8.23 F.F. GROUND FLOOR V O - - - e o _ - = KEYNOTES: U 403 <413> <41>5 <41>8 <41>6 Z F.F. BASEMENT 401 METAL PANEL SIDING 402 ARCHITECTURAL METAL LOUVER AT PTHP, TYP N O 4oz a13 aos NX 403 ALUMINUM STOREFRONT GLAZING w WEST ELEVATIONo o Q 405 METAL TRIM SCALE: 1/8" = I�-O� 408 FABRICATED STEEL SUN SHADE WITH WOVEN WIRE CC 0 MESH C 0 reof w ? 6 7 $ 9 i 011 409 FIBER CEMENT LAP SIDING WITH THREE EXPOSURES O Q O W W 4 4 2 410 FIBER CEMENT LAP SIDING, 4"LAP V — U A5.11 A5.01 A5.01 Y � Q Z 408 412 410 417 401 410 412 PREFINISHED METAL FLASHING CAP W } O C T.O.6PARAPET 1 0 413 BOARD FORMED APPEARANCE AT EXPOSED CONCRETE LL- C - - _ - 0 �¢ . T.O,PARAPET 2 _ - - - - - - - _ - - 414 TYPICAL CONCRETE FINISH U O 45'-6" a 21 IF 21 415 WOOD OR COMPOSITE T&G SIDING: STAINED CEDAR, O Z O O. TRUSS OR RESYSTA COMPOSITE 00 416 ALUMINUM STANDOFF LETTERINGLij Q I A8.21 21 , A8.21 417 DOUBLE GLAZED VINYL WINDOWS O a F F FOURTH FLOOR _ 418 ADDRESS DECAL, 4"MIN. F.F.THIRD FLOOR U' 3' 22' - - _ LEGEND: EXTERIOR ELEVATIONS ® FIBER CEMENT LAP SIDING PROJECT N -- F.F. SECOND FI ' — - - - - _ 055 --c - 2� - ® 4" FIBER CEMENT LAP SIDING ® VERTICAL T&G WOOD SIDING X 09.30.2019 - METAL PANEL SIDING Q REVISIONS: F.F. GROUND FLO LOUVERS ; 13 ASI 10 11.22.19 'L 17 ASI 14 12.06.19 1 2ASI 18 01.09.20 ASI 17 01.09.20 BOARD FORMED CONCRETE _ CONCRETE 8 H 8 3'-0" EXHAUST CLEARANCE Q A8.14 a W 413 414 403 415 409 z 8 EXHAUST VENT, REFER TO MECHANICAL z 2 E2VT9,EVATION W A4 . 01 z z GENERAL NOTES: A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) THAT ARE MATERIAL TO THE PERFORMANCE OF THE WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR OTHERWISE REQUIRE INTERPRETATION SHALL BE PROMPTLY REPORTED TO THE ARCHITECT IN WRITING B. REFER TO ENLARGED ELEVATIONS AND WALL SECTIONS 29 FOR ADDITIONAL INFORMATION. OF B.C. 4V- 6" C. NOT ALL APPURTENANCES MAY BE INDICATED. CONTRACTOR TO COORDINATE SIZES, QUANTITIES, LOCATIONS,AND TYPES PRIOR TO COMMENCEMENT OF WORK. a. E 0 D. PAINT ALL APPURTENANCE BLOCKS AND ASSOCIATED LU METAL FLASHING TO MATCH ADJACENT SIDING OR TRIM. UN 18 i� ,cp Fj��F co 3 69URTH FLOOR E. PAINT ALL METAL VENT COVERS TO MATCH ADJACENT SIDING. PROTECT AND CLEAN OPERABLE PARTS TO L) a) ENSURE PROPER FUNCTION. Lu F. GUTTERS AND DOWNSPOUTS TO BE PREFINISHED METAL. 0 3: 0) _5�-F T LOOR �j 3�11RDF 0 CD -Z 0 -i�-F.F. SECOND FLOOR 12'-0" un cli 0 C-4 ui 04 F.F. GROUND FLOOR 777 0 LO KEYNOTES. ENT 401 METAL PANEL SIDING Z) (y) 402 ARCHITECTURAL METAL LOUVER AT PTHP,TYP N 0 04 T- 414 403 ALUMINUM STOREFRONT GLAZING r�- w <�� TYPD<4< Typ 409 FIBER CEMENT LAP SIDING WITH THREE EXPOSURES 0) �EEAS�T ELEVATION -'7p X 00 s -0" 5 0 < 410 FIBER CEMENT LAP SIDING,4"LAP Q 20 ry Lij 411 THROUGH WALL FLASHING 2 0 0 < LL w 412 PREFINISHED METAL FLASHING CAP 0 LL C) 412 409 2 4 414 TYPICAL CONCRETE FINISH < z A5.01 A5.01 ui < 415 WOOD OR COMPOSITE T&G SIDING: STAINED CEDAR, uj 01 0 2 T.0- PARAPET 1 FE OR RESYSTA COMPOSITE u- 2 cf) RAPF7 417 DOUBLE GLAZED VINYL WINDOWS 0� LL W-6. W Z �Ki c� o z 0 B 0 TRUS�� 41'-6" 10 5 < W U) A8.2 F URTH FLCLOR 0 F-F.THIRD FLOOR 22'-3" LEGEND: EXTERIOR ELEVATIONS I? FIBER CEMENT LAP SIDING PROJECT NO. F.F. SECOND FLOO�� n m 17055 12'-0' 4" FIBER CEMENT LAP SIDING 12 09.30.2019 VERTICAL T&G WOOD SIDING x 7 METAL PANEL SIDING REVISIONS:zi� ----------- Lu 13 ASI 10 11.22.19 Ell LOUVERS x � F.F. GROUNDFLOOR a. w 0 17 ASI 14 12-06.19 z � Lu 0 21 ASI 18 01.09.20 1: 0 BOARD FORMED CONCRETE w CONCRETE AF.F. BASEMENT LL i -9 o" T-0"EXHAUST CLEARANCE 4> I U) El EXHAUST VENT, REFER TO MECHANICAL E�EVATION S2 A4002 z GENERAL NOTES: A. ANY OBSERVED, KNOWN, OR VERIFIED CONDITIONS(S) 2 2 THAT ARE MATERIAL TO THE PERFORMANCE OF THE nn 3 B A511 A5 02 1 WORK DESCRIBED BY THE CONTRACT DOCUMENTS OR NP, a A5.01 OTHERWISE REQUIRE INTERPRETATION SHALL BE PROMPTLY REPORTED TO THE ARCHITECT IN WRITING 417 411 409 417 411 409 ON FORM REQUIRED BY THE CONTRACT DOCUMENTS. O ON T.O. PARAPET_1 - _ T.O. PARAPET 1 , 6'" 48'-6" B. REFER TO ENLARGED ELEVATIONS AND WALL SECTIONS ��B rO� FOR ADDITIONAL INFORMATION. �OF AQQ,v T.O. P T.O. PA Vl� 45'-6" 4n--6 . NOT ALL TENANCES MAY BE 1 CONTRACTOR TO COORDINATE SIZES, QUANTITIES, .____ B.O_TRUSSiOCATIONS,AND TYPES PRIOR TO COMMENCEMENT OF B.O.B .TRUSS ,-i� V 41' 6" --- 41'-6" WORK. -- IL E _ Ag,22 D. PAINT ALL APPURTENANCE BLOCKS AND ASSOCIATED W METAL FLASHING TO MATCH ADJACENT SIDING OR TRIM. F.F. FOURTH FLOOR F.F. FOURTH E. PAINT ALL METAL VENT COVERS TO MATCH ADJACENT � o 32'-6" = 32'-6" SIDING. PROTECT AND CLEAN OPERABLE PARTS TO V m -- ENSURE PROPER FUNCTION. D - -- - W o U F. GUTTERS AND DOWNSPOUTS TO BE PREFINISHED ^ METAL. = 0 3 3 F.F. THIRD FLOOR = F.F. THIRD FLOOR ,� o 22,_33" - 22,_3„ Q c m __-__ F.F. SECOND FLOOR _ _ F.F. SECOND" Z d 1 c N 0 � to p N W N J O M N h O � F.F. GROUND FLOOR _ F.F_GROUND FLOOR V co U) 0' 0" 0'-0" KEYNOTES:0 (7 _ z / 415 � C415� 401 METAL PANEL SIDING U)�' 402 ARCHITECTURAL METAL LOUVER AT PTHP,TYP N O N = 405 METAL TRIM W 408 FABRICATED STEEL SUN SHADE WITH WOVEN WIRE Z m EAST ELEVATION AT NORTH WING _ _ _ NORTH ELEVATION AT NORTH WING MESH oC o SCALE: 1/8" = 1'-0" L SCALE: 1/8" = 1'-0" 409 FIBER CEMENT LAP SIDING WITH THREE EXPOSURES G W 411 THROUGH WALL FLASHING O !!Qn O W 413 BOARD FORMED APPEARANCE AT EXPOSED CONCRETE V V W U AA Aeon BB cc a z 415 WOOD OR COMPOSITE TBG SIDING: STAINED CEDAR, W y" O C OR RESYSTA COMPOSITE W c 1 41, 417 A511 401 409 408 405 417 DOUBLE GLAZED VINYL WINDOWS V W T.O._PARAP'- 1 - T.O. PARAPET 1 , T.O. PARAPET 1 -- T.O. PA - - T.O - T.O. P A5A V = W Z 1 21 ~ Z O B.O. TRUSS Z B.O. TRUS B.O.TRUSS c0 W/ U 41'-6" - 41' - - 41'_6" Q 5 c W a A8.z2 0 F.F. FOURTH FLOOR F.F. FOURTH FLOOR ? , _ F.F. FOURTH FLOOR O Z 32, 6" - 32' 6 -- 32'-6„ D., r C G O U F.F. THIRD FLOOR F.F. THIRD FLOOR F.F. THIRD FLOOR 22' 3" �_ 22'- 3" 3„ LEGEND: EXTERIOR ELEVATIONS FIBER CEMENT LAP SIDING PROJECT NO. ® 17055 F.F. SECOND FLOOR F.F. SECOND FLOG F,F. SECOND FLOOR 4"FIBER CEMENT LAP SIDING 12'-0 12'-0" VERTICAL T&G WOOD SIDING X 6 09.30.2019 � N w 5 METAL PANEL SIDING REVISIONS:® ¢ a Z = LOUVERS ; 13 ASI 10 11.22.19 a w 17 ASI 14 12.06.19 F.F. GROUND FLOOR F.F. GROUND FLOOR F.F. GROUND FLOOR _ Z �' - -- _0'--0 - 0'-0" a_0" w o 21 ASI 18 01.09.20 BOARD FORMED CONCRETE w rc 4 10 J o A8.11 A0.14 CONCRETE g 402 415 413 LL S � 3'-0"EXHAUST CLEARANCE w 8 EXHAUST VENT, REFER TO MECHANICAL 3A"C5 T ELEVATION AT NORTH WING A SOUTH ELEVATION AT ENTRY 5 NORTH ELEVATION AT ENTRY ° A4 . 03 1/8" = 1'-0" SCALE: 1/i" = 1'-0" SCALE: 1/8" = 1'-0" z WINDOW SCHE GENERAL NOTES: 't DoCo ROUGH OPENING GLAZING DETAIL I MARK WIDTH HEIGHT OPERATION MATERIAL TYPE EXTERIOR FINISH HEAD JAMB SILL PTHP OR PANEL COMMENTS A. SEE EXTERIOR ELEVATIONS FOR WINDOW ORIENTATIONMP. N !� AND MIRRORED CONDITIONS.A 2'-6" 5'-6" OPERABLE VINYL IG ARCH. BRONZE SIM 1/A8.32 SIM 9/A8.32 5/A8.32 CUSTODIAL LOCKB V-6' 5'-6• OPERABLE VINYL IG ARCH.BRONZE SIM 1/A8.32 SIM 9/A8.32 WA8.32 CUSTODIAL LOCK B. ALL GLAZING INSULATED GLAZING (IG), UNO. SEE SPEC C r-6" 5'-6• OPERABLE VINYL IG ARCH.BRONZE 1/A8.32 9/A8.32 2IA8.32 6/A8.32-OR-10/A8.32 CUSTODIAL LOCK SECTION 08 53 13-VINYL WINDOWS FOR GLAZINGD 4 -0" 5'-s• OPERABLE VINYL IG ARCH.BRONZE1/A8.32 9/A8.32 2/A8.32-OR- 6/A8.32&7/A8.32-OR LIMITER TYPES. 3/A8.32&4/A8.32 -l0/A8.32& 11/A8.32 �18 r0� E 11-60 T-00 OPERABLE VINYL IG ARCH.BRONZE SIM 1/A8.32 SIM 9/A8.32 5/A8.32 CUSTODIAL LOCK C. LIMITERS WITHOUT EMERGENCY OVERRIDE TO BE %OF Ov F 2'-6" T-00 OPERABLE VINYL IG ARCH.BRONZE 1/A8.32 9/A8.32 2/A8.32 6/A8.32-OR-10/A8.32 CUSTODIAL LOCK PROVIDED AT ALL OPERABLE WINDOWS. TWO EXITS ARE PROVIDED AND THE BUILDING IS SPRINKLERED; NO G 4'-0• T-00 OPERABLE VINYL IG ARCH.BRONZE 1/A8.32 9/A8.32 2/A8.32-OR- 6/A8.32&7/A8.32-OR LIMITER EMERGENCY ESCAPE AND RESCUE OPENINGS 3/A8.32&4/A8.32 -10/A8.32&11/A8.32 REQUIRED. H T-4" 5'-60 OPERABLE VINYL IG ARCH.BRONZE 1/A8.32 9/A8.32 2JA8.32 6/A8.32-OR-10/A8.32 CUSTODIAL LOCK D. IN ADDITION TO THE WINDOWS DESIGNATED AS ALWAYS d E REQUIRING SAFETY GLAZING, SAFETY GLAZING IS 0 REQUIRED AT ANY WINDOWS WHERE THE FOLLOWING LU CONDITIONS APPLY: GLAZING LOCATED WITHIN 24"OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED 4'-0" POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF c GLAZING IS LESS THAN 60"ABOVE THE WALKING H ° Z-6' 1'-6" 2'-6' V-6" " SURFACE. EXCEPT: WHERE THERE IS AN INTERVENING ° a'-o" r-6• '-s• r-s 3' 4' WALL OR OTHER PERMANENT BARRIER, WHERE THE DOOR ACCESSES A CLOSET 3 FEET OR LESS IN DEPTH, m OR GLAZING IS ON THE LATCH SIDE OF AND ° PERPENDICULAR TO THE PLANE OF THE DOOR IN A 3 CLOSED POSITION WITHIN A DWELLING UNIT. _ ° 3 d o E. DIMENSIONS SHOWN ARE TO EXPOSED EDGE OF v io is m m � io in m WINDOW FRAME. COORDINATE ROUGH OPENING SIZE Q WITH DETAILS AND WINDOW MANUFACTURER'S m U) n to n REQUIREMENTS. H D: n S) F. CONTRACTOR TO VERIFY WHERE OPERABLE SASHES OF WINDOWS ARE TO MEET CLEARANCE REQUIREMENTS AT = EXHAUST OUTLETS. OPERABLE SASHES MAY HAVE TO BE ON OPPOSITE SIDES THAN SHOWN ON THESE Z FINISH FLOOR DIAGRAMS. O N > 'n C TO IAL L C T UAL L CUSTODIAL LOCK CUSTODIAL LOCK CUSTODIAL LOCK CUSTODIAL LOCK G. PROVIDE POLE OPERATORS AT ALL OPERABLE WOLS TO BE y a O © © PANEL O PTHP OR PANEL © © PANEL © PTHP OR PANEL OH PANEL WITHING THE ACCESSIBLE REACWINDOWS AS REQUIRED TO OH RANGE RIN TYPE W J v UNITS 3 N WINDOW TYPES 21 m Lo O STOREFRONT SCHEDULE Z U) DETAILS MARK HEIGHT LENGTH FRAME MATERIAL GLAZING HEAD JAMB SILL HEAD HEIGHT COMMENTS N O S1 T-2" 6'-11• AL IG 1/A8.33 9/A8.33 5/A8.33 9'-8• SEE DETAIL 5/A8.33 FOR SILL HEIGHT CV W S2 r-2" r-B" AL IG 11A8.33 9/A8.33 5/A8.33 7-80 SEE DETAIL 5/A8.33 FOR SILL HEIGHT cy) J S3 T-2" 5'-6" AL IG 2/A8.33 10/A8.33 6/A8.33 W-80 SEE DETAIL 5/A8.33 FOR SILL HEIGHT N m S4 9'-8" 9'-1" AL IG 2/A8.33 11/A8.33&12/A8.33 3/A8.33 W-80 DOOR THRESHOLD-11/A8.34 Z S5 9'-W 4'-6" AL IG 2/A8.33 8/A8.33&11/A8.33 3/A8.33 9'-8" DOOR THRESHOLD-11/A8.34 0 0 Q S6 W-80 8'-11" AL IG 2/A8.33 10(A8.33 7/A8.33 91-80 DOOR THRESHOLD-12/A8.34 rvoW OQ O U) LL LL, Y � Q Z U 6'-11 (VIF) 6"(VIF 5'-6-(VIF) W 10 10 O of 4'-5" 7-6* ("� ol Y �' � O Li- L) = W Z 0N00 Z O U LL_ LL LL �I. Z W /< N N N (n { - O r � `r Z L T_ J J J T_ CCZ Lu Lu Lu Lu y UU x FINISH FLOOR G - - - - - - - - (� - - - - - - - - - - - - - - - - - - O s1 sz WINDOW AND STOREFRONT SCHEDULE ABBREVIATIONS: 9'-1-(VIF) 4'-6'(VIF) 8'-11" IF AL ALUMINUM STOREFRONT PROJECT 055 NO. T-2" 5'-11" 4" 3'-2" 3'-2• 5'-9" FF FACTORY FINISH FG FIBER GLASS G GLASS HC HOLLOW CORE X 09.30.2019 HM co LLOW METAL co `ao G INSULATED D GLAZING INS INSULATED Q N (S) N (S) N (S) MC MOLDED COMPOSITEw 5 REVISIONS: MFR BY MANUFACTURER Z g MTL METAL t 1 PR 01 09.06.19 IL M ti LL it , x 3 $ - O - p PT PAINT a w 13 ASI 10 11.22.19 O O (S) SAFETY GLAZING Z ;o UJ SC SOLID CORE _ $ 17 ASI 14 12.06.19 o) w b w 3, w ST STAIN/PREFINISHED CLEAR w 21 ASI 18 01.09.20 VN VINYL w w w w WD WOOD U g x x x L) U U U LL (A ♦` (S) 41S i N \ JJ (S) ( FINISH FLOOR Q 1 ch cn w SCHEDULED DOOR SCHEDULED DOOR SCHEDULED DOOR m ® ® ® 3 A901 STOREFRONT TYPES o � 1 - - - 0o