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Plans (21) SUBMISSIONS/REVISIONS RECORD TABLE OF CONTENT SUBMISSIONS DATE STATUS REVISION DESCRIPTION/SHEETS COVER SHEET 101 1ST SUBMISSION 10/05/2018 OUT FOR APPROVAL 101-104, 201, 301-308, 401-403, 451-453, 501-502, 551, 601-602, 651 TOC/SUB RECORD 102 2N0 SUBMISSION 07/15/2018 OUT FOR APPROVAL A101-104, 201, 301-308, 401-404, 451-453, 501-502, 551, 601-602, 651 DOOR HARDWARE SHEET 103 FLOOR PLANS 201-209 C ELEVATIONS 301-308 C AG451T DETAILS 401-403 & 451-453 A450 DETAILS 501-502 Sc 551 a T200 DETAILS 601-602 & 651 TOTAL SHEETS 32 Co N CO < dO Jro ARCHITECTURAL DRAWING REFERENCE SCHEDULE FASTENER SCHEDULE DDENDUM/BULLETIN REVISION DATE REVISION DRAWING NUMBERS USED # DESCRIPTION 6L caw# o ISSUE TYPE: ADDENDUM 1 05/11/2018 ARCHITECTURAL SHEETS: 442.13, 0.2.14, A2.15, A2.16, A2.23,A2.24, A2.25, A2.26, A3.11, A3.12, A3.13, A3.14, A3.15, A5.11, A5.12, A5.22, A5.23, A5.24, A9.31, A9.32 W ARCHTTECIURAL SHEETS: A2.13, A2.14, A2.15, A2.16, A2.23,A2.24,A2.25, A2.26, A3.11, A3.12, A3.13, A3.14, A3.15, A5.11, A5.12,A5.22,A5.23, A5.24, A9.31, A9.32 ISSUE TYPE: 100% CO 08/21/2018 o V O ` T (`I I 1 T z 1 t� I ( u ( O a PROJECT NO. DRAWN DA-E 13TH 10/05/18 SCALE NONE DRAWING NO. SHEET �n") DOOR HARDWARE SCHEDULE C, A HARDWARE GROUP NO. - DOOR # ELEVATION SWING SIZE DOOR STILE FLOOR A100A-1 46/308 LHR-HLSO 36" x 83 7/8" HEAVY WIDE STILE MAIN N100A-1 15/303 PAIR OUTSWING 72" x 84" HEAVY WIDE STILE MAIN 2 N100A-2 15/303 PAIR OUTSWING 72" x 84" HEAVY WIDE STILE MAIN N101-1 45/308 PAIR OUTSWING 72" x 83 7/8" HEAVY WIDE STILE MAIN N101-2 45/308 PAIR OUTSWING 72" x 83 7/8" HEAVY WIDE STILE MAIN W100-1 17/303 PAIR OUTSWING 72" x 84" HEAVY WIDE STILE MAIN W100-2 17/303 PAIR OUTSWING 72" x 84" HEAVY WIDE STILE MAIN W101-1 43/307 PAIR OUTSWING 72 1/4" x 84 1/8" HEAVY WIDE STILE MAIN W101-2 43/307 PAIR OUTSWING 72 1/4" x 84 1/8" HEAVY WIDE STILE MAIN W105-1 19/304 PAIR OUTSWING 72" x 84" HEAVY WIDE STILE MAIN W105-2 19/304 PAIR OUTSWING 72" x 84" HEAVY WIDE STILE MAIN DOOR HARDWARE: ♦n a CD CV th - N LL mN m N W # ° J N t � z E N HARDWARE AS REQ'D TO BE DETERMINED t t c PROJECT NO DRAWN DATE 13TH 10/05/18 INAC \T. SPECIE[, NOTES: SCALE INAC NONE I��CT. ' ���"� DRAWING NC PAIR PAIR LH RH LEFT HAND RIGHT HAND INSWING OUTSWING (LHR-HLSO) (RHR-HRSO) (LH-LHSI) (RH-RHSI) SHEET 1!111 STOREFRONT STRUCTURAL NOTES a, i cis 0 U H_ U re ex U STRUCTURAL DESIGN CRITERIA STRUCTURAL GENERAL NOTES ALUMINUM MEMBERS AND CONNECTORS a DESIGN LOADS ad GENERAL REQUIREMENTS 1. Aluminum Members:All aluminum shall conform to the fallowing n specifications unless otherwise noted. WIND: Basic Wind Speed.130 mph(LRFD level), I All work shall contsmi to OSSC,including its referenced standards. c Arcadia Extrusions' 6063-T6,Fly=25 ksi < re C Enclosed Building 2. MD Structural Engineering,Inc.(Engineer)has provided engineering for Extrusions,Sheet,and Bars: 6061-TB,Fty=35 ksi re Risk Category III the blowing items:Storefront wall systems end their anchorage to the a building strucMe. If additional items require engineering,please contact SEISMIC: Seismic Design Category D the Engineer.Shop drawing sheets that specify these structural items Site Class D have been reviewed for conformance with the structural calculations and Sds: 0.71 only these sheets have been stamped. SPECIAL INSPECTION/INSPECTORIT Rre to REQUIREMENTS(OSSC 17041 0 ap 125 3. Where details are not specifically she m,construction shall fallow typical Importance Factor:1.25 details for similar conditions.subject to review by the Engineer. 1.Special Inspector Errployed by the Owner(OSSC 1704 2). r Installation shall be in conformance with the manufacturers installation DEFORMATION COMPATIBILITY manual. 2 Reports:Submitted to the Building Official and the Engineer.All .� discrepancies shall be brought to he immediate attention of the The storefront system has been designed far an inelastic seismic 4. The Engineer has supervised the design of arGatectural metals in regard contractor for correction:thee,if not corrected.to the building official story drift of 2.5". to structural adequacy only.The Engineer is not responsible for and the Engineer(OSSC 170424). dimensional accuracy.weathering ability,and/or performance of w architectural metals. 3.Certification.Inspector must be certified by the Building Official —/ p to perform the types of elspec5on s specified. N 5. The Contractor is responsible for adequate bracing of the structure and parts thereof for wind,earthquake and construction forces until all A.The special inspection agency is responsible for providing a '^ pj structural components are permanently connected. testing schedule that includes the type and frequency of tests. v 6. The Contractor shall verily all dimensions and conditions at the site. CD Conflicts between he drawings and actual sae conditions shall be brought SUMMARY OF STRUCTURAL CONTINUOUS AND TO- to the attention of the Engineer before proceeding with the work. PERIODIC SPECIAL INSPECTIONS 7. Alternatives for specified items may be submitted to the Engineer for t The construction inspections listed are in addition to the inspections 0 review. required by IBC section 110. Special Inspection is not a substitute for 0 C- p inspection by the Building Official.Specially inspected work that is N 8. Provide setting blocks for glass panels at 1l8 points unless noted installed or covered without the approval of the Building Official and the CO otherwise CD N Special Inspector is subject to removal or exposure. - rD 9. Unless noted otherwise,steel studs at all perimeter fasteners shall be 16 N gage minimum. 1. Respansibilay:It is the responsibility of the General Contractor to N inform the Special Inspector or Inspection Agency with adequate lead EC 10. Self tapping stews shall be in conformance with section J 5.1 screw time prior to performing any work that requires Special Inspection. CO material of the Aluminum Design Manual. Additionally,screws shag meet III ud to he requirements in the project specifications it more stringent.Aluminum 2 SPECIAL INSPECTIONS'. spews not allowed.Size and spacing requirements are provided in the A Hdti KH-EZ Antlers(Periodic Inspection) I R details. Screws shall have a minimum edge distance of 7116"unless noted otherwise. 3 Meal MZ 001 rID- ( t UCTUR Crc PRz. 4F im REVIEWED ❑MAKE CORRECTIONS NOTED �, 02-�D Off' f< t..-1441' C L fl REJECTED n REVISE AND RESUBMITTHIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCEri a 9. F ITH THE REONREAIFOR OF RA DRAWINGSCONFORM AND SPECIFICATIONS IS REVIEW IS THONLYPROTECT GENERAL GENERAL OOP WITH IANCE WITH Thu L / ONCFPL OF THE PROtEOT AM1D GENERAL COMPLIANCE W1'H TFE v/D1MhN GIVEN IN THE CONTRACT DOCUMENTS CONTRACTOR /J _ RESPONSIBLE ENSI FOR COE_ECTING AND CCATIONiNG AtL TIMES AND AND TECHNIQUES SKClON, FABCABCh PROCESSESEIR WITH �a •R ON r L ALL OTHER Of ES ANDJPE PERFORMING INTHEE COORDINATING THEIR WORK AND ALL OTHER iRAD=S.AND PERFORMIM1G TlE'R WORK IN A SAFE AND n/. 'J � (V a SAPSFACTORY MANNER_ Cc_ liti OO �J .• Itillimor,06/10/2020 DAA y cis, 2 , = DATE CATENACONSUL➢NG ENGINEERS BY Pt,I. DAU1 - _. w 0 c RENEWAL DATE: 12-31-2019aecTNO DRAWN DATE 13TH 10/05/18 SCALE NONE DRAWING NO SHEET 1 nn ci cz c3 \ \� CTT�cs ,. N$ c�i 15 C T t R V I \ �1 ci- GJ� QED PROF�c RI / CIF ��0 Ss•r , ♦ V ce Fi I NC ND I \ \ r4 KV D �� ✓q R Oo4b � la i, / --,,, "1l/g2 g31 !R,kgrA I• C 1'� ®REVIEWED ❑MAKE CORRECTIONS NOTED11REJECTEDE / `# RENALDME: 12Oi9 F E' `���E F -'� `'1c/�`1'�rJ ` \ HIS REVIEW DOES NO'RELIEVE CONTRACTOR FROM COMPLIANCEFi I I I \\ / Y a i� WITH THE REOIIIRFMENL$OF ME DRAWINGS AND SPECIFICATIONS IN In \ \ \ / THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN n CONCEPT OF iH%PROJECT AND GENERAL COMPLIANCE WITH LHE O C — — N. '''AI.F[IM=III, \ INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONnACTOR IS RESPONSIBLE=0R CONFIRMING AND CORRELATING All QUANTITIES I- .hD DIMENSIONS, SELECnNG FABRICAPON PROCESSES AND / iM / , -CiNIDIME OF CONSTRUCTION.COO ICADONG THEIR SEES AND ' ALL O'HER IRAOES.ANO PERFORMING TlIEIR WORK IN A SAFE AND C / I ...St- / SniISFACIORY MANNER. V � �.fI40e :07N7'� 06/10/2020 DAA CB ( ►Z�I -�- I DATE GALENA CONSULTING ENGINEERS BY '/� O t - - - -i- - � � NB v♦ nl oci �� � , _ r Arial I I I III ' _ I A I I I 11.1111111111 I`\ 1 �/ " / al o CC cp I I I ill MUM I /� � N LV o 1. �I� I — o- m > J c I I I j, I lip _ Z CD — — — — — — — — IIT , \ I — — V co N I I I . , •i __, of I — i f �— L-r1= I , libliFfi , 1 a 1, • ,_ KrIR 1...........j i III i F .AM iliaill L -Sir --- I ��I �, . ^ - -- - - PROJECT NCI. - - - - �rT SA— — f - - --- - - --- - - - - - - - - - s DRAVN -DATE i 1o/os/1E N ISCALE 3/32' = 1-0' MAIN FLOOR PLAN — N1 MAIN FLOOR PLAN - N1 E® INA VING mi. ARCHfTECTURAL REFERENCE: 2/A2.13 ARCHITECTURAL RU-LRENCE 1,42.13 ell SHEET 2 n No ... ^ .._ — NA N3 .^ .� ', .--- ali \ Cl C2 C3 v T yyN�� !s / Sk• \ q ` c, t:gs) PROFES < r-N1 i / 4GINeS NC\ .�\ ` eery• `4' � 7 . i i / • .._ /I' rC 1,E I •t�.1, 2O0 ¢(1 J WI8T ND4/ \,,,,, * . ., -,,,, .. Kr NA Be / IA `\ \ \ \\SS'•., ` AI " AI NE RENEWAL DATE: 12-31-2019 R� P � ► r. �s. a�...,„., r. NE / A�c� '\� / ` � C1�� ' sl , / .�•. \NN ' .�I d* i' A TY �`y' / 1 I It*,v 1 P cc Ct., 7;t � '* � �;;.. .,,•••*• , ,, " ANT, f 4. • 4' /0/ v J/ / ®REVIEWED ❑MAKE CORRECTIONS NOTED ,d. N -I REJECTED 7 REVISE AND RESUBMIT •� / N THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE re CO THIS tHE REQUIREMENTS OF RA DRAWINGS AND SPE[IFI DESIG # / THIS REVIEW OF ONLY FOR GENERAL CONFORMANCE IAN THE DEAGN Ill • /��`.` T �,, / / CONCEP- THE PROJECT AND GENERAL COMPLIANCE WITH THE (n i�S'.'',/ I. INFORMATION GIVEN IN THE CONTRACT DOCUMENGS. CONTRACTOR , . Tlio / IS RESPONSIBLE FOR CONFIRMING AND CORRELATING A'.L QUANTITIES I I / TECHNIQUES OF CONSTRUCTION.COORDINATING THEIR WORK WITH/ /[ . DATE CATENA CONSULTING ENGINEERS BY VCV grk • /\ / / E r r c �y B , I tiMiel i� ••s I , , / O j 9 mI_TGor.�m �_� / f 1 CA - - - - - - - - - - - - -.I /Ipl .I .:. 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PROJECT ND, q _ _ _ _ - _ ` _ _ _ _ _ _ 211P �- L ,1 S DRAVN DATE 13TH 10/05/1E c i 3/32' = 1'-0' UPPER FLOOR PLAN — Ni 4 �® EZ 1"A"I"G "° ARCHITECTURAL REFERENCE I/A2.15 '�(•'i'� f+✓ wn //F��VI ,---. FI RF IFCTFD n REVISE AND RFSu6MII v\ v\ N2 IRIS REVIEW DC9 PLOT RELIEVE CONTRACTOR FROM COMFI:RNCF / / RAT FIFE REOJ'RWR+TS OF TIE DRAWINGS AND SPECWCETONS. AN 'W....,... \ We REVIEw 5 OT.T-OR GENERAL CONFOLL.INCE WIWI THE DESIGN CONCEPT OF ME ITO/KT AND GENERAL CCMPLIANCE MEP THE AD 41 / / INFORMAnON GIVEN IN THE CONTRACT OOCLMEJTS CONTACTOR 2 N. _ IS RESPONSIBLE FOR CONE R WING AND CORREUIING ILL 0VAN15IE 3 1 \ A Cl C2 C3 ,,,,ND OEFES .GNs. sELECIWG FAaxArox PROCESSES AND hYMTTERS OF CONSTRECTON FERECRCOORGWnNc WET :Mm C Al...44/44t OTTER TRn.D6 AND PERFCRRCOO THEIRE5NA WORN IN A SAFE AND A y /� //'' Y Y Y SAIRFACTORYMMNER. J !� / I 06/1�12CAI20 DAA C\ / ` De N3 �� --. DALE GAMMA CONSULtING ENGINEERS BY H \ � �� 5 �R � PROFESS! 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O - - - - J— - ( THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN SC - - - - - - — — — - - - - '_ —{. - CONCEPT Of THE PROJECT AND GENERAL COMPLIANCE WITH THE (V INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL DUANTIIESCO CII AND DIMENSIONS. SELECTING FABRICATON PROCESSES AND 1 . TECHNIQUES OF ION.COCRDINATNG WORK WITH SD _ I_ _ _ _ _ ` + ALL OTHER TRADES.AND U ETRFORMING THEIR WORKH NRA SAFE AND SD -®' SATISFACTORY MANNER. 0 w _ 06/10/2020 DAA .1 5a MIW r- m s� DATE CATENA CONSULTING ENGINEERS BY O 11111.1111111.1111 nn1- -- I ri mNm NSE - - - - - - - _ate '5 N N - -- IICO c n I I I \ (-- ': r — Z cn SF I - ��' i - -.1 - - V N I t f I J p4 c II airm mu NOMMUMIYI �r © 1 II I ■ ■■ —4 R` ■ 4...................i 1. — Si M pi . ti 1 rt I r . r ;, � i ICI k \/,•/ o- �, � Wi io %� PROJECT NO. I JIB J. JB I fF Si 52 3 S3.2 S4 5 S6 S7 S7.1 S8• 59 59.2 0 q DRAWN -HATE ` ` 13TH 10105/1€ SCALE ® DRAWING NO. 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S6 S7 S7.1 S8 S9 S9.2 3/32' = lr-DA MAIN FLOOR PLAN - Si UPPER FLOOR PLAN - Si Ci ARCHITECTURAL REFERENCE: 1/A2.25 ARCHITECTURAL REFERENCE 2/A2.25 bid.. 2I1 7 • — - r t 1 IJ -11 IT IrliII— ___t SH --- . : 11-11 = I 1 u 1. C_ 1 5 0 I 11 I 19. Iti j I 70- Ake I I41 I Alli 1 , _.SL I rNIF 00 W 37 EI ! • II abi co ..si. � � tCC t— w nu 11 SN O Kr J -.- 1 I o cm N N N ... ea II . W w RI & o alkilliralk TT C I I I I I I I I 1� 1� -S r 1 1 1 E 0 ,...z, 0 0 e K. vihp I I E T ®REVIEWED ❑MAKE CORRECTIONSD NOTED I6 I 1 T l Q ❑REECTED ❑REVISE AND RESUBMIT (I THIS REV SW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCEWIT THIS THE REQUIREMENTSYFR OE THE CRAWINGSONFORM ANDNCE SPECIE DESIGS. N THIS RECONCEPT IS ONLY FOR GENERAL CONFORMANCE COME I N TEE ITH THE - - - - - - - - - - - - - - - - L CFORMA OF THE N THE AND GENERAL COMPLIANCE CO WITH OR lll_ IL I. 111 IVFORMA SIBL GIVEN IN FIR CONTRACT DOCUMENTS.ALL OUA CONTRACTOR ^ IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUARTRES - 'I' - - - - 1 - - -SCl. AND [AMENS DNS. SFLECENG FABRICATOR PROCESSES AND I I I' I I t TECHNIQUES OF CONSTRUCTION.COORDINATING THEIR WORK WITH [F AL'.OTHER TRADES.AND PERFORMING THEIR WORK IN A SAFE AND SATSFACTORY MANNER. 06/10/2020 DAA I 1 DATE CATENA CONSULTING ENGINEERS BY ! I I 1 5; �Ep FRORF ! y 5C�``G I N ssr I :,,:j : ce f db Ito • at1 _ _ - - \ � ,I` PROJECT NO. 1. Si �l`�, DAiS���� S2 S3• S3.2 S4• ss• S6 , S7.1 ss' S9 S9.2 SWsii S12 S13 sia S 10/05/1f RENEWAL DATE: 12-31-2019 2E11 3/32' = 1'-0' UPPER FLOOR PLAN — S2 E ® ARCH1TECNREL REFERENCE: 1/A2.26 2 n Q liG T I I I T TT T I II 1 u ® - — —� t--- I ------• •I —� �....4...� — C T a O C . L I I 1 ' I � Z1 �11, l .ctc Ropes, ...54i. C I- *NC" foy 1 I I I I III I '• ' y w II I I I I 1 / r ��,` t r 'V' �� �1 Opp ��IR ON C TS I I I I I _ '-7 08 2 (`� i I0I I I �4 J. DA u� N� i ,III ' I ;11; i F RENEWAL DATE: 12-31-2019 m Cs 1 I I •ll C 3 C 3 s I I ' -F 1 I • • • �I REVIEWED ED ❑^A AKEREVISE AND RESUBMIT I I . , 1F IS RE N DOES NOT R / CONTRACTOR OR FROM COMPLIANCE rvITS THE RF 1UR_MENTS OFTHE CRA'WNG AND SPECIFICATIONS. i15 RE EN 5 ONLY FOR GENERAL. n uH i DESIGN n CONCEPT CF TN PRO. T AND GENERALCOMP ANCF W N THE 0 1 I ® 1 I - _ NFORMn ON GIJFV N'HE CONTRACT DOCUMENTS. CONTRACTOR 1 , S RESPG JS B E FOR CGNFIRN N AID COFRELNI NC ALL Q PN`TO 0 � ANJ DIMENSIONS SEL G N FABRIC AEON PROCESSESAND co TEC HNIOIJE,OF CONSTRUCTION CCORGNATNO'HEIR WORK WITH CO m - -J_ I---- I ell _ OTHER'RACES,AND PERFORMING THEI WORK N A SAFE AND ce I I ,,I 06SATISFACTORY/2020 ER. Q O 1 06/10/2020 DAA I I I Y" I ] I DATE CATENA CONSULTING ENGINEERS BY m S� - —I.—_I_ + - II fillI 11 11 11 1 C.9 c, alR, II II 11 NcLI (n N in.1 I I n cor WY . . 1 ), LU I I � i ' ° J -t' II I 11 II 11 1 M m N ! II IIIIF VN I 39 I W-- c I I I °7 r I I C 1 c I I I 0 1 , A9 I I C el SG -- !-- -- I I ! I o I1 - I I I I I I = ' 1T1 o I itllIllPP' r w ��4� W 1 ' S c I I I /�\ PROJECT NO. I I —1 S' IIRAAVN DATE I 1 1 1 , I 13TH 10i05i1E ss 6 6 si Ei (19 N SCALE3/32' = 1' °' BRAVING NO. MAIN FLOOR PLAN — El 1st Ui 52 ALL ARCHITECTURAL REFERENCE 1/A2.32 2 n Q R� CTUR III' 111' ( p q 111' 0 ROUGH OPENING/ / / ROUGH OPENING / C7• ����yQD ROPFSsr! ROUGH OPENING a 1, / 110' 1, �, / 110' • 02 1. 110' 1, a 2 FRAME SIZE P FRAME SIZE /. 2 2 = � � u 32' 72' 72' 32' ,� / 2' •�9' ,y ,9' 2' 2' yY .y �A� 2' D.L.O./VEN D.L.D. 2' 5/� D,L,O,/VENT D.L.D. ^ D.L.O. D.L,O,/VEND 0R ONQ(.-1(11 / 1 \ // 2' , ' \ // 2' �����A. p �t�����'kF �- P 2'1111111111111101 rwn N .-RV N '9 'Y 0 V, c ._' > O Q O O F��• DAU6E� O IO 0 A N O2 4D1 q el ) © �.1I d N RENEWAL DATE: 12- 1;2019 N A N �t Z • ` © O t Z `� © © 0 __ z LA `p0 aZ J ® �jA ® ��' N ® T � r � . t1xE e C < a Gin s oE� Z ti N q N r pQ�� © "W FA N FYpr� W YY f1 E ri C'a n R not VI ft �� OPP. a OPP. a O /�i O ® I J ce N` e Ifk 3 Na m i O 2 J O IV J 2 _ - O N - - r 451 DPP. z 451 E „ „ II 01111 DPP. 44' O Li a DPP, 451 06102020 DAA N W 0A"E C.I NA n;nLL'.nG ENGINE_; a. 2 3 N ©�402 402 Be 00 402 402 N �;yi�y 0 a,� N iv -tu iu O 1 2 3 Jo AG-451DT(2' X 4 1/2') fi .}1 )1 AG-451DT(2' X 4 1/2') i{ }{ ) AG-4510T(2' X 4 1/2') }i )1 CTLn ARCH. REF.: S1/A5.11 ARCH. REF.: S1/A5.11 OPP. ARCH. REF.: S1A/A5.11 N READ: (10) THUS REO'D: (10) THUS REM/ (2) THUS IX cl3 N W # o JN / 111' 84' 84' 91 Z ROUGH OPENING ROUGH OPENING ROUGH OPENING / ROUGH OPENING / ))) °T J1, ,} 90i. ) N C• FRAME,SIZE �• mil=83• `' H3' �, / FRAME SIZE ) , 52 ' ) i e' 72 // 32 2' z' : 2' 2' ,• : 2' 2 3z' // 2.) D.LO. D.LO,/VEN 'll A D.LO./VEN DLO. © D.L.O. D.L.O./VEN /� ➢.L.O. D,L,O, -iv N J - // 2' .'x11 N I 2' Au N % 2' -iv N 1\ 2• ....� t .,. o 40 © 2 � 4m 0 4 4o c J _I J J C] N G N RI N N E © 03 12 © 01 W O 01 0 < OZ 131 Ark F. O ® � ° ZII G] N ® Vaa n * ® W G N ® * F-ru-i ® W Fi N ® T Tar (-lir-) ® W II:: 4 ® ' La 1•• \wT�/ T \wT�/ 1• T DPP. t\ e_ OPP. a 0_ 11 . En o E. El, o m m o 'Qm r o� a a1 ON � z ® �\ 2 � - z 2 �C � CO - ® � 2 �r45J 451 r 451 45J Opp _ r 45J 451 � Opp, z0OPP. 451 4s1 DPP. 4451 Qi2 32 J2 J4 .- ®j a 4D2 402 402 402 ®j e ®j e402 402 W ---.--''-i C'. J / O PROJECT NO. -411 ?..1 :4a1 ZU ,y1y (U '� IU lYtAVN DATE 4 I 5 li +I6 I l 13TH 10/05/1E AG 4510T(z' X 4 1/2') li }{ } AG4smr(z' x 4 1/z') 8 )1 AG 4510T(2 x 4 1/2') { X }I AG 4510T(2' x 4 1/z) 4 X }1 SCALE ARCH. REF.: S1A/A5.11 OPP. I ARCH. REF.: 52/A5.11 ARCH. REF.: 52/A5.11 OPP. 1 ARCH. REF.: SJ/A5.11 1/2' = 1'-O' REOV: (3) THUS REM (2) THUS REV'D: (2) THUS REOD: (1) THUS ARCH./G.C.: VERIFY ALL INFORMATION DRAWING NO. SHOWN INCLUDING BUT NOT LIMITED TO s: GLASS TYPES; DIMENSIONS & DETAILS. 1Htti f)1 v 93' ROUGH OPENING ti u z 1 92' , a ' 113' 113' 49' V.I.F. 2 2 ROUGH OPENING ROUGH OPENING ROUGH OPENINGElilliEll a Le 112'=NEM 112' 11 11 48' J1, ^ 2' 2' 2� 2� FRAME SIZE 2• 1 ➢.L.O. I D.L.O. i 44' it,., 2' 2' • 2' 2' / _ _ o L� D.L.O. f D.L.O./VEN /� D.L.O./VEN I DLO. 2' /,� 2• DLO. 2' /1� /1\ A. 01 0 ® w Ci • N N EX .fit N SIN .-, N /I� -1 fU a [i Q © o 0 @ O o 0 V `o 0 r u l9 © LL - © O`® ®3 453 1 ® iu ® 1 J LI ®DPP. E �, ' i 'm _ m O . m m I v, o m a m m o ' toDPP. u 3 ✓� Ek u `ci O 0 ce `ci O ® O a I o �/ a 0 GGl V i 45J IJ1 - i 451 45J DPP. DPP. Dpp > O DPP. 461 > - 451 0 o .•o O .o O O � ) o V� N 2 3 2 1 J9 _I ♦^ rn ®' ®' 402 402 - 402 462 e®' a ca e \c/ D: ✓ \ I Q _1,, "• � -NfV ^ku ai N fU C 8 9 1 0 1 1 +1I C' N AG-451DT(2' X 4 1/2') I( ){ )1 AG-451DT(2' X 4 1/2') It )i )I AG-451DT(2' X 4 1/2') { } AG-451DT(2' X 4 1/2') { H I1 '5 N ARCH. REF.: S4/A5.11 OPP. ARCH. REF.: S4A/A5.11 ARCH. REF.: S14/A5.11 ARCH. REF.: S6/A5.11 re CO RED'D: (1) THUS REG'D: (2) THUS READ: (6) TWS RED'D: (1) THUS sr; o LLI U1 � 93' / N ROUGH OPENING ..u C T !� 92' ��(1rD PROPF-S M z FRAME SIZE , y .f02 53' 33' , . / V • i 2. %r �i 1 D.L.O. D.L.O. 93' -} ( 93' 1 Ili CU I 2' I ROUGH OPENING } T• R �N i" S 1 il...—.i..-...--• ...l.-..-l---..•--- 11 1 e' ((� ROUGH OPENING 'o 10 2� 92' 1,; 0'S.qF'�'' oa '�Oz{L- 1' 92, ' 2 S J. DAue, - 2 1 la N } 1 2' 0 : 2'` O2' WNW, 2.1 0 $ O /� D.LO. D.L.O. j RENEWAL DATE: 12-31-2019 0� D.L.O. D.L.O. 1 `o /1� 1 N 2" 1 ( 2. ) l� f] N .-1I11 Z RE'EWES ❑MAKE UOReEttrs.n-Eo -� N ) ` Z 3 iktki W 0 o @ O O O O40G0 EL N O9 Z e NUO Jq N N1-- Z W N .. N q NO ZLi N NN CIN . 14 O.N. O1 0,�' 0 • 0 o W ,...=... .. r-. W 2 2 DPP. c) DPP. t DPP. Q O • CT) O J I Au N -'N N u Ll PROJECT ND. • I 1.( B i 1 i Fi } 1 2 1 3 1 4 D1 13 DA E TH 10/05/1£ SCALE AG-45107(2' X 4 1/2') i- )( ')I AG-451DT(2' X 4 1/2') AG-451DT (2' X 4 1/2') 1/2' = 1'-0' ARCH. REF.: 55/A5.11 ARCH. REF.: S7/A5.11 ARCH. REF.: S8/A5.11 DRAWING Na (1) THUS REG'D: (I) THUS RED'D: (1) THUS ARCH./G.C.: VERIFY ALL INFORMATION SHOWN INCLUDING BUT NOT LIMITED TO GLASS TYPES; DIMENSIONS & DETAILS. ' WE qn2 196p L / ROUGH ❑PENING 'I 196k' N • 195 1 , ‘ ROUGH OPENING � FRAME SIZE / 2 195i' i 72' 43 ' 72' k FRAME SIZE , A 2' // D,L.O, 'a D,LO, '� D.L.G. a 2' ii 72' 43 72, DOOR ❑PENING DOOR OPENING 2' ••-• Au ?to �L 2' -2' 'oil -=cv A 2' OLD. LO, D.L D s I ➢, 2 2 n1 N LI • LI CZ a N ® DPP. N N a O 0 ��MM 0aNI fin ---.10 0 z 0 0 , A N ® DPP. W a GI O 1 N.61 q ci © 0 0ym� O. O m •J • O s O s -4 `d • cr, 2 m 3 L�� x O 3�/\\ x y z l.7 Q N o O o O P 0 of a 2 / \ 0a cl) 00 / \ 09 w ,• a z > > j 7 In o a a N r / \\ // \\ w o wa `o f 0 0 0 m cp A 1- ''+ / t- a Z ®a ieweo O n.ix=coax ous�cr� in o N J 2 r 2 a� (/�'\ 2 o ¢ IlP iF iFC fl ae;sF.+n�F is n ti N rj © O `0 452 452 0 O r C. c �Z i` o o E „ Q N w w r w w / _l 3 V,,, 4 3 z 0' s c E s a .: ce s 3 z _ N ZCI N N 0 0 U 0 CI) O AY o N ^� N \ \ G 06 10 2020 CAA 1 1 °' i \\\ \403 \\ O Gn: , m ,_'M6 n E k aJ �' O O 403 f:)I < 15 01 N./ .1) ® ® IJ✓JJJJJJJ� (.9 1'� RUCTub :, N V dR 1 5 F � l.V PROFF t 1 6 I ); I, I 0 C N AG-4510T(2' % 4 1/2") �,c, � th G I `iSSfQ AG-45IDT(2" X 4 1/2") E mARCH. REF.: S9/A5.11 'L ARCH. REF.: 510/A5.11REVD: (1) THUS �/ / 7 i' i REG'D: (1) THUS/ ' N ►• 1.R ' ON �. _ 185 r ✓ � ��� / Z ROUGH OPENING / �'.0;., 0 8 C - - 1 184' 1 ��I. DAllBE�� N 2' FRAME SIZE - 2' RENEWAL DATE: 12-31-2019 - - -� �- - - 32s• A2' ,,,,:/ .0' /1' // 2' ROUGH OPENING / l 72 32' 72• D.L.O. D.L.O. DLO. DOOR OPENING DOOR OPENING I --2' yy�2' 324' 1 -av N - N -icu FRAME SIZE /—k 4 d O 0 e 0l 2, 63' 62' A, 62' p, 62' A, 63' /Ia 2' N ® i ® 1 ® . N a i• DLO, D.L O. D.L.O. DLO. D.L.O. ci .z. Zj. OPP. \\ ,,O' 2' // 2' -"-2' �L 2' ) 1 E �� �� \ ;N N JJJ ko n n a N �0 /y��v\ 042 2 3 3 0 / ��� ♦ 0 z l='] 2 / \ x 401 x / / \ \ 2 N Z o O O Q p1 O O 0 4S2 \ N - N / HpP 0 • N .4V d J N N 1 1/4 3 2 w oL.31a © `� 4J2 - - 52 453 0 1- C DPP.402 z -" z o = 1 Fa / (IPP \ / \ d 10 W Omni O O ® O O ) f) ) m o L_ o a o \r-p, ce n n J t ®© e© O l7 Q N (�P. N \ \ 01 7 I-11111111111.111°. 1.1 �v lI ' i /•�� a ®� I 1 ce - - \ \ -\ PROJECT NO, ...[U N DRAWN DATE - R F I 13TH 10/05/1£ 17 18 }' >` }; )I SCALE 1/2' 1'—O' ARCH./G.C.: VERIFY ALL INFORMATION 'RAVING NO. AG-451DT(2" X 4 1/2') AG-4510T(2' X 4 1/2") SHOWN INCLUDING BUT NOT LIMITED TO ' ARCH. REF.: S11/45.11 ARCH. REF.: S13/A5.11 GLASS TYPES; DIMENSIONS do DETAILS. SHEETRECO: (1) THUS REVD: (1) THUS ,z fl- u z 0• c 0 J a a 0 I- CI E 175 ' ' ' 283' 1'-5' 189k 1 / ROUGH �jOPENING / / ROUGH OPENING / / ROUGH OPENINGLA / 1 c � FRAME SIZE �1.1. FRAMEleek c4 J, SIZE �i, ,� FRAME SIZE � rc 1' 55k 56' 55' 43' 72' 40' 72' 43' S9�' 61 S9 ' a A2' ..,/- --AX-2'2'-79 r —A.,'—A.,' /I' a r n �2' S D.L.O. D.L.O. D.L.O. D.L.O. D.L.O. D.L.O, D.L.D. D.L.O. D.L.O. DLO. D.L.O, =2' 2' y7L 2' -2' -AY-2' yyL 2.2.7� 2' _ 2• -At-2' Au ry N .-NI a W \ \ © 0 0 0 0 0 © 0 \ O. P O N alJ N G N N A o W (\//5'1\�/ ,. r Z �C1 ® O 7 ; O ® O O qO O v ® O qO N r N n = m N J Y W V, p / G Z C\ CPP OPP. -.. l� Z o O O O 0 O O O O O O 0 c o 1 1 1 1 1 1 I 1 t 1 1 o a N q 2 2 N C- COIw \ \ --lit /DI - \ \ V 1 rn / 1�' .' / 283' / / 1111)!: / iu -iu // Q N N ROUGH OPENING ROUGH OPENING ROUGH OPENING ` a c E / 174}k' / 2• / 282' / 1 2. y 188�' / 2. :. J t FRAME SIZE FRAME SIZE FRAME SIZE 'wJ u in 55k 56' 55' 43' 72' 40' 72' 43' 59�' 61 • 59i' in v m ,, 2' AY A' A' 1Y 2'2' 2'2' 2' m N D.L.O, DLO. D.L.O. D.L.O. DLO. D.L.O. D.L.O. D.L.O. D.L.O. D.L.O. D.L.O. .5 N DOOR OPENING DOOR OPENING N W N -AV-2' -pA=2' -2• �A(-2' Be-2' 701-2' -API 2' - 2' ii CO -N N N �iIV Sk CJ 0 0 0 0 0 0 0 ' 0 0 0 0 A 0 \ \ � N OJ *VI U/ N N O > 7 J l] W ` 0 0 0 0 O /��\ lZ (D I�f�.3\./.�;O Z O O O O cn \ �/ s �I T �s - ts P S P QAnk 0 0 © 3�/`\ i 2O ;_^V /= O _ o 0 O Al y Z) v N o DJ j '` N q iu -�3Gl— 0 // \\ Q // `\ Q �'/ e ‘y` + '^ a o) a Y �• N Ai // \\�(,F N /El / \\..(J(Jyy'1lppyy''F �_ CWc. f ?� 0 0 0 O �\ ® r O 0 0 0 z (� p) o W 152 /53 453 Ali i cc) -It '� a I ( 'PP \ NM ( ) /01 m o C 7 a ) Q ( N -�u N ,r,a, E ©\\ L✓© 452 a ) C��-'i ( N ..} I`�1 coi=z) % ( c c 19 (2 X 4„z) I; N l; I i L JS II Ii ARC,.REF.: r2/A5.,, AE7o, (,)THUS , CLucTuR 5 ��E PR p ppFSsii 0, ,billIPPIP- 5 o{ ,J u.1 2 / .�' re PROJECTND. r a SR ON DRAWN DATE �CyJ9N Zp��C� 13TH 10/05/1E 9 Q 8, SCALE osno,zo2e oaa ��-. DAUBE�� 1/2' = 1'-0' ARCH./G.C.: VERIFY ALL INFORMATION DRAWING NO. RENEWAL DATE: 12-31-2019 SHOWN INCLUDING BUT NOT UMITED TO GLASS TYPES; DIMENSIONS do DETAILS. :SHEET' -nA N 111' 111' 111' 111' ROUGH OPENING ROUGH OPENING ROUGH OPENING / ROUGH OPENING a . rc a 110' 1 110'=NE 110'IIIIIMMI / 110' a • 2� i. �• FRAME SIZE • 72' 32' 2• " .EE= 2' 2' i 2• 2' -• . 2• 2' 2' u . D.L.O. I DLO. n D.L.O. I D.L.O. DLO, I DLO, D.L.O. DLO. a / ' \ ' + \ / • \ / ' a .av iv .• 2' -IN Cu . 2' =4v iu 2' -� Cu 2' H \ y [ 0 1 1 l`_l 1 o Q Q 1 1 e y lU N N N J N q N N q N q l7 N \ © O l7 N © O l'1 N \ ?-1..)3 O N © © O ® i W N W N W N 2 W N W H lV q ® 10 ® W N (V q ® �5�' ® P. Z N N F] 5 O (z'.,.a ® W N N O ® �1 =a a ci) OPP. a IlV OPP. a \MT��/ DPP. a y \7G1/ 1 La .. a m W fU \ m ci m •W Nm o m W•N �' \ m m W N \ \ o x °� s Ql Ql x z \ _ m f 0 x ¢ © Q l7 o ® L7 11 e . q 7 W N J 7 W N J W N J ® 7 W N Jcq CZ N q C N q a' N q K N q G ,. d ® OPP. a o - 0 o ® OPP. o N 0 CuJ JN \\ J a J p q O O q O OPP. o q O j piO DPP. o CuCuN CuJ J J /^ N q ee N q 00 N q 00 N q 00 v' \ \ \ \ \ \ \ \ \ \jv KV Cr) rn .{U < c N AN ..AN N O ?0 II 21 122 { 23 + -� 0-4510T (2' X 4 1/2') AG-4510T(2' X 4 1/2') AG-451DT 2" X 4 1/2') AG-4510T(2' X 4 1/2') c+1 N In RCH. REF.: s15/A5.11 ARCH. REF.: S1B/A5.11 DPP. C 4C". REF.: S1C/A5.11 ARCH. REF.: S1C/A5.11 OPP. 0 co E !? ❑ A. CATCEO S". EO'0: (5) THUS REO'O: (5) THUS �: ':' -'�) THUS �+ c fla ¢ n+ a r REVD: (1) THUS -5 N 5 ,c,�Ep PRo ' <' tt CO ti� . f0 W in `� y ro ��/� �• 06110 2020 _ DAA C on-E Ur ,S,CI NC E`S,INEER.: E+ as' 85' �� • • •R ON - -_ 111' 113' Z ROUGH OPENING ` / ROUGH OPENING 1C' ,LO0'(,. ROUGH OPENING / cn ROUGH OPENING 84 J1 84' j 9F(� 0 81 EN��. uo' 1 112'• N • 2� I FRAME SIZE` DA UQ l'� ! FRAME SIZE 2• FRAME SIZE , 46' 32'lc RENEWAL DATE: 12 31 20)9 72' 32' 74' 32' 2' "MN= 2' 2' // f,:.. ,-- ,y 2' 2• i 2' D.L.O. I D.L.O. n DLO, D.L.O. /\t OLD. D.LA. DLO. D.L.O. 2, , L\ 2' j �-.�-N 1� 2' N 1 I 2' Q ll ,.{ll Cu ....Ku Cu © O i d O e O ) O O Oe O J j 0 iu ' /NU - ' N N q N 1 Nct N itt,t N 1 N • I •1 1 ® ` , L7 / © O l7 © O l7 / O O L7 G Q O o t N c /� z oR y N G ® 45J ® W NN ® �rici 4S� ® W ✓Ni N q N ; ® qm NG N DPP. a Teri \Tr/ a V ? • a N 4 in Ew cc, t i 1..........riiiilowHil' ii. a N O I © =WI O IX N J =O CC N J ; =O 4 N J a. q rY q ® ce q / ® ce q Oi OPP. C] O O jU ,p J N J N J I Cu < J Q ® O \ a F7 @ ® Cl v Q' O ® C] d A O OPP c N J Cu J Cu J 1 N J N N (xiN r ee ee ee 00 u q q q ' q \ \ \ \ \ \ �L \ \ 1 -a•Mira ` PROJECT NO. ...�u 'Ai .-1[U N ..R1 !U 1 .-A11 N 24 25 26 il27 I10/05/lE 1G-451DT(2' X 4 1/2") ( X } AG-4510T(2' X 4 1/2') ( XAG-4510T(2' X 4 1/2') ( 8Sl AG-4510T(2" X 4 1/2') f Si 31 ell .RCH. REF.: S2A/A5.11 ARCH. REF.: 52A/A5.11 OPP. ARCH. REF.: S1B/A5.11 CPP. ARCH. REF.: S48/A5.11 OPP. 1/2' = 1'-0" iECD: (3) THUS READ: (2) THus RECM: (1) THUS REV'D: (1) 'THUS ARCH./G.C.: VERIFY ALL INFORMATION SHOWN INCLUDING BUT NOT LIMITED TO GLASS TYPES; DIMENSIONS & DETAILS. " ' 1S 7 _ _ _ _ • 113' 49' V.I.F. i ROUGH ❑PENING ROUGH OPENING c a 112' 1� 48' `, FRAME SIZE 2 FRAME SIZE , 41' 41' 41' CC R.O. R.O. R.D. 2' -0, 32, 0/ 74' .d 2' 2' • 44, r 2' .. /� D.L.O. D.L.O. /� D.L.O. . 40' 1, 40' 1, 40' i : `\Au iu -2, 1 FRAME SIZE 2 FRAME SIZE 2 i. 1. FRAME SIZE W w \ \ , Y - O O 4,11 No 'co Q 16' D L 0, lO' A 16' D.L.O. A I6, P.L.O. 16, N J ® J la .. N 21 c iU -+v ~..00 0© .au "� 0© -in1 "� 0© x �[i11�:i� t3r1�[ii, wily 3 ® IAO I:j 0 n p `� N \A ® O 401 DPP. d J N Cr) u N Jpw-`• ©�I �.v V N FI`� li____0_1 'v u Gl N N G7 N F n = m i N \ O O cn m a cn O W N t.1� �rl� OPP z N / OPP Z �•.� IJ I i 0 u q ® 31 ' ® ® - 0 VI �; � I� v1 o e rn 0 ��� ( in O Zr `� ©lIO IF© • W N .- 7 N 1] P i�� o DPP. OPP. u re vm D a vm q V I - [ �••. l' __��� Vail 01 ©�I IF© a N v '� ® 3 1 W e a = L_ 17 q 4 1 I .ILUIFLAW-j II�� a � I 1'P. ♦I N o O `o O 88 4 t'i��\II ©Q Il�II ,r•. a FQ Pc o� O©© Cl) V/ rn v' 0 "N fU --N N Au () l7 • rm Q 075 28 29 30 31 32 -.1 JI r J AC-4510T (2' X 4 1/2') { }{ } AG-451DT(2' X 4 1/2") 1{ }1 T325 (1 7/8' X 3 1/4') 7325(1 7/8' X 3 1/4') T325(1 7/8' X 3 1/4') m o in ARCH. REF.: S4C/A5.11 ARCH. REF.: 56-14/A3.13 ARCH. REF.: W1/A5.11 ARCH. REF.: W1/A5.11 OPP. ARCH. REF.: W2/A5.11 ro N REV): (1) THUS REO'D: (1) THUS READ: (3) THUS c -,0., ,o-E-. REO'0: (2) THUS REO'D: (23) THUS �/ -5 t0 C Ta. R a„ LL m 5a ,9CD PROFt- 06 10,2221-, C AA c;T-7_'2:'t,_i'. 9 W ti`'S \ G1NF. sra > N / 7 j' 4"z _ _ , c . nec[ 3• 41' V.LF. R.O. .. •R . ON 40' m 49' 1 ✓, ✓ (b �• FRAME SIZE , 41. ^; t�No 11 R.O. 0y9�� Q$1 '2 ��Q� 361. 1 R.O. } 49' 2. FRAME 48'SIZE ` C I. DA Ue�' (.,.�.•..-..�37—- A L�� DL.O. 1 2� FRAME40 SIZE ,) f R.O. z 44,' 'RENEWAL DATE: 12-31-2019 R.O. "m © 36i' -, 48' A 17. D.L.O. 1 1 1, 36' 1. Iv 1 1 D.L.D. lO ) © ( FRAME SIZE 6 (, FRAME SIZE 2 o O1 44 -av r� 0 ) �' 32 a a -<u rim © YJ C 1 ' 1 ' tJr D.L.O. • •o O I D,LA, i , �0 I 1 ° o @ • r�m 0 o cu © ..:cU rvm © z o„Iv -I•�'+ ( C \ 4iI 4iI [i� " N w in a o TC) _ a I c' 7 itk W AN = r VY VY1••. W NFI V-�i O N VY0 o 0 : a o "� © © In 1!1 W J I vo I .4 J W J ��. �. _ ¢ v a � [41��••. s c _ x v c3i:::: 1 7 DPP. o al © a • I:X/ii1 vio 1 ce I w, I L,,44„,„3„, wia„,w \ \ A \ \ • , ....billiPP' .-U r-�m -:U rNao -'J r CO .�N r'm w iN rm a a 33 34 35 6 37 PROJECT NO. 1325 (1 7/8' X 3 1/4') T325 (1 7/8' X 3 1/4') 7325 (1 7/6' X 3 1/4') 7325 (1 7/8' X 3 1/4') 1325 (1 7/8' X 3 1/4') DRAWN DATE ARCH. REF.: W3/A5.11 ARCH. REF.: W4/A5.11 ARCH. REF.: WS/A5.11 ARCH. REF.: W5/A5.11 ARCH. REF.: W7/A5.11 13TH 10/05/1£ REOT: (1) THUS REO'D: (1) THUS REO'D: (4) THUS REO'D: (6) THUS REG'0: (13) THUS SCALE 1/2' = 1'-0' ARCH./G.C.: VERIFY ALL INFORMATION DRAWING 140. SHOWN INCLUDING BUT NOT LIMITED TO ; GLASS TYPES; DIMENSIONS & DETAILS. ::::SHEET i 41' 41' 0 R.D. R.D. A 40' 1 40' AINiiIl iY I 1.'±C.i. u. ' FRAME SIZE 2� 41' FRAME SIZE , 33' . "„i6„.' .L• 36 7 R.D. 361' R,D, lI 61 ... 02.cLn_i . Arkr n I6, OLD. Ie, 1. 40' Q I D.L.D. 16' 1. 32' 1. ' • \ 2 FRAME SIZE 2 1 41' 2 2 a .-,N Nm © 36 ' .iN r� 0© R.D. _ 0 1 • . ,�• A w 1 D.L.D. • 40' 1 1 D.L.D. 1 ' a ,1 o •• b Q FRAME SIZE 2� d N J-2Y Q I:IU -1-v Rim N A N Acu A© G N 36i' -RV �iJ►�ti,► 1�• 16' [:T► 1 .�. • /� .�. l7 O ll l7 O 0 O 0 W Z .IV. N A i']m T"''� V'A� C]�# f©,'- Z J-iY f©',. .-iR1 r� 0 J.�Y V'Y © VY P 0- N Wes . Z V'A� d Q VY 0 p �a��� �... ` 2 V1� 0. O m W ��. T O m ��. n T Z N O a 0 u_ �� T ■;��� 0 Z W 'N J �v V1 O Y m ``� _ o �I If`,D�. A ©11 IF© = a o A 0 �1•P. R La v/ rn �/' CC .40.1 .:N 1:0 • • .:a rm .0 I:,m o 38 39 40 41 42 - g T325 (1 7/8" X 3 1/4") T325(1 7/8• X 3 1/4') T325 (1 7/8' Y 3 1/4-) T325 (1 7/8' X 3 1/4') T325 (1 7/8' 8 3 1/4') 0coo oN ARCH. REF.: W8/A5.11 ARCH. REF.: W1A/A5.11 ARCH. REF.: W8A/A5.11 ARCH. REF.: W9/A5.11 ARCH. REF.: W10/A5.11 m N REM): (2) THUS REO'D: (15) THUS RE0'D: (2) THUS REOD: (2) THUS REM): (1) THUS .5 I re zaI ERUCT UR > � / ROUGH OPENING G������D PROFESS a 280 a O� m d, FRAME SIZE d• ///+/ %' �/ N 45' 72i' 32i' 72i' 48• ,.._--- 1 D,L,O, r D,L.D, O' D.L.D. .A/ n.L.D. ° D.L.D. '� I �• •R ON DOOR OPENING 3 DOOR OPENING ,t 1 �� c vm el." yid-1 ' 7a� 7'1 ' 1d 13, vro- vm 0yq 9I 08 'LSO R0 t d \ \ \ F4�. DAIIBEN� Q C 5� ® ® !c) 6ry a aRENEWAL DATE: 12-31-2019 1.o I' `I� J ® �.�r \\ 4 ® � � ® � ❑MAKE CORRECTIONS NOTED Z C.' . O O 2 O :R-1;1:1; Z F-1 �/ \� $D1 �� � N Z n WREN SE AND RESUB MIT — LJ Z fF IS REVIEWDOESR EVE C N R4 OR FROM COW IA.CF- (/� NI Hf NIS O f-= R NqND PE ATICNSa45 ® 4 5 4 ® z Am c rvlsR� oR v RAi coy oR�nr;cF v,liF r cFslcNO OW C C R Ci aND nuCf N iH� �v u a S A • 1 SS1 ® 551 551 551 ® Z o O= IN ORMn,oN ,i iFN I� Eco.::„NET/Arl,CO3..::: OCAS cnN R,a�T R ' � CrO � P. � / � W a � I F P'Jh519L FOR CI�IRM'�vJ RR UG LL OLANi'i'"r$ ' 'O ( C �. co O L_ a DI EN_C s sNF010NOR oNR. ND1.-(11111P' fY _ �' m AEU CTh,.5 A O A 4.COON RT NT IN TA FT AND /1f1® ©O ® ©O ® Q RF FACC RHD=i ANC FFRFC0. IN 4 SniE ANfi 41 `� 1-4i CRIMM RY MANNER AN o A �06/10/2020 DAA J.1 \N\ ��\ © I DATE CATCNA CONSULTING ENGINEERS BY F------1..IN i, T \ \ . . 1'ID N (W101-1) �yy,y� PROJECT NO. 4 3 DRAWN DAZE 13TH 10/05/1E A-450(1 3/4' X 4 1/2') I I. SCALE ARCH. REF.: S13/A5.12 REO'O: (1) THUS 1/2' = 1'-0' '-'7 AARCH./G.C.: VERIFY ALL INFORMATION 11RAVING NO. SHOWN INCLUDING BUT NOT LIMITED TO - GLASS TYPES; DIMENSIONS & DETAILS. SHEET (17 I N 85a' 316i' V.I.F. j ROUGH OPENING / ROUGH OPENING / % 85' 3156. ' / FRAME SIZE / ' 4 1'i' 4-• 4�' // 21 42 /*/ 72' F, 44 /?' 72' �, 48 1 a a D.L.D. D.L.O. D.L.O. Ai D.L.O. DOOR OPENING D.L.O. DOOR OPENING D.L.O, w I 1mv ii. • ,.„o- -701-1.i' -7444 sal -1 0i' -et-1i' --df-- .4li' * A03 . ® ® ® ® L 1' 1 ® 4) '® j ® v 0 5m o ® / `\ ® ® / \ ® a tp `� O O Z `d O O O _ ..a. _ Z m Liz ® ® w 3 ® 551 551 551 5$1 551 C.514 51 ® W h a Cr- W m d t 551 m = m o anr. 0PP \� ( \) m o m x m x D o P• DPP. c d K \ 0 ® \ Up A CX C �� 3 •• 3 ' c9 d • 502 T 50 • Cr) o EZt rrm iv - riim iU CMCD (N101-1) Cl) 44 f 45 JR A-450 (1 3/4' X 4 1/2') I H f{` A-450(1 3/4' X 4 1/2') - H 1 F 9 f /w ARCH. REF.: 511B/45.12 I ARCH. REF.: 511/A5.12 V N REVD: (1) THUS REVD: (1) THUS y N N ii� mu) c+1 Wes m J 8' A M3 Z 286' a' / ROUGH OPENING / N 285i' / FRAME SIZE "' 1 34k' 36. 39d' 40i' 40i' 40i' 40a' I 1 " /Y A' A' A' A' .o' 1i' I D.L.D. D.O. D.L.D. D.L.O. D.L.O. D.L.O. D.L.O. ti:�`1 "Q1i. 1i" 1i" 1i" _7g[_Ii• ( I ® € ZW Z W =i q D O kiz�, FJI F;7I 1n,o O -+r All C] 0 SY. © 0 •rya d vim 43 O CO x m i m q !;j/ __ Ftl► E;j► m o �m f m x =O W Mf3 O W irk .-illillHMilPPP''j \ \ C Ell \ \ \ q f'IRU N EIMED W PROJECT N . 4 6 11 F DRAVN DATE H H H H E ARCH. REF.: 512/A5.12 SCALE1 RECITE (1) THUS 1/23TH' =1 1,-QD/D5/1f' ARCH./G.C.: VERIFY ALL INFORMATION 151AWING HD. SHOWN INCLUDING BUT NOT LIMITED TO GLASS TYPES; DIMENSIONS do DETAILS. -PILL! ,2 n - I-I-I-1-1-1-I-I---I-I-I II—I—I—I-1-1-1—I—I—I—I—I—I I—I— r` 3 1-I-I-I-I-I-I--1-I-1-I -I-I 5 I-I-1-I-1-I-I-I-I-1-I-I-1 �I-I- •. -I-I-I-I-I-I-1-I-1-I-I-1--I-I- TITITITITITITITITITITITIT TIT I- I _ 1-1-I-1-1-I-1-I-I-I-1-I-I--1-1, = '•' ° HSS HEADER WHERE ', 1-1-1-1-1-1-1-1-1-1-1-1-1 .1-1- •';‘;- a 11111IIII1II--I1-I I .J`_ 41 K I T-I-I-I-I-1-I-I-I-I-I-I-I I-1- 2� o -I-I-I-1-I-I-I-II---I-I- - -: OCCURS, BY OTHERS I-I-I-I-I--1-1-1-h1-I-1•I-I-1 H -I-I-I-I--1-I-1--I-I-I-I-1 '•, III U C T U I-1-1-1-1-1-1-1-1-1-1-1--1-1 .-_i. 1-I-I-I-I-1-I-I-I-1-I-1-I I-I-II . - - R T-I--1--1-I-1-I-1-1-I-1-1-1- T4111 S 1' GLAZING AS REQ'D h ��p PROFF q < I-I--I-I-I-I-I--I-II--I-I �� S a I-1-I-I--I-I--1-I-1-I-1-I-I (SEE ELEVATION) -1-1-1-1--1-1-1-1-TITIT--1-I I " C « •.` / VTLTG GASKET N. G 1 N sf V. L c - (BOTH SIDES) i 4, 'S) OZ w \ \ is ?i•di• in:* -s ., • c a �t / ]� 1'!' a -+N 71.\ ::: .••�a•d ���� .••••• 1/4' SETTING BLOCK / BACKER ROD /�71� _ _ •, 4:-•_• V. & SEALANT I�� c/ �• - \ OREGON ' ,. UCH13251 ANCHORli , ,i` ...•(, TG213D HORIZONTAL�` 3„A J q) / Y N TP200 FILLER P G �+ �L ��• TG213ST GLASS STOP ICI �y9'9�, 081 el - d ah ����111( �l N ��J. DAUBN. 6.4.202C j W TG203D HEAD I (� `�J �I RENEWAL DATE: 12 31 2021 r V �J� p, El Z TG213ST GLASS STOP 1 \'\� _ J�/ \ 0 VTLTG GASKET '• 011 (BOTH SIDES) —' o - (1 - - -- _I Z RE ILNLD ❑.weL L h _TICKS NUI=D 0 1' GLAZING AS REQ'D ci 71 r c 11e n e<v a An r (SEE ELEVATION) ' ` E , ,,-,E w in O 4h' 1 6' LONG ARCADIA c UCH13251 ANCHORNCHOR CLIP / V -.�s w-�••�> f0 EACH SIDE OF EACH 06,102020 DAA . 0 MULLION AND € 30' OC .a:E CMr_vn CONS_'.-ING Fua.'F-Rs 9: a 0 AX SP' IN B TW EN 'a) ENn HEAD ® PANEL SELF #12 ( POINT) HORIZ. MULLION 3 Ceco NN AG451DT (2" X 4 1/2") SELF-DRILLING SCREWS AG451DT (2" X 4 1/2") co u o ,....71.) � ARCH. REF.: 1, 6/A5.22 AT EACH CANNEL CLIP, ARCH. REF.: NONE LLI ARCH. REF.: 1, 6 k 21/A5.23 Q 2' SCREW SPACING. rn iO J 8 4i' (5)- #12 SELF-DRILLING 44' SCREWS € EA. MULLION Z 1' GLAZING AS REQ'D SPACED 2' DC. PROVIDE °' (SEE ELEVATION) A➢D'L SCREWS € 12' OC 1' GLAZING AS REQ'D SEE DETAIL 2/401 FOR N BETWEEN � ( (SEE ELEVATION) ANCHORAGE INFORMATION VTLTG GASKET (5)- #12 (#5 POINT) VTLTG GASKET (BOTH SIDES) SELF-DRILLING SCREWS € 00 (BOTH SIDES) EA. MULLION SPACED 2' d 9/16' SETTING BLOCK OC. PROVIDE ADD'L a 9/16' SETTING BLOCK u ` SCREWS 2 12' OC u W , —\ —"I 0• _ I 1 BETWEEN M N o ¢ TG202D SILL Trif -1111/1:4*.411111' N. �1 Lai a ¢ TG202D SILL / 0 TF451 SILLLCAN 11�/ ���,,1\1 ANGLE C ALUMINUM B• K j NTP200 FILLER / /(ll ANGLE CONTINUOUS, / �\\\�1 ..� TF451 SILL CAN A1N111'11 \ce SHIM, SEAL & I"� _� /� / SHIM, SEAL & / \ WEEP AS REQ'D J k� Ig ��� A WEEP AS REQ'D A ti, 1IIIMIII Elimmimm /,_10* �.�. \ \ V1 I / - ,!,r i` a �� 1 rr.w... Aiirp#A 7. ., __ ,, __ r.„.::,,:. _-__= 110 ip u........spp"mil 4 IF P ___ ., .„ HSS SILL WHERE I . . . ,_ 1 1-1-LIFT-I 1 -I-1 "-OCCURS, BY OTHERS 1-1-1-I-I-I-I-1-I-1-I o,•- sl -__-__ ._-__._- -' I-I-I-I-I-I-I-I--I-I- 1- -.1- � -I--I-1-1 1•I-I-1 I G il 0 / ITITITITITITITIT-TITIT ,-? ce F��.A� TITITITITITIT TITIT 1;i a i •,_'^/ -I-1-1 --1-1-1 i-i-i �_;„' PROJECT 1®. I�1�1�1�1�1�1�1�`1�1� I-I--I-I-1-I-I 1-I-I II����----�—}---I�{�--�- p I-I--I-I-I-1-1 LI-1-I 1 171717-Y7171 1711 �•.;,'-'- TITIT7171"7 - ITI•ITITI I._,_ DRAWN DATE • T�T�T� T�T�T�T�-�T�T� _. _ ARCH,/G.C. - PERIMETER CONDITION MUST BE 13TH 10/05/1 OF SUFFICIENT STRENGTH TO WITHSTAND ySCM_E LOADS IMPOSED BY GLAZING SYSTEMS. IN2 FULL SILL CAD PANELADDITION, THE STRUCTURE MUST PROVIDE SILL ® CMU SUITABLE ANCHORAGE FOR THESE SYSTEMS Iu 1a AG451DT (2" X 4 1/2") 4 AG451DT (2" X 4 1/2 TO BE ERECTED WITHIN SPECIFIED BUIL➢ING ARCH. REF.: 5/A5.22 I ARCH. REF.: 10/A5.22� TOLERANCESAND TO PERFORM AS DESIGNED. >�s1EET A n1 1 4 , I 1' GLAZING AS REQ'D J 5 (SEE ELEVATION) cy . VTLTG GASKET \ ;;::+ c of (BOTH SIDES) L Ii 1/4' SETTING BLOCK ) C T (j R w \ 6- ,9 a. 111, - - SEE DETAIL 2/401 FOR a \ C� �yED PROFF . ANCHORAGE INFORMATION a C� rS ~ �° T200 VENT a TG213D HORIZONTAL �c� ��,I N E:::Tb0P 4 cc Ce cb\ ); 1-: _ �= *. c, qti Lpo I/ i. TG202D SILL \ 9F� 8, EN�c TP200 FILLER 10- P pq�g 6.4.2020 iv TF451 SILL CAN �I�I�IIj u • TG611 FILLER in "J I I n SHIM SEAL L [bp. nyi� I 0 o �� RENEWAL DATE: 12 31 2021 1 WEEP AS REQ'D II z vLI a T200 VENTETI o tAll Z \ ®REVEY/ED ❑MAKE CORRECT \ \ - '- - W El REJECTED DDD ❑REVIS A!D REW3MIT _ w R E 'riRLEE DRAW P;r.,cc' .LAN.E Cr) �� WIiF'HE OLIR_fA J 5 OF iF pR? NEC1GS A SE EC FI('AiIOnS. 1 :,� N i- 7EJ EK S t OR:GENERAL GO fRfT NTH HE DR ON O CONCEPT OF THE F ANC GENERAL OJT PL ANC WITH HE J NFOR IO GIVEN F CONTRA,—NOCL .6 C.r,: IA q SR. ON PRE FOR CONFk,I,�A`.0 CRR ATINGA tCJA 1T!ES _.....,_....._....,_,„.] -;_7::i ' ANC J NSIONS ELEC.Nr PA PICATON FROCE S AVJ • 4 O_ fKF,I.,JcS OF CONSTRUCT C N.O9CRCIM1A.NG'-EIR WOR<wI'H Y 1 J AL J RE TRPDES.ANC r'ERFOR?HSG THEIR Y.,CFN IS A SAFE AT.I C SnISFAgORR RFANNER m I-I--1--1--I- -I C 06/10/2020 DAA I-I-1-1-1-1-1-I I- a o DATE GALENA CONSULTING ENGINEER$ BY I-I-I-I-I-I-I-1- I-I r : co I-I-I-I-I-I-I-I- i-I i•.-` 40 N HORIZ. ® VENT (3SILL CAD CMU 1AG4510T 2" X4 1 2" A 2" X 4 1 2" I-1-1-I--I-I-1- T-I _ I- ( / ) ( / T-rrrl-l-I-r T-1 ARCH. REF.: NONE ARCH. REF.: 5/A5.23 T-1-r1.1c1-r.l- 1-1 _. _ / x 2 1 4 ' 1 J 13, I ) \ o elmZ Y a \ SEE DETAIL 2/401 FOR 0 ANCHORAGE INFORMATIO w F- Lino T200 VENT I. NI > u�m TG611 FILLER ti, Z E 3 Wwo = TG202D SILL TP200 FILLER J }aTF451 SILL CAN IT 'gUUa11'10 S /� SHIM, SEAL I J . 3 / ' \ WEEP AS REQ'D - L-' \ \ — — — �L./ A-'1LUI - A FE ,'"•,I ,1"4 1 ) PROJECT NO. :I'• -, : DRAWN DATE ARCH./G.C, - PERIMETER CONDITION MUST BE -=. 13TH 10/05/1 ,I ti..a} OF SUFFICIENT STRENGTH TO WITHSTAND nT-E ::::272/) SILL © PANEL I ....-:,.- ARCH. r4� NOT USED LOADS IMPOSED TB GLAZING SYSTEMS. IN FULL ADDITION, THE STRUCTURE MUST PROVIDE AG451DT (2" X 4 1/2") ` I T~ ,� SUITABLE ANCHORAGE FOR THESE SYSTEMS �ORnvrNO �' __ __ __ _ TO BE ERECTED WITHIN SPECIFIED BUILDING i TOLERANCES AND TO PERFORM AS DESIGNED. • ' T REF.: 5/A5.22n I I I I I I I I I I A ,:. / ARCH. REF.: NONE A n L' GLAZING AS RELIT -� j IECE�EE fl RE�sE.,moo v=sus^w� (SEE ELEVATION) 1 1 •eS RE::En 00E,No,RE.e.E 00,ruao4.'3' c-MEu.[+C, r- xE E.. o E 00A A r 0 AVO SE _ VTLTG GASKET ' ° 04 `E E' C T L/� > E I �.c E o e o f E4 co c (BOTH SIDES) 50 El C� 0 R 9 AND E G E 3 0' P40 E E ��ED P"Oi o 1/4' SETTING BLOCK ,� 4L ,',,.E .•l �� J "_O E ES i P_ G'11:4 nc4 S [Alf ca TG221BT SASH BASE ! / I -:[0_ P �c�� \G I N F sf O6/10�2020 DAA TG221F SASH FACE J / (v/' / 7 17 f L.,UA-E CAEENA CONSUIEING EM1GIVEEP` SC %% _, TG245 DOOR HEADER - 44' \ r r.a rc !' GLAZING AS REQ'D 3 OREGON 0 0A (SEE ELEVATION) ��'S'J9N ,L��� , N E150MOD GASKET 9F!�. DA UB����6.4.2020 re E260M0➢ GASKET a DS001 GLASS STOP _ - a m �\ RENEWAL DATE: 12 31 2021 \ \ .j DRB811 RAIL FILLER W DRB810 BOTTOM RAIL a as Z w o Z M NI a_14.1 N n 0 w s 1.3 � UCH2O1 DOOR STOP T' W/ WEATHER STRIP /\ V� N . -=.m z N COv/ - NCO d in C)0 K ] m o c a t o Z d N 31430HVY TOP RAIL z .z. i a_ o w y w N E150MOD GASKET o w o .5 N DS001 GLASS STOP r D ce oo o m E260MOD GASKET I� o �` a o W Vj o rirr 1' GLAZING AS REQ'D IL, mall ` e \ \ (SEE ELEVATION) mi; —IN 114 = Z DOOR HEADER c V N AG451DT (2" X 4 1/2") 41. � ARCH. REF.: NONE / 221 / SURFACE MOUNTED \ \1' GLAZING AS REO'D �- DOOR SWEEP Q (SEE ELEVATION) I^I \ DS001 GLASS STOP T407 y C E260MOD GASKET THRESHOLD 11 31432 MUNTIN RAIL DRB811 RAIL FILLER �\ E150MOD GASKET h -` \ \ \ -- a v d "v ill e . I'a 'd 9 LI Z < Z d a ° a 4 d • sO III a e I 0 • v • e a PROJECT Na tillilliP. • DRAWN DATE \ ARCH./G.C. - PERIMETER CONDITION MUST BE 13TH 10/05/1 OF SUFFICIENT STRENGTH TO WITHSTAN➢ .SCALE LOADS IMPOSED BY GLAZING SYSTEMS. IN FULL ADDITION, THE STRUCTURE MUST PROVIDE DRAWING N6 ::-:-;22,) DOOR MUNTIN 3 DOOR © THRESHOLD SUITABLE ANCHORAGE FOR THESE SYSTEMS TO BE ERECTED WITHIN SPECIFIED BUILDING WS512H0 WIDE STILE DOORS W5512HD WIDE STILE DOORS TOLERANCES AND TO PERFORM AS DESIGNED. ;SHEET ARCH. REF.: NONE ARCH. REF.: NONE _ A n 0 H g i r1 1 � HSS HEADER WHERE u i I , (,� OCCURS, BY OTHERS Q V I./ I j z G T [i .51 \ \ 'I', d l--- �J ti�'�� C�I N�c SSlOwet :.:27. : c� C� BACKER ROD �'��; �I / - / i /` 6 SEALANT '�I i UCH13251 ANCHOR 3 OREGON a M iu TP200 FILLER f J O� , LA w I� L r -I ����J.DAUB N��6.4.2020 w TG203D HEAD I �.. TG213ST GLASS STOP 1" RENEWAL DATE: 12 31 2021 , G 1 c VTLTG GASKET (BOTH SIDES) d o I' GLAZING AS REQ'D Ci) N (SEE ELEVATION) V'^ h ®REVIEWED ❑MAKE CORRECTIONS NOTED CE ♦ rn 1 F I n REJECTED ❑REVISE AND RESUBMIT [I i1115 REVIEW DOES NOT REL.EVE CONTRACTOR FROM COMPLIANCE WITH THE R_QIIIREMEMS OF THE DRAWINGS AND SPECIFICARONS. 4 I SEE DETAIL 1/401 FOR Y X THIS REVIEW 5 ONES FOR GPn ERA'.CONFORMANCE WITH THE DESIGN ANCHORAGE INFORMATION CONCEPT OF PIE PROJECT AND GENERAL COMPLIANCE WITH THEEl urIE INPOF,NARON GIVEN:N THE CONTRACT DOCUMENTS.CONTRACTOR 0 I 15 RESPONSIBLE FOR CONHRMING ANC CORRELARNG ALL QUANFTES 0 Q_ 0 AND DIMENS ONS. SELECRNG FABRICATION PROCESSES AND LY CANOPY IECHNIOJES OF CONSTRUCRON.COORO NATING THEIR WORK WITH y N \\ C� ALL OTHER TRADESN AND PERFORMING THEIR WORK IN A SAE AND 1 HEADSARSFACTORYMANER ) 06/10/2020 DM AG451 DT (2" X 4 1/2") DATE CATENA CONSULTING ENGINEERS BY CO it ElARCH. REF.: 8/A5.57 W Inv tn g 11 42' M Z 1' 0 GLAZING AS REQ'D a:G (SEE ELEVATION) VTLTG GASKET o (BOTH SIDES) SEE ORAGIL NFOR1 FOR O▪ 9/16' SETTING BLOCK ANCHORAGE INFORMATION Lo w w m 1F�IFIII\1 I L fr� .`TG202D SILL � _ _f 0 a TF451 SILL CAN Air tiT 1,SHIM, SEAL 6 I` �I lI WEEP AS REQ'D ,1_� Ly$ •Ziru ' 1.-----L. MTIT---1111.71,W11111 AllailL pp I.E./ s: , ,, ...Awl,op.....? 1......A.. // '■■„' • Mill1 HSS SILL WHERE '■..,Is r II OCCURS, BY OTHERS ,,_ 4i I ,.N■' `,,tl J , it ,M.■,` r 1' ,l Q PROJECT N6 �� 'II■.1` I, 2 DRAW DATE A r ,- ARCH✓G,C. - PERIMETER CONDITION MUST BE 13TH 10/05/1 OF SUFFICIENT STRENGTH TO WITHSTAND -SCALE LOADS IMPOSED BY GLAZING SYSTEMS. IN FULL ADDITION, THE STRUCTURE MUST PROVIDE ;DRAWING 2 0SILL CAD PANEL SUITABLE ANCHORAGE FOR THESE SYSTEMS TO BE ERECTED WITHIN SPECIFIED BUILDING AG451DT .: 1/A5.57 X 4 1/2") ARCH. REF.: TOLERANCES AND TO PERFORM AS DESIGNED. i;..,3111 CT A n A 112' LONG ARCADIA UCH13251 ANCHOR '-,r.I CLIP AT BOTTOM OF DOOR JAMB HSS JAMB WHERE I =:;'',^' MULLION WITH (6)-412 (415 POINT) g OCCURS, BY OTHERS �\ W.- ,_a• SELF DRILLING SCREWS TO HSS. ; a ce I 0`•.,. OCCURS JAMB,ELEVATIONS. WHERE :'.' AI \ 1 OCCURS IN ELEVATIONS, ?'7,' u ,ct.0 C T UR 1 5 0111°.- I ts.—SI \ • • �gD PROFF q I: • �;: a Ll \ I I /l"� v ' I l ' 11 N 1111111�1'111.1 . D •\ I J OREGON o� A 4rNi.ik. .„ It ' k.-.._\. I •). rVT- \\ -1. DAUg�\`b 6.4.2020 •`t .,', • •`� `y• I - --4 . n i REN . AL DATE 12 31-2021 7. ■■■■■■■■■■■■■■■■■i .•.•. il- o G ■■■■■■■■■■■■■■■■■i, - v.. • ■■■■■■■■■■■■■■■■■li v . ■■■■■■■■■■■■■■■■■I L/' GLAZING AS RED'D •.•�•�•�•�•�•�•�• 1' GLAZING AS RE0'D\ ■■■■■■■■■■■■■■■■■I, ■■■■■■■■■■■■■■■■■I (SEE ELEVATION) - • - +♦.•♦•♦•♦•.♦.•♦• CSEE ELEVATION) K ■■■■■■■■■■■■■■■■■41 VTLTG GASKET ea.02020 DM �.♦•.♦•♦• VTLTG GASKET '/� rn ■■■■■■■■■■■■■■■■■I ♦�������1 �// (BOTH SI➢ES) 2 " 1 ♦..��.♦..♦ (BOTH SIDES) TG202D JAMB TG202D JAMB Q 0_ P•10 R TP200 FILLER r 1 2' D.L.O. 1 2' DLO. d o 11 / / co :so 2 FRAME SIZE BACKER ROD / / FRAME SIZE _ .� JAMB @ PANEL BKER ROD &CSEALANT / 3.., ( JAMB ® CMU & SEALANT �/ w N AG451DT (2" X 4 I/2") ROUGH OPENING AG451DT (2" X 4 1/2") / ROUGH ❑PENING m F ARCH. REF.: 3 & 8/A5.22A ARCH. REF.: 23/A5.22 A W :n 'L m I -2.,.. J � = \ SEE DETAIL 1/451 FOR .,, I .a. ANCHORAGE INFORMATION M HSS JAMB WHERE I ,' ".:1 ` OCCURS, BY OTHERS \ \ 41111111°' ^.�,' V4I n +.,`. TP200 FILLER N \ I j',.' TG202D JAMB • � TG202➢ JAMB `•''41 TG611 FILLER i'•,•' TG611 FILLER '� T200 VENT 1L1E 00 VENT \\ A I I \ �u 1 ' 4. r, mti 1t] \\ •...---,,, 1 _ ,slin :. 1 1 ■■■■■■■■■■■■■■■■■I: i•A£• ■■■■■■■■■■■■■■■■■D 'E;.•; ) .•�, ■■■■■■■■■■■■■■■■■I' .'-, . ■■■■■■■■■■■■■■■■■1 ., ... iiiiiiiiiiiiiiiii \ ���������� \ iiiiiiiiiiiiiiiiiII ������������� }} ce ce ■■■■■■■■■■■■■■■■■I )' 18' / i' / � .������� T' ' ' / PROJECT NC. 2S. / D.L.O. / 2i' / D.L.O. DRAWN DATE I` 2' VENT OPENING Ti SCAL13E 10/05/1 / /i\ . 2' / VENT OPENING SCALE 1 1 Y FULL 2' FRAME SIZE 1 FRAME SIZE DRAWING N0. JAMB @ PANEL BACKER ROD / C4-' JAMB CMU BACKER ROD / / 2 AG451DT (2" X 4 1/2" 6 SEALANT ROUGH OPENING AG451DT (2" X 4 1/2")� & SEALANT ROUGH OPENING ARCH. REF.: 3/A5.22 1 / / ARCH. REF.: 23/A5.22/1\ / T A 1 .- ., HSS JAMB WHERE a 12' LONG ARCADIA UCH13251 ANCHOR « '' l ' I •CCURS, BY OTHERS\ 1.^.�.',. CLIP AT BOTTOM OF DOOR JAMB g MULLIONINT) WITH G E SELF TH 5 POINT) DRILLING SCREWS TO THE A ii I JAMB MULLION. 4 r;Ii'l• -• I TG202D JAMB, TG212D WHERE \ ".': i I� OCCURS IA ELEVATIONS. 1 -:r.`l TG202D JAMB u riii I I I !f _ _ — TP200 FILLER o g4rla _ _ :_L• 1W/1/�` TG050 DOOR STOP VU . 1 ♦ W/ WEATHER STRIP a W K aa- �tu1 4, Ikrl■ 1' GLAZING AS REQ'D /' (SEE ELEVATION) . a. .4- . /♦� DS001 GLASS STOP ( /\ !-- ("] ,_.� E150MOD GASKET a_ r.l ( 41 ' '.•.• f.._• ? L:. *}�, . - 1,9 a. _.1' :..�. _ .:J ..E,., r t .1,. .1:11 ) -. iillr � N � � � . I Jr � 1' GLAZING AS REGI'➢ (SEE ELEVATION) DSO401H DOOR STILE--/ 0 ♦♦.�..♦♦♦.��♦.♦.. �—//� cnrN VTLTG GASKET E260MOD GASKET , V� (BOTH SIDES) A . • . / 5� / CC O TG202D JAMB Q 0 5 TP200 FILLER '_ / / J m D.L.O. 2' /1\ 2' DOOR OPENING / /// BACKER ROD / CL N FRAME SIZE ' & SEALANT \ FRAME SIZE ul °i �' �� JAMB © EIFS - / / DOOR CO CMU BACKER ROD N s N 1 ROUGH OPENING 3 & SEALANT ROUGH OPENING m `i AG451DT (2" X 4 1/2") / AG451DT (2" X 4 1/2") / yx Fh ARCH. REF.: 8/A5.23 /��1� ARCH. REF.: 2/A5.23 W ,on It n I r R�} C T �R /_� z ED F AD �} � � ' �� PRpFSS � 11. ".: . GINF fo ®REVIEWED ❑IAA(E (`RR C'POM1S YOiFJ ((� Z I [i REJECTED n REVISEAND RESUBMIT ��i ��- 1� 4 1 R E DO E VO R I.EVE nA FF 1 M t C� n t REO REMF lS O ,FE JR G FC SPE F ti i�i� TG202D JAMB k'A o m P oa GE,ar GG rR n N E S�. z R SE'..F o O� NNG CAZ CSR,AE N E OREGON � ��•:: TP200 FILLER i 3 Ob C I R.SO Ci,`.G BRICO,. S P C J ,/ AlI �- of E R O'R'O VAR '°Ez , i : ' 9/y 1 S TGO50 ATHE SSTR E r P=a=oR r - .aR,, Q- ♦ WI WEATHER STRIP 0 ,2 w. - -- _ O8r -_- (G _ 06/10/2020 DAA , pa UgE 6.4.2020 I ' ♦� DATE CA•EYA CONSULTING:NG.NEEdS d• 1' GLAZING AS REQ'D I' GLAZING AS REO'D I <SEE ELEVATION) 1 RENEWAL DATE: 12-31-2021 1 <SEE ELEVATION) I DSOOI GLASS STOP DS001 GLASS STOP 11W- ._ I F_-. E150MOD GASKET E150MOD GASKET ;-!!.'::-7:'."'i'';'. ';''...;L.'..:,''::: :'-'',:."-• . f( [ iHhiiiiiiUii F714:.■ -■ ' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ DSO401H DOOR STILE J 31400HVY DOOR STILE ■■■■■■■■■■■■■■■■■mumunmemENNENsm E260M0D GASKET E260MOD GASKET 'A ■■■■■■■■■■■■■■■■■'I / 5' i. / / PROJECT NO. 5' / 5' / / Si' Si' Si' DRAVN DATE 6—/-' - - / / / / 13TH 10/05/1 4 2' / DOOR OPENING _ DOOR ❑PENING SCALE 1. FULL DOOR C� PANEL BACKER ROD / a FRAME SIZE MEETING STILES �+AWD NO. 2 AG451DT (2" X 4 1/2") & SEALANT ROUGH OPENING WS512HD WIDE STILE DOORS SHEET ARCH. REF.: 10/A5.22 (4y ARCH. REF.: NONE T A 0 N u 5 TG611 FILLER el A j—T200 VENT a o u r u �� TGO50 DOOR STOP - - - _ < --�1 W/ WEATHER STRIP C - , � I V _L.-- w �� Il 1' GLAZING AS REQ'D :. rc (SEE ELEVATION) ' '' -iv DS001 GLASS STOP a ' C ei x a -_� E150MOD GASKET _ i «ii)a _ [1 'WI 1 1...)" x k- \ J \1' GLAZING AS REQ'D 1' GLAZING AS ELEVATION) DSO401H DOOR STILE (SEE ELEVATION) (SEE ELEVATION) VTLTG GASKET— E260MOD GASKET VTLTG GASKET o (BOTH SIDES) (BOTH SIDES) V ci TG202D VERTICAL , TG202D VERTICAL 1¢ 1S00, Cl) O1 TG210➢ FILLER / 5' / / TG210D FILLER // / / O a'-// i 5 ' / 2$. / D.L.O. J 8 r D,LO. / 2' / DOOR OPENING — — D.L.O. / 2' / VENT OPENING — /A 0 N Vd o 3 DOOR © SIDE LITE MULLION ® VENT N AG451DT (2" X 4 1/2") 3 AG451DT (2" X 4 1/2") c� ARCH. REF.: NONE / ARCH. REF.: NONE III U7 L J MZ N \ � C•'•�•'--" ad1 ®PES EWEO ❑MAKE CORRECTIONS NOTED -54 ) nd I EGEE ��RCVECAN O NLEDAC 2t NLUES rc REE ,' R tunCl— E i f E J C nN CYE COtiP o-C i Tv. T x E N _ v n ON RnT -IT. CONTc4 T R PETLEC nN 6T—: ti v o esi T a rN Fe s n.o _ II'a r .v�i06i 1a/2020 OAA AAAIP OAiL CATEnA CCYSOLTITGCNGINE`_RS _BEIE ti I I I.....,....,....s i \1' GLAZING AS REQ'D �� �EO PRDpFSQ <SEE ELEVATION) ,�h'S G 1 N e' S," VTLTG GASKET 2 (BOTH SIDES) TG202D VERTICAL I- ,// / //,1�, o TG210D FILLER PROJECT NO. 3 OREGON Q �/ DRAWN DATE DLO. 2' D.L.O. ��'SqF. 08 Z���� 13TH 10/05/1 / / / — J. EN 6.4.2020 SCALE FULL DA U� 2 \ VERT. MULLION DRAWING NCL • RENEWAL DATE: 12-31-2021 AG451DT " X 4 1/2") - ARCH. REF.:(2 NONE sET A 7 1 i I 4t' /I' I i 1/4' GLAZING AS REQ'D (SEE ELEVATION) $ / VTLTG GASKET a q (BOTH SIDES) a 3/8' SETTING BLOCK `u, r 5 \ \ re u TL152 SILL .. till w w z wee CMh % a _ QUIRED ‘i ¢ 1(FINISHED 0- L.L.1 ATTACH IN SHEDSTOE MATCH) tiK/A/./ 3 0I,, \ �\ \ BACKER ROD - r \ I }}ss rtrt;; 1 at 8 SEALANT ‘_, 1 TL152 SILL I n v� Lv n I 4 TP200 FILLER - n o giro- _ TP200 FILLER n z ANCHOR FASTENER , z w TO BE DETERMINEDo- SS450 SILL CAN _ w 1- a `\\) fii 1 BACKER ROD & et o o TL153 HEAD J e„n. = w SEALANT AS REQ'D 7 ¢ TL153ST GLASS STOP \ \ \ VTLTG GASKET -�\ \ ° b • - v/ cieo MI o C a (BOTH SIDES) e � ede o .e .f ° ,w n 1/4' GLAZING AS REQ'D ° 4 • 4 ° U) °i (SEE ELEVATION) ° - '° d ° c • d ° 4 • I �3� SILL INTERIOR -A• , ' • �; a <, a ° a• . ° a• J o X �' A450 (1 3/4- X 4 1/2") l♦ 'wJ a o "I "II ARCH. REF.: NONE V CU N 1 HEAD ® INTERIOR cb N A450 (1 3/4" X 4 1/2") Ce m M ARCH. REF.: NONE J W �j co i:///i7///// Ao�—\ Al n z 44 0 N If0 0 iy, 1/4• GLAZING AS REQ'D (SEE ELEVATION) \ �\A. _ _ VTLTG GASKET o (BOTH SIDES) y I t....„:a1/4' SETTING BLOCKIIITL154 HORIZONTALTL153ST GLASS STOP u z LiT450 DOOR HEA➢ER w N NN ;1 o CAUCH2O1 DOOR STOP f r-Vr—1 W/ WEATHER STRIP o s z LE c�v I o a z .=m \J) 17 IL Li inloo z • 07 fi In ipt .il 0 o c d i a 31430HVY TOP RAIL 'i' a 5051-2 GASKETS11 \ 3 C, NO.PROJECT -emu DS002 GLASS STOP � —� r� \ \ - DRAWN DATE I/4• GLAZING AS REQ'D - __. 13TH 10/05/1 (SEE ELEVATION) ARCH./G.C. - PERIMETER CONDITION MUST BE OF SUFFICIENT STRENGTH TO WITHSTAND wloICALE LOADS IMPOSED BY GLAZING SYSTEMS. IN ' FULL ADDITION, THE STRUCTURE MUST PROVIDE " A1 HORIZ. @ INTERIOR DOOR HEADER SUITABLE ANCHORAGE FOR THESE SYSTEMS wA TO BE ERECTED WITHIN SPECIFIED BUILDING A450 (1 3/4" X 4 1/2") ZI- A450 (1 3/4" X 4 1/2")ARCH. REF.: NONE ARCH. REF.: NONE TOLERANCES AND TO PERFORM AS DESIGNED, i' i �f11 I/4' ULALLNt AS KLW'L L <SEE ELEVATION) "IT • ' , VTLTG GASKET (BOTH SIDES) g 5 • ElJ a 1/4' SETTING BLOCK o a TG221B SASH BASE 0 \ \ TG221F SASH FACE •. T450 DOOR HEADER I U 5 o a \ 4 ' w � 0 ci.s.\ 2 > Cu 1/4' GLAZING AS REO'D W (SEE ELEVATION) a <a 5051-2 GASKETS a_0 AD Y \ \ - - DS002 GLASS STOP i \ \ DRB811 RAIL FILLER of /111 . DRB810 BOTTOM RAIL Sr: hi \ n Z W o z N_ a N m 0 W = ,,z UCH2O1 DOOR STOP o W/ WEATHER STRIP ` ce =m l7 In Cl)`/� N z Ln co, a �( o \` O ce ] 75 C owlE fo 0 o co 31430HVY TOP RAIL-/ 4 W z m LO Z N z 5051-2 GASKETSci_ o H IA Id 0 CC Au DS002 GLASS STOP - u a o W _at o 1/4' GLAZING AS RER'D w r' ia (SEE ELEVATION) >.11 -g v C M �� 42 DOOR CP TRANSOM 1 c 0 Cu A450 (1 3/4" X 4 1/2") ' ARCH. REF.: NONE 2 \ \ 1/4' GLAZING AS REO'D ,1 4 Ir \ (SEE ELEVATION) i � .V DS002 GLASS STOP A 5051-2 GASKETS T407 31432 MUNTIN RAIL I HOLD THRESHOLD DRB811 RAIL FILLER \ \ 4 E150MOD GASKET ( 4 Z a e a a 1 z d a a e - a Li d C]m b a O a a d . 4 . d .y a uu e c d a a . . . . a ,.d a a - < a a PROJECT NO. DRAWN DATE \ ARCHJG.C. - PERIMETER CONDITION MUST BE __. 13TH 10/05/1 ��� �� OF SUFFICIENT STRENGTH TO WITHSTAND ��1CALE \\ �;� �;� LOADS IMPOSED BY GLAZING SYSTEMS. IN FULL ADDITION, THE STRUCTURE MUST PROVIDE '-'�W ND. 2 DOOR MUNTIN 3 DOOR C� THRESHOLD SUITABLE ANCHORAGE FOR THESE SYSTEMS Al! W5512HD WIDE STILE DOORS A450 (1 3/4" X 4 1/2") TO BE ERECTED WITHIN SPECIFIED BUILDING ARCH. REF.: NONE \ } ARCH. REF.: NONE TOLERANCES AND TO PERFORM AS DESIGNED. ;SHEEP n k ROUGH OPENING / FRAME SIZE 1 / k. • D,L,O, 41. < 2 / a a / 1- '1 u 6 o LA ae „� I , , a. .:,u , 1 ..,u .:�, n - o le p O Y xi C ai m a 6 N 13 .. m .Z. n � 6 t . Ll Li z • o 1/4' GLAZING AS REQ'D —1/4' GLAZING AS REQ'D 1/4' GLAZING AS REQ'D 4411[111 -4Z- <SEE ELEVATION) (SEE ELEVATION) (SEE ELEVATION) O o VTLTG GASKET VTLTG GASKET VTLTG GASKET 7 o V h (BOTH SIDES> (BOTH SIDES) (BOTH SIDES) COo, \:\ TL152 JAMB TL152 JAMB TL156 MULLION HALF I � Q \ TP200 FILLER TLI10 FILLER TG209 MULLION HALF 4- '1' -o \\\ \ 1 D.L.D. D.L.O. 13. D.L.E. f0 BACKER ROD / / — � / / - a o & SEALANT �'/ FRAME SIZE Y ill �� JAMB © INTERIOR ROUGH OPENING r/� VERT. CO INTERIOR r CORNER © INTERIOR Ce XN 1 / A450 (1 3/4" X 4 1/2") ( /4" X 4 1/2") m m A450 (1 3/4" X 4 1/2") A450 1 3 ARCH. REF.: NONE ARCH. REF.: NONE ARCH. REF.: NONE Ill v' o /�/ > R Jc D Z N TG051 DOOR STOP G- W/ WEATHER STRIP T ,, 6. 1/4' GLAZINGE AS TIREQ'D 1/4' GLAZING SEEELEVATION) +� (SEE ELEVATION) u 1 DS002 GLASS STOP DS002 GLASS STOP `` D�V—i 5051-2 GASKETS 5051-2 GASKETS I........A, r .] 1_, 1/4' GLAZING AS REQ'D— DSO401H DOOR STILE 31400HVY DOOR STILE (SEE ELEVATION) VTLTG GASKET u (BOTH SIDES) i. y1 5R 5 51. TL110 FILLER �// 5, / '/ /�'/ 5' / 5' 1 / / O TL152 JAMB 6• 1. / / / / PROJECT N0. D.L.O. li' DOOR OPENING DOOR OPENING / 2 _ DRAWN DATE 13TH 10/05/1 SCALE FULL DOOR © INTERIOR MEETING STILES DRAWING 4 A450 (1 3/4" X 4 1/2") 5 WS512HD WIDE STILE DOORS RAWI ARCH. REF.: NONE ARCH. REF.: NONE 1 GASKET TAPE 'd 1' GLAZING AS REQ'D H I-I-I-I-I-I-I-I-I-I-I-1-I I-I , , (SEE ELEVATION) g 1-1-1-1-1-1-1-1'1-I-1-1- 1-1- • •• • 1T1T1T1T1T1T1T1T1T1T1T1T1 1T11 1•c • , o E260 GASKET 55 I-1-I-1-1-I-IITI- ITITI 3/8' SETTING BLOCK I-1-I-1-I-I-I-I-I-I-1-1- 1-I- J I-I-rrrl-rrl-rr1 1 I I,:4•••• T-1-I-1-1-1-1-1-1-1-1-1- 1-I- - ' q T325 WINDOW SILL `11111111111% 1-I-I-I-I-I-I-1-I-I-1-I 1-I S12 SELF-DRILLI 3 T_I_I_I_I_I_I_I_I-1-I-I- I-1- .,i.=.. ` r I-I-1-I-I-I-1-I-I-I-I-I 1-I 1 I r T\ 1_1_I_1_1_I_1_rl_I_I_1 I_1 -•", _. SCREW 8 12' OC � � ANDERBERG HINGE `� � -I-I-I-I-I-1-1-I-1-I-I- I-1- 4� I-1-I-1-I-I-I-I-1-I-I-I I-1 , I e- • 40, 1 kilt 2 ,..._,_._,_,_,_,_,_1_,_ 1TIT �' nWi 1k12 SELF-DRILLING o" 1-I-1-I-I-I-I-I I I I r 1-1- �' z_ rrrrrrrrliTiTi -I 1 1 >._-, _ GASKET TAPE H SCREW a 12' DC TITITITITITITITITITITITI TITI \ _i�1 Irta I1 T1T1j j l7illll!T1T1 T1 TITI I I 1' GLAZING AS REQ'D a z ° ,__ • D 1-I-I-1-I-I-1-I-I-1-I-I I-1 J ¢ V > I-rI-I-I-I-I-1-1-I-1- TIT! r,. _ d <SEE ELEVATION) o { o-'1� -I-I-I-1-I-I-1-I-I-I-I-I -1-I 1 _ . " 1 ...- -I E260 GASKET m �-CD i� �_ • L*= ` -- - - q 3/8' SETTING BLOCK I ____ a \, i i;«:,•• - :•:.?.:" - - T325 WINDOW SILL \ _�2=. rc /_ 111111 c To-ii z SHIM BACKER ROD .I'__ •�,—� I''° = Wa 6 SEALANT . _ .� \ \ \ ANCHOR FASTENER A •••• C z T TO BE DETERMINED ��� •.'�- '•� N C-, .--•� .0 5 . 1•. •• \ tl E. .1— iii tit r• x \ �� 0 C fiti YIX T325 WINDOW HEAD J \4\��A o d E260 GASKET c f g.;.`. V/ v — -I 1'1'I'1'I'I•I.1--1-1- T-T-T-T-T-T-T-I-I-I-I y ,w 1' GLAZING AS REQ'D T1 T1T1T 11�i-i-t i / h' (SEE ELEVATION) -1-I-1-1 I I 1 1 11 \". -. , p PROF °C q�- i11T1T1T i-I-I1jr1T1T1 ... 5 E FS � 0 GASKET TAPE 1 TT1T1TLT.TIT1T1TT.TT t::•` S — 1 I --I-I-I-I 1 1 I ,, .. i-I-I-I-I-I-I-I 11 1 f C 1-I-1-I-I-I-I-I- I-1- E 3 ' iTiTiiiiiT - 1. v ' 2/ / , OA, a, itaD C., N HEAD CAD PANEL HORIZ. MULLION �1 VENT C� CMU R - OREGON N 1 T325 (1 7/8" X 3 1/4") T325 (1 7/B" X 3 1/4") v T325 (1 7/8" X 3 1/4") r(, �y O� Ire a co ARCH. REF.: 1/A5.22 ARCH. REF.: NONE ARCH. REF.: 5/A5.23n 'S,q� V 08, '7.• c<I- W 0 ARCH. REF.: 1 & 6/A5.23 n / +\ Sapp cn ,, ` / • ` 4.J• DAUBS 6.4.2020 / m 3 RENEW IL DATE: 12 31 2021 #12 SELF-DRILLING GASKET TAPE _ SCREW e 12' GC 3 31 1' GLAZING AS REQ'D Z I / \ 4 1 I (SEE ELEVATION) ♦ ♦ °� 1 I- ,rt�,- GASKET TAPE E260 GASKET v N I 1' GLAZING AS REQ'D -I 3/8' SETTING BLOCK I'.1 ;': (SEE ELEVATION) FI 7325 WINDOW SILL I �_; d E260 GASKET _\ ' ANDERBERG HINGE ` '• ��I `:'1 ` \ / ci 3/8' SETTING BLOCK II N w �� / T325 WINDOW SILL '-' Z N I -%:-+ \ \ ANDERBERG HINGEMtgli111-.11i a w I 1 '-- a iki2 SELF-DRILLING 1\ \ : -. " SCREW a lz• ix !kh... �� -iv 1 .' i�iii . .i !i't y_•1`-`'_5: tom' \ �� _ \ *0040 t \ _� SHIM BACKER ROD ib J '�lit�I Lr AD -` L SEALANT - 3 ..� _ ��. m ANCHOR FASTENER_� \ �\ \ A. .r:a:1 i rm TO HE DETERMINED ~ ' . I li\ \ : °' \\" — • =� z _ ,,-. rinlilk: — s.................i f X IL 7325 WINDOW HEAD o E260 GASKET - - ci --__I `•-, 1' GLAZING AS REQ'D z-v-ice fin) 1 _1_I 1_1_1_1_I_ 1_I_ • y n c (SEE ELEVATMN) y( 31" 1-I1-1-1 -1-r1 rl-1 , 1 PROJECT No. GASKET TAPE 44 r1-I-I-1-1-1-1- I-I �•. AILI-I- • i i 1 - 171TITITI-ITIT1 1T1T1. -•- I-I-I-1-I--I-1- I-I- AWN TE 3i" D13TH »w10/05/1 ARCH./G,C. - PERIMETER CONDITION MUST BE OF SUFFICIENT STRENGTH TO WITHSTAND ,'�,-„"l-CALE LOADS IMPOSED BY GLAZING SYSTEMS, IN FULL :uRAv> N¢ HEAD © EIFS HORIZ" X VENT VENT C.' EIFS ADDITION, THE STRUCTURE MUST PROVIDE SUITABLE ANCHORAGE FOR THESE SYSTEMS 7325 (1 7/8" X 3 1/4") T325 (i 7/6" X 3 1/4") T325 (1 7/6" X 3 1/4") TO BE ERECTED WITHIN SPECIFIED BUIL➢ING `- ARCH. REF.: 6/A5.23A ARCH. REF.: NONE ARCH. REF.: 10/A5.23 ^I TOLERANCES AND TO PERFORM AS DESIGNED, ;:'SHEET C h 1 31d. 31d, ile "I' 'I g I • GASKET TAPE 1 1 I GASKET TAPE i _1 1' GLAZING AS REQ'D 1' GLAZING AS REQ'D ce (SEE ELEVATION) (SEE ELEVATION) G d M Z a E260 GASKET J E260 GASKET A w 3/8' SETTING BLOCK I i w a 3/8• SETTING BLOCK ` III, o cru ? N T325 WINDOW SILL-1y T325 WINDOW SILL • Z N \ �' w N TS W Li f #12 SELF-DRILLING ` • a i #12 SELF-DRILLING �\ w a SCREW 2 12' OC — ' _ a SCREW Q 12' OC ���E�'ll~��"' re ANCHOR FASTENER o ,-. ANCHOR FASTENER re �_ a n 1.,Nm TO BE DETERMINED , TO BE DETERMINED SHIM BACKER ROD I SHIM BACKER ROD x & SEALANT . \ \ 6 SEALANT !J�`= ix 'I d mi r. 7.-- E 1.1 a lir ' ..., ....1.. r I—I—I—I-1—I—I—I— I—I - R I—I-1-I-I-I-I-I- I-I :",:.','-1 N —I—I—I—I—I—I—I—I I—I—I I. I..N -I-1-I-I-1-I-I-1 I-I-I I� 1-i-I-I-I-I-I-1- I-I . +,••I I-1-I-I-1-1-I-I- I-I y,_, rn -I 1-1-1-1-1-1-1 1-1-1 - 1 1-1_h1-1-I-1-1- I-I s 1-1-1-1-1-1-1-1- 1-1 -I-1-I-1-I-I-I-I I-- -1-I-I-I-1-1-I-I 1-I-I •r '• -- -----.-_ ce I-I-I-I-I-I-I-I- I-1 .. I- 1-I-I-I-I-I- LIT!'I-1-1 I-I-I-I-I-I-1-I 1-I-1 Q 0 1-1-1-1-I-1-1-1- I-I I-I-I-I-I-I-I-I- I-I I; ,I,_1,_11-11_11_1-1,_1 ,1_I1_I -O .i:` C -I-1-I-1-I-I-I-I 1-I-I 1-1-1-I-1-I-I-I I-1-1 r I-1-1-1-1-I-i-1- I-I 1-- lrlrlrl.lrlrlr .Irl. .. � a o G1 N Ce SILL © PANEL SILL © EIFS , N 1 7325 (1 7/8" X 3 1/4") 7325 (1 7/8" X 3 1/4") g i ARCH. REF.: 25/A5.23 n ARCH. REF.: 10/A5.23 C W Lon m _ c y Z 3 'I pi REVIEWED MAKE CORRECTIONS NOTED I _ 0) REJECTED REVISEANDRESUBMU V ( ' GASKET TAPE THIS REVIEW DOES NOT RELEVE CONTRACTOR FROM COMPLIANCE N WITH ME REQUIREMENTS OF ME DRAMNGS ANC SPECIFICATIONS MIS RE+'EW 5 ONLY FOR GENERA.CONFORMANCE Wl'H TALE DESIGN 1' GLAZING AS REQ'D CONCEPT OF TIIE PROR.ECr ANc GENERAL coMPUANCE WIN EAR NFORMAION GIVEN IN-HE CONTRACT DOCUMENTS.CONTRACTOR (SEE ClELEVATION) SRESPONSIKF FOR f:ONFIRMING AND WRREIAT.NG+u OVANIITIES 1 E260 GASKET AND D,MENT CN3. SELECTING FABRICATION PROCESSES AND \ ALL OTHLRS A ES ANC REPTO.COO THEIR G T IN WORK AND '` ALL OMFR TRADES.ANC CTION COO DIN WORNN IN A WIN D A EA^SFnCOPv MACNNA. o W 3/8' SETTING BLOCK LI 2 T325 WINDOW SILL 06I10l20AT DM H DATE CATENA CONSULTING ENGINEERS BY Q T Ill o i #12 SELF-DRILLING `� + 'j C T SCREW 2 12. OC IL ++ r U R 13 ,� ANCHOR FASTENER �j - ���(LECJ PROpFs9� o TO BE DETERMINED _� `l— 5i G I N F sr SHIM BACKER ROD I L SEALANT ��� j :1%!'' 1 -iV ' 4 0 - OREGON / i ti9 osF 2 �� �d F4 J. DAUSEN� 6.4..2020 •`' RENEWAL DATE: 12 31 2021 1-1-1-1-1-i-I-1- II 114^y I-I-I-I-1-I-1-I II-I 1 -I I I I I-I-I-I I-I- 1, •. I-I-I-I-I-I-1-1- d I-I �a•o, I-I--1-I-I-I-1 I - I-I-I-I-I-I-I-i- 1.-., i.-, PROJECTN0. 1-I-I-1-1-I-1-1 I-I- - 1-1-1 111 I-I I III I I. -7. ORRVN DATE i-1-1-I-I-I-1-1 1-1- _. 13TH 10/05�1 T!T!T!7!T!T!I!T! !T!I �_.L•_ ARCH,/G,C. - PERIMETER CONDITION MUST BE OF SUFFICIENT STRENGTH TO WITHSTAND �. - E LOADS IMPOSED BY GLAZING SYSTEMS. IN 0 FULL AD➢ITION, THE STRUCTURE MUST PROVIDEAvu+c 2 SILL ' C M U SUITABLE ANCHORAGE FOR THESE SYSTEMS TO BE ERECTED WITHIN SPECIFIED BUILDING ` T325 (1 X 3 1/A) TOLERANCES AND TO PERFORM AS DESIGNED. •awr7 ARCH. REF.: 5/A5.23 El C(1 0 / I { a .. I ,` y r 1m / _ I „..;:' #12 SELF-DRILLING ,y• I } SEE DETAIL 1/651 FOR 01111' 1 , =:•` SEE DETAIL 1/651 FOR a .1 ,.:.'•' SCREW 2 12' OC . ANCHORAGE INFORMATION ,� ANCHORAGE INFORMATION • 1 Y 1 ar 9. 4, • • , ) 14/14111,11111 I 1 r , Tr W w� -ra r1(.a l'0'11lunlluml', i� ;ilk\ a1111','1111N'111UC1.111` i m 11111 1'1111111111U,111111{ -ri 11 "'n H I m ic (1 ic 1••••Y _ 1 ••,• ••, , w 1 wry :i• .. . .- - - ':.' a -)-,j /u'4.1. 1`., • • .:•i� Y a .l�, ,r• a 1 ,T ,•.. 1 •::• 1. ..w4.1. Y,l / ; .•••I ' .Y1• '•f 1:.:' ,f4i . • t'i. it .a•."p.�. ♦'1, I - i-- •_: . •' •: • - —L— — GASKET TAPE B � - l' GASKET TAPE \ 1 J GASKET TAPE ■■■■■■■■EEENENENNI; 1' GLAZING AS REQ'D 1' GLAZING AS REQ'D 1' GLAZING AS REQ'D x r EN■E■E■NENE■E■NE■II (SEE ELEVATION) (SEE ELEVATION) EMIEMI■EN. ' n (SEE ELEVATION) MEENEE■■EMIN■■■EE■I, EMME■■■ 60 GASKET ��■■■NE■■■■E■E■NNI T325 GASKET .:.:.:.q$v.:.:. T325 WINDOW JAMB NEW... T325 WINDOW JAMB ■MI■EE■E■■NE■■NN■NII T325 WINDOW JAMB /� EMEM •..■■■■■■■■■■■EN■I' SHIM BACKER ROD �•�♦�����•� SHIM BACKER ,ROD ENEMIE■N■ SHIM BACKER ROD V♦ a NE■■■■■■■■EEENEN■11I & SEALANT :.:.:.=♦=.:`:.:.: & S.c. 9,. FT C T_U R. I P" & SEALANT 'A c' " «� n� 1 ' o, 1i' �� ED PROF S� 1 D.L.U. Q 111 D.L.D. • 111 n L a�" E s ! I� / ,f 2"/ FRAME SIZE 2• FRAME SIZE tih G I N F r0 i4 .' +�' FRAME SIZE J ROUGH OPENING e� 7 1 L1� .+�o.. -zga Dp.A. ROUGH OPENING a N ROUGH OPENING / i /� - / cv ,n adi4 RI �� JAMB CAD PANEL JAMB @ CMU 3 OREGON � JAMB @ EIFS413 m � 1 T325 (1 7/8" X 3 1/4") T325 (1 7/B" X 3 1/4") f0 ✓9 ITO c) a/' T325 (1 7/8" X 3 1/4") a c� `_� ARCH. REF.: 23/A5.23/,\ \� ARCH. REF.: 3/A5.23/\ ' . " 08, 2�cbc ARCH. REF.: 8/A5.23/� i° I . . DAU J• 6.4.2020 t to somi ?I I �ii`ti; '' I RENEWAL DATE: 12 31 2021 I .'.. ':a : I •/ SEE DETAIL 1/651 FOR = Z EE DETAIL 1/651 FOR SEE DETAIL 1/651 FOR ANCHORAGE INFORMATION I4111 •- ;:".' ANCHORAGE INFORMATION ,'s� ANCHORAGE INFORMATION I ,' }i O1 r .a I � i' N ••',c;e C 162-001 ,'•; 162-001 . 'a` 162-001 1 1 (AS REQ'D) i.T ` <AS REQ'D) I (AS REQ'D) MEM& z,.5 1 s LL- 11 1 I 'I; a ‘ a tl: , ik � 1 1-- IP1m '11nn 111m c ai imi!o!..11 III -- wro 1 i t� _ m1'��nu 111111�1 II�J 1�,I �� +ulnnmall�r'111�111,11111�c I— 17All. ., 1 , 1 11W *Ma elep :r 1 WI .'. :{1 •ter 5.' `r 1J A' •• . ... '•11•. il.rr-s •� fey — �j `� MIMIEMINNMIMINNNMINMIMIMINI GASKET TA E GASKET TA E y GASKET TAPE 111 ENNENNENENNENNEEMII 1' GLAZING AS REQ'D 1' GLAZING AS REQ'D 1' GLAZING ■MINE■■■■■■■■■■■■MIf. ■■■■■■■■ 'NEMMINENEENNEMINEENI (SEE ELEVATION) (SEE ELEVATION) (SEE ELEVATION) ::::::MENNOMMENENI, E260 GASKET �:�:�:�:�:�:�:�:� E260 GASKET :::::::: E260 GASKET ■■■■■■■■E■N■■■■■■I. T325 WINDOW JAMB T325 WINDOW JAMB ■■■■NNE■ T325 JAMB .. ■m.....■■■■NNN■E■II SHIM BACKER ROD :♦:♦:.•.NEMEMEIMENIE ♦.:.:.:.: SHIM BACKER ROD ■■MINE■■■ SHIM BACKER ROr2, ■MI■■■■■■N■■EN■■E. & SEALANT • . & SEALANT & SEALANT 1 3' D.L.O. \,. 3' DLO. n� 3' D.L.O. - a. ram. / /2• I FRAME SIZE i,/ FRAME SIZE �1. FRAME SIZE DRAWN 'n 13TH 10/05/1 ROUGH OPENING ROUGH OPENING ROUGH OPENING - m FULL �� VENT ® PANEL VENT ® CMU (g.-- VENT ® EIFS 2 T325 (1 7/8" X 3 1/4") 4 I T325 (1 7/8" X 3 1/4") T325 (1 7/8" X 3 1/4") ..-1ARCH- RFF.e 73/A593 A / ARCM_ RFF.e 3/A5.23 A � ARCM. RFF. A/A593 A Cl