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Plans (3) I:, U P2016 - 00270 SYMBOL LEGEND , INTERSTATE ROOFING WEST "--3.----./."-'..---: FINISHED WOOD ���ys •' OAST 2A SHEETROCK 15065 SW 74TH C - - DIMENSIONAL LUMBERCAD FACE BRICK PORTLAND OREGON ����� RIGID INSULATION SERVICE A STEEL 1 _ ;: : CONCRETE tilit BATT INSULATION QUALITY SHOP DRAWINGS Pm.; AT AT AFFORDABLE PRICES `..___., DENOTES BLOCKING OR SHIM. NOT >< NECESSARILY CONTINOUS RECEIVED MAY 8 2017 CITY OF TIGARD `� ���� BUILDING DIVISION ell l CAULKING AND BACKER ROD WINDOW TYPE Q ELEVATION LOCATION I VIEWPOINT .4.01 -,„4.D1 ` ELEVATION SHEET NUMBER HARDWARE SCHEDULE DOOR SCHEDULE DRAWING INDEX DETAIL NUMBER HARDWARE GROUP #1 DOOR # SIZE STILE SWING HDWR GRP GLASS TYP PAGE # TITLE / DETAIL NAME 100-A 3'O" X 7'0" MEDIUM HLSO 1 GL2 1 COVER SHEET ODETAIL NAME • LCN 1461 SURFACE MOUNT CLOSER _ . SCALE: 114'=1'O' ARCH REF DETAIL TAG • US ALUMINUM STANDARD OFFSET PIVOTS 105-A 3'0" X 7'0" MEDIUM HRSO 1 GL2 2 FIRST FLOOR PLAN • ADAMS RITE 8600 CONCEALED VERTICAL ROD PANIC 3 SECOND FLOOR PLAN SCALE ARCHITECTURAL • US ALUMINUM STANDARD OUTSIDE PULL REFERENCE • EXTERIOR KEYED CYLINDER (CONSTRUCTION CORE) 4 ELEVATIONS • SURFACE MOUNT SWEEP DETAIL NUMBER • 1/2" ADA COMPLIANT THRESHOLD 5 DETAILS • US ALUMINUM STANDARD WEATHER-STRIPPING - . e _____ ELEVATION BUBBLE SIM \ PAGE NUMBERSIDEN°TES GLAZING CONTRACTOR WINDOW TYPE RIVER CITY GLASS A WINDOW TAG 12432 CAPPS RD 3 EA 114'=1.0" CLACKAMAS, OR 97015 \ SCALE WINDOW QUANTITY C DOOR# ) DOOR TAG \ DOOR NUMBER CL\G S \ ILO-11c 0 GLASS TAG [3 Uf ( L---c02,7 City of Tigard \--- GLASS TYPE • • OV- . Pians B erlii:_Date . l7 . OFFICE COPY FINISH SCHEDULE GLASS SCHEDULE PRODUCTS USED GENERAL NOTES ABBREVIATIONS 1/4" GRAY HEAT STRENGTHENED 1. WEST COAST CAD AND THE NAMED GLAZING CONTRACTOR WILL ASSUME NO RESPONSIBILITY FOR 0 1/2" AIR/ STOREFRONT: ERRORS RESULTING FROM THE USE OF THESE DRAWINGS BY OTHER TRADES {{ CLEARANODIZED G 1I4" SN68 ANNEALED • US ALUMINUM 2. FINAL APPROVAL BY THE GENERAL CONTRACTOR CONSTITUTES ACCEPTANCE OF ALL DEVIATIONS �`��) PROFF- A/C - ACCESS CONTROLLED • 451T TO THE CONTRACT DOCUMENTS MADE IN THESE DRAWINGS,AND WHEN APPROVED THESE �G I NE�� O AFF - ABOVE FINISH FLOOR DRAWINGS SHALL BE DEEMED ACCURATE AND WILL CONSTITUTE AN AUTHORIZATION TO PROCEED 656' `E r 114" GRAY TEMPERED • THERMALL�Y/�BROKEN 3. THESE DRAWINGS REPRESENT ANINTERPRETAnoNOFTHE APPLICATIONDFPRODUCTS TOTHIS BOH - BOTTOM OF HORIZONTAL 0BRONZE ANODIZED GL2 1/2" AIR •• CENTER PLANE PROJECT. IT IS IMPORTANT THAT THIS INTERPRETATION BE REVIEWEDDIMENS[ONALLYAND vG a- O+o4 FUNCTIONALLY WITH RESPECT THE ARCHITECTS INTENT COH - CENTER LINE OF HORIZONTAL 1/4" SN68 TEMPERED ENTRANCES 4. ALL DIMENSIONS TO BE FIELD VERIFIED5. ROUGH OPENING PROVIDED MUST BE SQUARE,PLUM,AND LEVEL lr �� Zo DIM - DIMENSION DETAILS SHOWN WITH WORK FROM OTHER TRADES S OR REFERENCE ONLY INDUSTRYIN STANDARDS (��b. R US` 05.08.11 EDBLACK ANODIZED • US ALUMINUM DLO - DAYLIGHT OPENING • NARROW STILE 7. AU.FRAME ELEVATIONS ARE TO BE VIEWED FROM THE EXTERIOR UNLESS OTHERWISE NOTED EXPIRES: 12/31/2018 8. PROJECT MATERIALS MUST BE PROTECTED FROM DAMAGE BY OTHER TRADES BY THE GENERAL DO - DOOR OPENING • HARDWARE PER SCHEDULE CONTRACTOR THIS STAMP ONLY COVERS THE ELEV - ELEVATION 0 PAINTED/OTHER FINISH 9. ALL FASTENERS SHOWN ARE REFERENCE ONLY. ACTUAL FASTENER TYPES AND SIZES SHOULD BE STRUCTURAL ENGINEERING BASED ON ACTUAL CONDITIONS AND VERIFIED BY A LICENSED STRUCTURAL ENGINEER(IF OF THE EXTERIOR STOREFRONT FF - FINISH FLOOR CAULKING: REQUIRED) SYSTEM ANCHORAGE AND MULLIONS 10. ALL PART NUMBERS ON THESE DRAWINGS SHOULD BE VERIFIED PRIOR TO ORDERING MATERIALS GC - GENERAL CONTRACTOR DESCRIPTION: • SONALASTIC 100 11. ALL DIMENSIONS ON THESE DRAWINGS SHOULD BE VERIFIED PRIOR TO MO - MASONRY OPENING • COLOR TO BE ALUMINUM GRAY Aj.STELCLIPSANDN INTERNAL STEEL DATE: 12. ALL STEEL CLIPS AND INTERNAL STEEL REINFORCING ARE FOR REFERENCE ONLY. ACTUAL STEEL NFD - NET FRAME DIMENSION SIZES AND THICKNESS SHOULD BE DETERMINED BY OTHERS BASED ON THE ARCHITECTS WIND MAY 8, 2017 REV 1 E N G LOAD/DEAD LOAD REQUIREMENTS OUTLINED IN THE SPECIFICATIONS NTS - NOT TO SCALE RO - ROUGH OPENING SIM - SIMILAR TOH - TOP OF HORIZONTAL UNO - UNLESS NOTED OTHERWISE HRSO - HINGE RIGHT SWING OUT HRSI - HINGE RIGHT SWING IN . HLSO - HINGE LEFT SWING OUT FIELD VERIFY ALL DIMENSIONS 1 HLSI - HINGE LEFT SWING IN i /. . W ESQ' 0 T1 0 40 4 r .1;17 0 El 0 4 4 COAST 1 11 1 1 1 f 1 I 127`-O" I I i* _____25I-0" 25'-0" iol '-4" 20'-0" 32'-4" AD 1 I I 1 1 1 / 1-6" / 12'-0" R.O. / 5'-6" ` 7' -6" / '.4 12'--0" R.O. , 5'-fi" A 7-6"/ 12'-O" R.O..0. / 5'-6" ` 5'--0" / 11'-0" R.O. •'-0'/4'-10" '-4" 6'-8" 12`-6" R.O. /4R-$" am 400, " ....... .' 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RUSE , ii I �. a 05-08- 7 ■ PJ 106-1011. =pi6ig iiiiimiliiIiiiiiiiiMi' . if 6-8 . � � � ■ �`� � � !� ST-1 EXPIRES: 12/3]/2 0[S 1,1 Psi a--. ...Io..W.-.�1..�-..r.....»i..I 1 ,- . � --. i-...-..� _........�iminui � �,,,,,� - THIS STAMP ONLY COVERS THE HB © PJ ' PJ IN Ei PJ I- - _ _ -�,_ X11 -----�- \ 4 STRUCTURAL ENGINEERING A © rPr ERIOR STOREFRONT SYSTEM ANOF THE CHORAGE AND MULLIONS / I 5 15'--O" R.O. ;`-9 DATE: ''-6' 12'-0" R.O. 5'-6" 7'-6" 12'-0" R.O 5'_6" T'-6" 12'-t1" R.O. 5'-6" 5,-0" 11'-0" R.O. 4'-0" 11'-B'" 24'-6" 25'-0" ♦ ♦ / 25'-0" .r 25`-� ♦ ♦/ 20._0" 3�'-n" MAY 812017 R EV 1 E N G N B Al FIRST FLOOR PLAN 4 4lel ) II21 SCALE: NTS Ai EST 0 (;..3...) ��r� © E2 0 W 4 i E I 1 i I 1 127'-0" 1 I COAST jc 25'-0 251-0" 251-0" 201-0 321-0fr di/ di/ I i I I 1 I i I 1 14'-10" 12'-6" / 4'-8" 111J I ! 1 [ l oI © o 1 PJ PJ PJ I PJ -- 51ER V I CE PJ E -A PJ S 1 I I 7'-4 1/2" 1 21'-5" 20'-4" ,. o UALITY SHOP DRAWINGS I I ION 1 mai • co I , � , ME„ MM. 3 AT AFFORDABLE PRICES I I I i ■1■ EN 11 N 1 I 1 !ii 111 E2 o I ( ICD 1 i. I in oc Nv . F i 1 I I a I IIN I 1 I Li E2 i 1 1 I I Ek! I 4 I OPEN TO ABOVE 1 I I M PJ I (0 • PJ i I 1 0 __ _ _ _ _ __ _ __ __ __ �._ .____ - _ _ _ _ _ _ _ - __ __ __ x -- _- - I I I I i I i \ 0 I I . 1 I I 1 Z io- I I 1 o IN • all LL 0 1 1 1 OPEN OFFICE4 I I yp rs • �� ■ rrrrr S 201 \ 0 [� C•4 = o q I 1 i © I o 10 11( 0 L____ ___I I L_ I _..._1 ITr- 1 I 1 11 I 1 aCt WAREHOUSE Q i - 103 G c1 N UMW= 1111 1.1 111111111Mil 011 Ill .. OPEN TO BELOW Ali Ill 13IHI 73'-11 1/2" i i 21'-5" 31 -S" �' 4 I 1 I I 1 to1 mai . . ,. . . _ • . I I— •' ' 1 1 i ... I I CO I I OPEN TO ABOVE D2 I: •I I I U 1 I I '� z �r N 4 I I ill De 1 0 ►� LU ! 1 il 1 - ' ' MN L- .� L- LOBBY 1 1- I_ ! , 100 . 1 OP W Z ■ _— EN TO BELOW tr I I • El zJP , mum moil i I <2.)4 E� PROF ' Iç/,,=UM MEM i 656' ' 'E f ill o :40; PJ ' I I b• RUSE , 45-08-17 PJ PJ PJ RI 1:•� 4;4:V��VARAW 4.4V -- 0 EXPIRES; 12/31/2018 I I © 0 A\\ THIS STAMP ONLY COVERS THE t ! 1 I / 1 STRUCTURAL ENGINEERING i i I 1 %... . .w,. .. . ..,.., / ,,. I OF THE EXTERIOR STOREFRONT ISYSTEM ANCHORAGE AND MULLIONS " " 25!-�0 N ,--0ff / 11'-fi N " / L 25f-t] 25'-0 20f_6 �f 20 DATE: I' e ' 32'-0' MAY 8, 2017 REV1 ENG A2 SECOND FLOOR PLAN 4lel ) N3 SCALE: NTS ESQ' 180"RO 119" RO 1794"NFD 1184"NFD 25%" DLO 59"DLO 59"DLO 25%"DLO 25%"DLO 59"DLO 2558" DLO COAST C 1C' �1I 11 1 C 1C '11 1 C o • • • • • • • • STOREFRONT CONCRETE ATTACHMENT: + T • • • • • • 2 `°� • = 1/4" DIA X 2 112" HILTI 'KWIK HUS-EZ' CONCRETE SCREW ANCHOR Li Li L1 L1 Li 5 L1 @ CADI - (2 114" MIN EDGE DISTANCE) o z 7 - (3" MINIMUM SPACING) oo z _ 0 o ^� _ o Cm k o o 8 o SERVICE =CDAR m ca m Co \ Eo v v L1 Li Li L1 �/4"T L1 L1 L1 �/4" • • •• •• •• • •• ' • ! ' QUALITY SHOP DRAWINGS AT AFFORDABLE PRICES 180"RO 132" RO 119" RO 1794" NFD 1314"NFD 1194"NFD 25%"DLO 36"NDO 21"DLO 59"DLO 25%"DLO 6258" DLO 6258"DLO 2558"DLO 59"DLO 25%" DLO C 11 1F-1 f 1 1 f 1C 1 1 11 II 1 I 0 0 6 • •• •58"DLO • •• •• i 6 ��� � ^ •• •• • i o • • • 60 • C ° o C ko cn c,r) map Li L1 L1 Li L L7 �5� _ �p\j Li Li L1 r r m 1 --_ j I I 9 ci) 8 8 re w❑ o O o o _1 5 a _ a 0 0 c a o zz a o IL 5 0. 0 I co •� 0 .... 0 cc z Eo o @) 0 . 4111 a o I0 o "' _ n- ..... z titi U. z ^ I 0 0 0 0 0 eZ I ® rJ 0 @ ® L1 mt. 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RUS' 05.08.17 an LmLLL0 La 0 I Li e EXPIRES: 12/31/2018 a m THIS STAMP ONLY COVERS THE u.re STRUCTURAL ENGINEERING z 0 8 .... 8 5, w 0 8 9 OF THE EXTERIOR STOREFRONT 0 0 _1 `'' 5 0 00 o �, 5 SYSTEM ANCHORAGE AND MULLIONS 0k111 Z 3 arx, wGII _ 5 =28 riEso -d- Q g 0 DATE: 0 0 L1 L1 L1 L1 0 r Z Z +� _ z r L, .— • • • • • • • • - r L, ® Q °}} MAY 8, 2017 REV1 ENG I O '- 0 n 4 I el r o 4 i = k0 5 m h `co m 5 qq�� 11//w i ® 14` " c 14 I LIII A 1— DOOR MULLION ATTACHMENT TO CONCRETE: 3/16"DIA X 1" MINIMUM wmnow7vPe twioowrnE wL+psv/T�Pe wwoow TYPE wwopwttPt EMBED TAPCON SCREWS @ 16"O.C. D1 D2 (ABOVE) El E2 (ABOVE) G (2" MIN EDGE DISTANCE) OIWIS"Y BGIE ECE E Q,WlIIS`, , BCJLLF OIMMfif1, BGLE PIW111(M BUlE 1 318'=1'0" 1 318'=1'c- 5 318"=1'0" 5 318"=1'0" 1 3/8"=1'0" METAL FRAMING BY OTHERS END DAM EST FASTENER AS REQUIRED 474" RIGID INSULATION BY OTHERS RIGID INSULATION BY OTHERS _V COASTMI 1111101 EWA III 114453 STOP1/Z" GYP BOARD BY OTHERS E1%s o5s sdL _L METAL FRAMING BY OTHERS4y2--� ; . .. :�:�:�`4 CAULKING RIVER CITY GLASS / CAULKING AND BACKER ROD, GYP BOARD BY OTHERS BY RIVER CITY GLASS a a ' FASTENER AS REQUIRED CAD A •b . . A. A' 4 111111- • • 4IT422 JAMB ° 4" PT700 FLAT FILLER �� .. • .•♦�.. .. . " 'a "2" S - 4 4- in �s"� 4 r Ii , E VICE rte, 2" I f Ma i rlr�■ i►�' . ,: e ` II - '�/ LIgn . Ai • � Ii. ANODIZED ALUMINUM SILL ' ° 4 4 �: GYP BOARD BY OTHERS FLASHING BY RIVER CITY GLASS °• .• � QUALITY SHOP DRAWINGS • 4 ,f °' 4 A I�1 METAL FRAMING BY OTHERS L-2"--1 1" I 4y2"—.1 AT AFFORDABLE PRICES 1"- 8" CAULKING AND BACKER ROD RIGID INSULATION BY OTHERS BY RIVER CITY GLASS PRECAST CONCRETE PANEL STOREFRONT JAMB DETAIL STOREFRONT HEAD DETAIL STOREFRONT SILL DETAIL @ CONC WALL 1 SCALE: 3" = 1'-0" 5/A6.2 SCALE: 3" = 1'-0" 5/A6.2 SCALE: 3" = 1'-0" 5/A6.2 END DAM 4/" LI 1/2 -,!, EHL IM453 GLASS STOP11SILL 41 46" FT400 SUB SILL 1^ 4y" I I34$6 DOOR JAMB OCKET FILL CAULKING AND BACKER ROD, SO4 7 DOOR STOP BY RIVER CITY GLASS 93" 1111 , FASTENER AS REQUIRED L1'''1lip ',•IR j1 IA " spa 2" �i, * ALUMINUM THRESHOLD SET IN SEALANT �1' 4Y2" i IILIIM:r== 'IIII_.0te..r1 i , I iii _-...minWA/4Ad ' 13/4" 1 d d GV .•a - d- 4 16 l' .;!II!.`'Irio :: - • 41 • e 4 e 44 4 ANODIZED ALUMINUM SILL • a .V . v 3 LU • " FLASHING BY RIVER CITY GLASS " 'a . -- e 4 • d a . d.. a • d ' a a d `�1$" 4 CONCRETE SLAB H FASTENER AS REQUIRED _____ STOREFRONT SILL DETAIL @ SLAB c5) 10" BOTTOM RAIL DOOR JAMB @ SIDELITE (i) 4SCALE. 3" = 11-0" 61A6.2 SCALE: 3" = 1'-0" 2/A5.1 6 SCALE: 3" = 1'-0" 61A5.1 11 W F- z ,05) PROPes, � aGINEF '0 472" "i 656' - `E r 1-2"-I uG a. 0 �� IT422 JAMB 0(200 POCKET M FR ,� U�I �- r `Z• 4 • I �" Li �+� FN ,Q- Q O. pus 05•08•17 ,... �, ._ �7GLASS 2" IMI EXPIRES: 12/31/2018 i 4�/2" I�( i" --+r? 4 1 " THIS STAMP ONLY COVERS THE ��, � i; 8 STRUCTURAL ENGINEERING i OF THE EXTERIOR STOREFRONT I 346" SYSTEM ANCHORAGE AND MULLIONS Li 42" /4" 711 : C;1` DATE: I MAY 8, 2017 REV1 ENG 134" VERTICAL MULLION0 HORIZONTAL MULLION DOOR HEAD @ TRANSOM5 7SCALE: 3" = 1 -0 SCALE: 3" = 1'-0" { SCALE: 3" = 1'-0"