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Plans • DATE LOG • z w o r : i ¢ o RECEIVED V r . Q JULyp ny 104/30/3019 51;BMTL 1 C L..J I..... \/ E R LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLii! Uy ZO19 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 //p.rryy__pp y}�. TIG Eie-SII CITY�P ��A iR���./ G LASSBUILDING DIVISIONT CARD G SCI 00 ll (ENGINEERING/DRAFTER' BI K^.e V 0 \ D � R \ / AT 0 \ S „ \ S ADI- S l J r z 0 C r ) .. LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL E Es o LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL 'II is U O ) 8 > ®0 I �+ 8 V 1 ,-n 7 13 / V ' ^ Q L/1 20 9 LTW 1 2 W vAL1D1 -pir OFTHE ISSUANCE OF A PERi��lT TION Ca BASED ON CONSTRUC ENTS AND OTHER z DOCUM OT PREVENT d DATA SHALL N H THE CODE OFFICIAL'Ec ON THE CORREC REQUIRING 105.4 O OF ERRORS. OSSC a 0 REVIEWED ❑MAKE CORRECTIONS NOTED A P U C T U R El REJECTED El REVISE AND RESUBMIT 5„Aa'1PHA'AsgC THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE S EV A Oy WITH THE RES OINLY FOR OTHE DRAW NGS AND WITH HE DESIGN / E- /�9,. THIS REVIEW IS ONLY FOR CTGENERALAND CONFORMANCE IANTHE DESIGN CONCEPT OF THE PROJECT GENERAL COMPLIANCE WITH THE �/ INFORMATION GIVEN IN THE CONTRACT DOCUMENTS CONTRACTOR ''.75:1717 OREGON IS RESPONSIN SI FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS. SELECTING FABRICATION PROCESSES AND AH 9/Y ZOO �/ TECHNIQUES OF CONSTRUCTION.COORDINATING THEIR WORK WRH QFC J_DA UBE'NW� ALL OTHER TRADES,AND PERFORMING THEIR WORK INA SAFE AND SATISFACTORY MANNER. •ENEWAL DATE: 1231-201 DATE CATENA CONSULTING ENGINEERS BY It VaC a d S App::4 Date CULVER GLASS Faye 4897 INDIAN SCHOOL ROAD NORTHEAST O SALEM, OREGON 97305 ° PHONE: 503-393-3500 O.�ED L FAX: 503-393-6201 ��R = x z CQ.) r Q 7 H _, r SHT• 1.0 DATE LOG \ z INDEX: I PRODUCT INFORMATION: I I GENERAL NOTES1 ABBREVIATIONS GLASS SCHEDULE zLTJ O 1.0 COVER SHEET A) EXTERIOR FRAMING z 1.1 INDEX GENERAL NOTES 8 SCHEDULES 1)ALL FRAMING VIEWED FROM EXTERIOR A.R. ARCHITECTURAL REFERENCE NoOI TYPE I O 1.2 DOOR SCHEDULE 1)FRAMING ARCADIAAG451T DP DIMENSION POINT w U 1.3 PARTS LIST ARCADIA SUNSHADES D.L.O. DAY LIGHT OPENING 2)GLAZING CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS&ROUGH OPENINGS D.O. DOOR OPENING O 1/4"SB70#2 OVER 1/4"LOF LE ANNEALED IG z Q 2.0 FLOOR PLAN O.A.F. OVER ALL FRAME 1/4"SOLARBAN 70 ANNEALED[SURFACE#2] R.O. ROUGH OPENING 1/4"LOF LOW E ANNEALED[SURFACE#4] 104/30/2019 SUBMTL 1 2.1 FLOOR PLAN T TEMPERED GLASS OVERALL:1",SPACER:9/16"T-SPACER BLACK 2.2 FLOOR PLAN FINISH: 3)CULVER WILL ASSUME NO RESPONSIBILITY FOR ERRORS RESULTING SP SPANDREL GLASS 2.3 FLOOR PLAN GLASS:SEE SCHEDULE FROM THE USE OF THESE DRAWINGS BY OTHER TRADES. W WIRE GLASS 3.0 I ELEVATIONS DOORS:SEE SCHEDULE 4)GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION TO THE M MIRROR GLASS O 1/4 SB70#2 OVER 1/4 LOF LE#4 TEMPERED ID 3.1 ELEVATIONS JOINT SEALANT:DOW CORNING BUILDING SEALANT LOCATION OF HVAC RISERS.PIPING&ANY POSSIBLE INTERFERENCE WITH WINDOW s.am, BOTTOM OF T.O.M. TOP OF MULLION OULLION 1/4"SOLARBAN 70 LOW E TEMP.[SURF.#2] 1/4"LOF LOW E TEMPERED[SURFACE#4] ANCHORING SYSTEM. T.O.S. TOP OF STEEL OVERALL:1",SPACER:35/64"T-SPACER C.L. CENTER LINE 400 DETAILS 5)A BITUMINOUS PAINT/ZINC CHROMATE OR AN EQUAL SEPARATION MATERIAL B.O. BY OTHERS 401 DETAILS IS REQUIRED WHEN ALUMINUM COMES IN CONTACT WITH STEEL OR ANY OTHER W.S. WINDLOAD CLIP WELDED TO STEEL 402 DETAILS DISSMILAR METALS. O.S. DEADLOAD CLIP WELDED TO STEEL O 5/16"SB70#2 ANNEALED LAMINATED 403 DETAILS T.S T-CLIP CONNECTING TO STEEL OVER 1/4"LOF LE#4 ANNEALED IG 451 DETAILS 6)ALL METAL TO METAL BUTT JOINTS,OVERLAPS AND INTERSECTIONS ARE TO BE T.C. T-CLIP CONNECTING TO CONCRETE 5/18"SPECIAL LAMINATED BUYOUT[SURF.#2], 453 DETAILS SEALED WITHAPPROPRIATE CAULKING T.M. T-CLIP CONNECTING TO METAL FRAMING (1/4)LOF LOW E ANNEALED[SURF.#4], 7)ALL PERIMETER FASTENERS INTO METAL STUDS ARE BASED ON A MINIMUM T.W. T-CLIP CONNECTING TO WOOD FRAMING OVERALL:1 1/16",SPACER'9/16"T-SPACER BLACK 'ENGINEERING/DRAFTER OF 18 GA. F.S. F-CLIP CONNECTING TO STEEL F.C. F-CLIP CONNECTING TO CONCRETE BFK 8)ALL PERIMETER FASTENERS INTO BRICK OR CMU ARE BASED UPON SOLID AND/OR F.M. F-CLIP CONNECTING TO METAL FRAMING ."„u�,,,",.d, GROUT FILLED MASONARY UNITS. F.W. F-CLIP CONNECTING TO WOOD FRAMING 9)ALL DETAILS SHOWN WITH WORK FROM OTHER TRADES IS FOR REFERENCE ONLY. P.F. PERIMETER GLASS POCKET F-CLIP S.T. ADDED STEEL ` J '- 10)EACH GLASS LITE SHALL BE SUPPORTED BV TWO SETTING BLOCKS LOCATED AT 1/8 POINTS FROM ENDS OF SUPPORTING O.G. ON CENTER OPP. OPPOSITE MEMBER TYPICAL UNLESS NOTED OTHERWISE. S.P. SPLICE POINT PNL PANELZ 0 LTJ LEGEND o �O V� -ELEVATION NUMBER O` SHEET NUMBER z KEY PLAN ELEVATION BUBBLE Lej ---- DETAIL NUMBER LT-1 ---- SHEET NUMBER I DETAIL BUBBLE Ww ,14Ill Q lT \J ww 0 0. 2406.3 IDENTIFICATION OF SAFETY GLAZING. ,t 0.0 C T U R 9 Except as indicated in Section 2406.3.1,each pane of safety glazinginstalled in hazardous locations shall 2406.4.3 GLAZING IN WINDOWS.Glazing In an individual fixed or operable panel that meets all of the g �ae0 PROAFs l� TEMPERED GLASS REQUIREMENTS B p p y be identified by a manufacturers designation specifying who applies the designation,the manufacturer following conditions shall be considered a hazardous location: l W ''���rr 2014 ossc or installer and the safety glazing standard with which it complies,as well as the information specified in i /. , CHAPTER 24 1. The exposed are of an individual /+� SECTION 2406.3 Section 2403.1.The designation shall be acid etched,sand blasted,ceramic fired,laser etched Sr of a P pane is greater than 9 square feet)0,84n12); ��,. SECTION 2406.4.3 2. The bottom edge of the glazing is less than 18 inches(457 mm)above the floor; ✓f .1.,OG W 1r type that once applied,cannot be removed with being destroyed.A label as defined in Section 202 and meeting the requirements of the section shall be permitted in lieu of the manufacturer's designation. 3. The top edge of the glazing is greater than 36 inches(914 mm)above the floor;and by�4'OB'1N��e- J.OAU86 4. One or more walking surface(s)are within 36 inches(914 mm),measured horizontally 2406.4.1 GLAZING IN DOORS and in a straight line,of the plane of the glazing. ENEWAL DATE: 12-31-201 Glazing in all fixed and operable panels of swinging,sliding,and bi-fold doors shall be considered a EXCEPTIONS: , hazardous location. EXCEPTIONS: 1. Decorative glazing 2. Where a horizontal rail is installed on the accessible side(s)of the glazing 34 to 38 1. Glazed openings of a size through which a 3 inch-diameter(76 mm)sphere is unable inches(864 to 965 mm)above the walking surface.The rail shall be capable of to pass. withstandinga horizontal load of 5C1pounds per linear foot(730 N/m)withou[ 2. Decorative glazing. contacting the glass and be a minimum of 1 1/2 inches(38 mm)in cross sectional 3. Glazing materials used as curved glazed panels in revolving doors. height. 4. Commercial refrigerated cabinet doors. 3. Outboard panes in insulated glass units or multiple glazing where the bottom 2406.4.2 GLAZING ADJACENT TO DOORS exposed edge of the glass is 25 feet(7620 mm)or more above any grade,roof, walking surface or other horizontal or sloped(within 45 degrees of horizontal)(.0.78 Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge of the rad)surface adjacent to the glass exterior. glazing is within a 24-inch(610 mm)arc of either vertical edge of the door in a closed position and 0 where the bottom exposed edge of the glazing is less than 60 inches(1524 mm)above the walking 0 surface shall be considered a hazardous location. T EXCEPTIONS: ___. U I. Decorative glazing C_) OL 2. Where there is an intervening wall or other permanent barrier between door and S x glazing. = z • 3. Where access through the door is to a closet or storage are 3 feet(914 mm)or less Q in depth.Glazing in this application shall comply with Section 2406.4.3. e Q cs z 4. Glazing in walls on the latch side of and perpendicular to the plane of the door in a z C7o 4 o U closed position in one-and two-family dwellings or within dwelling units in Group il.�. H m F- R-2. SHT" 1. 1 DATE LOG ` 4 W O H H C.J AIRFOIL I]4/30/>019 'aUBMTL I PART# SIZE* l� EL350 31/2" �3.. r 3'I '8�1 'g�lo0 -°- 0 0 31,, 2 \ / O o 4 EL350 O E PIECE 'ENGINEERING/DR.SETER� - - / 5.. BEE t,,/, r o O o o 0 0 — �r O 3" IS 3" / C� W LI .J L—J L—J L—J L� _J L_J L_J L—J L' /�/� ci) (24O SSCT500jr ill SSCT500 Mo 6" ; / 6" Square Bracket Square Bracket Jamb C. w I w w Q c( '--„ / 30" ' -4 Q II o o 4" 4„ DJ00 FF200 0 0 - a, 1 — Straight Square .ECTUR Closed Shallow 4" Rectangular y SaED rRDFe`q, -,.0 OREGONoORr0i S9 N 9 08.,;,'''.7 2 ���-on ueE"''.E •ENEWAL DATE 12-31-2019 • r—Mt 4" VR is Gaakei �' G s ck naooXa•I MI .z, "'� G . 1l(. 1 1 A 1 • N, EA.A /, x V L SCREW SPLINE OUTSIDE SET Z 7 2 L 0 7 1 c4 Q 3 z E— . SHT° L3 - - DATE LOG ' NB N1 N2 NA r N3 w Z \\ , /-- C1 w C2 C3 C ✓ / Z / T -,i EE-.) V \ • / I I 0 Q / /N4 NJC //' ,.,. `,,,, , .., \ i / ND) \ /� \ ``` \ Y 'ENGINEERING/DRAFTER' / / \ \ \ / \ \ // 1 6 NEAc.„ / '7.•/ 0 l• �! N.k ` � / N7 // A 7' . , l•, , '..:..,,,„ 1 C.. E T ,:. Vit:, ,, , / / I 1 . Airk4 , #, . / c4 a * , / p vRGF 9 -. __... / 5 1��� PSS< a i / `chi \/, ''" /` �. / OREGON 7,0 1241. 0 CA- - - - - - - - - auaF - i / 'ENEWAL DATE: 12-31-201' - 1.11 IN :_.I _ _ x / V II _ -�_, III I I �I \ i N it { J w ,----, _ ,I ' g o 111 ,, III .E! I I SL Q z z O n Q 3 r S6 S7 S7.1 S8 S9.2 C7 MAIN FLOOR PLAN" = Ail? N2 SHT' ARCHITECTURAL REFERENCE: 1/A2.14 2.0 DATE LOG NB NA 1 v\ \ / N2 Z �(\ ! W 0 �� \ �� C C2 C3 r Q ,---. / ^ 3 7 T7 1 04/30/2019 Sl.'BMTL I NC N4 ND \ J � \ ;� \\ , 'ENGINEERING/DRAFTER' \ / L.R FR..,.. / ,.•• •••flit f••..\ \ \\ N NE \ / fail%.. •l•ts♦•• /� .\ \\ /// O , / / .i 4 % affil / .I/ N6 Cf) \ . \, , i W'' / l% ' i / %•• ff•�1ff N7 W / � ��iif�fi •titi �..� i... ... ' ' , IV gi AI iv Ice,..' ,............................ �// J E / Q�\ / ••••t*moi . •'` /I( \ / \ ,UCTUR 7,/ , `` / V \?'/ \ y.. yS�,ED PROOF 99,� ��� -.\ � ORE •N .��'1/ l''' I / \ 9F/ 08, ��. •DAuetP / 'ENEWAL DATE: 12-31-2O1e / I CA �- E ---'17a Z I 1 4 1 _ I I W \ .. OC _ 7 E' 3Gti W � 3 1 , < dr „ E-7-. F: H - ,..., , UPPER FLOOR PLAN - �® E2 � N 2 HT' J Mil 2' ARCHITECTURAL REFERENCE: 1/A2.16 DATE LOG ‘ CI z z w 0 E j t . ■ 1 F^ o k7 k7 Q o d 1 04/30/2015 SUBMTL 1 • o. 1 11 f,. — — — — — — — - -ISLE I I I I � I I I I —\\ I I I I I v \ J I ;if I - I I ff Z 1 0 v10 01 Cl) - - -� � ... . .... . .... . 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S3.2 S4 55 S6 l S7 S7.1 1S81S9 S9.2 510 S11 S12 S13 S14 �\ 4- x s 2 74 N S 2 m 5 G L Q n O LOWER FLOOR PLAN - ifi E— ° FS2 SHT• 2•2 ARCHITECTURAL REFERENCE: 1/A2.24 DATE LOG N I I I I I I I Im z _ 1W 0 wi Q Q - _ 1 1 :111111111111111 II : 11 - I1T SJ ow. —` F — J - S J I I04/30/Zf115 SUBMTL I 11111 I I i I II , I - - - ♦ i { I — SL' 'ENGINEERING GINEERING/DRAFTER' I I I i t I I I I v BFK - - _I I _ - • - -1' o - c,�: — I I 1- .M -A-' .n, -A- - w -A- -A- '-A- -A- w I 0 I - - - -SM W Cl")� o I I ■�' I /L I I I I . 11 44i. I I I I CW.7 I — _M — - --- E! !MMWIlI.— 'mil NW — 1... 1 —SN --- � W I I I I I j � l I I I I I I I - - - I - -r-- - — I!9 ae!111EMEll — —O w I ill i I I I1 1 iI I 1i[!�r _ r J \ Q I v I I I I p II - - -I- - - - - - - - _ _L__ - 1 - fi - - - - I _ __ _ - - �1I� - - - - - s 0 1 e ©le ©1eak 1 I II I I I I I MY MIMY MY MY M1 L u�Tu i 1 �� R I M I I I I I I I I I I �j I rygeH OA UOE„;<, I I I I 1 I I I I — — — — — 1 — — I — — — 1 — — — — — — i V— \ — I— — — — 1 — — - - I I — — Q 'ENEWAL DATE: 1241-201 I I I I 1 I I I I I I I I I -III 1 I 1 1 I I I I I I 1 I I I 1 I I I I 1 I I I I I I I I , I I I I I I I I 1 11 k 1 1 1 I I I I I 1 1 I W \�./ o 1t. � 'Si 1 1 S2 1 S31 S3.2 1 S4 1 1S51 1 S6 1! S7.1 1 S8 1 S91 S9.2 S10 S11 S12 S13 S14 N - - - w - - - - S T x o wct -a ci o 0 I � A QN , z C7 o U UPPER FLOOR PLAN — ii® F, F S2 SHT' ARCHITECTURAL REFERENCE: 1/A2.26 2.3 DATE LOG ` • = z w o H H < 104/30/2019 SUBMTL 1 110RO .. -. 11090 11090 8"- - 1094 OAF - 8" e" 1094 OAF - 8" e" 1094 OAF - -8' 2"-. 318 DLO -. 718 DLO f 2" 2"- 718 DLO . -318 DLO -2" 2"- ..-318 DLO- 718 DLO f 2" \ J 8" 3. 2 'ENGINEERING/DRAFTER" 0 8 r 11 BFK 1 t ® to I;1 r I i i t o 0 1 f t ® 0 .".,. m.", 27 e 2,8 2. ® 0 , DLO F 2 DLO 2 DW 2 F Iz 1 t 0 0 1 } 0 } 0 sQ 0 974 212 jr0 0O OAF DI 12 ® � 0 ® z2 22 r I jr0 V ?d 94 DLOI 1 2 - 0 ._ � OPP. 98 974 DLOa l�2 ® � O® '^ 98 t t i "0 0 RO OAF t f i 0 RO OAF t t 3 v 1 O RO 22 0 // zz 13, OPP. 22 i 0 /// Oct) DLO 2 -.C..._ DLO0 2 DLO I 2 / 3 j 12 a 451 DPP i u 2 a 451 1 2 a 451 453 OPP. z 1 t DLO C 451 i0 i t DLO O OPP. 1 f f DLO - 451 3O ywy�� 218 � 21� I 2 3 218 ♦ �J DLO+ I 402 402 ` ee DLO+ 1 00 4O2'402 DLO I 4O2 402 e0 r 1 1 1 1 + 1 + I 1 + _ I ` v W J} I 8 2 8 2 8 2 1 2 3 W w AG-451T(2"X 4 1/2') AG-451T(2"X 4 1/2") AG-451T(2"X 4 1/2") ARCH.REF.: S1/A5.11 ARCH. REF.: S1/A5.11 OPP. ARCH.REF.: S1A/A5.11 1 REVD: (10)THUS REVD: (10)THUS REVD: (2)THUS 0 C.). Hy 0/� - 112 RO F+. 110RO .. . 84RO 8 - 1114 OAF - -8" 8" "P'. 1094 OAF - 8" 8" 834 OAF .1)C T U 4 5A E0.E0 PROFFy.'QC 2"- 318 DLO- 738 DLO - - ��-2" yt',G1 Nes Sr 718 DLO --318 DLO f2" 2"-� 458 DLO r 318010-�f 1" •w ��/' �� r E �/�4 �./ $. r2" ~~2 3.. 2. f2 1 r ,'Zip- q.14,„ TP di 8 ,ll 8 f 1 J /i.DAUBER ! 0L L J 21g t' 2 O 0 RENEWAL DATE: 12-34201: 27� t ® , ® 5 t 0 1 0 0180 2 8 ® 218 DLO r 2 DLO -2 t p O 1 t © 0 1 t O 01 DLo 22 22 1 lr 2 00 0 D® 98 974 DLO • 2 0 0 ® all ® 98 974 O� 2 ® 0 ® ® ® RO OAF t t © //,A O RO OAF t t 0 RO OAF t t 22 `0 OPP. 0 \0 OPP. DLO 2 2 3 0 DLO 2 1 0 3 \ 2 DLO 2 0 \ 4 1 a C 451 OPP. i 453 451 a 453 451 1 f DLO 451 0 i 4 8 4 y 8 4 t 010 0 OPP. 451 t 010 0 OPP' 451 OLO 2 9 3 z1� 2 3 218 2 ' 3 I 402 402 00 --1 DLo i 1 0e 402/402 DLO 00 402 402 i 1 O ] l J ,/ i 1 S- 1 t I 2 v 3�' 3. J 8 2" 8 J z � 4 6 " � " AG-4517(2"X 4 1/2") v z = 0 AG-451T(2"X 4 1/2') AG-451T(2"X 4 1/2") ARCH.REF.: S4A/A5.11 REVD: (2)THUS ARCH.REF.: S1A/A5.11 OPP. ARCH. REF.: S2/A5.11 OPP. E Q N REVD: (3)THUS REVD: (2)THUS ARCH./G.C.: VERIFY ALL INFORMATION C7 o a SHOWN INCLUDING BUT NOT LIMITED TO F- m F GLASS TYPES; DIMENSIONS & DETAILS. "'SRT' 1 3.0 DATE LOG \ p Z 0 HI^ H y 1� 1 p4/30/2019 SUBMTL I 110RO 4- 110RO 110RO .9 110 RO 8' - 1094 0AF - -8' 8"- _ 1094 OAF - 8" 8"- _ 1094 OAF - 8" 8" 1094 OAF - 8" 2" r 318 DLO .4 718 DLO r•2" 2"-► 718 DLO r 318 DLO f 2" 2"- 318 DLO- .. 718 DLO -2' 2'- 718 DLO 4.,F 318 DLO-.'f 2" \ J I t r 2" t �-2 3 t 2 f 2 e 2" 8" 2" 8" r 2" (EN0INEERING/DRAFTER BFK 1 218 218 i 214 a 218 0 O L , DLO .. �.._ ,�. .-. .__ ...., DLO 2 DLO 2 ` 2 - DLO 2 / \ z f ► o 0 1 o 0 # } o ® l } © ® 0 22 22 0 22 22 1 DLO r 2 ® ® is 0 DLO 2 ® ® is DLO ® ® ® DLO 451 0 0 �/ 911 1 OPP. 98 1 + OPP. + 2 1 OPP. + i 2 ® OPP. W 98 OAF 1 1 2 0 0 RO OAF } }2 i 0® 1O RO OAF F } }2 O 0 0 RO 974 f } © 3 (� RO T i `-J DAF O ^ 22 22 22 22 ° DLO DLO DLO DLO 0 \/ l 44 0 OPP. 24i 3 1 4 s 0 OPP- 3 1 2 41 } DLO 0 } DLO 0 451 1 1 } DLO ® } DLO s g OPP. 21- 21 218 218 OPP. -` DLO 00 DLO DLO DLO T v 8 JTh 2 8 Y_1 8"i 2"� 8'- 2"tJ i 20 21 22 23 W w AG-451T(2"X 4 1/2°) AG-451T(2'X 4 1/2') AG-451T(2°X 4 1/2") AG-451T(2°X 4 1/2°) Q ARCH.REF.: S1B/A5.11 ARCH. REF.: SOB/A5.11 OPP. ARCH. REF.: S1C/A5.11 ARCH.REF.: S1C/A5.11 OPP- REQb: (5)THUS REVD: (5)THUS REVD: (1)THUS REVD: (1)THUS i 1 .1 `T \/ Q H 0 4. 84 RO 7. .4 110 RO 112 R0 + ` I/ 8 i 11110AF 8' 834 OAF -8" 8' 1094 OAF e" - - -8" j 0.UCTU R „,,sto0 PROAFSS! 2'- 458 DLO f-318 DLO-�-.---2' 2'r 718 DLO 74-2311 DLO �-2' 2"-�f 318 DLO 74 7 9 DLO f 2" L�,J .. r z y F2 �/ 34191 / HILI/ 8 I z y 2 8 r 2 8 OF'v9ry O8,1'04:�/ + _ + ALS DA) 12- ' �' 1 ® - 1 1 , �' ® ® 'ENEWAL DATE: 12-31-20P 218 O 0 0 218 O 0 O 218 0 DLO DLO 2 DLO 12 1 2 1 0 0 # } 0 0 1 00 II 22 221 22 DLO 0 4J3 DLOIIr 2 0 0 0 DLOI2 0 0 ® + 2 is is OPP. 98 91 1 OPP. 98 974 1 OPP. Ro 974 '., RO OAF } } i o O RO OAF } } ® 0 OAF } f 22 0 22 DLO DLO DLO2 4 C OPP 48 48 } DLO ,t DLO 0 0 I DLO 0 0 8 218 I OPP. 21O 21 DLO DLO DLO I 00 i I 00 i 00 ti 0 I _Ii I 0 iI 1 8 2 J B 2-I - 28 . 25 26 z N AG-451T(2°X 4 1/2') v g AG-451T(2°X 4 1/2") AG-451T(2" X 4 1/2") z [� 7 ARCH. REF.: S4C/A5.11 < CI p i ARCH.REF-: S2A/A5.11 OPP. ARCH.REF.: S1B/A5.11 OPP. REVD: (1) THUS <"° p REO'D: (2)THUS REQ'O: (1)THUS Q ( W o U_ 1- F" m F (SFT' 3. 1 DATE LOG \ K z > W0 H H 104/30/2019 SUBMTL I S. 'ENGINEERING/DRAFTER' BFK 2'-6" 0 T1 lT1T�T1TlTIrIT=1 rlr-I- 0 i!T1TI!T'TIT 1 1TIS71 I C:• UCH13251 ANCHOR l-_jIT1I-I-1-I-I -T-I--7 2,.4;,:, ANCHOR FASTENER W 3.. SI~ 'IT IIIT TI'Illi-- TUBE DETERMINED N Il2TI�ITI 1 Ir TI III=TII• ' r BACKER ROD --TWIT ITITITI TT_rI T- I�, //�� O 8 b SEALANT =1j1T1T1TlI_–1 ITIT-T-�-I I". '' 1 1yl v`/ 1t t f 12„ 3 _. : 4.1 Co „tb . II o W _il �'i..�•a w w G202 II 1 121._ (SGLAZING AS REOD SUNSHADE BLADES VROTA SIDET (SEE ELEWTION) (BOTH SIDES) 0 a �9.0C TUR gS�9A0 RROFFS,S! OREGON PP �tiv-, 08,1e F/,DA uBENO O HEAD PANEL _ •ENEWAL DATE: 12-3 1-2019 AG451DT(2'B 4 1/2') ARCH.REF.:5/A5.22 r 0 0 x D: c4o0 z C� U SHT' 400 DATE LOG ' z - . wo zZ F- F-H-----I-I----_-_-_-_-_-_-1--_1 _-1I''` 16 GA.STEEL STRAP,BY 1-1-, -I-I-1 . ,_' o ' UUCH13251 ANCHOR -I----------------------------- - i, . OTHERS 1-1-1-1-1-1-1-1-I-1-1--1-1-1 I r- - ' s —I—I—I—I—I--I—I-1—I—I-1—I—I ( 104/3a/�(II9 SU6MTL l 1-I- I-I-I-I-I-I-I-I-I-t--I-I-41 ,-,�:+ MI/ I-I- I-I---I-I-I-I-I-I-I-I 1-1-1—I I—I--I--I—I—I——I—I-I I,; - BACKER ROD I—I-1—I— 1-1-1-1-1-1-1-I—I—I - �-1_1_1_1_ 1_1_1—I-1—I——1-1- &SEALANT I-I-I-1-1-I 1-I-I-1-I-I-I-I-I _ - $. I-111111- 11I I -1,1- I r .:.: " I ... ::� POI - '_.7„.:•:- _ 1"GLAZING AS REQ'D (SEE ELEVATION) I VTLTG GASKET • J �� (BOTH SIDES) I I ��� �� l��l�ll�,ill��� Jmaga* ,:'..:".....-:,:‘;-:-•::...•-::: 4" 6' , j �...„----,..4• 1/4"SETTING BLOCK61 ... ,, PEN GINEERING/DRAFTER' BFK -4 1 :::::7 1.12 2 .J �� -/' " TGz13sr • f lir 1 lib IFIlionoillacilk .11 1 /,‘, N 1 1L\ I , - I .4) • 1 ' 1 2. I lk 7441771ill I ,TJ i t . il E 011- co 1,.. ■I „iidlllllllllnllllll t t W TG202 Z 1z. VTLTG GASKET 6"LONG ARCADIA UCH13251 (TJ -(BOTH SIDES) ANCHOR CLIP EACH SIDE OF 1/4"x4"AL (3)-3/8"SS BOLTS. EACH MULLION AND @ 30"OC SUNSHADE Fu=85 ksi min. 1 ■ MAX SPACING BETWEEN. W BLADES. Ali I (3)-#12 SELF-DRILLING SSCT500 SUNSHADE SCREWS AT EACH CANNEL w BRACKET,6"LONG. CLIP,2"SCREW SPACING. '� 3- _ 42" -13 HORIZ. MULLION (4)-5/16"SS BOLTS DRILLED AG451DT (2" X 4 1/2") AND TAPPED TO 1/4"PLATE. 1"GLAZING AS REQ'D \ / ARCH. REF.: NONE D Fu=85 ksi min. (SEE ELEVATION) ,� 1 HEAD @ PANEL 1/4"x2"6063-T6 AL FLAT Q AG451DT (2" X 4 1/2") BAR,6"LO-G. .- ARCH. ARCH. REF.: 5/A5.22 (5)-#12 SELF-DRILLING O 42 - SCREWS @ EA.MULLION 4z' a 1"GLAZING AS REQ'D SPACED 2"OC.PROVIDE ADD'L 1"GLAZING AS REQ'D I SEE DETAIL 2/401 FOR (SEE ELEVATION) SCREWS @ 12"OC BETWEEN (SEE ELEVATION) ANCHORAGE INFORMATION VTLTG GASKET VTLTG GASKET (BOTH SIDES) (5)-#12 SELF-DRILLING (BOTH SIDES) u G T u SCREWS @ EA.MULLION A a D PROF R4 9/16"SETTING BLOCK 10 SPACED 2"OC.PROVIDE ADD'L 9/16"SETTING BLOCK eysEa G m fss SCREWS @ 12"OC BETWEEN I ,�-�,"' s°9 TG213ST 1 k.....741/ 1 V TG213ST - 11-1-11"1)„,11440i ISI 1 v , ��' - •" �1�' TG203 ` �� TG203 �J �� \ ', Os l''',: rr TG200 \\\\ 2x2x1/8"ALUMINUM BACK TG200 /i DAUEts' . `` �,1 ANGLE CONTINUOUS. 2' ( • EWAL DATE: 12-31-2011 '1 L.1Tr �I TF451 SILL CAN ` 411111111•,1 TF451 SILL CAN 1 ��, SEALBWEEP 1,�/ _lb '' SEALRWEEP ��iti1 4111111111 AS REQ'D ill ZJ '� L AS REQ'D I /./. '' �.-:1 //, 2^i rim ::: 10 ill iiir AT tisk it* •i ,..?..:,.:: .„ iv 1 „ „ „ „ „ „ „ • ih'i, ” iiti171i1i1i17171i1-171i171— 111 __r_____ 1-1 1 1 1 —I I,• -- O 1 _� 1111111111111111111111111 1111 - 0 1 1-1-1-1-1-1-1-1-1-1-1-1-1 1-1- I-I-I-I---I-I--I-I-1- -I I.1- - I-I-I-I-I-1-1-I-I-I-I-1-I I-I- I11i1i1i1i1ii1i1I1 1i1i1i 111 =_I-I-I-I---I-I-I-I-I-I- I-I I '- 1-1-1-1-1-1-1-1-1-1-1-1-1 •` iI'^ I • 1-II-1-1-1-1-1-1- 11 - x I I I C."� N+1 . .. •^ S IIIIIIIIIIIIIIIII ,I,I-1 11,1,1-1.1.1 11- .1,1 _, m ce t O O z' C7< ,, g- 2 2 SILL @ PANEL 4 4 SILL @ CMU o F AG451DT (2"(2" X 4 1/2") I AG451DT (2" X 4 1/2") ARCH. REF.: 6/A5.22 ARCH. REF.: 1/A5.23 a SHT" 401 1 A ,---.\ �\ I I I I DATE LOG z r 42. 1r 1 0 1"GLAZING AS REQ'D > U (SEE ELEVATION) Q VTLTG GASKET ,. fel 104/30/2019 SUBMTL I (BOTH SIDES) ' iu_J 1/4"SETTING BLOCK J -- SEE ETAIL 2/401 FOR �`l)�' 1 ( I I ANCHORAGE INFORMATION TG213ST 0 ® " T200 VENT a TG213 TG611 FILLER , !MIs. 2" 77e 'ENGom.INEERING/DRAFTER' ���� BFK �a 1 TG611 FILLER �lI is"- TG213ST ?TN..- �) \/I ` "�" t7 i. _. �I.E TG203 '�pi ./ f TG200 1�'� 1 21 \\ z 'I TF451 SILL CAN _71 n\\\\\ III/, _ 0 is. N SEAL&WEEP 1`,_,I IDE D ' c� e I z9° T200 VENT I. AS REQ'D _ --�, _ , ■►ter ( ) Q fel 11 L .,i �.�y Ar ..r/. moi, v1 i -'-':" 4 /1 4 • L. w ._ . " " -- . " . •` I I-I-I-II-111-11-1-1- -I •:'a-: I-1-1-1--I-I-I-I-1-I-I-I 1 al' if- P v•D HORIZ. @ VENT (3) SILL @ CMU -I-I---I-I-I-I-I-I-I-I 1-I- (/) I-I-1--I-I-I-I-I--I-1- I-I -I-I-I-I-I-I-I-I-I-I-I-II-I- \ 1/2") ' - / AG451 DT (2" X 4 AG451 DT (2" X 4 1/2") I-I-I i-H.1.-I 1-I- _-�:- -1-Irl-lrl1.1.1-Irl-1-1-:,I-1, ARCH. REF.: NONE ARCH. REF.: 1/A5.23 Z 4z.. Lj r 1 0 a.J 3. 41, • I� t.U,iUR 4 5 0P£D PROFe , —SEE DETAIL 2/401 FOR • t N FFv o9 I p�, ANCHORAGE INFORMATION % i.,,1. T200 VENT UI ! j •.I i.• it TG611 FILLER ''r,,,,'"-.7,1, y qN oo� , q 08,2 i. AL DATE: OG 12` RENEWAL DATE: t2-31-201: TG213ST �il� ifnITG203 ) �' TG200 /�� TF451 SILL CAN� �II�� SEAL&WEEP 1,.n.) � AS REQ'D ,,t.-. .........i" 113 r T lirirlimil —1 ii I r/ A a ,._,..... zx illik.. ._,4111, (...., o U SILL @ PANEL j - NOT USED N 2 AG451DT (2" X 4 1/2") __—.—_—_—_—_ l 4 H a [- ARCH. REF.: 6/A5.22 III I I I I I I I I I I I III I ` +/ / SFIT° 1 402 DATE LOG TP200 FILLER \ 1 0f.:.;:: �; l TP200 FILLER !O4III9 is SUBMTL 111 li 42 , 0 4z. --' —I t ,.W''- I .. . ... • I Eo,o%INEERING/DRAFTER N. i ,B.K,..e, AM 'A1'y.W. �/MP � lut .wrrIr►r► 1"GLAZING AS REQ'D ♦♦♦♦♦♦♦♦♦ / W 1"GLAZING AS REQ'D 7-_,.. , 1 (SEE ELEVATION) ♦♦.♦♦♦♦♦.♦.♦♦.♦♦♦ ION)1 Wf 1I VTLTG GASKET ♦.♦'V I _ VTLTG GASKET i (BOTH SIDES) ♦♦♦.• •.•♦♦♦♦ (BOTH SIDES) r n o 1/4"x1 1/2"6063-T6 AL ♦.♦ ♦♦♦♦♦. v L L FLAT BAR,12"LONG. 'Z I :.♦ ♦♦.♦♦ TG202 JAMB BACKER ROD TG202 JAMB ♦ ♦♦♦4' &SEALANT y B --r}- I 3/4"x1 12"x1/8" ♦♦ ♦♦/�— 8 �I = r M'� w f ��'-'IYFr_ CHANNEL,12"LONG. BACKER ROD „ III� v 1/4"x2"6063-T6 AL FLAT &SEALANT BAR,6"LONG. ANCHORAGE REQUIREMENTS 2 PER 1/451. r T, / 2„ ..- (4)-5/16"SS BOLTS DRILLED AND TAPPED TO 1/4"PLATE. .� JAMB @ PANEL Fu=65ksi min. 3 JAMB @ CMU AG451 DT (2" X 4 1/2") (3)-3/8"SS BOLTS. AG451DT (2" X 4 1/2") ARCH. REF.: 10/A5.22 Fu=85 ksi min. \ ARCH. REF.: 2/A5.23 Z TP200 FILLER TP200 FILLER r \ L TG202 JAMB TG202 JAMB v [� \ I '`` TG611 FILLER \\ t ,L,,,,,,// TG611FLER O 011111111' -' .., I ',C:-.:',- , T200 VENT T200 VENT Ll. 1 �IyU CTt/R,. �111I�11"" � _ �,�1rI �� } I L y�wwi 5 �0.E0 PRpF�s _ -, reA ;; Uy�GINPF",, 1 It I i c,,,-,97, ,5,9ry 0o U 2 4�" v� 0048u:;,,,,-0.0 ¢� W I 4 ' - I ,:.:., ENEWAL DATE:a12 31-201 LV-11:411r • • . 'illi - 1 > I 'Iiii ii ‘ a 1 f ��������������� n, y 1 4 i$ _ 4.y .. ♦♦♦♦♦♦ 4 21 9- ill 4. .. 0 BACKER ROD J ♦.♦ q:' v &SEALANT Iiilll�l - Ii �� ,Iff�i� _ �. 3^ f - BACKER ROD i" -.- & - T z 2 .c°,1- -&SEALANT S s m ANCHORAGE REQUIREMENTS ANCHORAGE REQUIREMENTS a PER 1/451. PER 1/451. `¢ p 0 2 JAMB @ PANEL 4 JAMB @ CMU C.,F-' a F AG451DT (2" X 4 1/2") AG451DT (2" X 4 1/2") ARCH. REF.: 10/A5.22 ARCH. REF.: 2/A5.23 SHT" 451 • 777-7 Puled Name&Address: -1 ( — REVISION NUMBER Ez CULVER GLASS ==mm o DATE TIGARD HIGH SCHOOL m 9000 SW DURHAM RD. N TIGARD,OR.97224 PORTLAND — SALEM — EUGENE, OREGON 3 ACTION DATE LOG z TG611 FILLERw O T200 VENT ,°-„ z 0 Q 104/30/2019 SUBMTL I , ._IIlI �.�► __ M . .... 1Y^YY\ n 11 .1 �� uz \ . ., R 'ENGINEERING/DRAFTER BFK 09 0 Z1 0 1"GLAZING AS REQ'D !- TG210 FILLER (SEE ELEVATION) W VTLTG GASKET 1 11 Cl) O (BOTH SIDES) ( ) TG202 VERTICAL -'. < Liy -- - `� .., L.T.9 ANCHORAGE REQUIREMENTS 1 NOT USED �3 MULLION @ VENT it PER 1/451. I AG451DT (2" X 4 1/2") 2 '-J ARCH. REF.: NONE > { . liiiiIMMOILD'E IiiiiMMWIMMOW 1240 a2. ; a • R�CTUR4 .1 A5S,1y0.0 PROFFS e / �� 1 _� ►_\\ CS.,4ry ppm W \ 9 08 1 F;•i� 1"GLAZING AS REQ'D ) \ - 1/4"x1 1/2"6063-T6 AL �4}.DAUB (SEE ELEVATION) J = FLAT BAR,12"LONG. •ENEWAL DATE: 12-31-201' VTLTG GASKET I IiiiTG210 FILLER (BOTH SIDES) . TG202 VERTICAL 1/4"x2"6063-T6 AL FLAT BAR,6"LONG. -- I 3/4"x1 1/2"k1/8" _ _ CHANNEL,12" LONG. (4)-5/16"SS BOLTS DRILLED AND TAPPED TO 1/4"PLATE. 2' Fu=85 ksi min. (3)-3/8"SS BOLTS. 0 Fu=85 ksi min. X U I I x x = a c4 p O ,, z VERT. MULLION F R F 0 AG451DT (2" X 4 1/2") . , ARCH. REF.: NONE SHT" 453 J Site Address: c\X p,)04.\ -4.,-, \ ` �� O 2 III Building Division TI GA R D Deferred Submittal Transmittal Letter TO: lain DATE RECEIVED: DEPT: BUILDING DIVISION FROM: “\ .,-c•-. -e-c�v--- BUILDING [ M IC .. COMPANY: yq___Ac-e___ (,,,�•:;C'Nc-‘C1,Y'-, PHONE: 0\1\-\—0\--2--,0 --2:'-b \ BY 1. RE: °\00 Gj,,3 0.3(\n42,--8,"/N �-a- V3v420\t 1083 (Site Address) (Permit/Case Number) T\'\ter-&- \'n"')\r\ __,\INLczkrA N\o rn\ \ (Proje t name or subdivision name and lot number) v.> 70 000. 1 „ LC)1om) lQ� Valuation of Deferred Submittal: $ ATTACHED IS THE FOLLOWING DEFERRED SUBMITTAL ITEM: Copies: Description: 2. f\c-,,,,s,,., „,?4,....,-„,_.,_c).„ s\i,i)tz Vcf.,..,.),,,/,„,?), Remarks: NOTE: Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to the design of the building. The deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official. Oregon Structural Specialty Code Section 106.3.4.2 FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: n Yes n No Fee Description: Amount Due: Deferred Submittal Fee: $ 6 8 7 , G14 Additional fee based on valuation: $ • Other: $ Total Fees Due: $ G''7. 6 4 Special Instructions: Reprint Permit (per PE): ❑ Yes '12 No ❑ Done Applicant Notified: 6-14,-) Date: 7/2)//1 Initials: 1? —Th The fee for processing an reviewing deferred plan submittal shall be an amount equal to 65%of the building based on the valuation of the particular portion or portions of the project with a minimum$200.00 fee. This fee is in addition to the project plan review fee based on the total project value. I:Building\Fonns\TransmittalLetter-DefrdSubmtl.doc 04/04/07