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Plans (9) BU P2018-00167 4 of 4 az \%- OCA As-- \C), \'' 1,C) Qa\' ''vc-sic) C' ef\ - -26, RECEIVED JUL 1 12019 CITY OF T R3ARD BUILDING DIVISION REVISIONS Na. DESA PTlON DATE BY 1st REVISION A\ 02/26/19 SC 2nd REVISION LL 03/07/19 GdC APPROVED OFFICE COPY S i .L iN$PECTION l�€-oIt. E City of Tigard E C H . State vf.Orpgyn $tr;.��:tural Spada ap COV .....�._�._.� By.p d Pia n s ❑ B.t;gncr::and =te�i:•'c����s�S't� I �i 1 ij ,. u 1�a to 7 --- "NCIH �ir�� s its ol! !in Co tai , , / cy ❑ Special �lgmer�t- ing G�ru; t,Fram�. ❑ fielnfOrcinc .iI'W;i Prestressigg Steel Tet ,e; r ❑ Structural '1Fst1f1��7 � A l3g SRCEHNITETICTURAL SYSTEMS i ED5iruetLi)'€tE:L41a.<, n.' ❑ ReiE!€Q7C4�,`.•1.pti rn,' �g ElIns�F:a';:ar i ISSUED FOR GENERAL NOTES APPROVAL SHEET INDEX REVISIONS 1. Do not order glass or glazing materials except from the final erection drawings. No. DESCRIPTION Na DESCRIPTION DATE BY 1st REVISION A 02/26/19 SC We will assume no responsibility for errors resulting from the use of these drawings by other trades. 2nd REVISION ® 03/07/19 GdC 2. Final approval constitutes acceptance of all finishes, connections, dimensions and deviations detailed on these drawings. 0.00 COVER SHEET 0.01 NOTES / DRAWING INDEX G.C. VERIFY ALL DIMENSIONS. 1.00 SHOWROOM FLOOR PLAN - NORTH WALL Revisions must be submitted in writing before any action will be taken. 1.01 SHOWROOM FLOOR PLAN - SOUTH WALL 3. These drawings represent our interpretation of the application of Sentech's products to this project in functional compliance with the 1.02 PAVILION FLOOR PLAN Architect's drawings and specifications. It is important that this interpretation be reviewed dimensionally and functionally with respect to 2.00 SHOWROOM ELEVATION - NORTH WALL actual Architect intent, interfacing conditions and materials, and job site conditions. 2.01 SHOWROOM ELEVATION - SOUTH WALL 4. Request for revisions after we have been authorized to fabricate will be subject to a handling charge plus cost of any additional materials. 2.02 PAVILION ELEVATIONS 5. All Arch/Contr. notes must be responded to before we can proceed. 3.00 SHOWROOM SECTION CUT -- NORTH WALL 3.01 SHOWROOM SECTION CUT - SOUTH WALL 6. The General Contractor shall provide surrounding conditions sufficient to withstand loads imposed by our framing system. 3.02 PAVILION SECTION CUTS 7. Structural silicone to be Dow Corning 795 or similar approved. 4.00 PLAN DETAILS - SHOWROOM 8. Weather seal to be Dow Corning 790 or similar approved. 4.01 PLAN DETAILS - PAVILION 9. All setting blocks and spacer blocks are to be made from delrin. 5.00 ELEVATION DETAILS 10. All glass to be fully tempered. 6.00 TYP. SECTION DETAILS 11. All glass edges to be polished. 6.01 SECTION DETAILS - SOUTH WALL AND PAVILION 12. All glazing channels to be coated aluminum clad with 20 GA. 316 Stainless Steel w/ #4 brushed finish. Glass Tolerances: 1. Glass to be provided to the minimum tolerances outlined in ASTM C1048. GLASS SCHEDULE 2. Squareness of panels shall be within it" per 39" of specified dimensions. Edge lengths shall be within 332" of specified dimensions. Holes shall be within ih" of specified dimensions. Bow shall be better than 0.2%. DESIGNATION DESCRIPTION 3. Local distortion (roller waves): maximum allowable distortion to be .2 mm over 300 mm. Measurement is to be taken at least 25 mm from the glass edge. GL--01 6mm [1/41 HEAT STRENGTHENED LOW IRON GLASS W/ 3/4" BLACK VERTICAL EDGE FRIT #2 SURFACE APPROVAL 1 SUBMITTAL DATES (FACADE) + 1.52mm [0.06"] TROSIFOL ES 4. Edge alignment tolerance = f " U.N.O. 6mm [1/4"] HEAT STRENGTHENED LOW IRON GLASS W/ TNG 11-780 11 ON #4 SURFACES DATE BY + 12mm [1/2"] AIRSPACE WI BLACK PERIMETER AIR SPACER AND BLACK SEALANT 1st APPROVAL SET 11/05/18 GdC Deflections: 2nd APPROVAL SET 02/26/19 SC + 6mm [1/41 FULLY TEMPERED HEAT SOAKED LOW IRON GLASS 3rd APPROVAL SET 03/07/19 GdC Glass deflection shall not exceed L/100 TOTAL THICKNESS = 31.52mm [1-1/41 RECORD SET 05/20/19 GdC Installation Notes: GL-02 12mm [1/21 FULLY TEMPERED HEAT SOAKED LOW IRON GLASS 1. Comply with manufacturer's written instructions. (FINS) + 1.52mm [0.06"] TROSIFOL ES 2. Do not install damaged products. + 12mm {1/21 FULLY TEMPERED HEAT SOAKED LOW IRON GLASS 3. Fit joints to produce joints free of burrs and distortion. TOTAL THICKNESS = 25.52mm [1"] 4. Rigidly secure non-movement joints. 5. Install anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration and to prevent impeding movement of moving joints. 6. Erect structural glazing and accessory items in strict accordance with the approved shop/installation drawings and installation process. 7. Glass shall not be positioned by the use of force. Provide temporary bracing and support as required to ensure stability during installation process. 8. Bolts shall be fully tightened in accordance with methods indicated in the installation drawings. 9. Clean glazingconnectors receivingglazingmaterials of anysubstances that might impair the work. Removeprotective coatings that might RIS PAOfF 9P91�. �aINE� ss/o fail in adhesion or interfere with bond of sealants. Comply with the manufacturer's instructions for final wiping of surfaces immediately before Q�' R ti9 90802PE the application of primer and glazing sealants. Wipe metal surfaces with an appropriate cleaning agent. Expires 12.31-19 10. Prime surfaces are to receive glazing sealants in accordance with the manufacturer's recommendations, using recommended primers. m I �I,f,OREGON o� 11. Locate setting blocks as required by the drawings. Use blocks of proper sizes to support the glass in accordance with the manufacturer's '0gyo Y tN�P+ recommendations. DU 12. Ensure delrin spacers separate the glass from the attachment plates. I �'�•E'/�� 13. Set the glass in a manner that produces the greatest possible degree of uniformity in appearance. Face all glass, which has a dissimilar David Dunham face, with matching faces in the same direction. Carefully remove all stickers and clean affected area. 2019.06.12 09:21:41-0500' 14. Use masking tape or other suitable protection to limit the coverage of glazing materials on the surfaces intended for sealants. 15. Tool exposed surfaces of glazing materials. S ENTECH Emmommosna 16. Clean excess sealant from the glass and support members immediately after the application, using solvents or cleaners recommended by the ARCHITECTURAL SYSTEMS BUILDING ENVELOPE SOLUTIONS manufacturers. 4421 Supply Court Austin,TX 78744 Tel: (512)266-7045 Fax: (512)266-3844 17. Use two setting blocks per panel for all glass set into glazing channels on bottom side, located 6" from panel edge, unless noted otherwise Project i a on drawings. JLR PORTLAND Drawing Title NOTES/ DRAWING INDEX Project No. i ♦ I C-18023 Dam/Engineer Sr.Engineer Project Manager GdC/SC KK 01 Droving No. Revision No. tracing Scale 0n01 0 • REVISIONS Na. DESCRIPTION DATE BY 1st REVISION n 02/26/19 SC 2nd REVISION ZL, 03/07/19 GdC 1 V �jj • i i Z. :5 `;1 • 1 .+ t — I i fi • n { 1 I I I _ _ I I I : I j I I 'I ,; 1 I JI __ ._ _. I I I I I 1 `' .. . . 1 { 1 ® - - - - - - - - - - - - - - - - --- - Ti =_ __ - - - - - - - - - - - - - - - - - - - - -'' I t I �`I �; , 1 . I I l I I I F I I I I 1 . 1 1 ' I !,i { ; f i _ f _ I k � I f �r I = I I I .L'iI . I I1 ; I -.r. - s •- I ! I I I £,I ' � I I I I I I I - _ : Asa1. 0 7. F----1 - - - .-_ _ - f - - - 1 - - -- - -I - - - I - - - - 1- - - - - 1 I - - 1 - - - - - • : � _. e _ _ - - _ — — — — _— I — — — --_ I — — — — I . _ - r_ i _ _ _ - I- - - - _ I I -- I - - - - , _ _ i - :i . i . , . • „...„ .1 1 -- : :____ _____ --1 L : : . . , . .. . ‹,› ,••7„,• _, ) :• ,_. 7--: ! I • .1 { Ii • I I I 1 I I I I - I . /� / i APPROVAL I SUBMITTAL DATES • pESCF;jPT40N DATE BY 0 \ _ _ . 1 : ' • { I I I I I I - -I • •i . I 1st APPROVAL SET 11/05/18 GdC e _ 1- - - - - - 1 - - -- -- i _ - - 1_ _ _ _ _ -r i - - _ - j - - - 2nd APPROVAL SET 02/26/19 SC e AI aPP. 0 © t OPP. r,,. 3rd APPROVAL SET 03/07/19 GdC 4.00 (7) .0 NW 4.00 4.® 4.00 RECORD SET 05/20/19 GdC 0 _ _ _ _ _ i _ I _ _ - f - 1 l i ( �I # I f1 f 1 1 f t 1 1 1 I 0 _ i_ - - - - - - „_ -�� , ___-t - - I, — - �- j-- -- - -- -11-- 1 =r 41+___ - _ -.;-- [ 7-.--1---i- -- .,fl---1 ; ---1- ---t---1- _-]..._1+4.,___ 410_,„,_ - I - - - - - - I - - .� - a Z dO [y U up LZ _ 5'-1174' 7'-9�' 7'-10' 7'-9Y` 5'-113' _ 5'-1141' , T-9h' 7'-I0" 7'-93' / 5.-11�' 1 0 1 _i o ( G.S. G.S. Gly. G.S. G.S. n / L \ G.S.G.s. G.S. G.S.G.s. G.S. G.S.G.s. w I I ■ • 1. w C7 U' I 5.-11V 7.-10.4. 7'-10}4' 7.-10Y4' 5.-11N. J 26'-6Y' i. 5.-11A- 7.-104'. J. 7.-10)i.' j. 7.-1 OY 5.-1 1 I 1 I . . ;r, c 35'-5Y' CLEAR OPENING 35'-5Y' CLEAR OPENING --V\- 1 � I �3�n I �3�Z" ��� 1 ��� I I I e e e e 5'-1$ . 36'--04' ROUGH OPENING 5'-6Y' 5'-84' . 36'-OY" RO&GH OPENING 5'-114` I I I R.O.-G.L' R.O.-G.L. ' ' R.O.-G.L. '.'R.O.-G.L.� 42'-1 ' 23'-1' 23'-9' 14'-6Y' 23'-9' 23'-1' 9'-7%' 32'-3ic " D PROF'�S \ _6c � �N(31NEF9 S/p2 \ ¢W 90802PE -, Expires 12-31-19 (RD 0 0 0 0 0 0 0 0 0 7+OREGON 0 dAYtit A Alli IO DUNK 2.00 0 FIRST FLOOR PLAN - NORTH WALL David Dunham Scale:1(8`=1'-0' 2019.06.12 09:21:5405'00' S ENTECH /ARCHITECTURAL SYSTEMS BUILDING ENVELOPE SOLUTIONS 4421 Supply Court Austin.TX 78744 Tel: (512)266-7045 Fax: (512)266-3B44 Project Titre LILR PORTLAND Dra.iig Title SHOY,RO0A1 FLOOR PLAN - NORTH WALL Project No. C-18023 L'kDesgur/Engineer Sr. Engineer Project Nonager ® GdC / SC ICK Ol Drarng No. Reriam No. Dramg Scale 1 .00 0 REVISIONS Ha, DESCRIPTION OATS BY 1st REVISION A 02/26/19 SC 2nd REVISION 03/07/19 GdC I I f 4 --:10 _- - - - - - - - - - _ - - u _1 _ - - • _ _ - - _ - - - - - - - - - - - - - -- l # 1 I I I 1 I I 1 I 1 I I I I I i ;< 0 : '1 I � I I I I I I I f I` Ii I i -- 1 I, I I I I 1 I I - �- _=I#ice _, : _ �j 1 = I _� I . I I I - !, , I .. 1 -T I I 411) _ _ . H f 1 1 1 1 1 1 1 I I ! ! I i/----_ -7.77 I I - I i ! I I .%t- I I I I ` APPROVAL! SUBMITTAL DATES / DEXRIP110H BATE BY I I 1 I I I I I I 1st APPROVAL SET 11/05/1E1 GdC [ 1 0 3 I I i I I I 2nd APPROVAL SET 02/26/19 SC r ' 3rd APPROVAL SET 03/07/19 GdC o 0 1 BPP. -' 1 d 1 BPP. RECORD SET N1- 4.00 4.04 CT) 0 • 4.00 4.0 4.00 05/20/19 GdC ..— � � I • � I I � � 1 7 , 1 � I I � � � � I 1 � i 0 - - - - - -- - _ -I - - - - - - I L , r �l _ � � -- - - - r , - - - -I---t _ Lam. I - -- 1 5'-1174' 7'-9h" 7'-1O' 7'-93' 5'-1178' I 5'-1136" 7'-93' 7'-10" 7'-93' 5'-11w o I I 1 C.S. - G.S. -, G,�. GS. "j G.S. j I G.S. G.S. G.S. '� C.S. G.S. o t" I A I to I I 5'-11�" 1 7'-10Y4" T-1 I . r w t� /: OXO' j 7-1 QY' �, 5-11�' �I 26'-8Y° 5-11� � 7-1� r 7'-10}x' 7'--10Y' s`-11}x' J I L c. 1 L L c. L C7 [7 M 35-5Y' CLEAR OPENING 35-5Y' CLEAR OPENING 1 et I -'\3x- i 3 . I 2 I A I © © A 5-1)i- - 5'-1 ° L 36'-0Y' ROUGH OPENING 5'-�' _ 5'-8Y' - 36'-0Y4' ROUGH OPENING I R.O.-G.1_." 4RA.-G.L " R.O.-G.L ' ' R.O.-G.L.- . s. 32'-37�" 9'-7 23'-I' 23'-9' 14'-6�4' 23'-9" 23'-1' 42'-1 ��9,�0 PAOFFS \'....-64" ��5 ANG I NE�cq tSio 44 Lx' 90802PE r ED 0 © r� 01 N R yExpires 12-31-'{9 U ) 0 CID 0 , OREGON o.& a ',o DUtt 2.01 r I 401FIRST FLOOR PLAN - SOUTH WALL i Scale: 118'=1'-0" David Dunham 2019.06.12 09:22:05-05'00' SENTECHmeNINIE ARCHITECTURAL SYSTEMS BUILDING ENVELOPE SOLUTIONS 4421 Supply Court Austin,TX 78744 Tel: (512)266-7045 Fax: (512)266-3844 Project Title JLR PORTLAND Draxng Title SHOWROOM FLOOR PLAN - SOUTH WALL Project No. C-i8023 0eagner/Engneer Sr. Engineer Project Nonage( 0 CK1C / SC tat CI `` Drain g No. Rakirian Ho. Dromg Scde 1 .01 0 REVISIONS Ha. DESQT1PT1OH DATE BY 1st REVISION n 02/26/19 SC 2nd REVISION m 03/07/19 GdC Q A 0 C A 50'-8Y' 23'-6),' •A . i' S-931 43'-10' ROUGH OPENING 3'-0%" R.0.-G.L• R.O.-G.L 3)i- 3�. 4f43'-3' CLEAR OPENING , 5'-10Y2' 7e_1QI¢' '7'-10 7'-10 " ¶ 7'-10)x, ¶ 5'-10}x' i t. kt I A 5'-11Y' 7'-10' 7'-10' 7'-10' T-10' 5'-11)14. (5 3 j G.S. G.S. G.S. f G.S. r G.5. G.S. fr d ae OPP. I 1— o a ~ 4.01 4.01 4.01 J 1 .[r t 1-- - i!r ?',,i,1_, .: t 1 I•i 1 F i I _ 1'._ .:I r 1 1 i •.1 l 1'I_,n 4 J r 1G i- r 7 f-!^_ - 0 --- --11--- - H --1-- —71.2_,.. • • • _4___. • • • • - • 1- —1r i - _f - - . E- --I-- - 1 — . .. I ,E,te . .. r-1:).-.; ii, 1,1 -ru_• — l - f.1 --- ! __T' "--1W,.1:- ,— ,'�'"x'.j..-• r, i ! I II '''i I . °Y APPROVAL 1 SUBMITTAL DATES DE5CRIPT1OH DATE BY ` 1 1st APPROVAL SET 11/05/18 GdC , , 2nd APPROVAL SET 02/26/19 SC I I I 3rd APPROVAL SET 03/07/19 GdC I II • RECORD SET 05/20/19 GdC \ •. i 1 ' i • .T s: __—_ . .� fI 1": I' - z 11 _,t t.6 U . C' I= _Ij ' a © a OPP. : ' 4 t` i • ~ o 4.01 4.01 4.01 I CI I ' ' 1 I J C.7 f 1 1 _ i 1 i 1 . :1 „. I . . . . . • 2 1 H_ :7y7—I. — —+ _ . - - - -:----- €— 1 _ - — - :: - - — — — -- — t ' IL 1 3 5'-11Y" G.S. `� 7'-10' 7'-10- 7'-10' G.S. � 7'-i0' 5'-11Y' p PAOFF G.S. � G.S. � G.S. � G.S. �! ,c�ti �NpINEF `r+si0 5'-1a)�' i 7'-10)x' I 7'-10)6' 7'-10Y' I, 7`--101 ' 5'-10Jr' I �, 90802PE ' I Expires 12-31-19 43'-3' CLEAR OPENING A \3yc• A 3\_)__in 3'-9�" 43'-10" ROUGH OPENING ,L0 3.--CIV �,q� Y 12.-10.4R.0.-G.L. / ' R.O.-G.L. I I DUB I : I -- ''- AI 2.02 David Dunham 2019.06.12 09:22:16-05'00' I 1 I I I . SENTECHigimim 0 PAVILION FLOOR PLAN ARCHITECTURAL SYSTEMS BUILDING ENVELOPE SOLUTIONS Scale.114'=1'-0" 4421 Supply Court Austin,TX 78744 Tel: (512)266-7045 Fax: (512)266-3844 Project Title JLR PORTLAND Droning Title PAVILION FLOOR PLAN Project Ho. C--18023 Deigner/Engineer i. Engineer Prajed MQnoger Z ® GdC /SC KK OL Drawing Na. Rorsim Ho. Drawing Scale 1 .02 0 REVISIONS Ho. DESCRIPTION DATE BY 1st REVISION o 02/26/19 SC 2nd REVISION Q 03/07/19 GdC , 2.-0/4" e P0 0 42'-1�" 0 23'-1` 23'-9' 0 14'-6Y' 0 23'-9" 0 23'-1` 0/ 9_7c 0 32�--34" APPROVAL I SUBMITTAL DATES Aftr1© DESCRIPTION DATE 8r 3.00 3.00 1st APPROVAL SET 11/05/18 GdC 2nd APPROVAL SET 02/26/19 SC • 3rd APPROVAL SET 03/07/19 GdC • RECORD SET 05/20/19 GdC 1 ' iI 1 __ I I I I I I I -i [ _I i- I • { I • I OP I I 3 ' I j 1 OPP. I I I i I B/STEEL ---- -- --=- --- 1 • _ _ 3 _ P• - a _.�_ —_ I-- - - , 1 $15'-O 1/2" \ : I 5.00 1 5.00 I 5.00 ---' I 5.00 5.00 - 1 l 5.00 —-; ! ( I I < . • — NI GB/CHANNEL f --- — E 1 L 1 L' s PORTLAND —I— I_�.I l�-�� C.�,��� — — — -- — - La z EL. 14-9 W� -- -- i a s c 0 ! I <> 4> C> it I I - I ____ ____ _____. _ • I ----- -i 0 0 --- - > . I 1 i -- - • • - -1 ; - r I — ' — r 1 ,-I- - - ---- ---I-- - - - . t-±—r---•Too < (._, A 4 • O -3(CHANNEL _ _ .Y i Y \\ �\ Y_ - _ _ -- _Cr I \ T f00 41 T�SLAB = - - sr l ::_-__« ��:__ - - \ - i _ _. 5.00 - ---- ---__4_ ;; _ 5.00 _ _ 5.D0 - w� i• BLOCKCIUT i -- -- —41 EL. -0 -1/2. - 4 . . . . . . ( . . 1 I r' r r n rr -r-� rr� r r,r-r r•rrrz rr-rte r-rrr . - - - - — L 4 4 2 I, 1 1 I. I. � l� L�} I .( I — -I — .. 1 Q� AIi i 5'-11�' T-9�• T 10" 7.-9Y4" 5.-113c S'-ll% T-9Y' T•`10' T-9Y' 5'-11�` I 1 I A :Ixvr9C43°p?iirliEsyG1.221-;;;;4: G.S. G.S. G 5. C_5. G.S. I G.S G.5. G G.5. G.S.I I I 1 I ! E}c J.T. )4" J.T. ` J.T. I` `�' J.T. �Y�' J.T. }�' J.T. `54` J.T. `�" J.T.1 I e I I I q�p NNp DU I 5'-106' , 7'-10x' 7'-t0Y" 7'-10Y" 5'-11X' 1 26'-6Y,' 5'-1U6' ,, 7'-10l f 7'-10}4" 7'-I0Y" 5'--11)x" - I I I -- - - q. C, 35'-5Y' CLEAR OPENING 35'-5Y' CLEAR OPENING I i '. �3 1 31z' t)i. N3 . 1 I I2019,06.12 9vid :2226-05'00' nham e e ee 5'-1f4' 36'-0) ROUGH OPENING 5'-8Y' 5'-SY4' 36'-054' ROUGH OPENING L 5'-1)4' I I I • R.0.-G.1.7. ' R.O.-G,L. ' " R.O.-G.L. r "'RA.--G.L.l J J S ENTECH min ARCHITECTURAL SYSTEMS BUILDING ENVELOPE SOLUTIONS NORTH ELEVATION Supply4421Court Austin,TX 78744 0 ( Tel: 512 266-7045 Fax: 512)266-3844 Scale:118'= 1'-0' Project Title JLR PORTLAND Droving rile SHOWROOM ELEVATION - NORTH WALL Project Ho. C-18023 Deigns/I:ngneer Sr. Engi;eer Project Manager GOC /5C i K OL Drarag No. Revision No. Droeng Scale 2.00 0 REVISIONS No. DESCRIFTIOH DATE BY 1st REVISION /\ 02/26/19 SC 2nd REVISION m 03/07/19 GdC • 2'-6)/4" S 32'-3) 0 9'-7 " 0,\( 23`-1° © 23'-9' 0 14'-6�° 0 23`-9` 0 23`-1" 0 APPROVAL I SUBMITTAL DATES Ilk © DESCgP11ON DATE BY 3.01 3.01 1st APPROVAL SET 11/05/18 GdC 2nd APPROVAL SET 02/26/19 SC 3rd APPROVAL SET 03/07/19 GdC RECORD SET 05/20/19 GdC —__ - _ --- I - I I 1-- i I I _-_ I I • i I . • 3 li I. 1I I I II I I I t —_- —_—_ , I I — I I --r-. _ I I —-, -- I I • -I I + B STEEL _ -- __ .._ -.--.____.. ._ __ __,. _ _. 1 AI 0 P. .._ I 1!� OPP. ; _.r._ ..._-_---_ I / OP P. 5A0 \ — 5.00 — 540 5.00 `_ 5.44 X00 --• .EL. 9 -9 1/2" ; I I I- e 48/CHANNEL ` - _ �, _ �_r a --- - ._... — — EL. 9'-6' i _- _^A _� - __� R� w-^ I I I �-�� zz k .����,- ......�� I � _ a -I-"� I _ 1 -� --- I T CHANNEL — -r - - -- = �_ - - ! _ f_- I I IA,......._ _•—<> 1 t r 1 t _ ! -- I- _ -- t -I--_ 1 t _ 1 t 1 I - _ -- o 0 r— } ----- - _ i----.- ---i--2i------- ---- - -- aa°an ® a-m <0>__ __<> amt ` a•m Q-aE <>—._ /` / _c(:).3 e 0 3" —_ _. •-.. 1.01 PR ei Q(OAB �� _.__-_ : i IYM- -- �.�k- -��- (-2-) r. �, 4 �� t \� - _ - 2 I E 4 _ '� `� \`. — .. _ — ��PNG NF�Fssi _ I F ► -_ __- a - - 1 ? 5.00 I5A0J it 5.00 \I 1; { (� �G �¢ D 66 T/SLAB BLOCKOUT 11-!- r , v - \.--:_i — L __....,_—_,J I • 1 Y #,. — __ + _ y IIIV El. -O -1/2 i 1 1 ��I 1 I t 1 .1 � ._ - — 90802PE r Expires 12-31-19 5'-11 A" . 7'-9Y" 7' 10" 7`-93c 5'-1174' 5'-1I,6" 7'-9h [ 7.-1 ,10" 7'--9Y• 5'-11W ►.� G.S. G.S. G�S. G.S. G.S. C.S. G.S. G .r G.S. y.s: Ti/i AEGCNN j I 1 I,)i" J.T. \)r J.T. ' J.T. \Yzk J.T. ` " J.T. Vi` J.T. `Yz J.T. J.T. 4 qAY 12• A 41,/0 V D DUN a I I I 1 ; F � N I I 1 5'-11)5" 7.-10,Y4- 7'-10)x" 7'-10) 5'--11)t' j 26'-04" 5'-11V7'-104.7'-10 4. 7'-10)i- 7'-lOJ , 5'-1 IV - — I ti3422--------. 35'-5.j CLEAR OPENING 35'-5Y' CLEAR OPENING � I e David Dunham ° I " , -._ 2019.06.12 09:22:39-05'00' e �- e e I I I 5'--1)c 36'-0,4" ROUGH OPENING 5'-8Y" 5-8 ," 36`-0y4" ROUGH OPENING 5'-1)T , R.0.-G.L.' ' R.O.-G.L. - . . R.O.-G.L. '' • R.O.-G.L.' S E N T E C H iiiiiiii i J ARCHITECTURAL SYSTEMS BUILDING ENVELOPE SOLUTIONS 4421 Supply Court Austin.TX 78744 0 SOUTH ELEVATION Tel: (512)266-7045 Fax: (512)266-3844 Scale: 118'=1'-0. Project Title JLR PORTLAND 0roeing Title SHOWROOM ELEVATION - SOUTH WALL Project Ha C--18023 Designer/Engneer Sr. Engineer Project Manager CAC /SC XX Ol Drawng Ho. Ramon No. Drawing Scale 2.01 0 00 0 t A 1 I 23'-64' 5O'-8Y4. REVISIONS a © No. DE5CR1P110H DATE BY 3.02 3.02 1 1st REVISION A 02/26/19 SC • 2nd REVISION Zi. , 03/07/19 GdC . I I � . I - -- - __ r' : A8/STEEL a Slit f l© 51A1^ _ _ 1 SIM. -9 1/2 \.___ .• � 5.00 ! 5.00 I 5.00 e - B(CHANNEL / I -4_ 1--�1 _t �, (' $9 -6" I z 2 � GL-01 GL-01 GL-01 GL-01 GL-Dl GL-01vi taj o I T/CHANNEL r r I I cd e 0 -3" I I cc 1.02 5 T/SLAB \ \ : `9 2SIM. ;� oIP _ 0'-0" 5.00 \ Ti C-47) 0I i CD T/SLAB BLOCKOU\ I .L- �1 I - 1 1q AI 5-114" 7'-10' 7'-10' 7'-10' 7'-10" r 5'--11Y" I G.S, G.5. G.S. G.S. G.S. 1G.S. 5-10)¢' I. 7'--10)¢' 7'-141 ' 1 7'-10X' �r 7'-10}¢• 1 5'-104' ' 43'-3' CLEAR OPENING . 34y .1 3 ! A 1 e `1 • 3'-0N' I, 43'-10' ROUGH OPENING 3'-54" R.0.-G.L:' R.0.-G.L.4. i .J J APPROVAL! SUBMITTAL DATES 0I PAVILION ELEVATION - EAST t>ESffaPT10N DATE BY Scale:3/16'= l'-0- 1st APPROVAL SET 11/05/18 GdC 2nd APPROVAL SET 02/26/19 SC 3rd APPROVAL SET 03/07/19 GdC RECORD SET 05/20/19 GdC CI 0 0 A 50'-8J 23'-6Y' AI is 3.02 3.02 I f 1 I } MIA. 1 \ 5.001 5.00 f 5 C. • 9 -0 • � - 1 9-6" NEL z z ---; - - �--_ - . _ ------•--. _ Expires 12-31-19 IF 9 _g w ' 1 7 OREGON N. o a v, GL-01 GL-01 GL-01 GL-01 GL-01 GL-01 215;.+4%jib fNEL II -� ca 102A qv o - 9 Er \ \ N\ IIDi AB o n 2 ; SM. � 4 SIAL. I . in a, 5.00 —1 5.00 `' dim _ _tee -- --- ---- - ' If T/SLAB BLOCKOUT _, - = L_-� ,- . y- - , - a A 5'••-114' 7'-10• 1 7`-10• 7'--10' 7'-10' 1, 5'-11X" IDavid 9:22:Dunham 2019.06.12 09:22:53-05'00' 1 I G.S. 1 G.S. 1 G.S. G.S. G.S. 1 G.S. I I imm 5' 14Y�" 7'-10 �'-10k�' 7'-10 J 1 7'-10N' [ 5'-1 Oh" I SENTECH C i i ARCHITECTURAL SYSTEMS BUILDING ENVELOPE 3GLuTIn (4S I 43'-3" CLEAR OPENING 1 4421 Supply Court Austin,TX 78744 I Tel: (512)266-7045 Fax: (512)266-3844 A i 3X. A '• I Project Title r 3'-9w 43'-10' ROUGH OPENING 3'-O%" , JLR PORTLAND 1 R.O.-G.L. J J 'R.O.-G.L I. Oromg Title 1 I PAVILION ELEVATION - EAST AND WEST Project No. C2- PAVILION ELEVATION - WEST C-18023 Scale:3116'=i'-0' —/ Oe*ner/Engiieer 5r. Engineer Pn*.ct Narwger GdC /SC 10< 01 Oramng No. Re+idol No. Ororing Scale 2.02 0 REVISIONS 0 0 Na. DESO PfOtl DATE BY 1st REVISION /A 02/26/19 SC 2nd REVISION Q 03/07/19 GdC 1I I I •1 . _ . ...., _ ,. , , ,. , I _ ___•i . 1 ,,,_:r. 1 - ; 11? 1 r / Irrt-i y ' - 1 i _ . / , 1 / l 1 • t I,' i „/ rr r r (f �' 1 _� I - - r_ / I i; 1 i + _1 /• i `1 li 1 4 } i •`t ' ; i "_ 1 `� -1 I r: i {` # 11 A , 1 ".� 1 ., -' l I -.. i 1.- - e ! i-- _ 1 7 I Ir ++ I ' ! i APPROVAL 1 SUBMITTAL DATES 3 t Iti i . t a-1 t DESCAPTION DATE BY i ' _ I I 1st APPROVAL SET 11/05/18 GdC - — 2nd APPROVAL SET 02/26/19 SC —® ' 3rd APPROVAL SET 03/07/19 GdC RECORD SET 05/20/19 GdC 016 GB/STEEL '; B/5TEEL -� r.- - 15'-0 1/2” \ \ f_— 1 15'-0 1/2" ` L f V'BOTTOM OF CHANNEL - 1_ I - , (�BOTTOM OF CHANNEL ' , 1 ! EL. 14'-9" k , Y EL. 14'-9" 6.00 if 6.Q0 11 I r I 1 i1 11j li co z z z z ui w \ w o W o 6 Q oD PROFF ca m 4,oGINfi69 S/0 • Q4, `; -; T 90802PE �r 10 FlN DEPTH Expires 12-31-19 `7 OREGON '�� 1 4�GARV 121' 4 /0 17UNN David Dunham © 41('CHANNEL © I T(CHANNEL I 2019.06.12 09:23:11-05'00' 0 -3" 0-3" T(SLAB -- 6.04 2 di T(SLAB 600 -.,0 -0 1 C � o�� rl I % SENTECH il T/SLAB BLOCKOU\ �'- 1- ! - AT/SLAB BLOCKOU\ - J 1- ! ARCHITECTURAL SYSTEMS 1-1 EL. -0'-1/2" \ \ i J ' a IV EL. -0'-1/2° - I I .. I:. '•- . . . B1�ILDI �r� ENVELOPE Oi SOLUTIONS i'== ,_ -1-I—, l J. ; •1 • ; 4421 Supply Court Austin,TX 78744 A `-�"��-_-� -f _• '. � � ..__• .. . .. 7 Tel: (512)26S-7x45 Fax (512)266-3844 e r Project Title a � , • . - JLR PORTLAND i' i Droirkig Tltle SHOWROOM SECTION CUT - NORTH WALL 40 SECTION CUT AT NORTH WALL FIN fili SECTION CUT AT NORTH WALL Project No. C-18023 Scale:112'= 1'-0' Scale: 1/2'= 1'-0' Designer/Engineer Sr. Engneer Project Ilarager CAC /5C KK 01 Orauiig Ha. Rerisiat No. Drari'ig Scale 3.00 0 REVISIONS 0 0 Ho. OEsaaP1104 BATE BY I 1st REVISION In 02/26/19 SC • iL= 2nd REVISION ,L, 03/07/19 GdC ip illi., 1. l `llst - ,i -,! I lFi f i I I :I1 ii_ r` _ I 1L i .1 :-.i p___, 1 ,I ki II { III it_ 1 _ } I i f I 1 " _,. -I I ik� I I 1 '}� --11 I (1 it = I 11---4";.:1 !__ ::f {: I I 'I • -•-� 1 I 'i } I; I I• } i' Ii :IE APPROVAL! SUBMITTAL DATES I DE5CRIPTiON BATE BY • 1st APPROVAL SET 11/05/18 GdC 2nd APPROVAL SET 02/26/19 SC 3rd APPROVAL SET 03/07/19 GdC -':; i. RECORD SET 05/20/19 GdC 1 I if- _ 1 � i T } Fw, 1 1.71..1. ^ 4.. 3 1E} 3 1 } I 3 I • , . ii' { jr oilik 8/STEEL � � r 1 B(STEEL r 1 1 111-1 9 —9 1/2" ----I-- I -- i. 9 -9 1/2 , --I--- B/CHANNEL / t t / 4EL. 9 -614B/CHANNEL EL. 9'-6" • I c, Cc.•6 01 1NE�9 /dy �4 . 90802 PE r z ca c7 Expires 12-3i-19 z z g i- CT o `7,y�OREGON oma°' in 0 I .<.: ; \ 4 SAY A2: tr In o ih } o r7 ;s c. I 10' FIN DEPTH a, 5..).24/:;72+2.---, ( David Dunham 2019.06.12 09:23:30-05'00' © . r "it -- 03" A I -.L...--- 0-3" Addb OT/OAB 2 T°-OAB - 4 S ENTECH f_ -- --,, 6.00 'I" ~� 6.00 T/SLAB BLACKOUT\ 4„,. r I — T/SLAB BL0CK0U\ - —, ARCHITECTURAL SYSTEMS IV EL. —0'-1/2" • 1 . '....i. • . .. j •.: .' -111j EL. —0'-1/2" '1• 1. _ li ,•'I,. BUILDING ENVELOPE SOLUTIONS A `-1- — J . 4421 Supply Court Austin,TX 78744 Tel (512)266-7045 Fax (512)266-3844 ��� A . ' Project Tide - ' I . - JLR PORTLAND I I Drarrlg Title SHOWROOM SEC11ON CUT -- SOUTH WALL 0 SECTION CUT AT SOUTH WALL FIN 2� SECTION CUT AT SOUTH WALL Project Ha C-18023 Scale:1!2•=1'-0• Scale:1/2•=V-0' Bergner/Engined 5r. Ensbeer Project!!auger GdC / 5C KK 01 Drairig No. Rersia Ha Drawing Scale 3.01 0 REVISIONS Ho. DESCRIPTION DATE BY 1st REVISION 02/26/19 SC 2nd REVISION 03/07/19 GdC 0 - 0 L. .7-__-__T--. L- 'i_..1-`- - 1 L -ir II I r' I11iI -----• -- ----_ - ---_-7--_-_-_-:-!=:•,-; I S is r } # i. 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Sr 3� 1 •i . • 1 -~ —� �l r. - APPROVAL/ SUBMITTAL DATES I�: :' / DESQdPT10N DATE 9Y - 1 - 1 ;/ 1st APPROVAL SET 11/05/18 GdC a is 2nd APPROVAL SET 02/26/19 SC • r�-- —— —.— 3rd APPROVAL SET 03/07/19 GdC { _ B(STEEL r B(STEEL _.: 11,, -` 1� n>, �� RECORD SET 05/20/19 GdC Illij 9 -9 1/2' -___j__, 'Mr 4I► ii I 9 —9 1/2" T+ I 4 (. ail 111-1 Br C5 ANNEL �J - -- --- i0 SIM. 4B,/CHANNEL 2 Slf�l. 6.01 6.01 I I I i 10' RN DEPTH cp z z w w w w MUi CL \ x c I co co Ln \cr I *tocp J WW I co I CC V 07 c V o p,EO PROice -cra1 I '� �\�1�N�1NEF�si0 (47 I y Q 90842PE r 1 I Expires 12-31-19 7OREGON '&1D /a oUN'e' lk 1 I I I AOT/C3 ANNEL A 4017C3 ANNEL / T(SLAB --_ -y 6 TSLAB _ ____,i 6.00 David Dunham O 0 _ f To'—o" 2019.06.12 09:23:42 05'OD' i-7 T/SLAB BLOCKOUT �A. — , --1--' . y >-►- _ . 1 • T/SLAB BLOCKOUT • — I EL. —0.-1/2" I I 9 -1 a II EL. —O.-1/2" 1 1 J . —_ • • ) ) ENTcHSmiliiiie cYSTEMS _ _--__- B ENVELOPE ST� LLiTIOAIS • -- __ :TY":2:1R(S51uC2721: Court Austin,TX 78744 _ 1 • ° f ' 66 7045 Fax: (512)266-3844 REVISIONS No. DESffaP110N OATS BY 1st REVISION n 02/26/19 SC 2nd REVISION A\ 03/07/19 GdC f -, 3" / 1. ,, 1' 1' i I I I g L. JI I _ 3' 1" 4}f5 .+ 1'-0' 0.C. TYP. —0' O.C. 4Y" 1� Ki 3Y' 1'-0' O.C. I I 20 GA. 316 S5 CLADDING, 14 BRUSHED FINISH (BY SAS) II _— i I ADHERED W/ VHB TAPE (BY RCC) I 1 I `� f 1 I GL-02 LAMINATED GLASS FIN (BY SAS) I 1 .i/ r � DELRIN SETTING BLOCK (BY SAS) STRUCTURE (BY OTHERS) ; • % ; ` h° NOMINAL SILEL SHIM (BY RCC). 0' MIN, 1- MAX. o /', . y ALUMINUM FIN SHOE ASSEMBLY (BY SAS) ANODIZED ALUMINUM GLAZING CHANNEL (BY SAS) I z DIA. 316 S.S. H1LT1 KW1K BOLT TZ I • [ DELRIN JAMB BLOCKS {BY SAS) {` I �;I J 1 W/ 3Y' MIN. EFFECTIVE EMBEDMENT (BY RCG) AP'P'ROVAL I SUBMITTAL DATES I — I \.N...!// %. DIA- POWERS POWER—BOLT CS FLAT HEAD SLEEVE ANCHOR PEsoaOV DATE BY )6" DIA. POWERS POWER—BOLT CS FLAT HEAD SLEEVE ANCHOR I . `z✓ 1 AT 12' O.C. W/ 3 ' MIN. EMBEDMENT (BY RCG) f AT 12' O.C. W/ 31i' MIN. EMBEDMENT (BY RCG) I ^�\ NOTE: 3%' MIN. CONC. EDGE DISTANCE 1st APPROVAL SET 11/05/18 GdC ' NOTE: 33i" MIN. CONC. EDGE DISTANCE I L _ _ _ y - —_ ——_ _ ! 2nd APPROVAL SET 02/26/19 SC I . (— —T 3rd APPROVAL SET 03/07/19 GdC 1 1 L ,N , RECORD SET 05/20/19 GdC , I0 OCO O w = t 61,4 LBS/FT (ASD) ,, -.7.1 k _a. W = ± 245.6 IN—LBS/FT (ASD) / I >) I • �_ /i, ,___ iia i �,1.. .,!:2;-, . .. 1 —.. . . . .. • —: . _.. — — — • . . . . .. • . . . • . • • . . . • . . . 4• . . . • . . • • . • •• . - .,i- - •ti.... .•••, ---I- - --, . . . • • x ... r . . . . ... .• . .... . . . . . ,. . _ . • . • , ; , , . . . . . . - ... 7..\ / -.• ,; L A :„;-3 ' 4,,, I _ � . . �WP ;.� _ _ _ 7.1r - - : - . • 16I[ . . . . -- --- . . i / 6' X y" THICK CONT, STEEL PLATE (BY OTHERS) LI I GL-01 INSULATED GLASS (BY 5AS) DC 795 STRUCTURAL SEALANT (BY RCG) �'4" VERTICAL EDGE FRIT .,_4:1f___--( FLARE SEALANT OUT TO ACHIEVE SEALANT BITE TO FACADE PANELS AS SHOWN I -."71-\.36. � DC 795 STRUCTURAL SEALANT AND BACKER ROD (BY RCG) I i - GL-01 INSULATED GLASS (BY SAS) ��PEa N OFt 20 GA. 316 SS CLADDING, 14 BRUSHED FINISH \5 ,,N EF,Q Q \SEALANT BITE (BY SAS) ADHERED W/ VHB TAPE (BY RCG) SEAL jef[ SEAL FOAM TAP£ (BY RCG) key I )i' 1" GL. alt"BITE BITE �'' VERTICAL EDGE FRIT 9OSO2PE r BITE ' '-16 ALL THREADING HCS 18-8 S.S. AT 18' O.C, W/ 4 WASHER AND NUT (BY RCC) DELRIN SPACE BLOCKS BETWEEN GLASS (BY SAS) Expires 12-31-19 :i 3' PANEL SYSTEM (BY OTHERS) 6' FROM VERTICAL EDGE OF GLASS v DC 795 STRUCTURAL SEALANT (BY RCG) 7�&REGON2 �� 20 GA. 316 55 CLADDING, #4 BRUSHED FINISH (BY SAS) O'f`''¢RY I?.* q� ADHERED W/ VHB TAPE (BY RCG) 4) DUST" %~1 . �--� - f David Dunham v 2019.06.12 09:24:02-05'00' 0 PLAN DETAIL AT SHOWROOM JAMB 0 PLAN DETAIL AT SHOWROOM GLASS FIN AND JOINT S ENTECH Scale:6"= 1'-0' Scale:6•=1'-0• )ARCHITECTURAL SYSTEMS BUILDING ENVELOPE SOLUTIONS 4421 Supply Court Austin,TX 78744 Tel: (512)266-7045 Fax: (512)266-3844 Project Title JLR PORTLAND Droriig Title PLAN DETAILS — SHOWROOM Project No. C-18023 Deeigner/Engineer Sr. Engiuc Project Manager GdC /5C KK 01 Drying No. Resat Ho. Oralmg Sails 4.00 0 REVISIONS No. ©ES{RIPTKCN DATE BY 1st REVISION n 02/26/19 SC 2nd REVISION ZL 03/07/19 GdC • 1 1 , I /. I I ..J i---- 1 1 t ', 3" 1' 4X€ 1'-0" O.C. 1'-0' 0.C. . 3Y4 :4" L 1 L.r� 'I_ 3Y" 1'-Q" O.C. • 20 GA. 316 SS CLADDING, #4- BRUSHED FINISH (BY SAS) \' I I ' € I ADHERED W/ VHB TAPE (BY RCG) • I 1 I 1/I I — GL-02 LAMINATED GLASS FIN (BY SAS) • I I STRUCTURE (BY OTHERS) I I I DELRIN SETTING BLOCK (BY SAS) 1 / Ji" NOMINAL STEEL SHIM (BY OTHERS). O" MIN, 1" MAX, ALUMINUM FIN SHOE ASSEMBLY (BY SAS) E ! I ANODIZED ALUMINUM GLAZING CHANNEL (BY SAS) I o z i - 1 _" / I A R- o I ..F1-1--/� I W/03X" M1lN. EFFECTIVE EMBEDMEN6 S.S. HILT] KWIK BOLT T (BYRCG) I APPROVAL! SUBMITTAL DATES �. 35 DI POWERS POWER-BOLT BOLT CS FIAT HEAD SLEEVE ANCHOR I 1 I • AT 12" O.C. W/ 31i" MIN. EMBEDMENT (BY RCG) .1 A _/ ' I oPnoN DATE BY NOTE: 3W MIN. EDGE DISTANCE � 3i}" DIA. POWERS POWER-80LT CS FIAT HEAD SLEEVE ANCHOR ' I / .1 AT 12" 0.C. W/ .h" MIN. EMBEDMENT (BY RCG) 1st APPROVAL SET 11/05/18 GdC • E /i ! I NOTE: 3W MIN. EDGE DISTANCE 2nd APPROVAL SET 02/26/19 SC T —— j H 4- -I I 3rd APPROVAL SET GdC 03/07/19 / I f �� RECORD SET 05/20/19 GdC CO-)0 -- — -- o 0 W = ± 61.4 LBS/FT (ASO) , i e •W = t 245.6 IN-LB5/FT (ASD) / -- ,- � _—r ' .-- r - l'N • f lc, ; z <> A\'.-2' 11 2 ; I' ..:1=--. 1i S S ------- k ; Sk,1 . '' -mak i - ' -- .�_. -- - 1•t» _' ` —1---- -5 _ — _ ....�, — • �'�•`. ''ham \� � ' - • ` � - . J .I I. ( • i . . i/ / iii///:' r _ r4 I ( I r i ' I I 6" X Y� THICK CONT. STEEL PLATE (BY OTHERS) ' i GL-01 INSULATED GLASS (8Y SAS) / DC 795 I I/� I Y4" VERTICAL EDGE FRIT FLARE SEALANT TOUT TO ACHIEVRAL SEALANT E BSEALANT BITE / I DC 795 STRUCTURAL SEALANT AND BACKER ROD (BY RCG) 5 —�!� ' 15. TO FACADE PANELS AS SHOWN QED PR44 • 20 GA. 316 SS CLADDING, }4 BRUSHED FINISH I I " GL-01 INSULATED GLASS (BY SAS) `��4G NGINEF SSj SEALANT BITE (BY SAS) ADHERED W/ LMB TAPE (BY RCC) SEAL 1*i SES FOAM TAPE {BY RCG) z I I 134" 1" GLA %"-16 ALL THREADING HCS 18-8 S.S. AT 18" O.C. BITE r 4,,1 T:, i BITE 34" VERTICAL EDGE FRIT �` 90802PE 9r BITE I W/ WASHER AND NUT (BY RCG) 1 DC 795 STRUCTURAL SEALANT (BY RCG) Expires 12-31-19 -tYt" 3" i, CLADDING (BY OTHERS) 20 GA. 316 SS CLADDING, 14 BRUSHED FINISH (BY SAS) TA_OREGON a4° ADHERED WI VHB TAPE (BY RCG) 04 4RY 12�' V,0 DUt' e ..,: -- 6...e2....._____ David Dunham V^ V 2019.06.12 09:24:17-0500' 0 PLAN DETAIL AT PAVILION JAMB 0 PLAN DETAIL AT PAVILION GLASS FIN AND JOINT S ENTECH ii Scale:6"=1'-0' Scale:6'=1'-0' ARCHITECTURAL SYSTEMS BUILDING ENVELOPE SOLUTIONS 4421 Supply Court Austin,TX 78744 Tel: (512)266-7045 Fax: (512)266-3844 Project Title JLR PORTLAND Oraring Title PLAN DETAILS — PAVILION Project No. C-18023 Designs/Engi,eer 5r. Engineer Project Manors CdC / SC KK 01_ Dmeiir No. Revhion No. Drorin9 Scde 4.01 0 V V 9c-i1 FT FSCS 18-a SS (BY RCG) REVISIONS 1 -2" No. DESCfAPTICH DATE BY STRUCTURAL Srtt_L STRUCTURE (BY OTHERS) STEEL (BY OTHERS) 5�4" (2) )"-13 ALL THREADING FSCS 18-8 SS 2" 4' f. •t" L 4" 2" (2) ,1 -13 ALL THREADING FSCS 18-8 SS 1st REVISION /, 02/26/19 SC . AT EACH END OF CHANNEL (BY RCG) AT EACH END OF CHANNEL (BY RCG) 2nd REVISION h\ 03/07/19 GdC � - STEEL PLATE (BY OTHERS) I i > - 1" STEEL PLATE (BY OTHERS) ,..743" 4 .� '� I I ` I I J . NOMINAL STEEL SHIM, 0" MIN./1" MAX. (BY OTHERS) 1 Yi" NOMINAL STEEL SH1M, 0" MIN./I" MAX. (BY OTHERS) - - - ! I- .zEn- - - -T( r - - i 1 .2.. I - , — - — — L.,, a " t € I I z I I --- ..s — — - - _ _ i — — — — — - :I r ! � , � net II I& S ` � �� � � „.... .1—� ,11 a . � / I \ 7 I X� � X I III I \ 7 ,_ I I I� � I I � \ � 6 1 L —_— _ `I_ r1---- - --- N\NN4\ r' I I jl ANo01ZED ALUMINUM HEAD I GLANG CHANNEL (8Y SAS) \ I I DETAIN WIND LOAD BLOCKS (BY SAS) - / I •ANODIZED ALUMINUM HEAD GLAZING CHANNEL (BY SAS) SEALED TO CHANNEL 24" O.C. MAX (BY RCG) DELRIN WIND LOAD BLOCKS (BY SAS) - .0 SEALED TO CHANNEL U 24" O.C. MAX (BY RCG) 1\ DELRIN WIND LOAD BLOCKS (BY 5A5) '' CO i \-- I. I SEALED TQ CHANNEL 24" O.C. MAX (BY RCG} (2) 35"--13 ALL THREADING FSCS 18-8 SS "'I ' V_ ,� I AT EACH END OF CHANNEL (BY RCG) h �i s S5 FSCS (BY SAS) II 1, J ANODIZED ALUMINUM JAMB GLAZING CHANNEL (BY SAS) r 1Y" , ) GL-02 LAMINATED GLASS RN %"-16 ALL THREADING HCS 18-8 5.5. AT 18" O.C. W/ (BEYOND) (BY SAS) WASHER AND NUT (BY RCG) \ \- / I DELRIN BLOCKING, 6" FROM EDGE OF GLASS (BY SAS). GL-01 ISULATED GLASS (BY SAS) - `i+ \ / I NOTE: AT SHOWROOM ONLY, NOT AT PAVILION. DELRIN BLOCKING BETWEEN GLASS JOINTS TYP. `" X I 6" FROM EDGE OF GLASS (BY SAS) `N / \ GL-01 INSULATED GLASS (BY SAS) NOTE: AT SHOWROOM ONLY, NOT AT PAVILION. / \ M 1 I i / //:///e / APPROVAL l SUBMITTAL DATES I /\ -- V DESCRIPTION DATE BY 0 ELEVATION DETAIL AT HEAD AND JAMB 0 ELEVATION DETAIL AT HEAD AND GLASS JOINT 1st APPROVAL SET 11/05/18 GdC 2nd APPROVAL SET 02/26/19 SC Scale:s"= 1'-0' Scale:s•= l'-0* 3rd APPROVAL SET 03/07/19 GdC RECORD SET 05/20/19 GdC II 1 f )i" 1 (Y4" PL END LINE) (Y" PL END LINE) 3" .' \ L 3" 3Y" A iy4- .. / WIND LOAD BLOCKING, 6" FROM EDGE OF GLASS (BY SAS). 1 / NOTE: AT SHOWROOM ONLY, NOT AT PAVILION. 0 K� J T. I I h" NOMINAL STEEL SHIM (BY RCG). O" MIN, 1" MAX. - — I DELRIN BLOCKING BETWEEN GLASS JOINTS TYP. \ ! I )c-16 ALL THREADING HCS 18-8 S.S.55AT 18' O.C. ►11 ( \ / I W/ WASHER AND NUT (BY RCG) 6" FROM EDGE OF GLASS (BY SAS) N XI NOTE: AT SHOWROOM ONLY, NOT AT PAVILION N zo / \ I I GL-01 INSULATED GLASS (BY SAS) ' GL-01 ISULATED GLASS (BY SAS) I L ._ _I ANODIZED ALUMINUM JAMB GLAZING CHANNEL (BY SAS) �"....,, - w GL-02 LAMINATED GLASS FIN (BEYOND)I I BOLTED ALUMINUM CHANNEL END DAM (BY SAS) (BY SAS) I _ J )16 5S FSCS (BY SAS) 20 GA.ADHERED 16 SS CLADDING,W/ LMB TAPE (BYRCG)BRUSHED FINISH (BY SAS) C �� D PRO v IiL I > Y' NOMINAL FULL BEARING 5PACE� 0"SHIM MING/ MAX Y OTHERS) I W �'<re LIVE fctS:9 �r\__l I� ANODIZED ALUMINUM HEAD GLAZING CHANNEL (BY SAS) *amuc.c. �\ 61 E,Q O a J f I ii" DIA. POWERS POWER-BOLT CS FLAT HEAD SLEEVE Y� THICK CONT. STEEL PLATE (BY OTHERS) I �� 90802PE �� o J I J ANCHOR AT 12" O.C. W/ 3Y�" MIN. EMBEDMENT (BY RCG) w v, I-- I I I I NOTE; 3Y" MIN. CONC. EDGE DISTANCE CONCRETE SLAB m Z Expires 12-31-19 CD I ( I (2) DELRIN SETTING BLOCKS PER PANEL )i" DIA. POWERS POWER-BOLT CS FLAT HEAD SLEEVE I I r `` 0 7 OREGON '�° 2'-0 FROM EACH SIDES OF GLASS CORNER (BY SAS) ANCHOR AT 12" O.C. W/ 31I" MIN. EMBEDMENT (BY RCG) - tiG (O I�' 1 L ———— — NoT1: 33'4" MIN. GONG. EBGE DIsrANCF —• ' �� _ . �r I —_ �qV 0 Y 1 ,�,p� ii 1 DU .II =.I II t-.-1 .T-I 4*.J - 7 ..i-- /ii; IT.,,,,e !:.-_---_. I vid Dunham ® " - II - �' 11.1 I',, i 2019.Dsa12 09:24:32-0500' \ ; v . - - - \ i1 j \ji — I—'-141 I—' - - \I kt \ 1 / I � Tis, t 11 1=I 1 , [it -- i — i 11 r. Ii I I Q II I ISENTECH memommilm I L I I a ) )ARCHITECTURAL SYSTEMS I J BUILDING ENVELOPE SOLUTIONS t I Y4" NOMINAL FULL BEARING STEEL SHIM (BY OTHERS 4421 Supply Court Austin,TX 78744 Y4" THICK G 4. S FFl PLATE (BY OTHERS) J I ) Tel: (512)266-7045 Fax: (512)266-3844 I l I SHIM SPACE, 0' MIN./ ii" MAX. I I Project lite � NOMINAL FULL BEf}RJNG TEFL SHIM (BY OTHERS) U {_L , i :_a JLR PORTLAND pliIM PACE, 0" MIN./ " MAX. II I I . 6" 1 1'-O" Q.C. 1. I'-0" O.C. I 634• , 5Y4" Ir 1'-o" O.C. I Droi ig Title ELEVATION DETAILS II 'I I ,v Project No. (-2-- ELEVATION DETAIL AT HEAD AND JAMB (.4). ELEVATION DETAIL AT HEAD AND GLASS JOINT C-18023 Scale:6'=1.-0- Scale:6'=1'-0• Dedgner/Errgrreer Sr. Engimer Project Ilonager GOC /5C !0< DL Drofrig No. (e.itht No. Drawing Side 5.00 0 V C / 1/4 3-14\(BY OTHERS} ./ / [1/4 VV / / REVISIONS e / No. DESORPTION DATE BY , . , • / .: .: j 1st REVISION n 02/26/19 Sc / / 2nd REVISION 03/07/19 GdC / 1'-2' / W = ± 2.65 IN/K (ASD) 1X' i 7)¢' I 3}6' 2Y' W = ± 276 1N-LBS/FT (ASO) / W f 673 0 LBS (ASD) ` / . -- STEEL STRUCTURE (BY OTHERS) W = ± 69.0 LBS/FT (ASD) / / 1'--2' X 1' CONTINUOUS STEEL PLATE / ` • ( Y OTHERS).j B S . (2) h'-l3 ALL THREADING FSCS 18-8 SS V /r / ///////' 1•1_ I 1 V/2 / , �/ / i///,////// // AT EACH END OF CHANNEL (BY RCG) 1 // / / 11 r / I #1� r e e 1 IT_ .." / // //1/ ///jry� 1 Lodb 8/STEEL / ., „ - j//' / t `. - " •<:•-> 8/STEEL / - . ` IF \\ \\X\ \\ \\\\ \\\\\X ` \\ > 15 -0 1/2" • �. 1 1 -r-: � - ,, 0 MIN/1L MAX. HICKNESS (BY RCG) 15'-0 1/2" v I � 1 II 111,• a � I �` f� � (o :1 • 111 1 „ T a ? I 1 1 I I T + 1�I I ` z I I '-11 X 3' LG FT FSCS 18-8 SS cn + 11 I I \ ;� m W m ? I I III I x I III W/ NUT AND WASHER (BY RCG) .., - m a m { \ I I \ til — � � 111_J ---�---„ �---L_in R ADED FSCS 18 8 SS N - j \• A 40 \ - THE - ���.• __ ___ __,_ ._i ___kiii_0_ __ .. . �' 11 ALL _ ;_, .. o L tL� tJ (e G) �:= ': i� BOTTOM OF CHANNELA - • -.',c T�` - - 1_ ---7-----'-'--';- --.--....-_-- 4 BOTTOM OF CHANNEL _�.:: ; _ $14'-9" -. - - - --- '- '; DELRIN SPACER BLOCKS, AS REQUIRED 14' g '{ FORA TIGHT FIN (BY SAS) I aC GYP. BOARD (BY OTHERS) 20 GA. 316 SS CLADDING #4 BRUSHED FINISH (BY SAS) • ADHERED W/ VI-IB TAPE (BY RCG) DEIAIN WIND LOAD BLOCKS (BY SAS) OELRIN WIND LOAD BLOCKING SEALED TO CHANNEL @ 24' O,C, MAX (BY RCG) I { #4 ON BOTH SIDES OF THE FIN (BY SAS) DC 790 WEATHER SEALANT AND BACKER ROD ISTEEL STRUCTURE (BY OTHERS) (BY RCG) I 20 GA. 316 SS CLAIMING, 1#4- BRUSHED FINISH _ € GYP. BOARD AND LIGHTING (BY OTHERS) (BY SAS) _ \ DC 790 WEATHER SEALANT IN FIN SHOE GL-01 INSULATED GLASS (BY SAS) :, (BY RCG) I.-2" X 1" CONTINUOUS STEEL PLATE (BY OTHERS). DC 790 WEATHER SEALANT AND BACKER ROD I ', 3 .., {BY RCG 4.` )1" SEALANT %5"-18 SS FSCS (BY SAS) STEEL SHIM i,•-' I 10" RN DEPTH I I 0' MIN/ II' MAX. TH1 K,NESS (BY OTHERS) LIGHTING BY OTHERS) IA GL-01 INSULATED GLASS (BY SAS) �. ' � ( I � . e • GL-02 LAMINATED GLASS FIN (BY SAS) W" l ly" .1- 'r DELRIN WIND LOAD BLOCKS (BY SAS) STRUCTURAL SEALANT (BY RCG) %• ;ly' I-%• 2)fin y- =` II y,, SEALED TO CHANNEL 0 24' 0.C. MAX (BY RCG) I3" ` Its AT EACH END OF CI8 SS CHANNEL (BY RCG) t ; . ANODIZED ALUMINUM GLAZING CHANNEL (BY SAS) APPROVAL/ SUBMITTAL DATES • l = DESCRIPTION DATE BY vc j 1st APPROVAL SET 11/05/18 GdC 2nd APPROVAL SET 02/26/19 SC 0 SECTION DETAIL AT NORTH WALL FIN HEAD co SECTION DETAIL AT NORTH WALL HEAD 3rd APPROVAL SET 03/07/19 GdC Scale:s'= 1'-0• Scale:s•=1'-0• RECORD SET 05/20/19 GdC . SEALANT i. {.y 10' RN DEPTH I GL-01 INSULATED GLASS (BY 5A5) 1• . DC 795 STRUCTURAL SEALANT & BACKER ROD (BY RCG) DC 795 STRUCTURAL SEALANT (BY RCG) Yi 5fi. iY. !;56: y . Y•- GL-02 LAMINATED GLASS FIN (BY SAS) 20 GA. 316 SS CLADDING, #4 BRUSHED FINISH (BY SAS) 3 W6'-18 SS FSCS (13Y SAS) - - ADHERED W/ V1113 TAPE (BY RCG) GL-01 INSULATED GLASS (BY 5A5) ; pELRIN SETTING BLOCK (BY SAS) DC 795 STRUCTURAL SEALANT AND I I I I 20 GA. 316 SS CLADDING,4 BRUSHED FINISH BY SAS) BACKER ROD (BY RCG) ADHERED W/ V110 TAPE (BY RCG) 3" 18-8 S.S. '-16 AT 12' O.C. (BEYOND) (BY RCG) ANODIZED ALUMINUM GLAZING CHANNEL (BY SAS) \ y " - A 1 i .,, DELRIN SETTING BLOCKS (BY SAS) y' I . V. Y3i DELRIN ISOLATOR (BY RCG) ��0 PROF.,. 18-8 S.S. 35 16 T 12 O.C. (BEYOND) (BY RCG) \\\\:\\ \, \ ly _ 5. GIME ss/ _ \ DELRIN SPACER BLOCKS, AS REQUIRED ,�� f DIA. POWERS POWER BOLT C5 f�N F9 Q 20 GA. 316 SS CLADDING, /4 BRUSHED FINISH (BY SAS) I I \ _ FOR A TIGHT FIN (BY SAS) FLAT HEAD SLEEVE ANCHOR AT 12' O.C. Z� ADHERED W/ WEI TAPE (BY RCG) ti... . I I m I w/ ' MIN. EMBEDMENT (BY RCG) Q' 90802PE r DC 795 STRUCTURAL SEALANT IN THE 1- I I ' z NOTE: 3�" MIN. CONC. EDGE DISTANCE DELRIN SETTING BLOCK (BY SAS) I _` BOTH SIDE OF FIN SHOE (BY RCG) in J• Expires 92-31-19 . LcTOP OF CHANNEL ' • / h' DIA. 316 S.S. HILTI KWIK BOLT TZ ��' n i4 6' x Y4' THICK CONT. STEEL PLATE (BY RCG) 7 OREGON �'�� TO 3OF CHANNEL 0'-3^ 1 .: \ l @ ' w/ 3Y4 MIN. EFFECTIVE EMBEDMENT (BY RCG) • „ i 'VG 2 \ I -Al::I -:`.\ Y4' NOMINAL FULL BEARING STEEL SHIM (BY OTHERS) O AiRy 1` ,NI, . w \. -,...- ,i• :.� \ 13 YZ' NOMINAL FULL BEARING STEEL SHIM A \'•+ , - .••? \ SHIM SPACE, O' MIN./ X�' MAX. �`/0 1t� © - - - '•�' --— - - (BY OTHERS) 0' MIN. / " MAX. — t •�• © DUN z \ •.. �'�`; I� I\\ /� T\ i /� 11I A ��1 FINISHED FLOOR (TILE) (BY OTHERS) tifik Y T(SLAB M \ ` (I I A I .\// I I \\// I I ' l i I CONCRETE SLAB (STEPS UP) (BY OTHERS) dimT(SLAB "' \ r CONCRETE SLAB {STEPS UP) {BY OTHERS) 0 -O^ I'll I /\ I I /\ I �� i FINISH FLOOR (TILE) (BY OTHERS) 0 -0' \ : • f _� ,r0) II� '�' I / \ I I / \ I ,■, 1ED T/SLAB BLOCKOUT \ T/SLAB BLOCKOUT - ,Ir \\ ■IB■ ...�-I 1 I/ .\_1--.\_1 I'/ \.I` �Iw LL--v ♦ . e ti s•I 4'I O OI 04 I OIC�* -0'-0 1/2 _ \ MIME ♦ O ♦ O �' s. ' s•I��• /'' !'t OI I ♦'I ♦I 19-1 ` I N w!�.•.:e!�� w..a! ..4.1.V.AV*/*r�s!Iws�a"Iw� ♦ tI Ofd a sem. \ \\ OI '� ► e'I • ♦ . ..!I�Ei Ai� ,•w.a+1•1s♦f.'I.m�I♦Ii 1' �I EI . �•♦i�P� z N. / ,/ / / // /�' / / .r ■ -0-0 1 2 I i� L �� �w.►E♦.4. w.4'I��►♦•Isr d.: 2019.46.12 09:24:4fr05't}0' / \ �, — -- _ _ — David Dunham /. _ '�- I i I ,� 1 - . I I '�� A I I III A N I I v, I l I k ! I • SENTECH Inii ..\H ARCHITECTURAL SYSTEMS �jr‘r, ` EL,'! L LING ENVELOPE 5GLUTIONS }, { I h_1,1 \h `\ 4421 Supply Court Austin,TX 78744 3" �. 1 IU < Tel: (512)266-7045 Fax: (512)266-3844 Project Title •/ .r QV I 2 16 / • �1 3" 1}i" 1X�' JLR PORTLAND l'-11W6. i 4 Drawing Title TYP. SECTION DETAILS ‘C. • V Project Na C--18023 2 TYP. SECTION DETAIL AT FIN SHOE GO TYP. SECTION DETAIL AT SILL Designers Engneer Sr. Engneer Project Nanagu GdC /SC 14( a Scale:&`=1'0' Scale:6'=1'-0' Oraeisg No. Revision No. Drawing Scale 6.00 0 REVISIONS No. DESCRIPTION DAIS 8Y 1st REVISION LL 02/26/19 SC 2nd REVISION m 03/07/19 GdC V / I 1 / I I 1 ' ©• • • i, I 11 W = t 2.38 IN-K/FT (ASD) 7;',; J W = t594.3LB5 (A5D) 1 t. / f !- I .' • I W = t 242.9 IN-LBS/FT (Aso) I h1.-2" , w = t 60.7 LBS/FT (ASD) I II 1)i" / I 7A' • v 3A. i 2Y4' W/ NUT AND WASHER (BYRCG) SS I IBJ I\_ I 1 1" X 1'-2" STEEL PLATE (BY OTHERS). NOTE: I 1�1 ,1n �l - - - _- STEEL PLATE 1S 1" X 14' X 1'-2" AT FIN 1111 __ -= _4 ______________ � I e // ✓ lI/ j l al h///2/1 LOCATIONS AND 1" X 5�y" X 1'-2" AT JAMB A ;r l yI ///://///,„, / AI/ it �� CONDITIONS. �� a i. // ` • I )1----- ---. - .. ;L � B�sTEEL . , S 9s/2. v \ { IP . � _ � f `, 1 1 -Imo.` I 1 G \ A A • \1 /1 II / � I ,` •-13 X 2-i/2' LG FT FSCS 18-8 a _ k`' I/ I 11! \ WI I ` m I !III Xt` NOMINAL FULL BEARING STEEL SHIM ; 1 11 SS W/ NUT AND WASHER (BY RCG) "� a m . I I I I x 1 ill I a,;. 0' MIN / 1' MAX THICKNESS (BY INSTALLER) J \ I 1 f m mem >n _ .'� - -S _ _ 141 — tiv II! 1 —_— -, _ _L I`� ;`,.';F — 1' THICK ALUMINUM END DAM _ * •. :..',::9:: --• �^ - -I- ,-- - - -—�`-I - - '.. FASTENED WITH , ' -18 S5 SCREWS (BY SAS) 1). s i.++' • — -— - _..__ __�_ - _ - IVBOTTOM OF CHANNEL ;---- ,c 1 =-� •J I - I. DELRIN SPACER BLOCKS, AS REQUIRED OBOTTOM OF CHANNEL � _:.�+ 9•-6" FORA TIGHT FIN (BY SAS) 9'-6' Y 2O GA. 318 55 CLADDING, /4 BRUSHED FINISH 8Y SAS :::::::::: GYP. BOARD (BY OTHERS) ADHERED W VHB TAPE ( ) GYP. BOARD AND LIGHTING (BY OTHERS) APPROVAL I SUBMITTAL DATES DELRIN WIND LOAD BLOCKS (BY SAS) / (BY RCG • SEALED TO CHANNEL ® 24. 0.C- MAX (BY RCG) i -.y I I DELRIN WIND LOAD BLOCKING DC 790 WEATHER SEALANT AND BACKER ROD 1' X 1`-2' SIttL PLATE (BY OTHERS). NOTE: STEEL DESCRIPTION DATE EY 4Y' i ON BOTH SIDES OF THE FTN (BY SAS) (BY RCG) I I PLATE IS 1" X 14" X 1'-2' AT FIN LOCATIONS AND 1- 20 GA. 316 SS CLADDING, 14 BRUSHED FINISH •' X 5)¢" X I'-2' AT JAMB CONDITIONS. 1st APPROVAL SET 11/05/18 GdC (BY SAS) ADHERED W/ VHB TAPE (BY RCG) DC 7917 WEATHER SEALANT IN FIN SHOE (BY RCG) GL-01 INSULATED GLASS . NOMINAL STEEL SHIM, 2nd APPROVAL SET 02/26/19 SC DUN SPACER BLOCKS (BY SAS) (BY SAS) 0' MIN 1' MAX. THICKNESS BY OTHERS 3rd APPROVAL SET 03/07/19 GdC DC 790 WEATHER SEALANT AND BACKER ROD / ( ) (BY RCG) :,'.. 10' FIN DEPTH -��_ LIGHTING (BY OTHERS) I - I DELRIN WIND LOAD BLOCKS (BY SAS) RECORD SET 05/20/19 GdC I GL-02 LAMINATED GLASS FIN BY SAS) SEALED TO CHANNEL 0 24' 0.C. MAX (BY RCG) GL-01 INSULATED GLASS I - ( ��.: i ,}�• SEALANT (BY SAS) _ •. . STRUCTURAL SEALANT (BY RCG) I !�'-13 X 2-1/2' LC FT FSCS 18-8 5S W/ NUT AND )6" Ik4' 1 )i" 2)6. (. )6' M 0/" f)6• WASHER, EACH AT END OF CHANNEL (BY RCG) iv.- 1 y. ,)• I �y• ANODIZED ALUMINUM GLAZING CHANNEL (BY SAS) -- 3' — " \ \\\\ T-- 3' 4' • I OED PROF. ID SECTION DETAIL AT SOUTH WALL AND PAVILION FIN HEAD ii• SECTION DETAIL AT SOUTH WALL AND PAVILION HEAD �y�"l�N41NEci, /0 Scale:6-=1'-0' Scale:6'=1'-0' 44+ 90802PE 9 Expires 12-31-19 OREGON 4° 04 GARV i2 i‘°‘.1%U10 DU$ , z. j.24r...e .._.___ David Dunham 2019.06.12 09:25:01-05'00' SENTECH ARCHITECTURAL SYSTEMS BUILDING ENVELOPE SOLUTIONS 4421 Supply Court Austin,TX 78744 Tel: (512)266-7045 Fax: (512)266-3844 Project 11tle JLR PORTLAND Dromg Title SECTION DETAILS -- SOUTH WALL AND PAVILION Project No. C-18023 Dedgner/EnOeer Sr. Engrieer Project Monogr GdC /SC I(t< 01 Drourg No. Raviam No. Oro ring Scde 6.01 0