Loading...
Plans (3) sBvcp ao) 9 -QOias I(QZOOIVU K PAC(FHWY Project: Architect: General Contractor: Tigard Town Center - Storefront Renovation Suite N Tiland / Schmidt Architects Deacon Construction ` i L , l Q= 16200 SW Pacific Highway 3611 SW Hood Ave. Suite 200 901 NE Glisan Street, Suite 100 NOV 2 7 2019 Tiagrd, Oregon 97224 Portland, Oregon 97239 Portland, Oregon 97232 CITY OF TIGARD RUIL DING D!1/IS!Ot� oE INFILL TYPES SYSTEM DESCRIPTIONS GENERAL NOTES w n O in.0 1. Materials will not be ordered until these drawings are approved. :„ m oo•N System: 22 Ln 1/4" Solarban 60 Annealed, 1/2" Air, 2. Fabrication will not begin until rough opening dimensions are field verified. o co iu IG-1 1/4" Clear Annealed 1" OA 3. If hardware is by others fabrication of doors and door frames will not begin until N >=co Y • Oldcastle Series 3000 MP Storefront, all hardware items are received by the glazing subcontractor. m _o o m Center Plane, 2" x 4 1/2" for 1" OA Glazing 4. The glazing subcontractor will assume no responsibility for errors resulting from 1/4" Solarban 60 Tempered, 1/2" Air, the use of these drawings by other trades. oil ( IG-2 1/4" Clear Tempered, 1" OA 5. All frames are viewed from the exterior.Finish: Dark Bronze Anodized 6. The general contractor shall be responsible for coordination to the location of HVAC risers, piping, and any possible interference with the window anchoring F411N ( GL-1 ) 1/4" Clear Tempered • Oldcastle Series FG-2000 Storefront, system. Q 7. Interior sealant is by glazing subcontractor unless otherwise noted. d Center Plane, 1 3/4" x 4 1/2" for 1/4" OA Glazing 8. All opening sizes to be field verified. - - uu OCF' PPk. k 9. Spandrel glazing not to be used in visionary units. Finish: Dark Bronze Anodized REVISIONS: • DATE BY 11.18.19 RH JOINT SEALANTS WINDOW DESCRIPTIONS ABBREVIATIONS ---- ----' Sealant. A.F.F - Above Finished Floor CTTV °Y T +Th B.O.H. - Bottom of Horizontal 1 D.L.A.- Deadload Anchor • Tremco Spectrem 2 Silicone Sealant REVIEW; F , N.r <� � E D.L.O.- Daylight Opening c_<c— PN0FFSs� • Approved I D.O.S. - Door Opening Size c N4C IE V O UTC: ELEV.- Elevation 'j 656" • 'E r Color: Black F.D. - Frame Dimension Permit#: F.F. - Finished Floor Address: REF. - Reference ' E, CO•'` to -�.._R__.•, , _.,- R.O. - Rough Opening GlY 12 2�0 � #: U.N.O. Tube SUnless Noted Otherwise ��D. RUSE , 11-18-19 Z • EXPIRES: 12/31/2020 io INDEX DOOR DESCRIPTIONS c •101 COVER SHEET n3 C•I 102 DOOR HARDWARE SCHEDULE System: o m 201 FLOOR PLAN SHEET STRUCTURAL NOTES a N 301-304 STOREFRONT ELEVATION SHEETS • Oldcastle Series NS-212 Narrow Stile Doors -E-'o 401 406 EXTERIOR STOREFRONT DETAIL SHEET w/ 10" Bottom Rail, For 1" and 1/4" Glazing 1. Periodic special inspection is required for the 72 21 451-454 INTERIOR STOREFRONT DETAIL SHEET Hilti Kwik HUS-EZ concrete screws anchors o ' Finish: Dark Bronze Anodized (ICC ESR-3027). 2. Periodic special inspection is required for the '' I' o CONTRACTOR TO FIELD VERIFY ALL **Door Hardware: By Black Line Glazing** Hilti Kwik HUS-EZ masonry screws anchors ° a f, 2 STRUCTURAL OPENINGS (ICC ESR-3056). (�)NO EXCEPTION TAKEN ( )61AKE CORRECTIONS NOTED � 1 (REJECTED ( )REVISE AND RESUBMIT ~ O¢ 8 1 )SUBMIT SPECIFIED ITEM _E CJ` 0 THIS REVIEW IS FOR GENERAL COMPILANCE ONLY AND IN NO " CD �a CT A CASE IS THE CONTRACTOR RELIEVED OF RESPONSIBILITY FOR 1 A a_a N i S @ COMPLIANCE WITH THE CONTRACT DOCUMENTS AND ii—o— p 0 SATISFACTORY COMPLETION OF ALL WORK.ANY ACTION CAVE SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE CONTRACT 10.25.19 DOCUMENTS.CONTRACTOR SHALL REMAIN RESPONSIBLE DRAWN TV FOR DIMENSIONS;FABRICATION PROCESS AND TECHNIQUES JPH DF CONSTRUCTION;COORDINATION OF THIS WORK WITH THAT r - SCEEC OF OTHER TRADES AND THE SATISFACTORY PERFORMANCE OF THIS WORK. 0 TILANO/SCHMIDT ARCHITECTS,P.C. - DATE 11/2619 BY Kevin Mohr 1 4����I.e_a. ...e .v.. REI,tARKS 61011 X 71011 PAIR DOOR #4 (X2) HARDWARE GROUP # T. B. D. QTY DESCRIPTION PT. NUMBERS FINISH MFR . NOTES w M E Zr 8 6) • 1 3 PT MS LOCK MFR. STD. DARK BRONZE OLDCASTLE BY BLG _2.). 0 Ln• of ANODIZED m�rn coNOcod DARK BRONZE EN-Y . 2 CYLINDERS MFR. STD. DLDCASTLE BY BLG ro a))°)cn ANODIZED v-COCO�.0 2 PUSH-PULL HARDWARE MFR. STD. DARK BRONZE DLDCASTLE BY BLG ANODIZED gml SET TOP & BOTTOM DARK BRONZE 2 OFFSET PIVOTS MFR. STD. ANODIZED DLDCASTLE BY BLG (2 SURFACE CLOSERS 1 1 02 DARK BRONZE TORMAX BY BLG ,-----v--, (1 � ANODIZED oo 2 SURFACE CLOSERS MFR. STD . DARK BRONZE DLDCASTLE BY BLG 00 ANODIZED REVISIONS: 2 BOTTOM DOOR SWEEP MFR. STD. N/A DLDCASTLE BY BLG /•� w1E BY I11.1&19 AI 1 1 /211 THRESHOLD MFR. STD. MILL DLDCASTLE BY BLG ____ ____ i ____ ____ Z PROFFS a).0in0O vN O rn O C a) 0 cK N C O 0 'D NII o I U) (0 L▪ = y N C) O cgc'`` S N G I Ne ip ai.° o� � '� 656' , 'E r p..o-W, o COt, 00 2 U •" GON <0 -.'.I—S,-4i) p 10.25.5. 19 `. 1.. 12, 0\) DRAWN 6Y: JPH q... SHEET r'nu i ''D. RUS- , 11-18-19 102 EXPIRES: 12/31/2020 J ; , s , ,, ,, . r Z 1... O U N C 6 • Q In.0 tn. N N i LoN o i FITNESS \��� ° , #101 �: _ _ gl(z: s . II'lll'''© \ I i REVISIONS: I'lllll'' /� I ; / • mm BY /\ ,, il.lfll9 2Nf VIII /- / ---- ---� Iv . ..ii7. SEI ' (I. v n n + .„,,,,!!„�.a./ ,,/ III SF5 MASSAGE r 304 All A11111 115A III SF4 302 301 I V SF6 303 STORAGE I\4 304 C4 113 VE IBULE Z #100 4 . J 5 i C �I I DC 303 303 CL E O 0 w o g L (Q '0R. ^ u) > ' 1 1 FLOOR PLAN , t `201 Ja 2 1/8” = 1'-0” (1) -- 4 o ARCH. REF. PROre U "t lc D A4.1_ N <C- FFss/ c 5 �cD �G t N EF p o a �U `Q 4> E- 3 Qa 'i 656' , 'E7_... .�. --. ow�° o C.--G0"GONOve OTE 10.25.19 f1 Z oanvrt+en JPH 20 SHEET �� D. BUSS , 11-18-19 201 EXPIRES: 12/31/2020 ��,scp PROFFS .,c. �G I N E��'s/�� i 656 E •• GO h ' �GCy ]2, Z0O w M E / 292" R.O. / 0 • �Q' z 0 RUS 11-18-19 15 m -• �coN 3/8" / 291 1/4" F.D. 3 3/8" EXPIRES: 12/31/2020 co r dto c cor� ao c ,n / 55 5/8" / 56" // 56" // 56" // 55 5/8" / m , 2. 3 v \ • — \,401J - T �IIIIRI _ T I U �` O_ EnA REVISIONS: 1 ¢ ' 2 . • wiE BY 402, 402 , 402 Z ____A mem .re O N 3 N ® ® `402' GS GO in T }r 0 ® ® ® ® ® Z "`lll ____ _.) m cn T \ c o , 4N ..i. N o0 � , 401, > rn N 0 CC cr c O N 7 O H I SF1 ' OLDCASTLE SERIES 3000 STORERONT 3 301�� 3/8„ = 1'-0" c Q NARCH. REF. QTY.: 1 a) g .o A5.1 c a <o C H 5 oS00 -0 In = C �� No o Ow�` 0 0 L,io•l–—>T`o cNou Yi 2 ag o,a DATE 10.25.19 FIELD VERIFY ALL DRAWN BY JPH DIMENSIONS SHEET 301 ��yED PROFESS is. ,G1NE�,,p /0 'i 656' ' 'E r • GO (0 Iy12 ,-,0 in Wco O ��0• RUSE , 11-18-19 c) 240" R.O. / 2 o in• 3/8" 11 239 1/4" F.D. / 3/8" EXPIRES: 12/31/2020 --Sop °O a'i op aoCO E Y .__ co(' / 56 1/8" // 58 1/2" // 58 1/2" // 56 1/8" / m rn 11 ,– f 3 , R0ppZ 11 � 401 \ — — — — — — A gi , Q... ,„ -- El REVISIONS: 200 , • OAIE BY \ 1 4 c • 2 C1\ 11.1819 PH 402/ 402 j \402, %1 ---- ---. re O N !!\\/ ---- -- N d \ N , 3 N ® fG—) \402y GED GED co GED GID GID GS z \ lc 5 T \ ° � CO 4 > (NI 401 a) o Z . o Oo CL 7, ' o 0 15 4) II 6 65 > 1SF2 OLDCASTLE SERIES 3000 STORERONT ,_ 3 0 L Q fi C 302 3/8" = 1'-0" w y .c U J ARCH. REF. QTY.: 1 U i U 1'6 A5.1 o - o I s ogO % c - c`000w2` o o.cu cNDu Yz 2 Ho c —< 0 0 DATE 10.25.19 FIELD VERIFY ALL °ftPYJNBY JR-I DIMENSIONS SHEET _ 302 Lu ice,, E Z r 8 208" R.O. / / 160" R.O. m arc • 3/8" 207 1/4" F.D. .Ir 3/8" 3/8" .r 159 1/4" F.D. 3/8" r o o Co N7g� \ / 39 // 35" // 35" // 39 5/8" /'' °n in .m / 66 5/8Co 1 " // 66" // 66 5/8" / ,n 5/8 ggl l X401 \ - - -401A — . \ \ T = \ \ 4 N 1 . 1 \ �\ Q 403, \4031 4 i O 00 ' 4 `402, 4 `OPP/00 3� X405 REVISIONS: 00 • DATE OT \ 1 4 " ' 4 ' 2 ® ,405, ® • A 'ii is ,rx 404, `452 , `402 404 , co 2 6 �` T / 2 �j I° 0 \404) / \ 403 /rte\ - O / \ N N / \ \ / �� N 3 / \ 3 cV ® ® 4�1 ® N ® // (n\ ® ♦402 \ �� \ / O \ 1 • 3 \ �1 . o i 3 ALIGNk405OPP \ \ 406, y 405 CoN. \ / r, ® ® ® `� ® \\ Qom/ z , ik - a o N u9 2 7----• 2 / 2 CO> r `401 00 X401A `4051 c c \ Q / 72" D.O.S. / N Z o 0 a� Q m o I (13 > rSF3 OLDCASTLE SERIES 3000 STORERONT (SF4 ' OLDCASTLE SERIES 3000 STORERONT ' `° I` 303 3/8.. = 1'-0" QED PROFF 3031 4 3/Q�= 1'-0'1 _ c .s 1 A�ARCH. REF. QTY.. 2 �Nc) �G 1 NFF SS/� A5.1 ARCH. REF. 4, 'f' 3 a a o j 'i 656` ' 'E r F ›ogO ® - % c -@o OU !-.,1) O vV`rroO �CJFNi (Q lYOa{-o-aQtI❑ /r- 12, - DATE 9- 10.25.19 iii � S , 0. RUS 11-18-19 FIELD VERIFY ALL °RAW"BV JPH DIMENSIONS SHEET EXPIRES: 12/31/2020 303 W r- g z t` U W 160" R.O. V.I.F. / 2 0 Lil .0 Cif • 104" R.O. in 0,TP 3/8" 1 9 /4 .9. 3/8" 3/8" 103 1/4" F.D. 3/;" o o co t!J r Eco U co / 49" // 49" / / 40 1/8" // 72" // 40 1/8" / T'5 in 8 a \ \ i 1 , ` PO 4 (451 l .451, \ \ f 1 I c@ .60 ,....„ \ ( 4 , 2 c 2 ! 1 \ O0 d In 452J 454 `454 452. , 00 / 2 ( 3 ' d}- , OPP OPP CO 3 `452 452 I 3 �\ REVISIONS: DATE BY \ 452i oPP ® .._4_5:1_, ® 453 ® A mug Pli �J 7� N / \ (k --- ---- • N 4 / \ -4 / \ - N r 3 \ N \ 1 1 N / \ \ ® `451, ® r7 \454 / \ 454 \ / (n\00 OPP / r 3 1 O \ Il JI 0 / 454 \ d- / I� \ 03/ I\ CO \ / . I0 d- \ / ® ® 1 ® \, (GyZ1) z \\ .. ® ' ' \ /U 'CO ' 5 ' \ \ \ I \ o N 2 2 v si `451 �451 X453/ o 1 / 72" D.O.S. / cr ( l E' o 4 ) p Li cSF5-\ OLDCASTLE SERIES 2000 STORERONT L co 3041© 3/Q 1`-0'i ���ED PROFESS 'SF6� OLDCASTLE SERIES 2000 STORERONT _ o ARCH. REF. S I N / U 2 A5.1 t.C\ �C' EF O 304 __ 3/8" = 1'-0" 2 • i 656` ' 'E /ARCH. REF. • QTY.: 1 o 1 Qo 2 I- 5 o¢U v g C °' f6o O OF�p O U h w cv=Y i a, ,f-G<'Y ]2, rLOOr• DATE 10.25.19 /T-A. D. RUSE , 11-18-19 FIELD VERIFY ALL DRAWN BY JPH DIMENSIONS SHEET EXPIRES: 12/31/2020 304 / 41--_ ftr 41 4rial S as mai imi ')/>l/L: 4 .,..., w ,:,, E Z r U W .) • ` IIIII fc0 RI- /� N to CO MO-678 \ M.tii MO-678c0 C Lc) inflil iso 1., ittilim N N r EffIN _.__________,_ , I., . R.. ii— ii. ii, ._ . , ,R::,..__cu-L „, ..i 7 ...,____ " 4 II p 0o riiii,..,M ,n . /2„ O 1/2" DIA. HILTI KWIK (HUS—EZ) 0 REVISIONS: MASONRY SCREW ANCHORS 4 , a, PII 0 / _Q EQ (4 1/4" MINIMUM EMBEDMENT) 0 di =-- _1 (3) AT INTERIOR MULLIONS A,®__J ,t_ /� , (2) AT JAMB MULLIONS ���___ - 4 1 /2" WHERE DISTANCE BETWEEN MULLIONS IS 4 1 /2 GREATER THAN 60" PROVIDE (2) SCREWS 1 OLDCASTLE SERIES 3000 HEAD AT MIDPOINT BETWEEN MULLIONS ' 3 ` OLDCASTLE SERIES 3000 HEAD 6"=1'-0" 401 .\ 6"=1'—0" - (401) 8A (8" MINIMUM SPACING) ` 8B ARCH. REF. ARCH. REF. 1 " MINIMUM EDGE A7.1 l (2 /2 DISTANCE) A7.1 C J � i �-- II N F Q , _A 1 /2" n n 0 i 0 4 , z �G-\44 � 1 f / ' '`r„____ -, i ,-,,, ri- / / N \ FG-3146 / FG-3146 / U) \ / n / n C N - N ° v .. >JF<3 9 ...•x.•JF 3\ > CV h. O 0) co \ Ili \ rir / _ _• \ /fib / - y - '+ 0 -. _ Imo. 's_ 02 d , ) 22 Fir iz ''Q^ - VJ FLASHING _._/iFLASHING Q u, •BY BLG k_________:-, cREo `ROPES BY BLG T1U0I i"� L" f� �i- GON :t- / Y '- 45711----- 10.25.19 ' 2 OLDCASTLE SERIES 3000 SILL IFN 12 S� ' 4 OLDCASTLE SERIES 3000 SILL SHEET JPH �• RUS 11-18-19 SHEET. `401 JI 7A 6"=1'-0" `401_ir 7E3 's 6"=1'-0" A7.1 ARCH. REF. EXPIRES: 12/31/2020 A7 1 ARCH. REF. A401 \n — :14/:\ -0 PROFESS ��\` GINE�,� /p'i56' � 'E rr 1/ , ' ..GGOo`O% � y12, �� �Q E. z E RUS 11-18-19 En /./ N 2 a0 N EXPIRES: 12/31/2020 Lop °D ami �r- co A I IlII — aEi °O \ 1- -. 71 IOU iiil MO-678 g ((J� Z ,._ ( < g CN ._ .__, ♦ , 'J (3) 1/4" DIA. X 3" SIMPSON 'SDS' SCREWS - - ID i" IN] ll P• r , AT EACH MULLION, CENTERED ON ONE OF THE 2X12'S REVISIONS: n • DATE 8Y M (1 1/2" MINIMUM EDGE •DISTANCE) I1.I&t9 81 4 (3" MINIMUM SPACING) ---- _--- ---- ---- 4 1 /2" 1 • 1 ' OLDCASTLE SERIES 3000 HEAD .401A R 6"=1'-0" ARCH. REF. 3/8" DIA. HILT! KWIK (HUS-EZ) CONCRETE SCREW ANCHORS O (2) AT DOOR MULLIONS M (1) AT JAMB MULLIONS Z u . (2 1/2" MINIMUM EMBEDMENT) • FFG-3144 1+ (3" MINIMUM SPACING) u) / ' (3" MINIMUM EDGE DISTANCE) p \ e c' / 4CO N rl 1 N o N- n c c CD 0 0 / CL cr N m a S ;t2 I m i t Q• 11-. r N c E i o 4 M U .� %! Q _ U U a • a Qo c Q 0/ f6o Ow 2'4U O)` DATE. 10.25.19 . r 2 OLDCASTLE S RIES 3000 SILL DRAWN Br JPH SHEET 401A R ARCH. REF. 401 A '\-\" PROFESS mac., GINE.-€ /0 . '� 656' ' 'E r I•'GON 40 GAY so 12, ? w E U 0 4ID. RUSE 11-18-19 15 ,r I _ 1:1`11:8?:-.1 i. EXPIRES: 12/31/2020 _o \ FG-3144 '�' 1 • m a0 : ORIN CNI . ;iwiLIJD 91 17----^� [NMI . Cg FG-3197iFG-1000-FP-2 I g (:, 00 k FG-3495 FG-3495 fir• REVISIONS: • DATE BY 4 1 /2" a ,.,,9 FG-1133 F�1133 a __ ---- Itmg 2 i I 3 , OLDCASTLE SERIES 3000 HORIZONTAL � __-- ---- is I I rFli �� ':. ` 402 ' 4 , I , .:.4 II l S z 1 V i III ARCH. REF. J L y ‘,/A84.03: A8.03 . 1.1 rFG-3495I riLc, :71 FLASHING 2 DLO DLO 2 FLASHING � rr `o BY BLG LJ, ' LN 3/8" 3/g" BY BLG — N III IM1 ii, "311111111111 > , O cm N 0 1 OLDCASTLE SERIES 3000 JAMB ' 2 OLDCASTLE SERIES 3000 JAMB • ` - � _ s= o 402E. 6"-1'-0" 402 © 6"=1'-0" o ARCH. REF. ' 1 ARCH. REF. m A7.1 A7.1 0 F. > 45 L m 3 C Q w c N S 2 U U t'5) C U L `- DLO 2 DLO QL / o n- o op 'ic mo ow 24 U icN�uYW W DATE 10.25.19 ' 4 OLDCASTLE SERIES 3000 VERTICAL °RAW�B SPH 402 ' 2 .\ 6"=1'-0" SHEET / A8.03 ARCH. REF. 402 "\- PRor '4 1 NEF /0 _ Ir-dir i.e.:. , '2 t *Ali'''. Go to , 12, 2 • w M E FG-3495 \ FG-3495s_,...A // // // // // RUS-C 11-18-19 t cri_ ith p7 ED N %1 +� EXPIRES: 12/31/2020 r0 2030 co — (112 - �T N N - e-- C ol / E 03 Y. FG-1133 a \ FG-1133 - ._ MTO O • r "PI h , 03 woLor) LtII / ;II yssI II + I_ /I J 4 ri,1 1.0j • // // // // // /j)V Mall, "i N N ,--,,-- _ O_ �_ 4 -f I REVISIONS: • W7E BY A 11.18.19 .141 BREAK METAL , ____ ---1 / DLO / 2 / / BY BLG .( / 2" m DLO / — 3/8„/ \3/8„ X1 OLDCASTLE SERIES 3000 JAMB FG-2100 ';:'i....711 6"=1'-0” `403 ®ARCH. REF. • `�•� \ FG-2122 >T / DLO / 1 3/4" / /`> h/ 3/8" AVL _ — c1 WL — — —I ct agi — O V O -ci N o' O 1= 2 ' OLDCASTLE SERIES 3000 JAMB u) 4031131 6"=1'-0" i v N ARCH. REF. aE. = w o A7.1 U o g .0 d <0 o � I- 5 orc -O p ° o m go-Ti o DATE' 10.25.19 UHAWNBY JPH SHEET 403 V O 4, 1 0© o D 71 Frl FG-2122 F \ 1T mzi N -4l,:z:2?':2, m IT L / A V, O O ;' O I_ _ J W rnli II C— n -, D O 15 o \ V — \ — V r- 0 I W N m \ ''r FG-2122 -A \ o N oo _e / \ O t 66b£- GJ V 0) (JJ A n D N 2 (f ££ll-9d m I- IIS Pi j->. 41 II 7 460. cA br 0 0 0 cp lit > 1 oco / 2" DLO / / \3/8„ m x CD , v cn c) o w o N °' Z -o NN +�O �z ri "7 O c �� S O\�� 1' co c.o 0 PROJECT � F '">. >. m mTigard Town Center-Storefront Renovation Suite N l F--4(---- 1985 16th Street NE Suite 170 16200 SW Pacific Highway Tiaqrd,Oregon 97224 i i I I i - 0< i) Salem,Oregon 97301 1 O ARCHITECT N DK Mullion Architects e m Q�QQK � __ 503-878-8585 GENERAL CONTRACTOR' ANG blacklineglazing.com i = co Deacon Construction m <c- 0 PROF£Ss �� 5GINk-, <9 656 E r \ Mr a FG-3156 V.: y . f- 12O211) ‘� L. Z o . RUS 11-18-19 '6 m, m 2 oin.5 - \ . FG-2145 EXPIRES: 12/31/2020 ( r � °?' 110 liq I p:+: "j> '-- '- cr..5'-'. Illi , \ /\ LTi' il, AC-107 0 / Rd:, N — oII loto7, 2-3 N VI �. 1. \ g N 11--;:g. DS-108 00 ,, D OD 3/4" 2 1/8" / / / REVISIONS: oA1E 8Y CN 11.1818 .PB- D.O.S. 2" / DLO / ____ 0 0 13 ` OLDCASTLE DOOR JAMB AT SIDELITE X --- -= `405 ' 8 , 6„=1'-0„ ARCH. REF. \.A5.11 D-61 Vi \ N 6 - I cm 0 3 � ,s FG-3157 1 ' OLDCASTLE DOOR HEAD AT TRANSOM L ARCH. REF. o �A5.1J S M S . : , EXT- 10I \T- IOR i- c N S FG-3158 c O 2170 -6 a o H 2” STOP TH-43 1 3 L N t \ \ a o x .o a a DLO 2" DLO U L 2 o a ao 0 '6 a a a - a-. H S o U to ' 4 a a c 4 ` OLDCASTLE DOOR JAN B AT RELITE ,°°iW Yr o 4 'o- u in Yz � 405 ARCH. REF. DATE 10.25.19 ' 2 OLDCASTLE DOOR BOTTOM RAIL DRAWN BY JPH `405 l c 6 .` 6"=1'-0" SHEET `A5.IJARCH. REF. 405 e \ V 0 -P 0 O -• CO \ F / W el o I� i 9 0 \ .4.:.......„„.......1, T /.\Y/te l > 0A n u) N _1 _ m 71 m Do 0 A. 0 N Fri \ r1-1 Co i U � T 1 in U�l --I \ U ° r Il F o i- (f) 0 o \ p HI X '� c 2' Y i CTI 0 CID ry c N • w ' 0 Z O � c) NaZ0 OT� ^ 0 CD 1` 1 co • m Tigard Town Center- Storefront Renovation Suite N % 1985 16th Street NE Suite 170 16200 SW Pacific Highway Tiaqrd,Oregon 97224 = Salem, Oregon 97301 A � I�G O N DK Mullion Architects z [3(�A°- gl< OG_]_ 503-878-8585 L - GENFRAI c°N TRAc roR i co Deacon Construction m GLAnNG blacklineglazing.com 4 1 /2" / \ . , as / \ < M5 lot O Z rn u .� / 2 o C D)a0 N ,( FG-2104 ^ .. q . \ / L \ - • \ c----""FG-2106 )• C — � \ _ l N c.co c AG-1o1-1 \ -� / lD 7-,c12 N U irl �j T FG-2122 ) c > @ c) @ I I FG-2122--.S1- --- 1==:ill' II 0\ ! \ ,- \ FG-2103 ( ,] C ct 0 n \ FG-2103 j ` i.1 _1O T C �- /r MD O \ C O g A C CI - — 1/— — REVISIONS: V • OA1E BY '� 1 3 OLDCASTLE SERIES 2000 HORIZONTAL o 1E1819 A_ ' 1 OLDCASTLE SERIES '000 HEAD \4511 -- 6"=1'-0' 4 OLDCASTLE SERIES 2000 HEAD ' ---- ---- ARCH. REF. 451 __ 6"=1'-0" (451 -J J -- 6„=1'-0" - :: ARCH. REF. ARCH. REF. • - 1/2" DIA. HILTI KWIK (HUS-EZ) 1/4" DIA. X 3" SIMPSON 'SOS' SCREWS MASONRY SCREW ANCHORS (4 1/4" MINIMUM EMBEDMENT) \ (2) AT ALL MULLIONS WHERE DISTANCE BETWEEN MULLIONS IS (2) AT INTERIOR MULLIONS GREATER THAN 60" PROVIDE (2) SCREWS (2) AT JAMB MULLIONS AT MIDPOINT BETWEEN MULLIONS WHERE DISTANCE BETWEEN MULLIONS IS 4 1 /2 4 1 /2" 1 2 MINIMUM EDGE DISTANCE) GREATER THAN 60" PROVIDE (2) SCREWS C / / (1 / AT MIDPOINT BETWEEN MULLIONS (3" MINIMUM SPACING) (8" MINIMUM SPACING) IV• Z \ (2 1/2" MINIMUM EDGE DISTANCE) a> O J 1/4" DIA. HILTI KWIK (HUS-EZ) El -2106 Li. FG-2105 I CONCRETE SCREW ANCHORS \ o FG-2106 S FG-2105 (2" MINIMUM EMBEDMENT) - G--` r@ N 1... L511 ra 8 � (2) DOOR MULLIONS \ Of C O �FG-1136 (1) AT JAMB MULLIONS / • C g V 1 Y7o (2" MINIMUM EMBEDMENT) ME FG 2000-FP-3 o -E \ �T �i G-2000-FP-3 (2 1/4" MINIMUM EDGE DISTANCE) i. B.. . ,11U :f - o F ` e CO a 00 i a v �Rcp PROFFS \ , Q N % 4 N GINE- Ss I7 4 ow mi = o > • a 't 656' •E ` 3 a ¢oc Q .4 / \ / Q �/ L\ / C - 0 o°o 4 Q j c7 vGi ' GONG \*-°':i g P. 0, m Q a 4 Y O V w oa c'=Yw 21 O'er U(E)U of 12, 2 la~o 0 0 ovaEts �� '� r 5 OLDCASTLE SERIES 2000 SILL °ATE 10.25.19 1 2 ' OLDCASTLE SERIES 2000 SILL ND. RUSS 11-18-19 °RAN"BYJPH 451 6"=1'-0" \451J -- 6"=1'-0" EXPIRES: 12/31/2020 LARCH. REF. SHEET 6"---1'-0" ARCH. REF. l J 451 s ,o PROFFss / \ ,sN� \.\G I N4--,.4=' EF� /0 'i 656' , 'E f \ / •' GO h ' . . O Q FG-3495 .f- `r 1 Z, 2O W Fjy ,� -� Z rn o O. RUS 11-18-19 c m N U2.0 F,),a0 N Ll EXPIRES: 12/31/2020 (./5 E' er o, FG-1133 '-'ErC -I N - COECCOY U cl 1 Rll,._„ <-,. . II I I g = a . ,-- <— • r Sif d- 0 - / \ REVISIONS: • DAZE BY 2„ DLO 1.11- FG-2100 '33]J 3�8 ' 3 OLDCASTLE SERIES 3000 JAMB 3/8 , 1 3/4 , DLO `452 -- 6..=1'-0" ARCH. REF. ' 1 ' 0LDCASTLE SERIES 2000 JAMB ..4-521111111 6"=1'-0" /, ARCH. REF. V A7.1 0 I FG-2100 121 Z a) 1 FG-3144 L 1411 , �� 2lfl ',in _ : N N O tiStit H 7U C 7 ., v H r� ea � FE-3197 > FG-1000-FP--2 9 N m 1:/ _ '/o^ F- N - V! T 0 4 OLDCASTLE SERIES 2000 JAMB �, J 452 __ 6"=1'-0" _ .� FG-2100 --•• \ LARCH. REF. c 0 L • as' 1DLO '' 3/4DLO - oo= .a< - - DATE 10.25.19 - 2 OLD-- CASTLE SERIES 2000 VERTICAL DRAWN6v .19 JPH 452 6"=1'-0" 3/8" 1 3/4" DLO SHEET ARCH. REF. A 11 1A. 452 /� f D.O.S. / 1 3/4" ,D.L.O., III 0 1 /8" v n •, u) , 2 1 /4" , 73 rn I— 7 Erl A Fr------,4 � � N O0U 7° 4.. _ I 1 -1 I !,,, .......:A, ry, , ,., > ,.) 1 , wi, U �� > 4010 ------I D z II 0 N LL c� N o D.O.S. 1111o 1 /4 � . 10 y O b o D I . = Cn rn f— m m CD p O O C N 1" N 77 4 o E O CO 4T. O ---I t . r O K 4 b. c > C 4 V m X ril N C A (27 N • . Cn 0 C7 x Ni w C O Z xl ry IV o vc. � S m C") i co 0 A 0. T3,--. 7—�D> _ Fri Tigard Town Center-Storefront Renovation Suite N3 1985 16th Street NE 16200 SW Pacific Highway Tiagrd,Oregon 97224 I I I I I ' _g y o ' Suite 1 Oregon m o ARCHITECT , , I , , � g m o Salem,Oregon 97301 CO N DK Mullion Architects y E3LAOK MIA 503-878-8585 C'- • GENERAL CONTRACTOR. z co• Deacon Construction Iijm risaING blacklineglazing.com �< cO PROppss i 656' • 'E r •' GO 40 2 0 FG-2101 --� FG-2101 ���Y JZ' o ,.q""• Ili 0 Z co v 0. RUS 11-18-19 Ln.__ N p) EXPIRES: 12/31 /2020 raoaD N N c Ur ,-,- � LL N g 00 y C- N a =1111L m c0 p f0 li 1W 1 Illitnr° "3.1.111 [Ngi D-3 l�l 41 (Rj 55�� r oo � C REVISIONS: 2 1/8„ 1/2„ • BATE BY / / / /N 11.1E119 8H_ DLO 1 3/4" D.O.S. DLO 1 3/4" DLO Ai ---- ---- / / / / / / / / 1 OLDCASTLE DOOR JAMB AT SIDELITE• ' 2 ` OLDCASTLE DOOR JAMB AT TRANSOM 454)FH ARCH. REF. X454 J -- � ARCH. REF. / D.O.S. / T 4 3/8" z / / O U) S , Ov m N O• a)W 4 TE1 lelN OQ22 � O 11 o � 3 _• 7 N N I U .2 L o .2 3U C U i cn • d <s2 H oM -O (n o c (Oo or �� 0 ✓T` g` yli 2 3 OLDCASTLE DOOR MEETING STILES D0 AlE 10.25.19 10.25.19 X454 jR 6 1 -� DRAWN BY JPH ARCH. REF. SHEET 454