Loading...
Plans . -;,\ � CN, CD PROJECT: ARCHITECT: GENERAL CONTRACTOR: t C COMPASS ONCOLOGY - TIGARD WESTSIDE CAI ARCHITECTS INC. TURNER CONSTRUCTION C EWE > Q CO -- 12123 SW 69TH AVENUE BLDG. A 401 N HOUSONT SREET --- H cc Rio N TIGARD, OREGON, 97223 DALLAS, TEXAS 752002 --- APR - 2 2019 n O INFILL TYPES SYSTEM DESCRIPTIONS GENERAL NOTES 'A °j Y+ c ( 1 /411 CLEAR PPG SB60 (#2) TEMPERED SYSTEM: 1 . MATERIALS WILL NOT BE ORDERED UNTIL THESE DRAWINGS ARE N I G- 1 1 /211 AIR, 1 /411 CLEAR TEMPERED W/MILL SPACERAPPROVED. / 2. FABRICATION WILL NOT BEGIN UNTIL ROUGH OPENING DIMENSIONS ARE < '^ 10 • KAWNEER SERIES TRIFAB VG45 1 T THERMAL FIELD VERIFIED. u, II STOREFRONT, CENTER PLANE, 211 X 4 1 /211 FOR 3. IF HARDWARE IS BY OTHERS FABRICATION OF DOORS AND DOOR ea C G L -1 ) 1 /4 CLEAR TEMPERED (CAPTURED ALL 4 SIDES) 1 " OA GLAZING FRAMES WILL NOT BEGIN UNTIL ALL HARDWARE ITEMS ARE RECEIVED BY V THE GLAZING SUBCONTRACTOR. A 4. THE GLAZING SUBCONTRACTOR WILL ASSUME NO RESPONSIBILITY FOR C II 2 FINISH: CLASS II CLEAR ANNODIZED G L-2) 1 /2 CLEAR TEMPERED ERRORS RESULTING FROM THE USE OF THESE DRAWINGS BY OTHER ATRADES. • CRL 111 ALUMINUM CHANNEL FOR GLASS WALL A 5. ALL FRAMES ARE VIEWED FROM THE EXTERIOR. V CGL'3> 3/1 611 FIRELITE NT - SAFETY GLASS SYSTEM (WU3SASL) 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR Q W COORDINATION TO THE LOCATION OF HVAC RISERS, PIPING, AND ANY POSSIBLE INTERFERENCE WITH THE WINDOW ANCHORING SYSTEM. ■.■ FINISH: SATIN ANODIZED 7. INTERIOR SEALANT IS BY GLAZING SUBCONTRACTOR UNLESS OTHERWISE G L-4) 3/811 LX9 - X-RAY GLASS LEAD EQUIV: 2.0 MMPB NOTED. ■■■ 8. ALL OPENING SIZES TO BE FIELD VERIFIED. 9. SPANDREL GLAZING NOT TO BE USED IN VISIONARY UNITS. REVISIONS: • wx BY 01.72» BB 0701119 BB JOINT SEALANTS WINDOW DESCRIPTIONS ABBREVIATIONS — — A.F.F - ABOVE FINISHED OFFICE \.s FLOOR �� B.O.H. - BOTTOM OF HORIZONTAL SEALANT: D.L.A. - DEADLOAD ANCHOR • TREMCO SPECTREM 2 SEALANT `•s D.L.O. - DAYLIGHT OPENING D.O.S. - DOOR OPENING SIZE COLOR: GRAY ELEV. - ELEVATION CITY OI ,._. , T��T F.D. - FRAME DIMENSION ` EVIEWEDF� ' i s •MPLIANCE F.F. - REFERENCE FIMEED FLOOR REF. - RR R.O. - ROUGH OPENING • T.S. - TUBE STEEL roved:1 U.N.O. - UNLESS NOTED OTHERWISE O`�'k• ( , VIF - VERIFY IN FIELD ermit#: ..,lp O ) -40® .� w O_ • : N I- Suite#: -- - N By: Date_ -,-•••••• •=01••••••• 3 a 0 a INDEX DOOR DESCRIPTIONS STRUCTURAL NOTES Q N 0 0 101 COVER SHEETS SYSTEM: L7 N 0 1 ❑2 RECITE SCHEDULE 1 . PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE HILTI KWIK F- z HUS-EZ CONCRETE SCREW ANCHORS. (ICC ESR-3027) 0 201 -204 FLOOR PLAN SHEETS • KAWNEER SERIES 500 WIDE STILE DOORS W/ Y Qt • 301 THERMAL FRAME ELEVATION SHEET 1 ❑11 BOTTOM RAIL, FOR 111 GLAZING 0 Z Z U 321 INTERIOR PARTITION ELELVATION SHEET <��EO PROFFss 0 0 In x FINISH: CLASS II CLEAR ANNODIZED Turner ��' G I NF /0 0 0 I- 401 -403 THERMAL FRAME DETAIL SHEETS ,,�C Fp Z w a co 421 INTERIOR PARTITION DETAIL SHEETS **DOOR HARDWARE: BY DALLAS GLASS Reviewed by: EricMishler Date: 02/11/2019 4 656" , •E c 0 0 F a - - _ a ,, Reviewed by Turner for General compliance with the N I..0 contract documents only. This review does not relieve Ip - Uo (PEMC❑ DOOR THRESHOLD PER DETAIL SHEET 402) Y 3 E the subcontractor of the responsibility for making the vG 1 GO p) d Et Q Z work confrom to the requirements of the contract. The c )� 12 Z� 2 ai — it City of -Tigard subcontractor is responsible for all dimensions,correct Jr" J� p U C76 UQg ** SAFTIFIRST FIRE RATED DOORS /A fabrication and accurate fit with the work of other trades. "VD. RUSE 02-11-19 HE Plans SEE SEPARATE SUBMITTAL ** / \ Submittal Number: 088000-07 DAT 0.26.18 EXPIRES: 12/31/2020_ DRAWN BY JPH By matey • - J°'ISHEET THIS STAMP ONLY COVERS THE STRUCTURAL ENGINEERING 1 a 1 OF THE EXTERIOR STOREFRONT SYSTEM ANCHORAGE a) cn RELITE SCHEDULE Wa2°° ` = rn`r'2 07 1—ce co linN FLOOR TAG TYPE WIDTH X HEIGHT COUNT E3 ` m ROOM#/LOCATION NOTES —n-i-,—, z w cv' J 0 X FIRST FLOOR R-1 GL-3 1 1007B FIRE RATED GLAZING (1 HOUR) .-N d ti 4111.111 `/`' \ Note: 'A a ** TO COMPLY WITH Y, c x MEDICAL PHYSICIST x A -I b ♦ - - -fir � � VIF — VERIFY IN FIELD J FIRST FLOOR R-6 GL 4 VIF x VIF 1 1124 J CT-CONTROL (LX9 - X-RAY .A Z , GLAZING) ** J FIRST FLOOR R-7 GL-1 1 VIF x VIF 1 1024 CONFERENCE Q I FIRST FLOOR R-8 GL-1 VIF x VIF 1 1 304A LAB 0 W FIRST FLOOR R-/ \ GL-3 VIF x VIF 1 1203 FIRE RATED GLAZING (1 HOUR) ■■■ A ■■■ X REVISIONS: DAIi or x 01.7219 BB 020619 BB SECOND FLOOR R-1 ,IL-2 IF x VIF 1 2001 MED ONC WAITING Turner SECOND FLOOR R-1 GL-3 / IF x VIF 1 2001 FIRE RATED GLAZING (1 HOUR) Reviewed by: Eric Mishler Date: 02/11/2019 SECOND FLOOR R-1 6 GL-1 VIF x VIF 1 2223 PVT INF ROOM Reviewed by Turner for General compliance with the SECOND FLOOR R-17 GL-1 VI F x VI F 1 2223 PVT INF ROOM contract documents only. This review does not relieve the subcontractor of the responsibility for making the SECOND FLOOR R-18 GL-1 / VIF x VIF 1 2222 PVT INF ROOM work confrom to the requirements of the contract. The subcontractor is responsible for all dimensions,correct SECOND FLOOR R-19 GL 1 ' VIF x VIF 1 2222 PVT INF ROOM fabrication and accurate fit with the work of other trades. SECOND FLOOR R-20 GL-1 > VIF x VIF 1 2303 PHARMACY Submittal Number: 088000-07 SECOND FLOOR R-21 AA GL-3 > VIF x VIF 1 2000 FIRE RATED GLAZING IV THERAPY (1 HOUR) w /�2\ 0 LI 1 N x i — \ N Q w x 3 0 Z C1 J a x Q CO 2 x j 0 z z x - > ❑ o < U 1= x "(ccO PROF. _1 N x c5 �G 1 N FSC. /0 0 0% 1- F <v 43 Z i0 w Z i x 656' - 'E r 0 3 I- ❑ N (n 1L x �G0' co 0h a. NQ w x _ Z /r"�Y12, P �• w ❑FN D Q x �O. RUSE 02-11-19 oAvg n 1— X0.26.18 EXPIRES: 12/31/2020_ DRAWN BY. JPH SHEET THIS STAMP ONLY COVERS THE STRUCTURAL ENGINEERING 1 02 OF THE EXTERIOR STOREFRONT SYSTEM ANCHORAGE 301 I I QM447. '2 DOOR & FRAME I _ I � � I P. ,t, v co 1 TO MATCH .s-�•, ��. F m �: O m EXISTING FINISH ;�t'.�z;�' I i---- `� `�"' _IL— — — — — — — — — — — — — — — I nit-.41.1 -1 \ 1 3 8 ii t___: ...= -._--a-r----_-_-_ _- I Z Q .. J -IIIIIII111 MIV����IIIII� , i O a X . 25Z Ltsrmo I I 1 I 1- I 1 1 92 I 01 L I I ; I I I , 1 ,/A,/ ,� , 1 , N I I w �� w - Ill— UJ j ] .,Q ' I I = r ti-_-1. • J I I - 'I I 1 J Q C.i FIRE RATED = I 1 I Q J v rk GLAZING _� __, rn J.a, I ,�. J �1 �07B� _ I REMOVED 01.18.19 rC ,___I u W I -„ P R BULLETIN 01 --I-, R-1 -- ,1_= ��_,.F,T ■■■ .........-= ' 201 __ - - I I I li ® , ■�� I 1 , 11 n ; I I �� 1 HOUR I n1__ r �� LI_I- • I ; \ - I I - _ `. -• REVISIONS: i II _ • DAM BY A 01=1011=2219 BB A. DI 2.1110 BB Aim--Em • I I = REMOVED 01.18.19= ,ap- ( 1 ❑'93) _ ] F-, .wq PER BULLETIN 01 = I — SAFTIFIRST i �� O DOORS SEE • }1PPP' SEPARATE __ SUBMITTAL - Nil i -, i , 1 - 1 T - I ►.�-._.� ____ __ 4-T-71-1-7-1-1-1-- I - -'I 1 e� � / _ ///77 ice,/,*��rG. ,i 1 I I ^ LEAD LINED ; __i I.: �" , �; GLAZING R-6 -rr �` w ' -j LX9-XRAY :'••• "`1 I - b� '` GLASS 201 ' a `a' N c�El. 0I I_I: L I. ,.,.......: : -- ,ii I'/I---1 jW \�� 1� I L' s%I ' 1 I I _ ' 0 Z meLi 1 I ' 0C-7 L j - -1" 0 -----' H ---4- I I 1 m d I /iii ii I Z ,,Th , 1 4.1 e 41__ I _ .3 R B fi/A } Li rj 0 jr.o A. • 1 jr c..s.\C- Ss H Lo ix r, 1 I 1 --o• (c,\ \--G T '� '' Z �0 U U�1 __I e� n • W Z 0 = a aii_ D a i 656fir 0 3 F o •" GO h a co �g w -- _ —�� • __Ai Gly O� �_- a3 Z — i— - I ©,1- 12, 2 �2-' n oQ N a� 0 0 be N O 0 N Q. RUSE 02-11-19 DA 0.26 i s ' 1 FIRST FLOOR PLAN — SECTION A EXPIRES: 12/31/2020 DRAWN By JPH 2011 A02` 3/32" = 1'-0" THIS STAMP ONLY COVERS THE sRE� ARCH. REF. o1A STRUCTURAL ENGINEERING 2 t / OF THE EXTERIOR STOREFRONT SYSTEM ANCHORAGE — m m � o0 c _ • —. an' 28 00 N I I I 03 F ce M u, F I I I I �e - I 1Q ��co • p- -- I iI P I I L u =---- -- - _ W I o o, ��a i -11 N n0 I I (1 3041) = I Q "t — R-8 [ 110 [ I ' rr. ,, 201 -� I I - . . r�� J� or 11� _ I Q DJ - i!U//t!/!!/1Lt .17C-7 �.l L� OG'] .V��J_ --J _ Al J (J 1 J r, "-T._,-T- -T a$ ••_.�''�a T_••-T l - , io 11••�� \ 1 19 F 4..., 1 .- i . " II .--;\ 'k 1 1 : : : hid Lla R-7 0 I 11 203 R-9 1.111. 201 u t _I A 201 1 HOUR • .111. 1.11_11_11.11 II . II ____ _. I I I REVISIONS: 11' FIRE RATED n `_fir Be----r5),- I� '�' _ 1 I - -1 , P' GLAZING I 9 19 BB BB ft 1 1- _____ . .. : ______i_________ �,' . ..• = - -- — - j — -------- f � 1 ❑p3) — — I Ili (--- . ( I• I • ____ SAFTIFIRST rl r— DOORS SEE ___,I.__,_. T ,_ ° 11 I y SEPARATE __ � L J q� p'11F I SUBMITTAL L �n li C Yo� I ��1=-- n 13 �` II I I u J I' . _- o I I / \ COORDINATE WITH I sAL r1-- ,��: �; I I OWNER GRAPHIC 0 Nf I , .un: � _ 11 "� I 1� °T- I!!I �� I GW-2 GW-2 I N ❑ } T T "__ ��I � Tr ur • �' 11 1 L , e1111 �J Q Z 11 s� 321 4,,, G;1/2 c,• 321 0. r --® ---- AZ- - I I I I V - - - 0 w ❑ �� IMF I : 1 CC7o CC]n C=mU d LDROF S ' '--* • a KEY M QE ❑ _ ❑ Ci in -"II LI Iir4656w �� ' ' 'E r 0 3 L o n i u �, j2j Cri.g 1� Ul w vto -- b b b N ,) O — � Q �Y el S D2: -7-- `r� 12, �� w o N. <(:' ❑ 1 3 4 5 'V D. R US- 02-11-19 oA�M1 r•- W ' 1 ' FIRST FLOOR PLAN — SECTION B ❑.z6.ls EXPIRES: 12/31/2020_ DRAWN BY JPH : 202 A02 3/32" = 1'-0' SHEET ol BIARCH. REF. THIS STAMP ONLY COVERS THE STRUCTURAL ENGINEERING 202 OF THE EXTERIOR STOREFRONT SYSTEM ANCHORAGE I I I >��� • ` I I I I I I =co10� CO I p q 1 L— I J I od'ouu, N -- I I �� —. I—�^ ..— � _ ----- •----------------- f••------- — w [ — - — — — T - ------ �, - z - —L imom Q .00RDINATE WITH ,a* ,�, �, [ ■�, II -[n a u_ -OWNER GRAPHIC F_ , F_ , _ °==7 1 'n a I I I I— I I I I— Y+ c I 1 /T1 1._!: g i h 1 1 "t Liir - Q L., i R-144 I FIRE RATED =I ° ° ° ° I �' 201 / ' , GLAZING _1 �' � � � _ �� _' ricl J c I I R-15 - _I J Q c _ Q �^•' (2.❑❑ ) -I 201 1 HOUR 1 I {I N 44 1 r-i '1 '''K.11pA [- 9 •rd �', t Q lu a._.,..,. g 6 1 T. i- ki,. :, =I I 11 II I I II 11 I I 11 11 11 I. _..__-. R - II II II II - REVISIONS: .. .. .. �j1I :Lai Fir J �t ■ • DAZE m V II F..• 01.1219 BB 1. -- '� 020419 ° EEL I ! J _ I: -n �-, ---- — I - - --- - ----_ I. = - --- ------1 • n u to I i ii II 1 I 1 I u , DOORS SEE SAFTIFIRST i (2 Dig ❑) ', I I �° I SEPARATE _11 t 1 'RQ —BMAL • j I �_ !. L1L1iiLILjiI , , t L iu —b f�lp_Lq,�rl[ I ,_, „ 4ji 1 I l n� in co !IC7F� f1 0 ..i e .,...... , ., w iuni 1 En I I ni '� N a o I n' riLl Ei) J i V -a �u I I 0 Z 1.1 L I I o I I W mil 0 9 - -\__:---V---- o �_ 11-'"- � QZc0i fir, ' '\FREill�u in re d 11 d d dl <`' GINF SAO 0 0' F I- I t0 U Z I LJ _ {� a � i II i 656 FE r O ul /3/� a dc-7 J1.: b JI: A: I OC-7 OC-7 U) 0Ki a rr) / [5 u 12 O rr ^'I. <q,7 N 0 0 IFN 0. RUS S� 02-11-19 pA°,, —I c ' 1 ` SECOND FLOOR PLAN — SECTION A EXPIRES: 12/31/2020_ ❑ zJPH 6. 203 rA021l 3/32" = 1'-0 SHEET: 'I 002)ARCH. REF. THIS STAMP ONLY COVERS THE l STRUCTURAL ENGINEERING 203 OF THE EXTERIOR STOREFRONT SYSTEM ANCHORAGE m zd I I I L L I >Mco ° 2 I I I Ilirill 1 IFCe Coin g) N - _ - - - I - --- -_ -_ _... ---_. I __.- ___ _. _ - - - - —-—-—-— -— -0 b �_ W C r ' I —�: : ‘._ Q 2 (p } I I _ v) al� I I I t: I _____ I I I '{_ ,A, I ^ I N ., w .r, ' ( I r• I FIRE RATED —�- I Q 1 I) GLAZING --� J 11 0 R-21 , 2000 201 I J ce, __- I 1 1 HOUR w FT i_ i I•, L �' .as .8s n&. k 1 I. , --- — C=7o C70 C=7a lima—__I ' I Q I I0 1 �71 -I- : - `) --- ---1,1 = ■■■ • _11 II II ILII �• 11 II 11.11, ill II II 11 II — ' �� \gyp - -- 1IIiiii111,: � REVONS111411 I I C - /1 = -- --- - � --I-- 1. — — rl�^ _ ■ r Y/ :h---� Ir L� C=70 C=70 C.70 C.70 I I I • 1' : ( 20190 ) SAFTIFIRST 1,-- , I I - DOORS SEE I _ ["= SEPARATE 1 J ;i II I -- SUBMITTAL ■ i I r- 11 1 id . 2303 ■ ill: aC_7 ' „ �(r ___ _ R-20 .$. I Jr- -r- --�� -'1. ►II �j� 201 ., - �__ I Li_, U A ril rF 4 2223 ) (2222) Ti -1 _I 1....." w • di ---xi a aaMY $ - a I o Z I I - — KEY MAP °� m I � � � I I Q � w 0 Zi! 16Ri7 . l '` Ammosimms gisi Deliw R-18 jIJJ ! -p.41\ o rn I- 201 201 ) ' Fh �C,��'�� ,�, Z v uFi tl I 1 !:! n� FTPWNEA:,...,,.„. . _ ___- 1 i -,.,.,,,,,,,,.,.,..,., Q N b b b b b fr Z N �ir��Y12, 2 S� aU`NU H D. RUSS 02-11-19 DPT — 1 -N SECOND FLOOR PLAN — SECTION B DRAWN jp e EXPIRES: 12/31/2020_ ORAWNeV JPH 204 ' A02 ' 3/32" = 1'-0" SHEET : ARCH. REF. THIS STAMP ONLY COVERS THE �02B1 STRUCTURAL ENGINEERING 204 OF THE EXTERIOR STOREFRONT SYSTEM ANCHORAGE of co = rn to rn m I-ce fh!j to 2 o p„M l0 Z W 2—• J O K .-aiaii CO c II] Q Ifl C9 72" R.O. J 3/8" / 71 1/4" F.D. 1 3/8" zoo J Q °; / 48" // 174„ V: Q J m r 1 , n U m 401, k T \ ` W 4 5 NOTE: AI 401, PULL CORD AS REQUIRED MEM • ® 401,/ FOR LOW VOLTAGE WIRING TO LOCK SET/STRIKE PLATE REVISIONS: ey r•-• BB /z 021:1119PER SECURITY HARDWARE PLANS • X19021:1119 113 `403,// - 3 N o COORDINATE SECURITY REQUIREMENTS 4 // ,402., L d WITH HARDWARE ` _ 401, // CD \ APPROVAL OF THIS UNIT PROVIDE vi `o / o, o BY GENERAL CONTRACTOR. GENERAL O CONTRACTOR TO COORDINATE APPROVAL / o WITH LANDLORD 00 N Irn \ X401, 2 \ \ ® \\ \ G-1) \ w \• _ ,2, , 2 , \ '� N 4� 02, ,401, -° PROFF 1-- < NCD GINk- ss/0 3 E / 48" D.O.S. / 'i 656 ' -E ' re m a Q 0 w 0 1 1 92) I. GO ❑ U \ ' G� �O 1 W Z Y 12, 2 <z_. )- > r. ( ❑U FF Trifab VG451T Storefront Elevation ���o. Russ 02-11-19 _ 301)� FF ` 3/8" = 1 0-0 (- ARCH. REF. QTY.: 1 Q� F A08-41 EXPIRES: 12/31/2020 ‘0 Li N La THIS STAMP ONLY COVERS THE 0 3 I 0 STRUCTURAL ENGINEERING w N = U OF THE EXTERIOR STOREFRONT n CO Qe w SYSTEM ANCHORAGE E. _s z 0=Nt4 n iU 'AUdF- DATV ❑.26.1 8 FIELD VERIFY ALL DRAwNay JPH DIMENSIONS SHEET: ' 301 co 0) ¢ ^aoit H = a,^rn m I— Et f7 N is 0 i 7 N *-•-:LS o z w C--• � Ci) aw Nrtn n Y, 11 Q Ill I Y, —i < Q J , 0 L7 k / 120" R.O. / / 84" R.O. / W 1/4" / 119 1/2" F.D. y 1/4" 1/4" / 83 1/2" F.D. y 1/4" ■■■ / 39 11/16" 39 5/8" 39 11/16" / / 41 5/8" 41 5/8" / ■■■ REVISIONS: _ ® ® • DAIS BY 01.77.19 BB 020519 B9 N-) 'in — 1/4" 1/4" — — 0 0 0 0 o0 © o li © ElEllco in op op mg . CETIimp opC N cV inCD CD coLI ® NOTE: an en COORDINATE WITH • • ® GRAPHIC OWNER W co ® ii N H Q N W 3 0 z Ccw-i" Interior Glass Window System w/Aluminum Channel 'cw-2 Interior Glass Window System w/Aluminum Channel °� m 321)[ ]ARCH. _ 1/2" — 1'—Op 321 1/2" — 1'-0" Q REF. QTY.:1 THUS i QTY.: 5 (g w ❑ 1 OPP ARCH. REF. I— U Z Z W • ❑ J I — 7 "\C'C l- PROFESS ❑ I- N x .��\� �G ' NE��' /� z to W in Z z i 656 ' -E r 0 3 H 01 01 I..O Q [7 L3D `'G•- GO c!>0 d N Q z ' 011— D, RUS' 02-11-19 < °ATI❑.Z6. 1 8 FIELD VERIFY ALL DRMLB" JPH EXPIRES: 12/31/2020_ DIMENSIONS SHEET: THIS STAMP ONLY COVERS THE STRUCTURAL ENGINEERING 32 1 OF THE EXTERIOR STOREFRONT SYSTEM ANCHORAGE � 0) / / / / \ ' , ulvgco i / / —/ / / / \ = n�93 .,4: I—Q' M In N / / 7; / / / / / _ \ \ u,0u)M m / / / -� / / / / / / 4517-CG-001j.O \ \ \ 451-599 N Q L / / / / / \ \ 451-026 / / / / \ a \ N N V.I.F. ( 4517-VG-570"� \ jr in TILT—UP CONCRETE WALL :"..'.1 -2 < &: \ \ "S U] f: EXISTING \ \ J in -\\(--Lso . ,��'J C C 1/4"o HILTI 'KWIK HUS-EZ' \ \ Q No 1/2" OM CONCRETE SCREW ANCHOR \ \ \ rrnn `� lo (2" MINIMUM EMBEDMENT) \ 0 U '� \ � • • Q D (1) ANCHOR AT ALL MULLIONS �` \\ \ \ MEM > \ - ■■■ 0 (2" MINIMUM EMBEDMENT) » REVISIONS: (2 1/4" MINIMUM EDGE _ DISTANCE) (PERIODIC SPECIAL INSPECTION / DLO / 2" / / / D.L.O. / 2" / D.L.O. / /� "'L19 BBw BB REQUIRED) 3/8"/ — 4 1/2 / / — — ' 1 Kawneer VG 451T Head Detail ' 3 Kawneer VG 451T Jamb Detail ' 5 ' Kawneer VG 451T Jamb Detail 401../R 6"=1'-0' 401 __ 6"=1'-0" 401 6„=1'—OA ARCH. REF. ARCH. REF. ' __ ARCH. REF. 4 1/2 'IT A ALUMINUM BASE ANCHOR \ /� BRACKET; 6063—T6 ALLOY V \ _71/ (SEE 2/403 FOR ADDITIONAL BRACKET INFORMATION) \ • 451-599 0 \ 1/4"o HILTI 'KWIK HUS-EZ' 0 0 1/4"b HILTI 'KWIK HUS-EZ' \ \ /CONCRETE ANCHOR SCREW CONCRETE SCREW ANCHOR (2" MIN EMBEDMENT) N(2” MINIMUM EMBEDMENT) •\ \ (2 1/4" MIN EDGE DISTANCE) W z451CG004 g n(1) ANCHOR AT ALL MULLIONS \ PERIODIC SPECIAL INSPECTION REQUIRED m a N (2" MINIMUM EMBEDMENT) \ \ - 7 0 (2 1/4" MINIMUM EDGE \ m z 451-HP-126 DISTANCE) \ 0 > o \ T HP 03 _r ��-+--'"� (PERIODIC SPECIAL I .R t -Jot F \ \ \ 0 ir 1 = z ■ <3\ !s-,e�! REQUIRED) \c<F- G N SS/ \ \ 0 I- F F 0 / / :(i FF'A �� \ \ #10-14 x 5/8" SHEET z w z Lc) / / i / / 656 E \\ \ METAL SCREW (2 PLACES) 3 F 0 _ / / 0, / / \ © BASE OF MULLION N N uo Q L r� / A / / / �G`y GO occr� 3/32" /�' S / �..N a / AO / ,f- 12, 2 s o s N s"Q 0 / / D. RUS 02-11-19 2" D.O.S. D90.26.18 0.26.1 8 \ EXPIRES: 12/31/2020_ 3/8 DRAWN BY JPH 2 Kawneer VG 451T Sill Detail n THIS STAMP ONLY COVERS THE1 4 1Kawneer VG 451T Jamb Detail SHEET ' 401 \ 6"=1'-o 401 J[ ]ARCH. _ 6"=1'-0 J ARCH. REF. STRUCTURAL ENGINEERING REF. 401 OF THE EXTERIOR STOREFRONT SYSTEM ANCHORAGE 0, 0) > o�. ,) ¢nao18; =a,�rn m o ceo� N 05 1/8" ALUMINUM BASE ANCHOR 2) BRACKET; 6063-T6 ALLOY z w _ -10(SEE 2/403 FOR ADDITIONAL BRACKET INFORMATION)--\ 0 a�_ 1/4"sb HILTI 'KWIK HUS-EZ'� J fn a CONCRETE ANCHOR SCREW En • (2" MIN EMBEDMENT) Q (2 1/4" MIN EDGE DISTANCE) PERIODIC SPECIAL INSPECTION REQUIRED 1 J ro- ii <> Q J \ .i'``><-1i1 )671- ) (.: i 0 k.) 0 it MEM DETAIL REMOVED PER - 1 451-599 ■E■ BULLETIN 01; 01.22.19 REVISIONS: #10-14 x 5/8" SHEET DA,E ,n METAL SCREW (2 PLACES) 011270 BB 020579 BB 1 © BASE OF MULLION / 5" 3/32" _ _ A' / D.O.S. / 2" / D.L.O. / C 3 1 Kawneer Series 500 Door Sill Detail a 402 6"=1'-09 ARCH. REF. 0 p W 0 N H Q W w Ur >. 4c,ED PROFFss o _, a m PEMKO 2549 �c�� \4 NFF,p io 0 SADDLE THRESHOLD ._ • r� '� 656 • -E r F Z n _ `' (N • Q F 2 •• GO . z r, G o 0 4166.44 — � Jr- 12, 2� ��• 0 I- WI- re / �• RUSE 02-11-19 0z 0 CI En 3 LIJ F Z / / / / / / / / / / / / / / / / / / EXPIRES: 12/31/2020 W W IU / / / / / / / THIS STAMP ONLY COVERS THE/ rt a N Q w STRUCTURAL ENGINEERING °_.-C1 Z / / / / / / / / / / / / / OF THE EXTERIOR STOREFRONT a n N n SYSTEM ANCHORAGE ANCHORAGE DAT10.26.18 C 2 1 Kawneer Series 500 Door Sill Detail D'''''' V BY JPH 402 JH 6"=1.-0" SHEET ARCH. REF. 402 1 . co al x I— 0 o y uco i.2v Z W <2— -J O X -1n 11 LL N r O1 C u) N Q ul � Y, \ N J o JQ °' J (7 Q C7 r , G r G it 3�� 7,--�� ..' MEM + 0) 450-5060 r•+ #10-14 SHEET METAL 2 3jQ ■■■ SCREW (2 PLACES) REVISIONS: • 9A9< BY 01.7219 BB N BB 1/8" ALUMINUM ANGLE °__ 451-502 BRACKET (6063—T6 ALLOY) jQ, _ _ 1II A N 5/16"0 HOLE (THRU) )4 I , \ \ W 7/ 2 0 W 3 0 z o 10 —0 O. -I� 1 -51� a m 2 0 — o a F Z ss W Z \ — ���EO PROF£ ' 2 ` Base Angle Anchor Bracket 00 z I CoNC) �G I NEF /p 403 __ 6"=1'-0" ❑ cp co ce ( 1 Kawneer Series 500 Door Transom Detail '� 656 'E \ ��ARCH. REF. z t0 w Z 403) -- 6„=1'_0A 0 F ❑ ARCH. REF. In N = a c.-60' GO oh Q m ce ' Y TO 11 N agZ M ° �D• RUS ' 02-11-19 gal o F DA 10.26.1 8 EXPIRES: 12/31/2020_ DRAWN BV: r, el u THIS STAMP ONLY COVERS THE SHEET: STRUCTURAL ENGINEERING OF THE EXTERIOR STOREFRONT 403 SYSTEM ANCHORAGE . 0, J V .. . . — TEMPERED GLASS w v v V • Qrncp tam H _ m CLR ALUMINUM ~0 "i" o �O�M= _ CHANNEL © SILL ;;E3 ti° zw 2-- iIiimwiiiim rindLi_ NSI <> — / _ 1 _ <>- ,i, kD , : D.L.O. �, J ml V--sr ' 3 " (Typ.) Glass Termination J 421 __ 6.> = 1'-0" if ,...... •-•_-, ARCH. REF. EXISTING STEEL STUD CROSS BRACING (SPACING © 24" O.C.) CLR ALUMINUM NEN BY OTHERS CHANNEL SILL MEM #10 SHEET METAL SCREW . © 24" O.C. MAX SPACING .060 ALUMINUM HEADER CLIP REVISIONS: --/\/— (6063—T6 ALLOY) DM m 012219 9B 02X0.19 BB 15/16" (TYP) / 1/2" TEMPERED GLASS ____ _ ' 1 ` Head Connection @ Aluminum Channel Clip 421./F1 6" = 1'-0" // 1/4" (TYP) ARCH. REF. /_ D.L.O. ---//D.L.O. / / 1„ 1/2" TEMPERED GLASS 4 (Typ.) Glass Butt Joint I _ 6" = 1'-0" 421 CRL ALUMINUM CHANNEL ARCH. REF. #10 SHEET METAL SCREW w © 24" 0.C. MAX SPACING I TEMPERED GLASS V (Ti Q 761, In 11 p BY OTHERS CLR ALUMINUM - s 0 z 7:&111.1.11••..- _-..MIMIIIIIIIIIIIII CHANNEL © SILL • re m 0. w ❑ F ° ' r- z 7 . .. . w r OJ _ z 7 ����p PROFES`5>e, .S3 \4 el"EFsi S, '� ° rn 1- 1- At 656 E r z w z D.L.O.ill /� 0 3 ❑ 1/4:,/ N N Dov •- GO h d Lij El x. X ,� G�' 12, 2�0�• � 2a Ns Q8 Z ti V El. W 0. RU 021119 � ani <maH DAT1 o.26.1 8 2 Sill © Conc. w/CRL Aluminum Channel EXPIRES: 12/31/2020 ( 5 Butt Joint @ Wall Finish/Framing DRAWN SY JPH 6" = 1'-0" `4211 THIS STAMP ONLY COVERS THE ,421, 6" = 1'-01 SHEET: ARCH. REF. STRUCTURAL ENGINEERING ARCH. REF. OF THE EXTERIOR STOREFRONT 42 1 SYSTEM ANCHORAGE