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Plans OFFICE COPY By 4aI - oto ) v VISION P APPROVED avp2©2. 1 - o 0 1 $l 9660 4/2.eb 4c(ac, G- 23 -2 2.. RECEIVED , Ailik. JUN 2 3 2022 IAA WALSH CITY OF TIGARD BUILDING DIVISION """m''"' CONSTRUCTION CO. BUILDING VALUE I www.walshconstruction.com Submittal Sheet 112211- Terrace Glen Apartments Project: 112211- s Spec Section: 08 4213 Terrace Glen Apartments 4. 7-, Submittal: 3 9650 SW Greenburg Road Revision: 1 Tigard, OR Package: Deferred Submittal 97223 Date: 5/19/2022 PDT Submittal Title: Aluminum-Framed Entrances & Storefronts (Shop Drawings) Submittal Detail: Please submit the following items: Shop Drawings: For aluminum-framed entrances and storefronts. Include plans, elevations, sections, full-size details, and attachments to other work. 1. Include details of provisions for assembly expansion and contraction and for draining moisture occurring within the assembly to the exterior. 2. Include full-size isometric details of each vertical-to-horizontal intersection of aluminum-framed entrances and storefronts, showing the following: • Joinery, including concealed welds. • Anchorage. • Expansion provisions. • Glazing. • Flashing and drainage. 3. Show connection to and continuity with adjacent thermal, weather, air, and vapor barriers. Response Due By: 6/3/2022 PDT Walsh Review: Architect Review: C 2 / C2K Architecture, Inc. Deferred or Delegated-Design Submittal Review Project Name: Terrace Glen Apartments Action: Submittal Package#: Deferred Submittal X NO EXCEPTIONS TAKEN REVISE AND RESUBMIT Submittal ID#: 3 MAKE CORRECTIONS NOTED SUBMIT SPECIFIED ITEM(S) Date Submitted: 5/19/2022 PDT NOT REVIEWED-KEPT FOR RECORD REJECTED Spec Section: 08 4213 Review is solely to check for conformance with design concept and specified performance and design criteria,if any,as expressed in the Contract Documents. Review is not for the purpose of determining the adequacy,accuracy and The review by ("Walsh Construction Co")of the above Submittal is completeness of the design,dimensions,quantities,or design services. subject to the Contract Documents and Shall not relieve the C2K Architecture,Inc.relies upon the services,certifications,or approvals of the Subcontractor/Supplier from any of its obligations under the agreement delegated-design professionals responsible for the delegated-design submittal. with Walsh nor give rise to any claim in favor of the Subcontractor/Supplier Submittal corrections or comments do not relieve the Contractor of its obligation to comply with the requirements of the Contract Documents. or third parties against Walsh or Owner. Processed By: kgrant Date: 05/23/202 By: WCC Review - DEFERRED SUBMITTAL REVIEW(THIRD PARTY) Q 3 u, -II i - c g t g m „D No Exception Taken a Make Corrections Noted ❑ c° Q. fi . c? a S o ' E O,n �, L� c3 cis , 5° o - m O A Rejected ❑ Revise and Re-Submit 0 a s., ., r? ca. , fa cn r- E si ca ccn m a a Submit Specified Item ❑ o a. 9 n 4' Az- r The documents contained herein have been reviewed by this U ' n-i - a c '} ;/a"`u office for general conformance with the design loading and for , 0 ., . n v N. � '4 -t t'?'I interaction of components with the primary structure. w �, = 0 �° r; Kramer Gehlen and Associates, Inc. `�' �' nft, tj Consulting Structural Engineers n. `D Date 05/27/2022 By NP "I .am. ^� ail n a if '�. CD WALSH CONSTRUCTION CO. ' m m PORTLAND: 2905 SW First Avenue • Portland, OR 97201 • (503) 222-4375 • Fax: (503) 274-7676 • ORCCI47267 p c' SEATTLE: 315 Fifth Ave. S. Suite 600 • Seattle. WA 98104 • 2(6) 547-4008 • Fax: (206) 547-3804 • WALSHCC990D1 Ca) TACOMA: 301 S 28th Street • Tacoma, WA 98402 • (253: 572-4245 • Fax: (206) 547-3804 • WALSHCC990D1 Page I of 32 . www.dallasglass.net DALLAS C 111 50th Ave Phone 503 589 4899 CCB: 71858 Seeing Your Vision Through Submittal Transmittal Date: 5/19/2022 To: Walsh Construction Project Name: Terrace Glen Apts. 2905 SW 1st Avenue DG Project No: 2201 Portland, OR 97201 Attn: Sam Sullivan SUBMITTAL TYPE: ❑ Product Data ❑ Samples PLEASE RETURN TO DALLAS GLASS NO LATER THAN: ❑✓ Shop Drawings ❑ Re-Submittal 05/27/2022 Specification No. Spec Description Description 084213 (1.04) A Product Data (Submitted under separate cover) 084213 (1.04) B Shop Drawings Delta 1 Stamped Shops & Calculations 084213 (1.04) C Samples (Submitted under separate cover) 084213 (1.04) D Entrance Door Hardware Schedule Submitted under 087100 Specification 084213 (1.04) E Delegated Design Submittal (Submitted under separate cover) 084213 (1.05) A Qualification Data (Submitted under separate cover) 084213 (1.05) B Energy Performance Certificate (Submitted under separate cover) 084213 (1.05) C Test Reports (Submitted under separate cover) 084213 (1.05) D-E Source/ Field Quality Control Reports (Submitted under separate cover) 084213 (1.05) F Warranty (Submitted under separate cover) Additional Notes: DEFERRED SUBMITTAL REVIEW(THIRD PARTY) No Exception Taken S Make Corrections Noted ❑ Rejected ❑ Revise and Re-Submit ❑ Submit Specified Item 0 The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates, Inc. Consulting Structural Engineers Date 05/27/2022 By NP Page 3 of 32 O TERRACE GLEN O Z v CI ,_ • Q F- CO CO g APARTMENTS 0 u) < J Q J _ Ct O K Q V i- U 0IL 0• O _ Cr 2 I Ill • Z 111 Q 0 0 QTi aQ ' DEFERRED SUBMITTAL REVIEW(THIRD PARTY) No Exception Taken • Make Corrections Noted 0 Rejected 0 Revise and Re-Submit 0 Submit Specified Item ❑ _ The documents contained herein have been reviewed by this -7 (- � office for general conformance with the design loading and for Ljop opliAw- q _ __-kas, O [J interaction of components with the primary structure. n Kramer Gehlen and Associates,Inc. -jLConsulting Structural Engineers Date 05,27/2022 By NP --E - C S 1111vi _v_ _ _\_ u N T EA -k k��o PROFFS �� G1NFF `r/O 3 11:1 0 :Th EPA° OTkriTS5) _ \..q _ _ CUAT:A_ _ \\L-- ..../P\, /-- \, _1 _30 .. ,...... .., GO 40 i-0 Z Cr F-Di GLAssauz _ _.\\_ 2 4_,. , 12, 2�0�. a w a Et ��D• RUS , 05-17-22 z N EXPIRES: 12/31/2022 _j o cm THIS CERTIFICATION IS LIMITED TO THE W c STRUCTURAL DESIGN OF THE STRUCTURAL U c)d COMPONENTS OF THE GLAZING SYSTEM. Q 06 cc IT DOES NOT INCLUDE THE RESPONSIBILITY fIQ FOR THE FOLLOWING: re u7 -GASKETS AND SEALANTS. LUJ CD -AIR AND WATER INFILTRATION. F—t)F- -MANUFACTURE,ASSEMBLY OR INSTALL F OF SYSTEM. U a -QUANTITIES OR DIMENSIONAL ACCURACY. Di -BREAK METAL,INSULATION,FLASHING,ETC. a a- D. .A n,.,_'2'2.__- ,__W.. SYMBOLS ABBREVIATIONS GENERAL NOTES SHEET INDEX • 1 T FLOOR ELEVATION A.F.F. ABOVE FINISH FLOOR H.S. HEAT STRENGTHENED 1.THESE DRAWINGS REPRESENT INNOVATIONS NA INTERPRETATION OF ARCHITECTURAL INFORMATION SHEET DESCRIPTIONPAGELLAS WIND LOAD1U j/q" MARK A S. AIR SPACE I.L.L. INSERT LENGTH PROVIDED AND APPLICATION OF PRODUCTS SHOWN TO SATISFY DESIGN REQUIREMENTS.IT IS 1A COVER SHEET i 1 D A A.D. ANCHOR DIMENSION M.L MULLION LENGTH 1.1 NOTE SHEET 1 2 GLASS & WINDOW A.R. ARCHITECTURAL REFERENCE N,B.G.C, NOT BY GLAZING CONTRACTOR IMPORTANT THAT THIS INTERPRETATION BE REVIEWED DIMENSIONALLY AND FUNCTIONALLY WITH 1/3.1 - RESPECT TO ACTUAL ARCHITECTURAL INTENT BY GENERAL CONTRACTOR AND ARCHITECT.A.D. 2.1 WEST BLDG LEVEL 1 PLA1 3 IIII DEAD LOAD Q- - - --.4 MATCHLINE B.O.M. BOTTOM OF MULLION N.T.S. NOT TO SCALE 2/3.1 C.L. CENTER UNE O.D. OPENING DIMENSION i RELINQUISHES RESPONSIBILITY FOR INACCURATE DIMENSIONS AND RECOMMENDS ALL ELEVATIONS AND 2.2 EAST BLDG LEVEL 1 PLAN, 4 CONNECTIONS BE REVIEWED BY A LICENSED ENGINEER. 2 3 "---- -- ------"-"--"'-'"'- '--" C.O.C. CENTER OF CLIP R.L. RAFTER LENGTH2, BUILDING ELEVATIONS 5A C.T.C. CENTER TO CENTER REF. REFERENCE DIMENSION SPLICE WELD 2.4 BUILDING ELEVATIONS 6 C.T,R, CENTER TO ROUGH OPENING R.O. ROUGH OPENING 2,ALL DIMENSIONS SHALL BE FIELD VERIFIED AND/OR APPROVED BY ARCHITECT AND OR GENERAL C.T.S, CUT TO SIZE R.T.B. ROUGH OPENING TO BOTTOM CONTRACTOR PRIOR TO GLASS ORDERING AND FABRICATION. 3.1 FRAME ELEVATIONS 7 ANCHOR DETAIL REFERENCE(TYPICAL): D.T.E. D.L.O.TO EDGE OF GLASS OF MULLION 3.2 FRAME ELEVATIONS 8 LOCATION D.L.O. DAYLIGHT OPENING R.T.C. ROUGH OPENING TO CENTER 3.INNOVATIONS NA!DGW WILL ASSUME NO RESPONSIBILITY FOR ERRORS RESULTING FROM THE USE 3.3 FRAME ELEVATIONS 9 D.O. DOOR OPENING R.T.T. ROUGH OPENING TO TOP OF OF THESE DRAWINGS FOR SIZING AND ORDERING OF MATERIALS OR LABOR BY OTHER TRADES. 4,1 DETAILS 10 1 ..------DETAIL NUMBER E.O.O. EDGE OF GLASS MULLION 4.2 DETAILS 11 WORK POINT 3.1+---.___ E.T.D. EDGE OF GLASS TO D.L.O. S.L STOCK LENGTH 4,ALL ITEMS MARKED"NBGC"ARE NOT BY GLAZING CONTRACTOR AND ARE SHOWN FOR INFORMATION SHEET NUMBER E.T.M. END OF MULLION T.O.M. TOP OF MULLION ONLY. 4.3 DETAILS 12 F.T.C. FACE OF CAN T.T.R. TOP OF MULLION TO R.O. 4.4 DETAILS 13 111 50TH AVE NW "2.�- DETAIL NUMBER F.D. FRAME DIMENSION T.T.T. TOP OF MULLION TO TOP OF 5.MATERIALS FOR THIS PROJECT WILL NOT BE RELEASED.NOR WILL FABRICATION PRINTS BE PREPARED _ 14___ A GLASS TYPE 'q•1�-_- _SHEET NUMBER RE. FINISHED FLOOR MULOON UNTIL DGW RECEIVES RETURNED"APPROVED"PRINTS,OR"APPROVED AS NOTED"PRINTS. 15 SALEM, OREGON 97304 F.S. FRAME SIZE T.O.S. TOP OF STEEL G.S. GLASS SIZE W.P. WORKING POINT 6.REQUEST FOR REVISIONS AFTER DGW HAS BEEN RELEASED FOR FABRICATION WILL RESULT IN - .-�� Phone: (503)589-4910 REVISION DOOR REFERENCE: _1 NUMBER ! HANDLING CHARGES AND ENGINEERING CHARGES PLUS THE COST OF THE FABRICATED MATERIALS(IF _-__ _ _ Q -.,. DOOR NUMBER ERECTION MARKS FABRICATED).DELAYS TO DELIVERIES MAY RESULT DUE TO CHANGES OF THIS NATURE.THIS MUST BE 18 HW .-- APPROVED IN WRITING PRIOR TO REVISIONS BEING COMPLETED, 19 S GRID LINE - --HARDWARE TYPE A GLAZING ADAPTER PB PRESSURE BAR 20 _ AN ANCHOR R RAFTER 7.PROJECT MATERIALS MUST BE PROTECTED IMMEDIATELY FROM STAINING BY WET CARDBOARD PAPER 21 �-'-� �.�, I r' SETTING BLOCK DETAIL LABEL_: BR BRAKE SHAPE S INT.STOOL/CEILING TRIM AND FROM THE ACTION OF HARSH ALKALIS AND SAND IN CONCRETE,STUCCO,MORTAR OR PLASTER. 22 LOCATION CH HEAD CHANNEL SC SILL CHANNEL THE SETTING OF THE PROJECT MATERIALS PRIOR TO THE SETTING OF THE OTHER MATERIALS REQUIRES C2K ARCHITECTURE,INC s / ' DETAIL CL CUP SC STARTER CHANNEL GENERAL CONTRACTOR TO CLOSELY SUPERVISE OTHER TRADES SO AS TO PREVENT MARRING OR _ 23 A3.24 -scni€e'=i'.o- ----- G FRAME GASKET SP SPLICE SLEEVE DISCOLORATION FROM ANY CAUSE.A.A BITUMINOUS PAINT/ZINC CHROMATE FINISH OR EQUAL,SHOULD 24 1645 NW HOYT WIND LOAD REACTION @ s4 GB GLAZING BEAD V VERTICAL BE USED TO PREVENT ALUMINUM SURFACES FROM COMING IN CONTACT WITH STEEL,CONCRETE OR 25 4` #LB.♦ WIND LOAD L RE:ARCH./STRUCT,SHEET NUMBER GT GUTTER VB VERTICAL PRESS.BAR ANY OTHER DISSIMILAR MATERIAL. 28 PORTLAND,OR 97209 H HORIZONTAL VC EXT.VERTICAL COVER - --- DEADLOAD -- RE:ARCH,/STRUCT.DETAIL NUMBER NB HORIZONTAL PRESS.BAR VG VERTICAL GLAZING ADAPTER 8,ALL GASKET JOINTS,BUTT JOINTS,LAP JOINTS,HEEL BEADS,TOE BEADS AND CAP BEADS SHOULD BE 27 503.444.2200 #L8. REACTION @ DEAD LOAD ELEVATION LABEL: HC EXT.HORIZONTAL COVER VP VERTICAL PRESS. SEALED WATERTIGHT FOLLOWING SEALANT MANUFACTURER RECOMMENDATIONS AS TO SIZE,METHOD _ 28 1 HT INT.HORIZONTAL TRIM VT INT.VERTICAL TRIM OF APPLICATION AND COMPATIBILITY WITH ADJOINING MATERIAL. �- 29 _ SEISMIC REACTION@ C 1 ) FRAME ELEVATION ; P PURLIN 30 - ,R _ CON i SAL O : #LB. SEISMIC LOAD � SCALE:t!2'=no� j 9.ALL GLASS AND FINISHED MATERIAL MUST BE PROTECTED DURING WELDING OPERATIONS. 31 � __J �- GLASS SIZE CALCULATION FIREPROOFING OR ANY OTHER PROCESS THAT MAY BE HARMFUL TO THE APPEARANCE OR _- --- PERFORMANCE OF THE PROJECT MATERIALS. 32 WALSH CONSTRUCTION INSULATED GLASS UNIT PRODUCT ' D,L.O.+ COMMENTS 33 2905SW 1ST AVE KAWNEER 451T-VG•FS STOREFRONT 3/4" 10.THE BUILDING STRUCTURE AND COMPONENTS THEREOF MUST BE CAPABLE OF SAFELY CARRYING 34 SURFACE ILLUSTRATION THE LOADS IMPOSED UPON IT BY THE PROJECT MATERIALS,INCLUDING DEAD LOADS,WIND LOADS AND - - 35 PORTLAND,OR 97201 SHOWN HEREIN ON DRAWINGS AND OR CALCULATIONS,THERMAL LOADING,SEISMIC LOADING.LIVE 36 EXTERIOR INTERIOR LOADING,ETC.(GENERAL CONTRACTOR TO VERIFY THIS WITH ENGINEER OF RECORD) 37 503.944.1259 r- -1 I 11.THE ROUGH OPENINGS PROVIDED MUST BE SQUARE AND WITHIN SPECIFIED BUILDING TOLERANCES. _ _ _ (� SURFACE 1 WARM EDGE 38 VALUE ABOVE IS MFR.RECOMMENDATION:INSTALLER TO ADJUST FOR GLASS TOLERANCES. 39 D R O J E C IT NAME: 12 THESE DRAWINGS SHOULD BE USED IN CONJUNCTION WITH ALUMINUM MANUFACTURES PUBLISHED 40 SPACER INSTALLATION INSTRUCTIONS. 41 PRODUCT DESCRIPTION - 42 TERRACE GLEN APARTMENTS SURFACE 2 SURFACE 3 PRODUCT WIDTH DEPTH - I 43 9650&9660 SW GREENBURG KAWNEER451T-VG-FSSTOREFRONT 2" 41/2" ENGINEERING NOTES 44 TIGARD,OR 97223 KAWNEER 500T WIDE STILE INSULPOUR DOOR WITH 10"B.R. 1.ANY ITEMS NOTED AS"WOOD BLOCKING","STRUCTURAL BLOCKING',OR SIMILAR MUST BE 45 CONVENTIONAL SURFACE 4 'a NOTE-SEE SEPARATE SUBMITTAL FOR DOOR HARDWARE', VARIES 21/4" CONTINUOUS AND SUFFICIENT TO PREVENT BENDING OF ANY PENETRATING FASTENERS.DESIGN OF 46 SPACER BLOCKING IN BY OTHERS. L- _ _ 47 2.ALL PERIMETER FASTENERS INTO CONCRETE ARE BASED ON 4000 P.S.I.NORMAL WEIGHT CONCRETE 48 L.,� h7 I - e O J LL J(��qq U.N.O. 49 - GLASS SCHEDULE 3,PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE HILTI KWIK HUS-EZ CONCRETE SCREW ANCHORS50- e n ° pi Deaf hens SYMBOL r GLASS DESCRIPTIONESR-3027. .. proaedbY~a ai~ SETTING BLOCKS (ICC ) - - 51 0.� 9 x nab a n MEASURED CENTER UNE OF BLOCK TO EDGE OF HORIZONTAL 52 f fef ;"9„arc,&�s Omens..One...,�,'"g,„..„..Ole ,,,.w,� r' 1"INSULATED UNITS CONSISTING OF 1/4 PTS. ' 1/8 PTS, ! 8" NOTES FOR BLOCKS AT NONSTANDARD LOCATIONS 4.EMBEDMENT DEPTH SPECIFIED FOR CONCRETE SCREW ANCHORS IS NOMINAL EMBEDMENT DEPTH PER 53 ofeyrdy and me arrn,re<nrx o+ecr or?le glazing is rnar of me yaamy OUTBOARD 1/4"CLEAR TEMPERED WITH CARDINAL 366(#2) l MANUFACTURERS SPECIFICATIONS. -- ---- - `;,�r,�,riw��o.er,'�,r:�nc:.v.. a s`4iioin. `rr:attested xttoars, `�1 112"A.S.WITH MILL ALUMINUM SPACER MFG.STANDARD UNLESS NOTED OTHERWISE 54 q..,Th' T 55 me ro'a Aspen od ea or urrx..ne the artnnerr oa reroreaw the MR re4orairMq..a"o+een.iam any nay�� r worn an o.o,.asam INBOARD 1/4"CLEAR TEMPERED - 56 These:nop dnairrodsmust be.PS..S ev 1`e a'<n.,a^e mg.eeer 1"INSULATED UNITS CONSISTING OF I 57 °"o,to ea v me"o m> m m rc raer raa.ao C to j OUTBOARD 1/4"CLEAR TEMPERED 58 © .roil' ...J....,.Y..x 44.4..-.44..n. T 1/2"A.S.WITH MILL ALUMINUM SPACER '/ INBOARD 1/4"CLEAR TEMPERED FINISH SPECS - - - '"" •.1 ." e� v ___F.N at..-»•...p,.d,.....,..,...1 4, a•ey..,,.,,a.1 g.. . ❑MILL FINISH 0 MEDIUM BRONZE ANODIZED 61 »p..r,�!x...e.".,,.,s...r 4.,...y..p,.u.rs 9Ji.d _.. #....d......,d..d .6l IX,A 010 PROF- ❑CLEAR ANODIZED-CLASS I O DARK BRONZE ANODIZED _ _ - -_ -_ zxa -v» „a4....1........ »fr^✓J *\F, CSS ❑CLEAR ANODIZED-CLASS II ❑BLACK ANODIZED MATERIAL SYMBOLS r A if 11.1.E. 44.,. L - 64 G5B E ALUMINUM BRICK CONCRETE CMUEARTH GRAVEL l _ 65__ - Q CHAMPAGNE ANODIZED PAINT- ' �. ❑LIGHT BRONZE ANODIZED I -------- GYP BOARD67 ,---- u' ASPEN CORRECTIVE PROCEDURE ' 1 I es DRAFTING 0.0[11370I i 69 t . GOPF INSULATION PLYWOOD SEALANT STEEL STUCCO WOOD 1701 Ki lin St. .�ew„uaae h IF ANY CORRECTIVE WORK IS REQUIRED ON THIS JOB,THE FOLLOWING PROCEDURE _ 70 Kip ling ■ E �/ O MUST BE ADHERED TO. - 71 Suite #206 ".w.e �`�� CONTACTED.THE DETAILS OFBEFORE ANY CORRECTIVE ORHE PROBLEM ALONG WITFIK IS BEGUN,THE TRECOMMENDA IONS ON T MANAGER AT A.D.I.MUST HE WIND LOAD PERFORMANCE SPECIFICATIONS I 72 Phone: 303.97..Lakewood, CO �5647 = w Mow*MO li 4i -c , CORRECTIVE REQUIREMENTS SHOULD BE ADDRESSED AT THAT TIME.ONCE THE 73 www.ospendrofting.Com D. R US 05-17-22 PROJECT MANAGER HAS THIS INFORMATION.COURSES OF ACTION WILL BE EVALUATED PLEASE SEE SEPARATE STRUCTURAL __- __ ,- _" 74_ �,.� e WITH OTHER INTERNAL PERSONNEL.AUTHORIZATION WILL BE PROVIDED IF REWORK IS 75 NO ;REVISIONS BY DATE TO BE PERFORMED.THEN AND ONLY THEN CAN SUCH REWORK BE UNDERTAKEN. CALCULATIONS FOR WIND LOAD 76 EXPIRES: 12/31/2022 _ -7 I ARCHREOLNES CM 5/4122 `- _ 77 ENG NOTES CM , 5/6 222 -- REFERENCE MATERIAL AVAILABLE CUSTOMER APPROVAL DOOR HARDWARE Q YES ARCHITECTURALS C?NO ❑YES SPECIFICATIONS ENO - -- 80 ��4E a PLEASE SEE 81 .- . a��ns. ----- --- PRINT NAME: _- I LATEST DATE: AUGUST 17.2021 ❑ -- SEPARATE SUBMITTAL 62 DRAWN BY: CHARLES MARTIN O GU.aaay.w • ' D Y� STRUCTURALS ❑No ❑YES ADDENDUM'S Q No SIGNATURE FOR DOOR 84 CHECKED BY: EK , a5 LATEST DATE: AUGUST 17,2021 NUMBERS: DATE: HARDWARE _ ___ _____- _ 86 SHEET 1.1 or-- 13 F DALLAS GLASS & WINDOW WI W2 W3 W4 W6 W7 W8 411/ WA :•.,; WA °,,. y, Dale W,1 t J/ t WB ` -- . : s, T' -r- _... WB ma 8 ;;'t a8,. -x e�..rr t ri t , * 111 50TH AVE NW 1 `� � SALEM, OREGON 97304 I W12 I t Phone: (503)589-4910 we 3 W14 A WD x - '" ` C2K ARCHITECTURE,lNC WE — _ °� �� °� W16 1645 NW HOYT WF `.I -- .._., f �.. � : PORTLAND,OR 91209 -„ .•. . � 503.444.2200 4 WG 7,,,,, ; _ -, L1 � COSIPAC OPe .• � �" W18 i WH - W N ,; � ALSH CONSTRUCTION --1 . 2905 SW 1ST AVE ;, f , PORTLAND,OR 97201 p 503.944.1259 VVKWi O T — ' r' , t �, wZ TERRACE GLEN APARTMENTS __ a'w 5� A/ . r , '1 9650&9660 SW GREENBURG l 3.1,1 ' sly "` TIGARD,0R 97223 ,,, x .-_r — VVAA ,AN - a,-. ( i .. � t - 319122 WAS i ,,,,,AAA ' The a 'w w'r i p WQ W18 C -.i§„1,. irf ar. ° . ° yr ° n t The a•a 3 If` •` ''` p.»poe a ng the q .. o «frm cat or nn i K eaa a a anon of the mam Meat, sou rasacisamfy sr or ree WR L t i . . ay..�" hOso r 9°fix t T M glaze MA e:. .---- S- . •i .x .,. yw,.s contra r yna N ewl onher a than t that� g 'i ' c rorh a rn an x,. rr fea sd,rm s .'.� 9 Y^- _f se� „1-`-t)' ii,ar t f ed end FOR rka.4w'Dr g.dt non he he.°r } �ST$fSII.t7kPlC�. any.areaerar any° pad Or othena.se ygq • t`y 'r' p 5, C. Tne:e:hoo ca.ea be nOr a°by m <nrrcr an°eng.aeer } 1 •{ o or to veoarng the m-der o...ar,O/abrrcatwn � + ^ "" ;, `J 1019 9....-t...,.N..dl d..,;.a-Ass...D.gk.q • -. U 34. 14 M...et.e......l..d d,.,«r.y,.A.0 ti »'a �1 - favv{4rebw.yf M«o.d..w. en.4..4 w..Jd 'T' Ifs W.S. 1_' .. !. ...j4li .e a Y.d......,d. 9i.3. Me..d9.. wd +'y+ Yd MY^sN WU ,�:y Xd. ..f...Y).F..(� a.✓ L.. 19-11 Y6 IS ..i. • WT ? .:_: ;; -: ASPEN ° ' .I DRAFTING Wv ' I - �s `f wvt ,::, - 1701 Kipling St. -Il - _ �' Suite C206 won lii Lakewood, CO 80215 ��c�EO PROFESS Phone: 303.997-5647 ��S �G I NeF �O www.aspendrof ing ccm DEFERRED SUBMITTAL REVIEW(THIRD PARTY) �� 'P NO. REVISIONS BY i DATE No Exception Taken Mil Make Corrections Noted 0 6 56 E ARCH REDLINES CM 5I4122 Wi W2 W3 W4 W5 W7 W8 W9 - ENG NOTES l CM 57E422 Rejected 0 Revise and Re-Submit ❑ j I Submit Specified Item ❑ r✓ 0. - GO 2!j } _ The documents contained herein have been reviewed by this ✓ QO ? 1 office for general conformance with the design loading and for 2 ? , . WEST BUILDING interaction of components with the primary structure. � .v �'12' � DRAWN BY: CHARLES MARTIN LEVEL 1 PLAN Kramer Gehlen and Associates,Inc. O. R US. 05-17-22 CHECKED BY: EK e ' ARCH.REF:1/A201 Consulting Structural Engineers - Date 05;27/2022 By NP EXPIRES: 12/31/2022 S I----1 E E T 2.1 Q F 13 _ -. _Paod>h of 17 I DALLAS GLASS & WINDOW 111 50TH AVE NW _ -- --- SALEM, OREGON 97304 A Phone: (503) 589-4910 r 32 3 ''''3 f T - T:r+na rz. t• Pi , C 3iV` 3.3 ,, " s , i C2K ARCHITECTURE,INC _ 1 —` W• -i 1645 NW HOYT —I I I PORTLAND,OR 97209 . _ . 503.444.2200 f "v„ E3 E4 EB. E9 E11 E12 E14 E16 E17 Ed9 E20 F'' E22 `/�N f? A fl TO R . I r, J .• ' WALSH CONSTRUCTION �.41 .- 2905 SW 1ST AVE .r > lili_DE C/ a, 1.-OR WEST �� EA fa PORTLAND,OR 97201 503a 9441259 it H x E10 .k- t_ I I z - ��OJEC AM - . , J. I j t - I EB _,. : m t _ — TERRACE GLENAPARTMENTS t ,.. d sr ._ 5 9660SWGREEBURG ; TIGARD,OR 97223 EE x - k -' _ 5 -_ _ v hy,....- lI .,,,,,, r EE - r..sv. yHq� ,. 77 A 7- Kpea p, '.: ',..-, t`3{ + d� i t I € {{ *'.__.. tne.<aamam er x +pen.,.a+roys r ri S �: I III .rw.,rx"rm ere 5.0 p s prpsnaepr rMarca.e<G meao e ; t �� _T, 44 puR se of trait da ys v oxs,s 1M9 ^9 mfap uar M EF Ke = - I - . i; € II n EF aa,car,on and installation of me yiaang U r.sole respon.a:rr II - ., - .,,..... _... mreyr+, me brie xq rn froe.prinq EG '2 .-"z+ _.- .. ,� ,.,. 'i,,: ' _ "fL._.> "_' -al' .. .. EG. ,,,,,,,,,,,,..0earter to fabricator e r r ovally other 4 tit,rn<9mxa El '- z '?I .. tear. cooepareA.A. n.r f rea s.xoro-.prors. rre arcnirar or 0 any a he as x Aspen 9r ,al O m.Pe MW n Kte - : a.r•ar+.abe for am rasa om tune trace shop mawraysa ae apprmea nr rr.A.A.,aM"Vb.., E13 .2 E2 E3 E5 E6 E7 E76 E13 E15 E18 E21 E22 p orrop«w yf wa piarm mrxeram ar,an .,� U A019 9.....a...Xa.9.A.,....-.pys..L.#-o 36..a'1 It....d....,,..l.i......4 e....4 1.If 1. 4....t....1 us a"`. °"e _.... 'N,..a.*4rw....a.....�.,d dn..,.....p..arp a.md - x.-.... .y—d,.a...,.p.u..F..h.^r...a.d......r.r. . - a/u.,.d«_..,,1...e de..,.y..p..ns�.e. sa.1 M.,.d- .1 a.d ...,... dt 3 A- dy.... r '-,� -. 9a'A ..b...oUg4a,.h6..,d.a..,,....lo..WW'.pV + a A AY.Y.saa4a.Ill r(.ay.. CI.. ASPEN I € ` 1 DRAFTING I 1 i 1701 Kipling St. . Lg Suite #206 tii Lakewood, CO 80215 v PROj- Phone: 303.997.5647 (/*----i_O �5 �G , NeF �Owww.ospendroftinq.com DEFERRED SUBMITTAL REVIEW(THIRD PARTY) NO. REVISIONS BY DATE No Exception Taken 1♦ Make Corrections Noted 0II 656 E 1 + ARCH REDLINES CM 51a22 Rejected 0 Revise and Re-Submit 0 ENGNOTES CM 5t6122 -_ Submit Specified item 0 v 0 GO h The documents contained herein have been reviewed by this • r j EAST BUILDING office for general conformance with the design loading and for • C r 12 Z� interaction of components with the primary structure. �` JQ DRAWN BY: CHARLES MARTIN LEVEL 1_PLAN Kramer Gehien and Associates,Inc. 'v 0, R US-C 05-17-221 CHECKED BY: EK • ARCH.REF.1/A211 Consulting Structural Engineers Date 05/27/2022 By NP EXPIRES: 12/31/2022 S H E E 1 2.2 OF 13 DALLAS W8 W11W12 W13 W14 W15 W16 W18 WAB yygq yyZ yyyyyx GLASS & WINDOW v{ om».. . ';-t._,._..�-za_.:4= .07'.A ':-1,1 - ,,, .. _ " 3 x ., 111 50TH AVE NW tj ""'"j 1:---1 4" . ,.___ F _ f _ - _ + _ SPho e: O03G$9-4910¢ -kr—- k 11 k�:1Ent._, �� _ ma`s _ I { . N. C2K ARCHITECTURE,INC 1645 NW HOVT PORTLAND,OR 97209 503.444.2200 WEST BUILDING WEST BUILDING WEST BUILDING COURTYARD SOUTH ELEVATION COURTYARD SOUTHWEST ELEVATION O\ TP A C TO P: 4(11X1ARCH.REF:4/Ad01 ARCH.REF:51A401 1 SOUTHEAST ELEVATION ARCH.REF:6!A401 WALSH CONSTRUCTION 2905 SW 1ST AVE PORTLAND,OR 97201 503.944.1259 TERRACE GLEN APARTMENTS 9650&9660 SW GREENBURG TIGARD,OR 91223 W18 W16 W15 W14 W13 W12 W11 W10 ER LB EC ED EE EF EG El a T 319122 TM tlr t pr �r1�.4 - _ f aW .ptl Dr Ed p1.iN :::: ta b .S M9 ^`r ,. f f>b myn9- Wa^ k1 ��4^rr4uMeme tural� fj� �..F 1a �... j ` � .. Meqh M" 'rkg val net oe Mid k xrM1dett at.e OiMile: OR IPApe]r� �.`' � a vaY I�aMt ter xy emart e.m li s mpl.ed or cfrerv,se- it,esesnap tlrwmustM d q appved Ey fM xrh fn,an enq�repr 3 vyy Drier to D`eDxnq fh .delxement aM laprtiat,en t' n a. ©1019 9.....^L..e..V.44.d,..r,.a A fl } i. z.. s 9.i ... M..,.�..-..I o.d A...:: b +P" --'�i + ' ...wrea r rk...r,a<e« s. .d r.... .....!,.y..„a .ter ..,,rl "r "'`f- ": _ - is ,s P`:°t. - ..t r. Ps* .-r.a n.✓4 sssd Iti ` ,,-.�""-'- - -. . ' ' �-� ,,., -n,,,�; ,' .vxi.'�..o.,a .1.u.,:.ed,'r .Av.,",rr•,✓r '', L >'. ,.�.-_...«..ea�`w —3y� ,�= 17 II r t ,..A...t t J q �'t ��4 P. �M. '�'>`F V 4 ..,r'�1 �� t. P.' ; rr� -., a. - ....�.. t . ��_�..�.. __ .. �. _. ASPEN DRAFTING 1701 Kipling St. Suite #206 Lokewood, CO 80215 5��'Rc PROFESS/ Phone: 303.997.5647 ,,X]-- WEST BUILDING G 1 NE O www.ospendraftinq,com EAST BUILDING C� F NORTHEAST ELEVATION WEST ELEVATION .� NO. REVISIONS BM DAZE ( ARCH.REF:1/A402 .j 656 ' E ARCH.REF:8/A401ENG NOTES CM 5�6f22 DEFERRED SUBMITTAL REVIEW(THIRD VARTY) - No Excepti«r Taken Make Car.actors Noted ❑ v/ i G h Re7ectatl ❑ Revise and R6-SuM"R ❑ Vi t�oO f. Sobmil SproAod Item ❑ ` 1 a y me bcum mts a aro"aq�`aa"`e"a Re°`""" `I�` ,�. DRAWN BY: CHARLES MARTIN office r«gene a wmam®„e w m e aasg"wac and rot interactiono °r"o e"`swIh a ays"�' e -0. RUS� 05-17-22 CHECKED BY: EK Kramer Gehlen and Associates,Inc. „,.,.e., .... Consulting Structural Engineers r Dea r' Br NP EXPIRES: 12/31/2022 H E 2.3 3 PQRP R of Z DALLAS GLASS & WINDOW El E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12E13 E14 E15 E16 E17 E18 E19 E20 E21 E22 a 5 x� .r °s =; ... �s 4 * , 2 ,.> 'r ,�,A 0 ��` s tt- did -- :" - --- - =- r --= _ a . v. :. .v &-� .. i, .- 74,-•. 50TH AVE NW ...- ' : 1 $��F: _ - '.,ter- _ -pax. _ Fes• >tis u� -,= _-- -:"., _ ,: — — _ = -1 SALEM, OREGON 97304 � _._ . � _ _. Phone: (503)589-4910 ;: :T` i --_----?.'P-' F. . _._._._-_- '#^'-._I,.; '' "i[r ._-.... is",7.._._._,i' .-_`-.- _.._.. • • =Y�. _ _ ._ !I � . t ___ - t =3 • C2K ARCHITECTURE,INC ::.,x:,='--+i ii--- — y_.—_ _t a,�: --- _- --- --.", _ .-> --ass-w s - �- .,=: r-� k _-f" -- ----- - ▪-_---_ ..." ._ :' ._,. .epos-`2 rs;.. r...sF.. k:_._..�;.�..�.. lw-+- { .`-" " ' '. +, 9 -�3p$ 1645 N HOYT 1' ,,�-', .. r"'." -••' - - ,. }-_ _ __-. .�. %f _ E/-.—.—_"^ �r -I _ .1.:__ L�_..-__._. ▪ __—_-R t'�xf? e-' ,..�.r O v PORTLAND, R 972 503.444.2200 r.s� -----r+a.'S'�`z.._- ,_-.S ,... '1 1: i- 1 f L -�! 1 (� \I j� ._33:- Err. ' -a:: r- -.-,.:- _:.�, - t: i '�- � i-.A�' F ,,=..s- � J V f-1 W LS CONST CTI EAST BUILDING 2905 SW 1ST AVE �.-SOUTH E LEVATION _ PORTLAND,OR 97201 ARCIi.REF:3IA4p2 503.944.1259 \ UJ_ i NAME: TERRACE GLEN APARTMENTS 9650&9660 SW GREENBURG TIGARD,OR 97223 D A TE: 319122 1..draemgaretro.,ika-tope^Dealt.s,M.pretat el wlweaM1on and+ae eppuuHon o!p,°Ew Is ao.ee by 1M artMfed,itK sde E22 E21 E20 E19 E18 E17 E16'E15 E14 E13E12 Ell E10 E9 E8 E7 E6 ES E4r E9: E2` E7; purpose°" '°*'"s""° ""'" '" "°"'M'°"d0i"°'" toe eDre at.a..tY latter of the par.14 Mutely+M sole respooplooty nfy�ng YI tM C+aewens Q.un+itiez desiy,r<pwrexnts i u[IwY subco ly a t r/l bF..t. Ho ever .s treff le gels rase of, 9lacng 1 subconlrrztm!t5Me•ti .However i!e a 11,t�.perlan+IM:'Mt!ltt efr,ctw cowaeuht.nd to thps•,m alt amen attecree sWcontra<'ws. irie er,of ined "_. 3 ��+��_��f}}} y,-(._., _.y ale any say MtaW<tor auY..roes uAoo'om�ssens inpl:e0aotmgil trot be tNEn :: ' ' +ii3lt' °"rkie . T+.r ---- - - - - 1p these snap&aw',nisi be epaared by the a..reel aM.44.r } 4 t-}"�' SS� prior to peeper.me order olarement and tapr:cat.gr M .,�,._ �,; = _,- ' --r ,.� ,, e°- ,a -! ks,-' 5' ©PCl9...d.........4. ..,..X..II A«.n+r. r.yx..p. ter 44 «. -�.,: :t': � V� rP: r2- _ 'r" ,.,....,.14W � �=. 's^ .z -' i . '-. «d,edw r.�ati..srbr a p..Md Ay p.y..,a a..d '�r --,x.�»-7-'r�...... "rE t s -,-,+- -., _ . x xr�--- - ...n ?.. - z :fir 4444.4.et lies•a......o.end alon.ny.co.,...y:....,y e.,ae 2. _..P U -- - ` ^'`j ^gym z.r.. ,y,�v 1. -.. _,� sxr err«.rat j.L..c✓°s°.d y..n,.an ram,..+lr-yu ;:`..n ' ;. ', _. 'P 1.,.> A �. rc ;+ ^K -...._�....««.r t "s ._..._-..._ y.r....p..YOY al--.ty. DRAFTINGASPEN $'T { .. s _� T Suite #206 -i - ml— zl je, sac -a .. :.T �--t —t �+i • P Lakewood, CO 80%15 : ` : a, » .. 2r . Phone: 3C3.997-5647 - IEIIL r =sle s _1 II c7�c.. .. ! Ff`5`S, www.aspendrofting.Com G NF D 4� 4) NO. REVISIONS BY IOATE „ _. - DEFERRED SUBMITTAL REVIEW(THIRD PARTY) �/ 656" E , ARCH ReouNEs cta s,.n2 No Exception Taken Make Corrections Noted ❑ - -- ENG NOTES CM 51ti22 Rejected 0 Revise and Re-Submit 0 . GO -- I EAST BUILDING Submit Specified Item 0 '- o0 The documents contained herein have been reviewed by this ?2 2 NORTH ELEVATION office for general conformance with the design loading and for T ' ,�. DRAWN BY: CHARLES MARTIN ARCH.REF:4fA402 interaction of components with the primary structure. D. R U S� �5-17-ZZ, CHECKED BY: EK • ___.- Consulting Kramer Gehlen and Associates,Inc. tea,.- Structural Engineers Date o5rz7rzozz By gyp EXPIRES: 12/31/2022 S E T 2.4 3 .. . - - - D...CI.4"21 -...- --- .. 1"" 7..11 Iftli.O. _ 71.11 1/71Z.O. ... ig4'21 145 1721 DALLAS 1 94 117 yr , R-11 MT RP. /1‘•-. , F.D. • _-., '\.. '''-- F.D. , , .,...,-/- GLASS & WINDOW )- .,. r te ,,_ 7011T lET ..-,.-- ,E , - T t _ '‘, , '. 2' 24 1/2" 30.0. . 2' .. -, [ • , 1 ' 1\ i 1'-' '..'....- ....,....1,... .... L \ MI , } , • • ... 2 I: ...- , .. r irr---3 1 „/' 4.1 , I; ,t ' t k , I-- -- • 41 : .., - •i,o.Iv i. -, 1-.. - , .j. iv ----.L__ . '..,...7 -1---1.-• ' i [r ± . L___. . 1 -- -- , . . . , • ' i I . t • ' ( . , 111 50TH AVE NW ,; ----) , - (- :4 , - - ft I) . I, SALEM, OREGON 97304 . 1 rt . t I..._OR 1 'd o r_ ; I Phone: (503)589-4910 .'• . .., ,,,,,--- 'k - le O 1 ---, ( 4 Is /: 5 \ ,- , 4', 4 , ,---. . 1 / 5 . . 4-,--i': 3---4\ :-- '-= ,.--I''' Lz-- f- 4,_......., 0 t-rt-:- _ ' go 43,..' 4.3 1 csig s 0 .I"' 3 o ‘ 442 --' ',42/ I,42 I 4.2 4.3 ' ----OPP (....,-.....-.^-,-,1 :-.' - ____ op),--- . ,,... r.9 . ----OPP `''4P. ' . 1.1 ,-a s- s 0 6 ARC- 1TECT: 1 . C2K ARCHITECTURE,INC . . , ,..-, , 2 , (---2 , L , 5 ll - ---, ) ' z----' i„.---kill li Gil 4.1 '--1/T -_-.. , - KGL1) --- Keill; , G11, i T ' 1645 NW HOYT t L 1.2,....„L'T i ----/T - , ' PORTLAND,OR 97209 . _ . L. . 503.444.2200 N'- ..- t e, 1.1t Zo'4 • :.. 1 1e. 4.1 ; -21 -----) . - .1 il '.. CON TFACTOR: ,.. .. 2' 1_ r 7 3140. r . WALSH CONSTRUCTION -36-1 r36-1 .....„ ‘ , 42"/ -----, ,. ,,,, 47. ,tir -) ," 17 ,, 2905 SW 1ST AVE; . , FL. 1-'11.4,..(-.„.....,.....-17 1\ ‘.D. / . ..!-. -CRITICAL DIMENSION- '. "CHTICALI.TDIRME.^.SION" PORTLAND,OR 97201 0 3"-T FLO. . M31 1 ' 1431 . 503.944.1259 • /A,,-, FRAME ELEVATION FRAME ELEVATION , FRAME ELEVATION • c- - SCALE 1/7.11-011 Be sc,...E.,,,,..,.. . (De) SCA._E liT=14. \ / R L' J.-----CT \ AM FRAME(A)ON ARCHITECTURAL DRAWINGS FRAME(8)01..ARCHITECTURA.DRAWINGS 1 ,, FRAME p ON ARCHITECTURAL DRAWINGS - KAWNEER 451T-VG.FS(2.X 4'M'ISTOREFRONT KM/MEER AS1T-VG.FS(T X 4 1/21STOREFRONT KAWNEF.R 4510.VG.FS(2'X 4 I/21 STOREFRONT 2Thus TOTAL 3 THUS IOTA_ 1 THUS TOTAL , 2 THUS RE=WEST BALDING LEVEL I SOUTHWEST ELEVATION 3 THUS RECTO WEST BULGING LEVEL I SOLTHWEST ELEVATION ', 1 THUS REOD REST BUILDING LEVEL 1NORIHEAST ELEVATION TERRACE GLEN APARTMENTS , _ ,,,„,.. ..„Ft::p.... 10,1 NT ILO. 9650&9660 SW GREENBURG pa aitn TIGARD,OR 97223 _ . . 117 120 IV It? 11 144 WI 52.5 I/7 R.O. I _ F.D. . ' MI? 107 III 1/21 _- 37 3p s• 38' 37 3/1r __,.„...L.--ir , , ,,, roe.Licto .. 2" ''. '','1/7 FA IT ./T -, DLO. D.L.O. DLO. ..7 -^-'''''' 2' /1\‘`- F.D. _ I3r1D ATE:3/9/22 r 2. ..., 20 1/2" .....' 3'DO. -.s. 2' -,..., ..... DLO 13E1 I. 1. r ,h.odcwtmlaP rancecent t h a-aspen Wrath,s tntecorelatma pt te.r-t-,.....-a-rt, ,atermatton mut the applwamon oc Aced,c crowded by If.archttect.the sate ( 5 ) I' f‘' 5 \ , 4.2 . 1 42 ) ,.-- i I\ 'I. , r I. 1. ,t , '......-11.1 ., ,. ' I. x .., ..... ooraose of these<Warms lc to ass,s1 the glemng subtantrwccee/faltrwafor at 1 Me tatametoon and installation of tn.talarns tat hmetely the sole raswortstel,ty - yy. ,4.1,' , of estertying alt tn.Pmensrors m.o.*,clesur realm-v.0s structural I ' fw, s ma Q "*". ) , "• ..4....iii 1. i. 1 . - ,.. , 1 _. , ,-- eff egedy end the metatectur al intertt of the qtavng m Mat of the giumg -- ' .1 i 1 '",.''.', .,, . i, ,, , 1 , 1 ' ' Subtentrector!'Mescal,flowery a cs squatty nowt.,that the genteel A , _--t..---_- -- -I--, - ; I ---- '. I-4.2 I ,..4.1,7 , , I t------ I -J - ... '. ...tor cooreanate these drawtems cwth all ether-of F ocfotl subcontractors ' ‘,4.1-. , - ,.. Ita .". i ' .', 14 ‘,42.,... t. ., the architect of record end fee EOP I tilt-aspen Draitmg toll not be held at 1 ; - t , ';,. .-".---'' ) any way liable Me arm errors aa0 co celsrn9 matted or othemose l ' j y -- ;IT . , •.; . i'--4''-'-,-\-: ii; e'S•, , „,„_,,,,. „A • , romryir ipdt.sai.1vCrk.elr.aiI vo0.n,0v 44r9ah e a 4w.l.t1,a.00.d.00..eo s,-o modMfoutoafsfoc.to.e.fbn..em...e..at4.t'«tmoono6.d.l a,cblfe'y,(tw"0teh"e.eyt ra c.c.h.s..r.ate1i.i ` . 3 "44 " d" "jawwy•.t4 46 .p. M. edi tal ,c-w ll'w 0 -.) 1 \ r '1 it z 1 , _ f. -;.- z,,, ' ,,- -.., ....-_ . ( :: ,. r-3 t t 4 i 4 ‘ ,. . , ,,, . ri k ,(.;,!,o,_. £E"- I d.,.; ', 4.2 j • A_, ',",- .1 t. To -;,0,-.• t 0 " 4.3,1 1 %..„.4.3 ' 0 ' r''g k le 6 .4.2, ' 4.3 • ,- r •„„4.3 ' . V o ' WK..1.......4.ff.,of of-ff.,of...*foolt ill'ol/ffliya.... OPP-- 11 , - ..., , , . ..' , - ,...?.... 5 ASPEN 4.1 al ' 4-1 :' 1,RAFTING •,T 7 ',Gil I, -- 1701 Kipling St. - \---1 T 5 ,T Gut> ) ' - II\--1,T , I T .., 1_ Suite #206 2 _...1___NI I .......... t-l'IVIA-1 0 PROre ''',"--E1A2A' ' '' N 4, Z Lakewood, CO 80215 t 6 • 0 .., - zt,‘1 - t i ;1 ::.,1-- Phone: 303.997.5647 1 N k-4•0 0 ),4.22 .. , www.aspendrafting.corn ";,- i , r .. (44 •P - , ,,,...- ..„..j r NO. 1.REVISIONS BY 1 DATE r .4 .,. D.O. r . .41 656' . "E (... DEFERRED SUBMITTAL REVIEW(THIRD PARTY) 7 0.0. . 7, ' :381 Del 1 ARCH REDLINES CM • 5,4122 No Exception Taken ill Make Corrections Noted a ' , !... 1/2'L' ar ;IT ', - 217 42' ENG NOTES ,- CM 5/6122 FT ^:....,....--I/ ,.:'1, Rejected El Revise and Re-Submit a F 0 1 -. , . -CRITICAL O'HERRON" ' . (..., 0.- GO /.0 -CRITICAL DIMENSION*" - C Te711.0. /\ C., 0 Submit Specified Item 0 . ,,,... .... rj C) The documents contained herein have been reviewed by this 1431 • . '1'. INFiLL KEY ,... 1431 i /1% .. .. 12, I- office for general conformance with the design loading an for „ .FRAME ELEVATION ELEVATION VISION -- , DRAWN BY: CHARLES MARTIN FRAME ELEVATION /re'n, FRAME ELEVATION interaction of components with the primary structure. G1 SCALE IT=',3" CEe-) SCALE VT=1,0' _ D. R US. 05-17 22•GeJ CCM F Iii".1.4" - Kramer Gehlen and Associates,Inc. . FRAME(E)ON ARCHTECTURAL DRAWINGS FRAME(G)ON ARCHITECTURAI°RAVINGS FRAME 1.Go ON ARCHITECTURAL DRAWINGS BRAKE META1 CHECKED BY: EK Consulting •Structural Engineers _,..... ...,, , KAWNEER 45,T.MGES(rx 4 1121 STOREFRONT KAINNEER 451T-VG.FS(2-X 4 ItT)STOREFRCKT KAWNEFF 45tING.FS cTX.4.Al STOREFRONT I THUS TOTAL 1 THL4 TOTAL I THUS TOM. 1"PUS REM/WEST SIR LEVEL 1 SOUTH ELEVATION EXPIRES: 12/31/2022 -THUS RECYD EAST ERLDING LEVEL 1 WEST ELEVATOR Date 05/27/2022 By NE' _1,_,, 1 TVUS REOD WEST BUIL3NG-EVEL 1 SOUTHEAST ELEVATION ' • FIELD VERIFY ALL DIMENSIONS ) S I I I____ 3.1 ED 1- 13 p.-.irri,. Ill.-rf' DALLAS 449RR0. 7SV' i Tara• 3.4ae^Ro. GLASS & WINDOW ' �,, , 1 4T ,.-• 171.Ml r. Imp ..» {117 _. 16lir _. 112e 4 l IZ 1118' 1 T.D. i -.. - -FA T I.rI-,I. F.D. Y �__ 7� � 401/I' ID i/8' MST ARCHITECT NOTE: 7 N511Y 347714 T.. ARCHITECT NOTE'. Myt. ,.2 -�_ _,, FRAME WIDTH DIMENSION NOT --.-y --.":- . FRAME WIDTH DIMENSION NOT - .- 1: D.L.O. D.LO. ,, 3, am 4L.o.... i' :i .__.. D.L.O. ALIGNED TO FRAME SHEET A950. '��` � „,......1 ALIGNED TO FRAME SHEET A954 ASSUMED DIMENSION TO FACE `r` ASSUMED DIMENSION TO FACE f i A,.':- 2'. OF STRUCTURAL STEEL CALLED .�._»...z. !`. OF STRUCTURA.STEEL CAL.ED OUT AIS210 3 OUT NS210 1 1 �- 1' rr 4.1! t41 / 1 a 4.1 r t, 1li 111 50TH AVE NW 1 u , SALEM, OREGON 97304 Phone: (503)589-4910 tx 2 A o T - $ �� 4 ) t_--_.. ' 4 -j-r--. 5 7_ h t •. o 8 • 4 4.3 42` ! 4.2 4.2 4.2 43 t4 �`� 43 42,'" --1-. ; O� IP R R�1I .1 al T I'T t I j'\-al--/T ;,a"T --'T 4 C2K ARCHITECTURE,INC t t to N � ti 3 { 815' :T. rv' 7 1645 NW HOYT LL t �';` PORTLAND,OR 97209 +rLL +eLL 4 _�...,..Jr 1 , N N j N 503.444.2200 CONTRA (- OR : WALSH CONSTRUCTION 1 FRAME ELEVATION ' FRAME ELEVATION J(/ 1 FRAME ELEVATION 2905 SW 1ST AVE C Je ) SCALE !2-:Il Ke SCALE'7-11 IKI eJ SCALE•;7.1 9' FRAME JIOlAFtCT'ITECTURALORA4MNGS \\\ FRAMEIK)ONARCI4TECTURALDRAWINGS \\\ FRAME/IC)ONARCHITECTURALDRAWINGe PORTLAND,OR 97201 KAWNE�45+T-VGFS(7 X4/r21 STOREFRONT KAW',EER 451T.VS.FS(7X 417)STOREFRONT KAWNEER 451T-VGFS(T X 417)STOREFRONT 503.944.1259 1 THUS TOTAL I THUS TOTAL 1 THUS TOTAL 1 THUS RE09 EAST BUILDING LEVEL 1 VEST ELEVATION I THUS REDO EAST BUILDING LEVEL WEST ELEVATION 1 THUS REOS EAST BUILDING LEVEL 1 SOUTH ELEVATION 6 ' -5 1/8" TERRACE GLEN APARTMENTS 9650&9660 SW GREENBURG 1 E.63bd a ` 5-ure'R.O. ,5„A, TIGARD,OR 97223 - r �r;' 17 77 SN' 17 N 17 6D 1B' -1-' 117 YT s n T 15 T'8' gqq 15 TM" T T10' ID.0. 571157 41.0. C - T E 319122 Y 1' 1' T :;S r.'' i. t, � _"T4 in...ter...¢eVr A AsPeo Dratten)smferp.t .enel $ 7 urlornetnn and Ineapplaanon or products Kendra Al Me arc TN sore sore •1/,e� E 7'- T purpose or Ilie eg ' se... s IStoa..,.,lM al erne auk onrrantor/ran aler in } ^• net M and alNl WI Ae glad.;IAI Y tote responaJadag A} .1 or.e rdn9 H. dt.ns arrant..*sir A..ra is,Irurtud • 6 __ L 3 { 1/ *taint, Oran 7__ 3__ ' 2 ( .. uarenr `(adman*F* s*tunny sW or al Me VW, 41 4,1 A. ; 4.1 t, 42 / Al S S R /� contractor caramel*Mesa ng, .ell m elected subcontractors ! �— j i N ��• 'CAI .T_ _�. �'t'_.. ^C D +l ar-ect me t,I0rr of reand errors s ir-0 pR NA,dP M e;g�no`be nec4 n `- - .......".".. _ e - 9`(` l.1 any 5-1 bade to,r aM M or oms o w - = R11111.111011 I t \� 1 S Tlnse anro Vra.Sgs..,Ee approred by Me 1lnlere aM en9�roer • �- .4 G 1 N C`n /p prier la prepare,In.order placement and ladrtal,A I I ," \ ` p E ,. ��v ©sera s«.>..r..,xrx a.n....a-.4,�....Prat*, 6 4 'E �. 1` eta 56' r ... .4w� •4 2 4 ��3 2 .4.34. »1......t. R.f yon, .....u. o 4.3/_" -_ 4 3 - 4.3,-, 0 'iI. t �`4�3: - 4.3? 4.3 1 T 0' u...e.-....6..4 .,d19xe_.vk k o — � o .s_ ) k k o . { / a v GO h r4 .m- r1 Ae9 s C c Of" N h. u t �OF� OPP t o.Cy:yIg!Gt ft { 25 gF S p v� 8 'i8 G� 2�O YiurK W rcJtr_s i F ) r 1 r12 i � . i N D. RUS S� 05-17-22 ) _ . 5 F s' _ ASPEN 'q- 41 )` -- --ti __r_e ._�1 ct11r 4 3 i EXPIRES: 12/31/2022 DRAFTING 1 S ,_ T : ,GL11 R.1 �I<'Gt1�GL T ) =-�nT i_ t .� T j 1701 �ipli�gC St. ii jc Ettt11 • _ ` Et }, l' Lakewood, CO 80215 ,....�__., i r' 8 ) t 4.2 1 1\. C 4,2 — Phone. 3©3.997.5647 t �,_ ..._... j ,� 1, www.aspendrofting.com L ' JJJ 1 /t\'J D•a NO. REVISIONS BY DATE DEFERRED SUBMITTAL REVIEW(THIRD PARTY) 1 I ARCH REDLINES CM 514/22 No Exception Taken IN Make Corrections Noted 0 F I ENG NOTES CM 51uf22 Rejected ❑ Revise and Re-Submit 0 Submit Specified Item 0 { !NEILL KEY The documents contained herein have been reviewed by this l --- i- --- --- -----. 1 FRAME ELEVATION (N Te` j FRAME ELEVATION office for general conformance with the design loading and for i Me J SCALE FRAME ra 1�+ scue •7 interaction of components with the primary structure. AWNDRAWN BY: CHARLES MARTIN RAME(III ON ARC.S(2'X4 .DRAWINGS FRAME(N)ON ARCHITECTURAL DRA1MNGS Kramer Gehlen and Associates,Inc. BRAKE META. CHECKED BY: EK a KAWNEER 451T-VG.FS IT X4 17)STOREFRONT KAWNE R451T-VG.FS(7 X4112)STOREFRONT -.._._... .. THUS TOTAL /THUS TOTAL ConsultingStructural Engineers 'THUS REDO EAST SWUNG LEVEL 1 SOUTH ELEVATION 1 THUS REDO EAST B/4LJRK3'_EHEL 1 norTH ELEVATION 9 _ _ Date 05/27/2022 By NP FIELD VERIFY ALL DIMENSIONS SHEET 3.2 OF 13 Papa 1 1 of 1 • • INTERIOR DETAILS: ,r1 _• ' �. .._.._-._. Ur BA 14 P.O. DALLASIu4,B 411 tRO, [1B141? , ,�,? _-_GLASS & WINDOW F.D. ,? n 3W 1? 2 53 t? ,? l F.O. F.D. 7 38416' 3'-2'0.0. 38 9I16' 7 S • 4L0. 1371 ..... D.L.O. L. - 7 15716' 3'0.0. 157,r 7 ».'-..OLO. ;36- D.LO.,. t 3'0.0. r 141? 7 7 4.2 4.2 1 4,4 44; it c G 1 S...4.,_. � ts, q q q14 ...�_ r 1 111 50TH AVE NW I 4 t ;I ,41' I I i SALEM, OREGON 97304 2 �� },I a.3 Phone: (503)589-4910 6 2 / 7 1 2 I z 2 j ( 3 nL o 44 4.3 l �j 44} 4 $c' �o � i g. } 4.4 4.3 4.3; 44i o s �c x ¢o o pl4 3pp d �� r� m U 0 a , z ate: ; -- m a , . a ao moo : � 4, 4. LL - I _1 C2K ARCHITECTURE,ING cugT�a ta,ti a1A`as ' I I 4 1645 NW HOYT �. ?� GL114 - GL1 I t (i�> gat PORTLAND,OR 97209 -T a, ... . _._. ti. L t--=, .. _ _ i ._r- �T 503.444.2200 T �T T 3 1 ' 4, CON TOR : _[ � DELETE CURB PER RFI-170 3' r WALSH CONSTRUCTION 47 ,? ri 2905 SW 1ST AVE -CRITICALgL'ENSIDM PORTLAND,OR 97201 R.O.,43•I ` 503.944.1259 C//,1't _FRAME ELEVATION ��]1 )_FRAME ELEVATION i ]A/� \(FR:LEVATION ELEVATION {r�'� V l )-SCALE tiY=t-0• -__. �1 1 1 l�SONS t?=1'-0' } \1 Y11 J SGLLf ' - 1 (^t I _ T NAM - I FRAME(G)ON ARCHRECTURAL DRAWINGS FRAME(N)ON ARCHITECTURAL DRAWINGS 1 FRAMRCHITECTURAL DRAWINGS 1 -__ _ __.-__ _. NAWNEER451TAIGES(2X412')STOREFRONT NAWNEER451T-VG.FS(2'X4121STOREFRONT KAWNVG.FS(7X4I/7)SfOREFRONT ' TERRACE GLEN APARTMENTS 1 THIS TOTAL 1 THUS TOTAL ( 1 THU1 TINS REO')EAST BtARINO.INTERRYY-LEVEL I VESTIBULE Et22 EAST 1 THUS REOD WEST BI.AMO-INTERIOR.LEVEL 1 VESTIBULE W'00 NORTH i 1 THUST BUILDING LEVEL 1 SOUTH iiEVATI°N,..JJ_...�._ _,...._ >' 9650&9660 SW GREENBURG r .,_._....-._--.- ;'CAI71CAlDIMEN•90N" TIGAR R 97223 � D,(61 Mr) i t 5,111?R0. }'I 3,7-RO.12' 0011W 112' t -_ (71121 I (43"j F•4 ) 1? 701? r i? T I 17 47 7'116' 3'4Q 7Ui6' ti F� S t .�. y.-.-N FO ..� D A L3/9/22 D.LO. . ., (367 DL0. 1 <i 2' 30.0. 261? S _. -.. _. -Z i• 1' 7 ), m 4 Q .., 2. I \ r 1._... 3, 1M5 a�,res W a M „q,n pr I __ `. , sole ' Y i ;: 1 1 iniwaaYlonlhsfM rpp p d rspra.,aw,5 rN,. rlw 1' purpwe of rnase bavrep5 he gl p ntr taer 2. •�.�... i `/1\ of renty pan YrOwP r P+an ks 4tWl gw'en Mstructural Y „--. ...ply .near e. en s vamp.Mat o Vamp (/ ,q • t r t 4.. wet t 1 V rw.t 110..f.'1 n. ..ft enna rAar h 9.+,e.4 4 - Y i ^ --1 1 ( Y coot I mordent.me Man other attested...tram ,,, 4.4 t c (. ( ar ti l h C N 1 Fr 4.4 J thearchitect et record and the EN IPA Aspen Ora eg Wl not he held n ,4.4 S 4� ? - Y aYladd for ante ors and o.anemone Apt.wome.au . ?: :�� t,-- , -__i : ...) _. " i ii f- ( ma�anmt be wprww by the x ,rKr�e�yn<H - F�Ep PROFFss ,p= p._. ._ (. i i ; Jr- all T.'._ poor o gthe Vet placement and tear.. ti �s--;� . prep.., i' I '' _ -+1 � G I N E /� c � i V. ©4019 9.....*..K.A.,6...a.e-/'M^1y'�W 5 1 54....4 at...I......A Led .A.n I. 656 43/ l 44....s.....A rsp.11•-'r w sr ( 7 2 7 6 2 ( 7 _ (,6 \t I 7 6 a L.....J..a G.. ...,:,..fix i r.Aam i a /a�, 4 4 4.3 a4 :. ,44, 4.4 4.3 a 44 1 - : q:. . '�4.4.1 i `T. 4.4 - v a...at..> ad...a«.,...,. ..Ap.yAr GON _J I fLYY...m•.. IC/ a['o g� can -'oav W C. s yo �C t N g g� �7 --'�l p E _. $.o a o ; E $a I. 7 I _-anP G� �.. -t am a I i c Ste. / HI S s I 5 I _,-- _ -_,-) 5 y o. RUS. 05_17-22 1---` ASPEN DRAFTING IIGL1A 4:4 1Aa4 j EXPIRES: 12/31/2022 T 1701 Kipling St. ,� :GU) 1 ) GL1A j 5 T T T i. Suite #2060 ____. _--i_._ _.___- j i ; r_ t__-_-'-- --_--_.-- _- , Lokewood, 80215 > E1Di498' I r E122C $ (*F,-#.3 DEFERREDsusuTTUREVIewlTh1 PARTY) Phone: 303.997.5647 3 , 1 23 ' 3 a YY1� NoE«.�p„Taken• Naar ectono Nowt❑ www.aspendrafting.com '.,4.4 - ., \ .. -- 4.4- i Rektted ❑ Rayseanaae-aromil ID NO. r \\ � r / 'yt i i 2' _ aD.a '\� z' i T o h �learn°re, p.w,n;. 'REVISIONS BY !DATE -.. t 1361 oft.for gene.conformance+,m..a tleugn.4.1 and for ! 3 'i� % NW18eebammponenuwIllNopnnwryNuehae ARCH REDLINES CM 5-4/22 - > '�' - 47 _" t? SKramer Gehlon and Consulting Structural Associates, ngineers ENG NOTES CM 546122 4 )y F.D. j Date OS'Z72022 45 , 1 4 "CRITICAL DIMENSION'. j NP ; V it ( 3=T R.O. , NiFRAME ELEVATION r •" FRAME ELEVATION 2 •, FRAME ELEVATION lNF1uKEv I �.IF 7-,P I\PI / \. l DRAWN BY: CHARLE 11 SCAS FT.1-0• VISION S MARTIN FRAME(NI ON ARCHITECTURAL DRAWINGS S FRAME/F)ON ARCHITECTURAL tViAWVIOS 1 s 1 FRAME a/ON ARCHITECTURAL DRAWINGS CHECKED BY: EK RAWNEER 451T.VGFS(7 X 41/2')STOREFRONT , ,` KAWNEER45'T.VGFS(7 X 4 IT/STOREFRONT -.- KAWNEER 4511.VG.S(7 X 4 121 STOREFRONT BRAKE METAL THUS TOTAL 1 THIS TOTAL 1 TAUS TOTAL uvw re.m5i 1 THUS REOD EAST BUILDING LEVEL 10/5TH ELEVATION 1 THUS REOD EAST BIADING.INTERIOR-LEVEL'VESTIBULE E'22 SO..TM 17HUS ftEO'D WEST BALDING-INTERIOR-LEVEL'VESTIBULE W12150UTMhEST 4. FIELD VERIFY ALL DIMENSIONS S H F-ET 3.3 OF 13 . 1 DALLAS Q EALANT AND BACKER Tt'P. 3k' I 13I4 ecd(ANTAND , GLASS & WINDOW MN BACKER ROO.'VP• EDGE DI5T 489407 PLASTIC POCKET FF.1,ER MN _ EDGE pSr , N. - a --I J .� ., �� 451-VGAOC GLASS T� CMAL $ '.I 451-VG572 RECEPTOR RACE IN/WEATHERING r �. ' �� FILLER ,�- .;,;�� - '�' 461T- ! 'i - ,-_- d 451TVG570 RECEPTOR WANEATHEf54G t _ .f VG570 RECEPTOR WNlfATMENING o —� :i„yh v �...r . _8_ -• L �i -t ' _�f-t SEALANT AND SHBA. r —/' +"'✓"iII 451-VG572 RECEPTOR FACE W�WEA'HERING 451-VGq'A GLASS STOP BY INSTALLER i 441.V(;CpI Cy.AS4 STOP SEALANT AND 2 L _ BACKER ROD,TOP. w' {, I .L'.'f� 451T-VG-003 HEAD L� ---. ANCHOR AS RECTO i; /s,T-VGdxD READ 6 ,. i ION E - f n I 3u z w '�;, f l.__f!S'i_12R. __,,.i SRN AT HOP o 111 50TH AVE NW _-_. .-d C-1 1 LOCATIONS TYP. } � - ! (��.__'?L .__ _ LOCATIONS AT ANCHOR LL o "( ( 534108 THERMAL DOOR WAFTER E LOCAnp4s TYP. SALEM, OREGON 97304 g. I 114'X3'SIMPSON SOS SCREWS n 1 (2)AT ALL MULLIONS OTBB32910ID SPACER W o { 1,4'X 3'SIMPSON SOS SCREWS (13I4"MN EDGE DISTANCE AT WOOD; 6%832 RIG.SPACER RM p I (2)AT ALL MULLIONS Phone: (503)589-4910 13'MR4MUM SPACING) 029087 4,041 1J7 AB=HTF RH (t 3,6'MIN EDGE DISTANCE AT W0�1 I.. i 027413 WEATHERING 4 I. (3'MWMUM SPACING) 7314' g.7 _ g FOR'DERMAL DOOR ___. __.__ `_ _.__. - $ 028260 88,218"ASP,IST PLEASE VERY to 089177 ODOR STOP ASSEMBLY 3 S'16' ,., 41r2' ._ PLEASE VERIF A=R C I T E C T: C2K ARCHITECTURE,INC I I 1645 NW HOYT (3 1 )} HEAD DETAIL 6 HEAD DETAIL _ PORTLAND,OR 97209 ; • A931 SCALE S=t•�• �02 a19700 SCALE 6'=1-0' 503.444.2200 �r/----T 4—_ DOOR HEAD DETAIL C O h T A C T O 451TEG014 SILL { ' '-- SCALE:6'=1'"0' not ANT Afq 451TYG037 HPSLLFLASHING 111 WALSH CONSTRUCTION 451TVG316 END DAM t 314' 128583 416.1081.376'CRPHTFS MIN 2905 SW 1ST AVE 028908 48417 PHTF'AB" EDGE DIS? 127043 WEATHERING PORTLAND,OR 97201 H' r �.�uUM MAKE METAL - 1� 503.944.1259 i .AVER CAP . .FINISH TO MATCH FRAMING �—� r ... _ ' g 1 ` 1!L_.I I 2, S'J } 1W DIA HID KWO(HUSEZ COUNTERSUNK .- P. i . CONCRETE SCREW ANCHORS R - NAME Fs\ e i s.-� (1)ANCHOR CENTERED BE-OW All MULLIONS O J—C T 1 \ A M E. LOCASEALANT AND ? NF U.-nip t -� (2 t?MINIMUM EASEMENT) S AT ANCHOR BACKER ROD.TVP. '•... G4',„�.. _./ 7. (7 MINIMUM EDGE DISTANCE) I 4� ' ,M'X7 WSON SDS SCREWS TERRACE GLEN APARTMENTS > .-_,-. 1 #12 X 1'TEK SCREWS I: (2)AT All MULLIONS i (3)SCREWSATINTERMEDIATEMLILL10N5 34 MIA EDGE DISTANCE AT WOOD) 9650&9660 SWGREENBURG / (2)SCREWS AT JAMB MULLIONS '`' �.J_II?S)___-.. (3"At14MUM SPADING) Y - ;,,AT,B'0.C.(MAXI SPACING BETWEEN m. 51 SEAI.A,IT AND SHIM. TIGARD,OR i I ) (3:4"MN EDGE DISTANCE) BY INSTALLER 97223 C063 ALUMINUM BRAKE METAL 4 1}1 (1'O.C.SPACING) FINISH TO MATCH FRAMING . I ,�' ANCHOR AS REO'D ' ALUMINUM ANGLE 1J2%5%t,B'LLM 16063Tfi) i ' SHIM AT ANCHOR r ,L7HH �, LOCATIONS.TYv z " 451T"VG670 RECEPTOR WMIEATHEWNG m .'j',. ,1 451"VC.572 RECEPTOR FACE WAVEATHERINGDATE-:3'M�122---- ---- _ 0 ITI 4517G914 HEAD et to 469407 PLASTIC POCKET FILLER• se drama,represent i N AAspen Dr ft:g *met of r f of N LL *fame...appl pro prowled by Om architect the sole 534108 THERMAL DOOR ADAPTER purposerpese of Om.a. :gs the fame ebcnr Ifabrrtafor In 976832 RIGID SPACER me(Amat.o,and ostallabow ot the Mame.1.9fonateiy IS,sole espaisepfy of vont,.MI the 1Ansioni.Punta..design reputeeenis..rmct,Y9 IP 029309$10 a 3W B PHTF RH 5 029087$10t 1+7A0 RITE RH otortt,owl the and twat oleo(at Ile 9lamgn m0 of the elevog 19.o, fsubcontractor)fabr f .However.4 pugly mpertnt that me general 021413 FOR THERMAL ...attar a.enmmr he a.vdgs wetted o(h.r.1159effected smcdnrrxton. C 2 SILL DETAIL o a 0282 0 K�O5 Ps m architect rr. d old me fOR IKA Ape D attYg net NN 27 A970 ,.•0. any war me for any omen and or omissions op,.or offwtmse 1�4,i OB91r DOOR STOP ASSEMBLY These shop 18.5 i most be apprrho be the accb,ect And eryneer ..yy _ prior to preperng the order pi...0 aqf aMvatton AC4r F:6'• (Tar — $i 1+1• f ©1079 1........X..41.4*-Jyw A.p'.y q f 1A.�..f 4U..4.a...4...4 4**.s..A.9 4. I ..bm44 A A. ..y...1 A.y..d p../.74Lp.'...NM...e .. 532119 STANDARD^0'BOTTOM DOOR RAIL I 1 N ea,A"4Gs4*.4 dt...°"""'"`'"d 4*.*s..r`..0....4.,1.64 534107 THERMAL DOOR THRESHOLD o S. � 7 '' .^).J4eA^'4r^p...A.d.,.a4.A 41...6.....,L and d...a.e. JA..4 1X,.ri,.,.,/.4,y.... SEALANT AND j _ I �, M As 4 4 44..d...r 6.1 r r 9i 4 BACKER ROD.TOP. i 7 DOOR HEAD DETAIL 7XI. ,...,..A 13V'. CO2 A970SLA�SCALE:6.,i'd0' — _ ..[tY e..... 404.gyp °y!^7M SEALANT AND ` —— --- i y MIN i BACKER ROD'YP, j i EDGE PST 4 5 _ { gs �� o ASPEN ,'� �.1 L 451T.VG.570 RECEPTOR WSEATHERING 1 -- DRAFTING I) ---^j—.', 451-VG572 RECEPTOR FACE WOf4EATHERNG D�AFl iN� - ,� „._,1 11 451.VG.004OUSSSTCP 1701 Kipling St. 2 45,T VG OC3 HEAD Suite #206 i Lakewood, CO 80215 o Sz ANCHOR ��p r f\QFe Phone: 303.997.5647 y L 1 r`-7 s LrL I SroMATANCHOR s � 'C' `ss', www.aspendrafting.com to LOCATIONS Tor. ae �\� �G 1 N N . O 6 1 1N'x3'SIMPSONSOSSCREWs OOORTNRESHOLD DEFERRED SUBMITTAL REVIEW(THIRD PARTY} �41 '�' NO REVISIONS BY DATE (f 3+4'1,9N EDGE ps'ANCC AT W000; _ :: _ i --- _ AS REDD. f/ 656' • -E f F 1 ARCH REDLINES CM 514122 (1)ATAIL MULLIONS BY OTHERS No Exception Taken. Make Corrections Noted 0 {3`44NIMUh7 SPACING) �� '4" r Rejected 0 Revise and Re-Submit 0 ENG NOTES CM 518R2 2,In6' 4','r ( i _+__ .-:m)�j)T 3Tmf:=:r'�� _ - -- -- --__ PLEASE VERIFY i .: 1 Submit Specified Item 0 v GO tq _- The documents contained herein have been reviewed by this office for general conformance with the design loading and for L .. interaction of components with the primary structure. 'I,C'` 1.- ?2 a 2oO -' DRAWN BY: CHARLES MARTIN Kramer Gehlen and Associates,Inc. 'D. R VS, Q 05-17-22I CHECKED BY: EK Consulting Structural Engineers C3 HEAD DETAIL S 3 THRESHOLD DETAIL Date 05/27/2022 By NP EXPIRES: 12/31/2022 SHEET 4.1 O 13 03 A970 ofd E'.6'=1'.P 1 22!_—A97o_ SCALE 6'=10' Anna 11 nF 451TFG014 SILL 4517VG037 HP SILL FLASHING DALLAS 1 . -- 451TVG316 END DAM i O 6 Pliff'AB'TFS'B' GLASS & WINDOW 13r4' SEALANT AND o .-,..i-r-. .j,... .-, ,-,-• 177043 WEATHERING MN BACKER ROD.-YP. 4 ( j 0.050 ALUMINUM BRAKE METAL EDGE PST 1 COVER CAP. _ ` a _-'— ? LL i� �r 1 FINISH TO MATCH FRAMING -__ 4 . L 1 1 V ,,:` 2 A ALSIMPSON Ss SCREWS ' `— _ o 7, r ` (13'NIMUEOGEDINiANCE A'W000J P, ---- . SEALANT l ' p p'aynnu SPACING) - _ FLASHING ...... BACKER ROD.TYP. 9` l 45145ITFG014 SILL TVG037 S81 flA$ -- ) 1 N12 X 1'TEK SCREWS 4511VG316 END DAM o � ii j _ SHIM AT ANCHOR 5, .�.'„� .! SCREWSAT INTERMECATE MULl10NS 726583 8lS.16 x iJB'CRPMTFS E' SEA(ANT AND ;y-.,�ij i::...C'�'! LOCATIONS,TYP. =, - '��II (2)SCREWS AT JAMB MULLIONS w i o ( 028808 MBz VT PHTF'AB' BACKER ROD.TYP. 4T i 1' r,l it -- ,"' (1)AT'V(3.C,MAX)SPACNG BETWEEN 2 o" 127043 WEATHERING Zr i(- -'.fs-t!` �:� 7:4'X 3'SIEN'SOA SDSSCREWS g063 ALUAryNU 4 BRAKE METAL. '.. �.... (3M'MIN EDGE QSTANCE) i (2)AT ALL MLA JCNS PRISH TO MATCH FRAMING I7'O.G SPACING) 1' f _ CAP SEAL.TYP, }' • .:(,... , �. p3r4'MIN EDGE CSTFNCE AT WOOD) , '3'4' ,y4' " �� 111 50TH AVE NW • ..._... __- � ' (3'AIIMUM SPACING) ALUMINUM ANGLE L21 OXSXHB'LLH 16053-T6'I ;,, (IV CIA HUMS(.,:'^� SEALANT BED 't EDGE DIST �¢ G� CONCRETE SCREW ANCHORS 11 II REINSTSEALANThLERSRIM. 2 ' '- sHMATANCHOR BAc!�aRooTA"1'PD. In ANCHOR AT ALL MULLIONS SALEM, OREGON 97304 _._... .._ .'. LOCATIONS.TYP. M.- - --' (21,7 MINIMUM ELIEDMENT) 4�; r YM}NIMOMEDGEOISTANDE, Phone: (503)589-4910 u t 1►uj� ANCHOR AS RE00 y ft _r `�';° 451FVGs70 RECEPTOR W)WEATHERMG , J, 1r< �I -_._. <_ _-- - 1 ( 451-VG.572 RECEPTOR FACE WAVEATHETING w 451TFG014 HEAD 1 - 7" r SEAL ANT AND 469.407 PLASTIC POCKET FILLER 9 MN : ,,, BACKER ROD.*YP, v' 534108 THERMAL DOOR ADAPTER 1 EDGE DIST SHMATANCHOR ARC — III-CT- 2 . S76B32 RIGD SPACER 1 IT.. 976832 M10 a 3 B PNTF RH LOCATIONS.T7. --._.__._--_ _.__ '." ..___ C2K ARCHITECTURE,INC 0 0274'3 WEz1,?AB PHTF RR 1645 NW HO1 1 0174/3 WEATHERING • I FOR THERMAL DOOR 069177)11ORSABPHST 3 SILL DETAIL I. 6 ` SILL DETAIL.:. D69,77 DDDRST�ASSEMBLY _______ PORTLAND,OR 97209 1�` SCALE-6'.1'-0' ` A9701 SCALE:E:1-0' 503.444.2200 CONTRACTO : \�0 PRO,c WALSH CONSTRUCTION .\- ss, 2905 SW 1ST AVE cc; �G N,' PORTLAND,OR 97201 C I ) HEAD DETAIL 'i 6 56' 4 "E r- 503.944.1259 0 A970sr A—F— ----_....__-`--- •• co �, - OJECT \ AM =: G� o° TERRACE GLEN APARTMENTS E ��'v D.• �RUS S� 05-17-22 9650 TIGARD,OR 97223gURG SEALANT AND ' 1 ( EXPIRES: 12/31/2022 1 1 11'4• SEALANT AND BACKER ROD.TYP. 1 1 .. MN BACKER ROD."VP, 1.� - EDGE DIST . t l�' A 3/9/22 -_-_. � n /^v^.r.I u-,—,--„ TMe&wow aM 1... MpanOrafl biaMr 1 ionof roft AM ma -Tzj---°+ Y-f '': 450 126 PVC FLAT FILLER rpurport'Arm rl.ze A.nqs ro M y zag saxo I raer ar«M aqy L f productsp.wHea try thewaited.MO SW* L Z 7 5, .t o sPy Aron mM al r i IK K 4 MI.atNy . r<ipon4AYr, -_...AND Ni AAe 4' G12 SPJ'MUL IvN f Integrd,sdl Mar aantr .R.,ep315.I of Me structural 1 s -'�'- r, SHIM AT ANCHOR l SBACKER ROD.TYP. r and the 4 twat to DIY wW ImlrNl fee 9m..at t. LOCATIONS.TIP. 45'=.GL 6 MALIGN FLLER _ 57 1. tcoordinateto i6 Mall other if led subcontractors -. ,, _.—_ _..._. Me la I 1 record Me EOR.IN.A.•Aspen Oraleg rtll net ee ne,4 in 1„ v is ..7. ( tr4'x 3'SIMISON s03 SCREWS __—_____._ am.ay Nae for am errors aM or maws�l.a«alw.nu I (2)AT ALL MIM.JONS <$ (1 34'MIN EDGE CS'ANCE AT WOOD; Imor ro pr<pueg lne«tl9er quern. a Ia6ruaNn mle`r and enpN« . !A' (3'MMMLIMSPAQNG) 1 r _ - SEALANT MID SLIM. '1, 1 ©101B A....4...x..A I4.....s..-.4 D^.pb'p ( I BYINSTAILER '-i _. A. ..0 .f/W'd p„dad.A.,`^'o~ ^nd n. _ 1 • J ...Lvdd L ,nn 2 �11 ANCHOR AS REM '_i4, _ »" -•p pN. e...f .a do..p .. A.ea { (` ar.--... . �4.4*An{is 451T• - '—_i A i I A w.4.. 'p r M.4aw. 4 i VG570 RECEPTOR WAYEATHERING i E- .____..__ y.,a AA.,pA^/,/,4y... C 9XJ.y..f r jerZt..do&anal ea**im gy.yY 0 4514G-572 RECEPTOR FACE WANEATHERWG l w ,9 i 451TFG014 HEAD 1,�I --.-:—(...1 _._-... _...._ _k.. i'.�_: --1 .... EE ...M.../of et"te d 469407 PLASTIC POCKET FILLER ._ " ''' 534108 THERMAL DOOR ADAPTER .1 97E832 RIGID SPACER t PR®'2DUC BY; g. 029309 610 x 3W B PHTF RH C25(18747001 U7 AB FHTF RN _.. 2' 0.L0. D.LO. 2' —ASPEN I 15 0274'3 WEATHERING -. DRAFTING 8 j FOR THERMAL DOOR 12 ._._ FRAME SIZE - DRAf / NG ti L 028280 NB x 38'AB PHST ROUGH OPENING 069177.A.i111 STOP ASSEMBLY f� x� 170uit 1 1p#206ling St. o ( i; BACKS SEALANT AND DEFERRED SUBMITTAL REVIEW(THIRD PARTY) Lakewood, CO 80215 II BACKER ROD TYP. Phone: 303.997.5647 No Exception Taken ■ Make Corrections Noted 0 www.ospendrofting.com I II Rejected Revise and Re-Submit 0 I ) IIINO. REVISIONS BY DATE — �� Submit Specified Item ❑ t ARCH REDLINES , CM 5MI22 I The documents contained herein have been reviewed by this r II, office for general conformance with the design loading and for ENG NOTES CM 516p22 �yf interaction of components with the primary structure. I ! Kramer Gehlen and Associates,Inc. _ 2 HEAD DETAIL I m A970�1 SCALE:6'o 1,0' Consulting Structural Engineers i Date 05 27;2022 By NP i — DRAWN BY: CHARLES MARTIN i CHECKED BY: EK 1 — assato.r.„r ( 4 \' AML JAMB DETAIL S VERTICAL DETAIL SHEET 4.2 F 3 1 .I_.SCALE G="-P (_ _� SCALE.6'=11P. �J -�_ PA OP Id of 469d07 PLASTIC POCKETFILLERD A L L A S 469407 PLASTIC POCKET FILLER 451 T-VG-012 SPLIT MULLION 450.026 PVC FLAT FILLER SEALANT AND 451T-VG401 JAMS BACKER ROO.TIP, 45!-VG028 MULLION RLLER GLASSI N D O W 534106 THERMAL DOOR ADAPTER 534108 THERMAL DOOR ADAPTER 976832 RIGID SPACER HID,976832 SPACER Li X RE=(LLV)ANGLE SNUG FIT INTO LI 12X2%1R X REOD ILLY)ANGLE SNUG FIT INTO 029309 IO a Ira PHTF RN 029309 A1043/4'B PROF RH MULL10NNSTH(2)0124 X REDD ELCO SCREWS AT MUWON MULLION NRH(2)812-14 X REOD ELCO SCREWS AT MULLION 029067 MO x 117 AB FHTF RH /7 029087 810 41 I AB FHTF RH (3N'MINIMUM EDGE DISTANCE) (3M'MINIMUM FOOF DISTA NCE) 0274!3 WEATHERING 450.26 PVC FLAT FILLER 027413 WEATHERING (r MINIMUM SPACING) (1'MINIMUM SPACING) FOR THERMAL DOOR FOR THERMAL DOOR 025260 88 x 318"AB PAST (1)1/4 CIA X 21.7 EMBEC t4LT1 NUS-EZ (1)V4'CIA X 212'EMBED RLTI HUS-EZ 029177 DOR STOP 450.026 PVC RAT FILL92 089177 DOOR STOP ASSEMBI" SCREW ANCHOR AT CONCRETE SCREW ANCHOR AT CONCRETE OBBt7T DOOR STOP ASSEMBLY I RROfT AND SEAROD AND 451T•VGWIJAMB 451t VG-0D1 JAttB BACKER ROD TYP F-..r.ee- SACKER ROD TOP. rv^ 12'MINIMUM EDGE DISTANCE) (r MINIMUM EDGE DISTANCE/ '; 612-14 F,H DRILL FLEX 4!2-14 F,N,DILL FLEX rem- t _-_ __ S ........ 9-l�' ....., I , , ,,,,.. ,,-.,, f _ �4 �I. , j 1 VP;'ril�,+I =� '`' 4,41i1� �� - G 111 50TH AVE NW I —' ALEM OREGON 9730 �` L • i_ i. I __ I S 4 � iW — Ii ,u ; Phone: (503)589-4910 - &16' 916- _T -- 3G1 s D�a DLa s 202. ; i �_ _ I I = — E C T. DOOR OPENING DOOR OPENING DLO.!' 2 D.L.O. 7 0._O. _i :. 7 0.L0, .._.___ _ _.__ _____ .__._ ARC IT 1?' ROUGH ME SIZE FRAME SIZE C2K ARCHITECTURE,INC t!7. FRAME SIZE �.�.�� 1 si: ROUGH OPENING ROUGH OPENING 1645 NW HOYT rill PORTLAND,OR 97209 k4 SEALANT AND SEALANT AND SEW ANT AND 503.444.2200 BACKER ROD,TYP, BACKER ROO'VP. BACKER ROD,IYP, I ---2---j\ 0 1 0.050 ALJMNUM BRAKE METAL. FINISH TO MATCH FRAMINGf/'�, DOUBLE SIDED TAPE CON T R ACT'✓R•. ALUMINUM ANGLE -___.. 1 kl WALSH CONSTRUCTION Il I' _ 2905 SW 1ST AVE N / PORTLAND,OR 97201 503.944.1259 A PERIMETER DETAIL DROJ`CT NAME: I DOOR JAMB DETAIL DOOR JAMB DETAIL 3 ` JAMB DETAIL 8 4 JAMB DETAIL f:A970S SCALD '.1.6• ) SCALE6'.P-0' '3 As,o SCALEG=r-0- -' _°-- _... TERRACE GLEN APARTMENTS _72 A _ SCALE G=,..0... 9650&9660 SW GREENBURG TIGARD,OR 97223 469407 P:ASTIC POCKET FILER 469.407 PLASTIC POCKET FILLER ' 450.026 PVC FIAT RLLER SEALANT AND 451T-126 SHIM SUPPORT SFAI ANT AND 45'T.VG-001 JAMB BACKER ROO,TYP, 451T-V0001 JAMB BACKER ROD.TYR, SEALANT, 0 DATE 3/9/22 534108 029M7 029309/HO RMAL DOOR�'8 F PHTFRS (3'4' MUM EDGE �'�ELCO SCR WS 0�f09 THERMAL 534108 A 314'BB PHTF�ADAPTER BY INSTALLER MULLION WI t E2G 12-I4 s OOo LCO CR WS rid'TO EACH SIDED iTAMF �'� 'i v° lS i, lt.]J --' I E_ o) the tr•rr'xps rpr n...aspen O.Nl y s+m•rytatmn of 976632 RIGID SPACER 976832 RIGID SPACER 4.3 410 AB RH E) MULLION WITH 2 Y72-14%REDO ELCO SCREWS AT LALWON MULLION 17fTH tt�14%REOD ELCO SCREWS AT Mi1LlLON _ _ 0274 3 WEATHERING ) 0274.3 WEATHERING - .� «m,t ww mapplicationor products P.ovme4Mrm who,.Tm«w(I'MINIMUM SPACING) (1'MINIMUM SPACING) 450.026 PVC FLAT FILLER purposet r x...rigs r the glatml•ubconrr«e«lfapr FOR THERMAL DOOR FOR THERMAL DOOR : 450428 PVC FLAT FILLER A ( the Neer a a , f he Oren uneatey roe sole pan eery 028260 A8 x 318'AB PHGT 11)ten-DIA X 21.'T'EMBED HLTI SIDS-EZ 026280 X6 xSB-AB PHST (1)1,4'CIA X212-EMBED i4171 HUSF2 451T-VD-001 JN3 r^ .1" "" ttt N. a.•r4po9 elm eae chianti.,design n•orew•ntes structural 069177 DOOR STOP ASSEMBLY 069177 DOOR STOP ASSEMBLY SEALANT AtW 451T-VG.001 JAMB 1 .�,..a.) integrity and the architact al 1 tx geeing n char of the Oa. ASSEMBLY._ SCREW ANCHOR AT CONCRETE Y SCREW ANCHOR AT CONCRETE BAC1cEALANT 7YP L V 1 subcontract«/fabriatorH .1 is eguaty iep•rant tent the general 1 (7 MMMUM EDGE DISTANCE) N (7 VINMIN EDGE DISTANCE) 't L _'+ -_ -__ ) contractor more...tors drawings with all toelf..,arrant«ton. Cr '1 S -- 1 the architect of record am m FOR.lHa-AspenDraft.;MI not et hem n 4 r-- ii I t .r-a...;.1i.+ r ---- any way habit for am errors and«e.uens uewe4 or omennse ,' I I 312•14 F.H.DRILL FLEX ._____—_-__FL„:.,.. i 412:4 F.M.DRILL FLEX } ANGLE --`' ..,+. .J'Ftt.1( I 1`1 �� PLUM 48 S.M.S. Tnrse smP m.,mgs must be ppro.e4 br ten anentact ere eneMer ' F 3 I. 4 ` 1 } pr«to Pre...,Me order placement and tabreanon ..._'� -i:. 1 i 1:: ( j 1- j! - ` ©YOI g!«.w.4m.X..M 1.,.w.- 9.gEWy y T i _ --- 1 l .I _ !7--: HOR AS REOD � dew".,A..I. a R, r �) tond ,C ..-_.,�� -.. i "° I. i --�_� t. - w A• - a-..am4�..4+-ear.e h'M^'�d d.4rd fl II — x 1------ __-_1 ALUM ANGLE Y d a.i..t4......p. w a6 SX -�1 w:pe s us. r x a. iw-g/4- il.A ~t AyepM o, f -.- Yf' _ -. N.-1 -._. { r-` - __ 4 .____.__.. _.... ' 1 ANCHOR AS 4EOD u.r 4....4../0/4,... 91s 9,c __ 1 A � g I ( 94 l ASPEN 1 3t32' - 5' _.Dla :. 3O2' ..,.e... S ..D.L.O. __. 11 r r :_ DOOR OPENING r Doan OPENING r a s .__.:.._.. 17 .. FRAME SIZE 12 FRAME SIZE 17 t._ FRAME SIZE DRAFTING _ ,,,,,....=j -I J.. ROLGH OPENING ROUGH OPENING 1 ROUGH OPENING - i NOTE. I RREWRAP , 1701 Kipling St. r I B.OTHERS Suite #206 SEALANT AND [� SEALANT AND SEALANT AND l,�xt t Lakewood, CO 80215 BACKER ROD,TYR V r ROp BACKER ROD TVP. ( / BACKER i00.TAP. (� are' Phone 303.997.5647 .(C� FAss ��/ ,� 'iV'/xUl.TNUM 6RAKE METAL. ems„ �G , NEB, /p 0.L0. 7 R10BHTO MATCH FRA'.40c www.aspendrafting.corn DEFERRED SUBMITTAL REVIEW(THIRD PARTY) (V 'r FRAME SIZE t No E4rsvtwn Taken■ Make Corrxlions Noted 0 a ♦ \ _ - ROUGH OPEP34G _,...-...-_.. "<` _: NO. REVISIONS BY LATE i 656' E 0 a Retested 0 Re..and Re-seb x, ) I) EN REOld1E3 CM 5l�122 - — t-� ENGO MOTES CM 5i8122 Submit Spenped item 0 i The documents contained herein have been reviewed by INNS ' office for general conformance with the deNgn towing and for (/ ••' GO ^\, `_-- II interaction of components with the Primary structure. G O ( \ -- Kramer Gehlen and Associates,Inc. I Consulting Structural Engineers Y Yi2t �. + I I Data Os,'z7,zczz eA-- NP � , DRAWN BY: CHARLES MARTIN ND. RUS" 05-17-22 CHECKED BY: EK ____ S_- DOOR JAMB DETAL n T 1 " 6 DOOR JAMB DETAIL 7 JAMB DETAIL 8 " JAMB DETAIL SHEET 4.3 O F 13 13 A9T0 SIP SCALE 6' -. EXPIRES: 12/31/2022 12 iA TI SPA -scxE:6•=,•-o SCALE 6'-1•.0' _. - SCALE 6•e 1•.0•.. -_-.. INTERIOR DETAILS: 1 469407 PS POCKETFR ER DALLAS 451 T-126SHIM SUPPORT 45'T-VG.007 JOB6BJAMB 3FALAHT AND 1• -- — MN 534106 THERMAL DOOR ADAPTER ,ROD.TYP. MN 1 976632 RIGID SPACER SEALANT NO GLASS & WINDOW EDGE qST ( EDGE 4sT 029309 410 x a4'B PHTF RH BACKER ROD.TYR 029087 010 x 1 117 AB FHTF RH SEALANT AND 0274'3 WEATHERING BACKER ROC.TYP. BACKER ROD.TIP. FOR THERMAL DOOR L1 172X2X1/6%REOD(LLV)ANGLE SNUG RTf INTO 028260 KB x 318*AB PHST MILLION WITH;2;412--'4 X RECID ELCO SCREWS AT MULLION f._ ..__ t __ 069177 DOOR STOP ASSEMBLY (3H'MINIMUM EDGE DISTANCE) " (.MMAUM SPACING) I 450-026 PVC FLAT FILLER f ' (t)1r4'4A%2!?EMBED'-ILT1 HU6-EZ SEALANT AND i LOCATITIO:S,TY RP. — SCREW ANCHOR AT CONCRETE 457•VG-004 GLASS STOP I 1r , n S 451T-VG-003 HEAD 1 12)910 X 4'WOOD SCREWS AT EACH MULMOR { - 12'MNMUM EDGE DISTANCE/ `'L.z`+-,J BACKER ROD.TYP. L-n j `dr "' ry .'' '1 (1'MIN EDGE DISTANCE A'WOOD) J 'y 812.14 F.K DRILL FLEX _ rhh ° SHIM AT ANCHOR T�p 75-1 BYINSTALLER ' rircXXX3eee � all LOCATIONS.TYP. SEALANT AND SHIM. I 1 q �r NN EDGE 4�SDTANCEWA'TSW )h MILLON ; ANCHOR AS REM 11 111 50TH AVE NW ,�,, t ! 'y SALEM, OREGON 97304 V , i I I = Phone: (503)589-4910 11l8' 4112' j PLEASE VERIFY - .. 6 ' j t[ 1' 4i1TFG0U FIELD .[--� ��- _.-_ 5, 469.407 PLASTIC POCKET FILLER —__ i' 9ItS og I b 534'08 THERMAL DOOR ADAPTER ---- --- -------- 3137 '. S OLD. ARCH I T CT. 978832 RIGID SPACER 029309 810 x 3i4•B PHTF RH 2' DOOR OPENING to ° '"'°`"�"B`" R" C2K ARCHITECTURE,INC ai.'. 023087 MO x 11/R84G 2' RAME SIZE r` FOR THERMAL DOOR SEALANT AM) ROUGH OPENING 1 HEAD DETAIL ��' � 02B2fi0 86 x aB AB PHST BAD«ER Rom.Tom. 1645 NW HOYT f// t069t77 p000.5TOPA55EMMLY PORTLAND,OR 97209 i i 503.444.2200 4 _ DOOR HEAD DETAIL CO\ TACTO : SAE 6_, WALSH CONSTRUCTION 2905 SW 1ST AVE PORTLAND,OR 97201 503.94.4.1259 o 451TFG014 SILL kJ 451T-126 WM SUPPORT I- ( 'SLr�s (2)610 X 4•WOOD SCREWS AT EACH MULLION O J_C T 1 \ A M E 11'MN EDGE DISTANCE ATW000) 6` DOOR JAMB DETAIL SCALE o -0 TERRACE GLEN APARTMENTS , 9650&9660 SW GREENBURG z TIGARD,OR 97223 i _I:' SEALANT AND SEALANT ANC 1• BACKER RCU.TYP. SEALANT AND E BACKER ROD,TYP 4517-128 SHIM SUPPORT • BACKER ROD,TYP, 1 t—EDGE DIST SHIM AT ANCHOR Q�� 1 LOCATIONS,TYP. 45)LVG.001 JAMB DATE:319122 IThe.4rwrin s rpnun,IN A-Aspa.Breton's nterpptation of 1' II agora,.and the apptsm.n or pre4°r,s proved.4r toe sr.,e,l.The sole 1 i purpose of those traumas t set Nhagi sng.econtrbc,n,,atrw.'". i t 2 the rabrxaon arMma t .(the glaring UN the, sole respom#dtty I o N,scurry al SS. ..e ...es 4e9 wwnt egees atruc=.a integrey and the arthoectwa Welt of the gin ing,s Mal of the gla+N subcontractor/fahr;cater.Sentry it.wary a4.rl.n,that,he gem.* .`� 'I.� contractor coorAwate these drawings rolls alt other arfatted subcontractors as �_',: _ - the sulfates,of record a d the 10K MA.-Aspen Draf t19 wall not be be14 M 2 SILLDETAIL , '« My war Ale for any errors and or oe...ns nab.or otherwise SCALE:6'.1'-0' j �2t g970 532119 STANIXN010'BOTTOM DOOR RAIL ___._—_. i f p or o.parag the«am pla,beeponofaMcaho tile atbdect and engueer 534107 THERMAL DOOR THRESHOLD {_ r o©1019 A.....7w X..4:4....0.-+4M'-fl^941^p —_ [" IL w 4 Il...d..r.....6..d .ALA L X. i ,.c ..p14w4r..4p sop..44.....A.L a. y.2- w yf+ f I P D.LO. 7 IL.1X4 setax.' ,'6b sad�Xw..u.`.L.pp414 g z S 4 DEFERRED SUBMITTAL REVIEW(THIRD PARTW( 7...6.4.... p FRAME SIZE 117 II XY F. ..... 2C f eLyp, No Exception Taken 8 Make Corrections Noted 0 cc u ROUGH OPENNG Rejected ❑ Revise end ReSunme ❑ _ �'� �il�= �p, 451TFG014 SILL z I s F n, 451,,15310 HP SILL CA FLASHING T.documents containedpecified have been reviewed ta,Vas 451'VG316 END CAM o 128583 e10.16 a 1�+6'CRPHTFS T!' SEALANT Mi0 1m E1 028808 x6 x 1?PNTF'AB' BACKER ROD,tYP, haeractbn of components with Me Primary sir es for I Q olFce for general ccntomienca YAtls the ass ("' 127043 WEA1 fERING 1 Kramer DRAFTING 2 f -....-.. 1H'4A Hln KG4K HUSEZ CONCRETE SCREW ANCHORS Consulting Structural Engineers a (F 1 It)ANCHOR AT ALL MUWONB i c 1701 Kipiinq St. . t I15IB-AINIMUMEMBEDMEN) Date asz72ozz By NP Suite #206 o '- (7 MTNMUMFI1r,F DISTANCE) Wks1 i r— ( i SFWATANCfOR r D PRO Lakewood, CO 80215 sEALu1TANo 1( , LOCATIONS.TYP, �� F�'� Phone: 303.997.5647 HACKER ROD.TYP. _.. @.� SEALANT AND www.aspen drofting.Com r_ - j .._'"IG" :^ BACKER R00.TYP. �N ..\`j 1 N E L� �/0 _ ___ w 4) €N0. REVISIONS BY DATE P _ 656 E -.t- ARCH REDLiNES _ CM 514M2 { j ENO NOTES--.. CM 54122 ( S 1 BOTTOM RAIL DETAIL { 7 JAMB DETAIL G�y 24� ' 3 SILL DETAIL Vr. l_ 12, ( — — J s,,F 6'-!'D' c 4, JCL. DRAWN BY: CHARLES MARTIN s "" D. RUS- 05-17-22 {_CHECKED BY: EK • EXPIRES: 12/31/2022 SHEET 4.4 OF 13 TERRACE GLEN APARTMENTS STOREFRONT ANCHORAGE 9650-9660 SW Greenburg Road Tigard, Oregon 97223\ STRUCTURAL CALCULATIONS VLMK Project Number: 20220282 DEFERRED SUBMITTAL REVIEW(THIRD PARTY) No Exception Taken ■ Make Corrections Noted ❑ Dallas Glass Rejected ❑ Revise and Re-Submit ❑ 111 NW 50"Avenue Submit Specified Item 0 The documents contained herein have been reviewed by this Salem, OR 97304 office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates, Inc. Consulting Structural Engineers Date 05/27/2022 By NP ��Ep PROFFssi ,sue �GINEF p. 656 E .- 11' . GON oh ' /. 2� � • e• 12 , 0• RUSE 05-17-22 EXPIRES: 12/31/2022 y K Prepared By: Ken Rust, P.E. May 2022 ENGINEERING + DESIGN Page 17 of 32 Structural Calculations: Terrace Glen Apartments Storefront Anchorage DC Project: Terrace Glen Apartments Project Number: 20220282 Storefront Anchorage Project Address: 9650-9660 SW Greenburg Road Document: Structural Calculations for Tigard, Oregon 97223\ Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Special Inspections DC-3 Structural Calculations C-1 thru C-1 1 DEFERRED SUBMITTAL REVIEW (THIRD PARTY) No Exception Taken Make Corrections Noted ❑ Rejected ❑ Revise and Re-Submit ❑ Submit Specified Item ❑ The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates, Inc. Consulting Structural Engineers Date 05/27/2022 By NP Gcad2022\20220282\Calculations\20220282 -DC- Dallas Glass.docx 3933 S Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com Page 18 of 32 Structural Calculations: Terrace Glen Apartments Storefront Anchorage DC- 2 DESCRIPTION OF STRUCTURAL SCOPE This 'Terrace Glen Apartments' storefront anchorage project consists of determining the anchorage of exterior storefront and/or curtainwall to structure by others due to wind loads and checking the deflection of mullions. CODES 2019 Oregon Structural Specialty Code (Based on the 2018 International Building Code) DESIGN LOADS Wind Ultimate Design Wind Speed, VUit 98 mph Risk Category II I Wind Exposure B Mean Roof Height 52 ft Least Building Width 61 ft MATERIALS Drilled Anchors Concrete Screw Anchors Hilti Kwik HUS-EZ Screw Anchor ICC ESR-3027 Wood Structural Screws Wood Stud and Wood Beam Screws Simpson SDS Heavy-Duty Connector Screw ICC ESR-2236 Self-Drilling Screws Metal Stud and Steel Beam Screws Elco Dril-Flex Structural Fasteners ICC ESR-3332 1 i DEFERRED SUBMITTAL REVIEW (THIRD PARTY) No Exception Taken il Make Corrections Noted ❑ Rejected ❑ Revise and Re-Submit ❑ Submit Specified Item ❑ The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates, Inc. Consulting Structural Engineers Date 05/27/2022 By N P G:\Acad2022\20220282\Cakulations\20220282 -DC- Dallas Glass.docx 3933 S Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 ww.vlmk.com Page 19 of 32 Structural Calculations:Terrace Glen Apartments Storefront Anchorage DC- 3 SPECIAL INSPECTIONS DURATION INSPECTION COMMENTS AGENCY CONCRETE: Drilled-in Anchors in Concrete per ICC report P Testing Lab Special Inspection Notes: Duration refers to time and frequency of inspection for the portions of work indicated above. C = Continuous inspection in which the special inspector is on site at all times observing the work requiring special inspection. P = Periodic inspection in which the special inspector in on site at time intervals necessary to confirm that the work requiring special inspection is in conformance with approved permit drawings and 1 specifications. The inspection agencies are as follows: Engineer: VLMK Consulting Engineers Testing Lab: To Be Determined Owner shall hire Special Inspector at owner's expense. The contractor shall notify the special inspector when work is ready for inspection and maintain accessibility of work until it is reported to be in conformance and approved by the Building Official. DEFERRED SUBMITTAL REVIEW (THIRD PARTY) No Exception Taken • Make Corrections Noted ❑ Rejected ❑ Revise and Re-Submit 0 Submit Specified Item 0 The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehien and Associates, Inc. Consulting Structural Engineers Date 05/27/2022 By NP G\cad2027\20220282vCalculations\20220282 -DC- Dallas Glass.docx 3933 S Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com Page 20 of 32 c-I ASCE 7-16 Wind load Program (30.3 Part 1: Low-Rise Building Wall Components and Cladding) Wall Components and Cladding (Mean Roof Height h <= 6o ft) Project: Terrace Glen Apartments Prepared by: KDR of VLMK E-mail: Input: ASCE 7-16 Strength Design Load &Allowable Stress Design Wind Speed = 98 mph Building Exposure = B (Urban & Suburban areas) Internal Pressure Coefficient GCpi = 0.18 Enclosed Building Roof angle is less than or equal to 10° or flat (External Pressure Coefficient is reduced io%) Kzt = 1.00 Kd = o.85 Ke = 1.00 Mean Roof Height = 52 ft Output: Velocity Pressure Exposure Coefficient "Kz max." = 0.82 Per Table 26.10-1,page 268 LRFD uses wind speed Vult = 98 mph Velocity Pressure (qh LRFD) = 17.14 psf= .00256*Kz*Kzt*Kd*Ke*V^2 lb/ft^2 Per eq.3o.3-1,page 335 ASD uses wind speed Vasdl = 76 mph Velocity Pressure (qh ASD) = 10.28 psf= .0o256*Kz*Kzt*Kd*Ke*V^2*o.61b/ft^2 i LRFD (Load Resistance Factor (Per Figure 30.4-1, Page - Desi 335) gn) .___._.._ ..__._.. .. ! External Pressure Tributary Positive Negative Negative j ' Coefficients Zone Center Corner --- Area Ne ativ Ne ativel Sq Feet 4 & 5 Zone 4 ? Zone 5 Positive g g psf psf psf GC Center Corner p GC GCp io ft2 i 18.5 L -20.1 -24.7 � o._.._90___._... .__'0.99 -1.26 I 2.0 ft2 17.7 -19.2 -23.0 0.85 -0.94 -1.16 ...ila 50 ft2 ( 16.6 -18.1 -20.9 0.79 -0.88 -1.04 ,_._. 2 - -1 .2 0. -0.8__ 0.10o ft 16_.__...-__ 17.3 9 L_._. 74 _� _ 3 94 200 ft2 1 16 -16.5 -17.6 0.69___.[ -0.78 [._._.-0.85 500 ft2 16 16 16 0.6 o. 2 "0.72 ..., Least Width = 61 ft a = 6.1 ft (Zone 5) io% of least width or o.4h, whichever is smaller but not less than 4%of least width or 3ft. a t } ,,i 17 - 7 ,k l 6 j 1 ,. i v 1 `�. ,` ,_,,, v E' ; 1,, I,f DEFERRED SUBMITTAL REVIEW(THIRD PARTY) LB ` ZONE 5 , ZONE 5 [al'•, f ' ZONE 5w4 No Exception Taken • Make Corrections Noted0 cepti $ �, , Rejected 0 Revise and Re-Submit 0 ZONE5 ;.. , ZONES i, ZONES ' 1 ZONE 5 I t ZONE 5 j ZONE 5 Submit Specified Item 0 ya8l �Bia ,� The documents contained herein have been reviewed by this `' `#` office for general conformance with the design loading and for FLAT ROOF GABLE ROOF (0<_ 7') HIP ROOF (0 5 27') interaction of components with the primary structure. Kramer Gehlen and Associates,Inc. Consulting Structural Engineers Date 05/27/2022 By NP Page 21 of 32 { 1 C-2 V L M K Project: TERRACE GLEN Job u: 20220282 By: KDR Date: 05/22 Sheet#: ENGINEERING + DESIGN STOREFRONT ANCHORAGE: CONCRETE ATTACHMENT (SILL - WORST CASE): HILTI KWIK HUS-EZ SCREW ANCHORS [SEE PROFIS OUTPUT] Vu =(19.2 psf)(4.00')(5.00')=384# (ALL- Be) Tu =384#(1.75")1(1.25")=538# USE 1/4"DIA x 2 1/2" EMBED,(1)AT ALL MULLIONS WOOD ATTACHMENT (HEAD/SILL -WORST CASE): 1/4" DIA x 3" SIMPSON 'SDS' SCREWS Vallow= (420#)(1.6)(0.6)=403# [SEE ICC-2236,TABLE 2] Tallow=(172#I')(1.6)(2")=550# [SEE ICC-2236,TABLE 5] Vu=(19.2 psf)(4.00')(5.00')=384# (ALL-Be) Tu =384#(2.0")/(1.75")=439# (ALL) UNITY=384#(0.6)I(2*403#)+439#(0.6)/(2*550#)=0.53 (ALL-OK) USE(2)SCREWS AT ALL MULLIONS ALUMINUM ATTACHMENT (SILL ANGLE): #12-14 ELCO SELF-DRILLING SCREWS Tallow=525#(0.6)=315# [SEE ICC-3332,TABLE 5] Tu=384# (ALL) #SCREWS=384#/315#= 1.22 (ALL) USE(2)SCREWS AT ALL MULLIONS DEFERRED SUBMITTAL REVIEW(THIRD PARTY) No Exception Taken ■ Make Corrections Noted ❑ Rejected 0 Revise and Re-Submit 0 Submit Specified Item 0 The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates, Inc. Consulting Structural Engineers Date 05/27/2022 By N P 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com Page 22 of 32 C-3 IMI IIii I i VLMK Hilti PROFIS Engineering 3.0.77 9 9 1 www.hilti.com Company: VLMK Engineering + Design Page: 1 Address: Specifier: Ken Rust Phone I Fax: I E-Mail: Design: All Mullions Date: 5/13/2022 Fastening point: All Mullions Specifier's comments: 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ)-C 1/4 (2 1/2) -"' ' " Item number: 2265703 KH-EZ C 1/4"x3" Effective embedment depth: hef,act = 1.920 in., hnom = 2.500 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 1/1/2021 112/1/2021 Proof: Design Method ACI 318-14 / Mech Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.125 in. Anchor plateR : Ix x ly x t = 4.000 in. x 4.000 in. x 0.125 in.; (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 4000, fct = 4,000 psi; h = 8.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or< No. 4 bar R -The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [Ib, ft.lb] il C' Lc C-----( gj-_, 0._ - -`- - IQ DEFERRED SUBMITTAL REVIEW(THIRD PARTY) I No Exception Taken a Make Corrections Noted 0 011 $ . ''L Rejected 0 Revise and Re-Submit 0 W *°t7 co Submit Specified Item ❑ The documents contained herein have been reviewed by thi To t office for general conformance with the design loading and fc interaction of components with the primary structure. ".!,'.'4 IOW Kramer Gehlen and Associates, Inc. Z Consulting Structural Engineers S.Q6: 0 Date 05/27/2022 By NP Y Q X I, Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 1 Page 23 of 32 i C-4 HI�.ILTI + VLMK Hilti PROFIS Engineering 3.0.77 www.hilti.com Company: VLMK Engineering + Design Page: 2 Address: Specifier: Ken Rust Phone I Fax: I E-Mail: Design: All Mullions Date: 5/13/2022 Fastening point: All Mullions 1.1 Design results Case Description Forces [lb]I Moments [ft.Ib] Seismic Max. Util. Anchor[%] 1 Combination 1 N = 538; VX = 384; Vy = 0; no 79 Mx = 0.000; My = 0.000; MZ = 0.000; 1 DEFERRED SUBMITTAL REVIEW (THIRD PARTY) No Exception Taken IN Make Corrections Noted ❑ Rejected ❑ Revise and Re-Submit ❑ Submit Specified Item ❑ The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates, Inc. Consulting Structural Engineers Date 05/27/2022 By NP Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 2 Page 24 of 32 C-5 110111116111"1 1 VLMK Hilti PROFIS Engineering 3.0.77 9 9 www.hilti.com Company: VLMK Engineering + Design Page: 3 Address: Specifier: Ken Rust Phone I Fax: E-Mail: Design: All Mullions Date: 5/13/2022 Fastening point: All Mullions 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity RN/Pv [%] Status Tension Pullout Strength 538 959 57/- OK Shear Concrete edge failure in direction x+ 384 659 -/59 OK Loading 1314 Pv Utilization PN,V[%] Status Combined tension and shear loads 0.561 0.583 5/3 79 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! DEFERRED SUBMITTAL REVIEW (THIRD PARTY) No Exception Taken • Make Corrections Noted ❑ Rejected ❑ Revise and Re-Submit ❑ Submit Specified Item ❑ The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates, Inc. Consulting Structural Engineers Date 05/27/2022 By NP Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)2003-2022 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 3 Page 25 of 32 ESR-2236 1 Most Widely Accepted and Trusted Page 4 of 7 C-6 TABLE 2—REFERENCE LATERAL DESIGN VALUES (Z) FOR SINGLE SHEAR STEEL-TO-WOOD CONNECTIONS WITH SDS SCREWS''' STEEL SIDE MEMBER DESIGN THICKNESS3'4, is (inches) SCREW LENGTH 0.0584 0.0721 0.1026 0.1342 0.1795 0.2405 (inches) (No. 16 gage) (No. 14 gage) (No. 12 gage) (No. 10 gage) (No. 7 gage) (No. 3 gage) Lateral Design Value (Z)5.6" (lbf) 11/2 250 250 250 250 250 250 13/4 250 250 250 250 250 250 2 250 290 290 290 290 290 272 250 390 390 420 420 420 1111111111111.- 250 420 420 420 420 420 31/2 250 420 420 420 420 420 41/2 250 420 420 420 420 420 5 250 420 420 420 420 420 6 250 420 420 420 420 420 8 250 420 420 420 420 420 For SI: 1 inch = 25.4 mm, 1 lbf=4.45 N, 1 ksi =6.89 MPa. 'The side member must be steel having a minimum tensile strength (F) equal to 45 ksi when the steel member design thickness is from 0.0584 inch to 0.1795 inch, and a minimum F„equal to 52 ksi when the steel member design thickness is 0.2405 inch. 2The main member must be wood having a minimum assigned specific gravity of 0.50, such as Douglas fir—larch, and must be sufficiently sized to accommodate the screw length less the thickness of the side member. Values are also applicable for fasteners installed into the face of engineered wood described in Section '3.2. 3The uncoated minimum steel thickness of the cold-formed product delivered to the jobsite must not be less than 95 percent of the tabulated design thickness, ts. 4Holes in the steel side member must be predrilled or prepunched. Hole diameter must comply with Section _2:3 of this report. 5Tabulated lateral design values (Z) must be multiplied by all applicable adjustment factors, including the load duration factor, CD, from the NDS as referenced in the IBC or IRC. 6Screws must be installed into the side grain of the wood main member with the screw axis perpendicular to wood fibers. 'Minimum fastener penetration must be equal to the screw length less the thickness of the metal side plate. TABLE 3—REFERENCE LATERAL DESIGN VALUES (Z) FOR SINGLE SHEAR WOOD-TO-WOOD CONNECTIONS WITH SDS SCREWS WOOD SIDE MEMBER ACTUAL THICKNESS', ts (inches) SCREW LENGTH 11!2 13/4 (inches) Lateral Design Value (Z)2,3,4,5 (Ibf) 272 190 — 3 280 — 3'/2 340 340 472 350 340 5 350 340 6 350 340 8 350 340 For SI: 1 inch=25.4 mm, 1 lbf=4.45 N. 'The actual thickness of the wood side member, ts, must be either 11/2 or 13/4 inches, as specified in the table. The wood side member thickness is an absolute value, and is not a minimum or maximum value. 2The tabulated lateral design values (Z) are based on wood members having a minimum assigned specific gravity of 0.50, such as Douglas fir—larch. Values are also applicable for fasteners installed into the face of engineered wood described in SectionV? 3The wood main member must be equal to or greater than the screw length less the thickness of the wood side member. 'Tabulated lateral design values (Z) must be multiplied by all applicable adjustment factors, including the load duration factor, CD, from the NDS as referenced in the IBC or IRC. 5Screws must be installed into the side grain of the wood members with the screw axis perpendicular to wood fibers. DEFERRED SUBMITTAL REVIEW (THIRD PARTY) No Exception Taken Make Corrections Noted ❑ Rejected ❑ Revise and Re-Submit ❑ Submit Specified Item ❑ The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates, Inc. Consulting Structural Engineers Date 05/27/2022 By NP Page 26 of 32 '1 1 ESR-2236 I Most Widely Accepted and Trusted Page 5 of 7 C-7 TABLE 4—CONNECTION GEOMETRY CONDITION' MINIMUM DISTANCE OR SPACING (in.) Perpendicular to grain loading 11 Edge distance (Loaded or unloaded edge) 1 /2 1 Parallel to grain loading 1 , Ji Perpendicular to grain loading 4 End distance Parallel to grain loading 3 (Loading toward or away from end) Between fasteners in a row 3 :i Spacing (Loading parallel or perpendicular to grain) Between rows 3 Between staggered rows 11/2 For SI: 1 inch =25.4 mm. [' 'Edge distances, end distances and spacing of the screws must be sufficient to prevent splitting of the wood, or as required by this table, whichever is the more i restrictive. 2 Values for spacing between staggered rows apply where screws in adjacent rows are offset by half of the spacing between screws in a row. i 'f, TABLE 5—REFERENCE WITHDRAWAL DESIGN VALUE FOR SDS SCREWS INSTALLED IN THE SIDE GRAIN OF A WOOD MAIN MEMBER SDS SCREW DIMENSIONS (in.) REFERENCE WITHDRAWAL DESIGN VALUE2,34, W Screw Length, L9 Thread Length', T (lbs/inch) II 1'/2 1 li 13/4 1 1/4 2 11/4 +wxpUHtm.4arrrm#URTIMIAr+'rrn'WM,TrmriMTIMgsamtftmrtITfInd avmr fMTI aMIIMr�FRIMMITITETT TITOM mnasrinfi MATrrrnsM.a ,.tzasm,,r.txm;hmm7rftTTI,1,..M, rxnramKativ nna.esr,9 ){1 1 1 pp ]] 2 � 1 �, 9ti lit6ftii4l11.i1itiiil{1,C.OPT4.41.014!itY4ifJHI4.5.4“...f4H#1tf19N"1444014”41 I,iitf0lilt.. H U,AH PIP t.14.i nOU Y”0..F.li.4tix 1ti H.lea .” ti 1.?s I£tf53t4406£4,1,.M•x 0.f 4KUOFl{Ulylit O NP1 00!il 4A,1 1 ,4,#.Yx.(} 3 2 l d 172 li 31/2 274 4 1/2 23/4 li 5 23/4 l; 6 31/4 P. 31/4 For SI: 1 inch =25.4 mm, 1 lbf/inch =4.44 kPa. II 'The tabulated reference withdrawal design value (W= 172 lbs/inch)is in pounds per inch of the thread penetration into the side grain of the main member. 2Tabulated reference withdrawal design values (W= 172 lbs/inch) must be multiplied by all applicable adjustment factors from the NDS as referenced in the IBC or IRC. 'Embedded thread length is that portion held in the main member including the screw tip. 1 4The tabulated withdrawal design value (W)is based on wood members having a minimum assigned specific gravity of 0.50, such as Douglas fir—larch. Values are also applicable for fasteners installed into the face of engineered wood described in Section 3.1..2. i f TABLE 6—RECOGNIZED EXPOSURE CONDITIONS FOR SIMPSON STRONG-TIE SDS FASTENERS WITH DOUBLE BARRIER ii COATING EXPOSURE TYPICAL APPLICATIONS RECOGNITION LIMITATIONS CONDITION Limited to use where equilibrium moisture content of the chemically 1 Treated Wood in dry use applications treated wood meets the dry services condition as described in the NDS 3 General construction Limited to freshwater and chemically treated wood exposure, e.g., no saltwater exposure DEFERRED SUBMITTAL REVIEW (THIRD PARTY) No Exception Taken ■ Make Corrections Noted 0 Rejected ❑ Revise and Re-Submit ❑ 'j Submit Specified Item 0 The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates, Inc. Consulting Structural Engineers Date 05/27/2022 BY N P Page 27 of 32 1 ESR-3332 I Most Widely Accepted and Trusted Page 4 of 9 C-8 TABLE 1-ELCO DRIL-FLEX SELF-DRILLING STRUCTURAL SCREWS HEX DRIVE NOMINAL DRILLING MINIMUM SCREW DESCRIPTION NOMINAL HEAD SIZE (INCH) / HEAD POINT CAPACITY2 REQUIRED TYPE (nominal size and tpi) DIAMETER STYLE' PHILLIPS SIZE DIAMETER TYPE (inch) PROTRUSIONS (inch) No. ( ) (inch) Min. Max. (inch) ) 1 #10-16 0.190 PPH 2 0.365 #2 0.048 0.110 0.406 2A #10-16 0.190 HWH 5/16 0.400 #3 0.048 0.150 0.500 2B #10-16 0.190 HWH 5/16 0.415 #3 0.048 0.150 0.500 3 #10-24 0.190 PWH 2 0.470 #3 0.048 0.150 0.468 4 #12-14 0.216 HWH 5/16 0.500 #2 0.048 0.110 0.625 5 #12-14 0.216 HWH 5/16 0.415 #3 0.048 0.187 0.500 6 #12-14 0.216 PUFH 3 0.415 #3 0.048 0.187 0.500 7 #12-24 0.216 HWH 5/16 0.415 #5 0.048 0.500 0.938 8 1/4-14 0.250 HWH 3/8 0.500 #3 0.048 0.210 0.563 9 1/4-20 0.250 HWH 3/8 0.500 #4 0.060 0.312 0.688 10 1/4-20 0.250 HWH 3/8 0.500 #5 0.060 0.500 0.938 11 5/t6-18 0.313 HWH 3/8 0.600 #3 0.096 0.210 0.688 12A 5/16-24 0.313 HWH 3/8 0.600 #4 0.105 0.312 0.750 12B 5/16-24 0.313 HWH 3/8 0.600 #4 0.105 0.312 0.750 For SI: 1 inch = 25.4 mm. 'Head styles: HWH = Hex Washer Head; PPH = Phillips Pan Head; PWH = Phillips Wafer Head; PUFH = Phillips Undercut Flat Head. 2 The drilling capacity of a screw refers to minimum and maximum thickness of the steel that the screw is designed to drill through. 3Maximum load bearing length can be calculated by subtracting the minimum required protrusion from the nominal length of the screw. TABLE 2-SCREW SHEAR AND TENSION STRENGTH, pounds-force1,2,3 NOMINAL STRENGTH ALLOWABLE STRENGTH (ASD) DESIGN STRENGTH (LRFD) SCREW TYPE SCREW HEAD (TESTED) 52=3 4)=0.5 SIZE STYLE' Shear, Pss Tension, Pts Shear, Pss/Q Tension, Pts/Q Shear, 4)Pss Tension, 4)Pts 1 #10-16 PPH 1526 2273 509 758 763 1136 2A, 2B #10-16 HWH 1463 2276 488 759 732 1138 3 #10-24 PWH 1080 2613 360 871 540 1307 4, 5 I #12-14 HWH 1992 3216 664 1072 I 996 1608 1 6 #12-14 PUFH 2128 2663 709 888 1064 1332 7 #12-24 HWH 2503 4177 834 1392 1252 2088 8 1/4-14 HWH 2692 4363 897 1454 1346 2182 9, 10 1/4-20 HWH 2617 4619 872 1540 1308 2309 11 5/16-18 HWH 4568 8070 1523 2690 2284 4035 12A, 12B 5/16-24 HWH 5471 8757 1824 2919 2736 4379 For SI: 1 inch = 25.4 mm, 1 Ibf=4.4 N. 'Far tension connections, the lower of the available screw tension strength, pullover strength,and pull-out strength found in Tables 2, 4 and 5, respectively, must be used for design. 2For shear connections, the lower of the available screw shear strength and the allowable shear(bearing)capacity found in Tables 2 and 3, respectively, must be used for design. 3Nominal strengths are based on laboratory tests. 4Head styles: HWH = Hex Washer Head; PPH = Phillips Pan Head; PWH = Phillips Wafer Head; PUFH = Phillips Undercut Flat Head. DEFERRED SUBMITTAL REVIEW (THIRD PARTY) No Exception Taken ■ Make Corrections Noted 0 Rejected ❑ Revise and Re-Submit 0 Submit Specified Item ❑ The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates, Inc. Consulting Structural Engineers Date 05/27/2022 By N P Page 28 of 32 „jj r ESR-3332 I Most Widely Accepted and Trusted Page 6 of 9 C-9 TABLE 4—TENSILE PULL-OVER CAPACITY OF SCREW CONNECTIONS, pounds-force1'3.4,5.6 MINIMUM DESIGN THICKNESS OF MEMBER IN CONTACT WITH SCREW HEAD (in.) EFFECTIVE SPEW SCREW SIZE STYLE, PULL-OVER ”0.048 0.060 0.075 0.105 1/8.. 3/16 1/4" 5/16" DIAMETER (in.) ALLOWABLE STRENGTH (ASD) 1 #10-16 PPH 0.357 386 4812 4812 4812 4812 - - - 2A, 2B #10-16 HWH 0.400 415 4812 4812 4812 4812 - - - 3 #10-24 PWH 0.470 6102 5972 7152 7152 7152 - - - 4, 5 #12-14 HWH 0.415 430 537 672 7342 7342 7342 - - 6 #12-14 PUFH 0.415 3912 5372 6832 7982 7982 7982 - - 7 #12-24 HWH 0.415 430 537 672 7342 7342 7342 7342 7342 8 1/4-14 HWH 0.500 518 648 810 11262 11262 11262 - - 9, 10 1/4-20 HWH 0.500 - 648 810 11262 11262 11262 11262 11262 11 5/16-18 HWH 0.600 - - - 11692 11692 - - - 12A, 12B 5/16-24 HWH 0.600 - - - 13262 13262 13262 13262 13262 DESIGN STRENGTH (LRFD) 1 #10-16 PPH 0.357 578 723 7812 7812 7812 - - - 2A, 2B #10-16 HWH 0.400 622 778 7812 7812 7812 - - - 3 #10-24 PWH 0.470 9762 9552 11432 11432 11432 - - - 4, 5 I #12-14 HWH 0.415 645 806 1007 I 11922 I 11922 11922 - - 6 #12-14 PUFH 0.415 6262 8602 10922 12762 12762 12762 - - 7 #12-24 HWH 0.415 645 806 1007 11922 11922 11922 11922 11922 8 1/4-14 HWH 0.500 778 972 1215 1701 18302 18302 - - 9, 10 1/4-20 HWH 0.500 - 972 1215 1701 18302 18302 18302 18302 11 5/16-18 HWH 0.600 - - - 18712 18712 - - - 12A, 12B 5/16-24 HWH 0.600 - - - 21212 21212 21212 21212 21212 For SI: 1 inch = 25.4 mm, 1 Ibf= 4.4 N, 1 ksi = 6.89 Mpa. 'Available strengths are based on calculations in accordance with AISI S100, unless otherwise noted. 2Available strengths are based on laboratory tests,with safety factors/resistance factors calculated in accordance with AISI S100, or on the shear strength of the integral washer. Increasing values for higher steel tensile strength per Note 6 is not allowed. 3For tension connections, the lowest of the available pull-out, pull-over, and screw tension strength must be used for design. 'Values are based on steel members with a minimum yield strength of Fy= 33 ksi and a minimum tensile strength of F„=45 ksi. 5Available capacity for other member thickness may be determined by interpolating within the table. 6For steel with a minimum tensile strength F.>_58 ksi, multiply tabulated values by 1.29 and for steel with a minimum tensile strength F >_65 ksi steel, multiply tabulated values by 1.44. 'Head styles: HWH = Hex Washer Head; PPH = Phillips Pan Head; PWH = Phillips Wafer Head; PUFH = Phillips Undercut Flat Head. 11 DEFERRED SUBMITTAL REVIEW (THIRD PARTY) No Exception Taken ■ Make Corrections Noted 0 Rejected ❑ Revise and Re-Submit 0 Submit Specified Item 0 The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates, Inc. Consulting Structural Engineers Date 05/27/2022 By NP Page 29 of 32 i . ddd i 1 ESR-3332 I Most Widely Accepted and Trusted Page 7 of 9 C-1 0 TABLE 5—TENSILE PULL-OUT CAPACITY OF SCREW CONNECTIONS, pounds-force1'z,3,4,5 is SCREW SCREW DESIGN THICKNESS OF MEMBER NOT IN CONTACT WITH SCREW HEAD (in.) TYPE SIZE HEAD STYLES 0.048 0.060 0.075 0.105 1/8I 3/16.. 1/4" 5/16" ! ALLOWABLE STRENGTH (ASD) 1 #10-16 PPH 136 193 236 307 297 - - - 2A, 2B #10-16 HWH 136 193 236 307 297 - - - tJ 3 #10-24 PWH 1228 186' 2506 4156 546' - - - 4, 5 #12-14 HWH 132 205 264 328 510 665 - - 6 #12-14 PUFH 132 205 264 328 510 665 - - 7 #12-24 HWH 968 165' 2246 3816 5077 891' 1020 1020 8 1/4-14 HWH 131 207 255 342 561 899 - - 9, 10 1/4-20 HWH - 2046 2606 4236 524' 914' 1044 1206 11 5/16-18 HWH - - - 520 707 - - - 12A, 12B 5/16-24 HWH - - - 459 637 724 1189 1424 DESIGN STRENGTH (LRFD) 1 #10-16 PPH 217 309 378 492 476 - - - 2A, 2B #10-16 HWH 217 309 378 492 476 - - - 3 #10-24 PWH 1948 298' 4006 6646 874' - - - 4, 5 #12-14 HWH 211 328 423 MM. 816 1064 - - 6 #12-14 PUFH 211 328 423 525 816 1064 - - 7 #12-24 HWH 1548 264' 3596 6096 811' 1426' 1632 1632 8 1/4-14 HWH 210 331 409 548 897 1439 - - 9, 10 1/4-20 HWH - 3266 4166 6776 838' 1462' 1670 1930 11 8/16' 18 HWH - - - 832 1131 - - - 12A, 12B 5/16-24 HWH - - - 735 1019 1159 1903 2279 [i For SI: 1 inch = 25.4 mm, 1 Ibf=4.4 N, 1 ksi =6.89 Mpa. 'Available strengths are based on laboratory tests, with safety factors/resistance factors calculated in accordance with AISI S100. For tension connections,the lowest of the available pull-out, pull-over, and screw tension strength must be used for design. 3Values are based on steel members with a minimum yield strength of Fy= 33 ksi and a minimum tensile strength of Fu=45 ksi. 4Available capacity for other member thickness may be determined by interpolating within the table. 5Unless otherwise noted, for steel with a minimum tensile strength F.?58 ksi, multiply tabulated values by 1.29 and for steel with a minimum tensile strength F.>65 ksi steel, multiply tabulated values by 1.44. 6When both steel sheets have a minimum specified tensile strength of F >_52 ksi (e.g.ASTM A653 SS Grade 37), multiply tabulated values by 1.15. 7When both steel sheets have a minimum specified tensile strength of F >_ 58 ksi (e.g.ASTM A36), multiply tabulated values by 1.29. 8lncreasing values for higher steel tensile strength per Note 5 is not allowed. 9Head styles: HWH= Hex Washer Head; PPH = Phillips Pan Head; PWH = Phillips Wafer Head; PUFH = Phillips Undercut Flat Head. TABLE 6—MINIMUM SCREW SPACING AND EDGE DISTANCE BASIC SCREW MINIMUM EDGE DISTANCE FOR FASTENED MINIMUM SPACING' (inch) MINIMUM EDGE DISTANCE FRAMING MEMBERS UNDER DIAMETER MATERIAL (3d) (inch) (1.5d) THE 2018, 2015 AND 2012 IBC2 (inch) (inch) (3d) 0.190 Steel 9/16 5/16 9/16 (#10) 0.216(#12) Steel 11/16 3/8 11/16 0.250 Steel 3/4 3/8 3/4 04) 05/16)125( Steel 15/16 1/2 15/16 For SI: 1 inch = 25.4 mm. 'For screws used in framing connections, when the spacing between screws is less than 3 times the nominal screws diameter, but at least 2 times the screw diameter, the connection shear strength values in Table 3 must be reduced by 20 percent[Refer to Section B1.5.1.3 of AISI S240(Section D1.5 of AISI S200 for the 2015 and 2012 IBC)]. 2For screws used in framing connections,when the edge is parallel to the direction of the applied force,the minimum edge distance may be 1.5 times the nominal screw diameter. [Refer to Section B1.5.1.3 of AISI S240(Section D1.5 of AISI S200 for the 2015 and 2012 IBC)]. DEFERRED SUBMITTAL REVIEW(THIRD PARTY) No Exception Taken • Make Corrections Noted 0 Rejected ❑ Revise and Re-Submit ❑ Submit Specified Item 0 The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates, Inc. Consulting Structural Engineers Date 05/27/2022 By NP Page 30 of 32 MAY, 2019 TrifabTM VG 451T Framing System C-Il EC 97911-205 WIND LOAD CHARTS (FRONT/BACK) Thermal WITH HORIZONTALS Allowable Stress LRFD Ultimate WITHOUT HORIZONTALS Design Load Design Load WIDTH IN METERS A= 15 PSF (720) 25 PSF (1200) WIDTH IN METERS 0.5 1 1.5 2 B = 20 PSF (960) 33 PSF (1580) 0.5 1 1.5 2 15 1 h 1 1 1 _ 4.5 C = 25 PSF (1200) 42 PSF (2000) 15 ( . I I I - 4.5 14 D = 30 PSF (1440) 50 PSF (2400) 14 a 13 - 4 E = 40 PSF (1920) 67 PSF (3200) 13 - 4 76 D 12 12 ip' - 3.5 - 3.5 O > � � W 11 W W 11 W _ nl o w I- LU I- U - u oo � u 10 - 3 w LL 10 A3 w rj ; og- Z Z a.3 � 9 A Z 9 -� C vI3 C� 8 -�2.5 = CO 8 --p2.5 = n@.- o �` C 0 W E () a. U c EU oio � = 7 �2 = .� �i 7 - 2 I ▪ co ° 06 E 451TVG012 6 7. ao y a o S 5 - 1.5 451 VG026 5 - 1.5 • g. c 2 4 INTERIORS: 4 I' g a m 1 2 3 4 5 6 7 8 AREA = (4.0')(8.25') = 33 sqft 1 2 3 4 5 6 7 8 g " N WIDTH IN FEET Pw = +67.0 psf > 18.7 psf (OK) WIDTH IN FEET � y �� . .@ w. � A - o m o E WITH HORIZONTALS CONTROLLING CASE = TYPE Be WITHOUT HORIZONTALS 4 N, 8 m a co ° co WIDTH IN METERS WIDTH IN METERS 2 r rn m N o ° 0.5 1 1.5 2 0.5 1 1.5 2 2� � a (0 15 I\\-.- II I - 4.5 15 I I ( - 4.5 n c n o r 14 14 13 - 4 13 4 12 � '�A 12 A cn WA3.5 W /' W 83.5 W w 11I- I.0 11 I- wB w w C w Z 10 3 2 z 10 D3 2 = 9C H = 9 E Ej HC7 8 -- 2.5 = .? G 0 8 - 2.5 1 WD 0 W 0 I 7W 451TVG012 = 7 W ---- 0 = 451VG026 - 2 = C 6 E with 1" x 2-1/4" STEEL BAR 6 tv 5 --- 1.5 WIND LOAD CHARTS ARE BASED ON 5 1.5 0 4 COMPOSITE PROPERTIES WHICH ARE 4 O 1 2 3 4 5 6 7 8 CALCULATED IN ACCORDANCE WITH 1 2 3 4 5 6 7 8 WIDTH IN FEET AAMA TIR-A8 AND AAMA 505 WIDTH IN FEET 5 E WITH HORIZONTALS WITHOUT HORIZONTALS 3 s WIDTH IN METERS WIDTH IN METERS e f 0.5 1 1.5 2 0.5 1 1.5 2 0 15 1 I I - 4.5 15 I I I -- 4.5 a) mO: o a 14 14 U g G• S > 13 -- 4 13 4 o a U) 12 12 c � E �j - 3.5 I W 3.5 W aco0 w 11 w 11 I- za � w wZZ 10 3 A3 = 9 A I- = 9 B ci, cc co U 2 C� C = % 8 o W 8 B2.5 0 W 8 -b2.5 .DI 7 T2 = r7 �, E 7 2 I 6 �e E 451TVG005 6 5 -- 1.5 WIND LOAD CHARTS ARE BASED ON 5 -a- 1.5 4 COMPOSITE PROPERTIES WHICH ARE 4 1 2 3 4 5 6 7 8 CALCULATED IN ACCORDANCE WITH 1 2 3 4 5 6 7 8 WIDTH IN FEET AAMA TIR-A8 AND AAMA 505 WIDTH IN FEET DEFERRED SUBMITTAL REVIEW(THIRD PARTY) Nu E eption Taken■ Make Correctinna Noted ❑ Rejeclad ❑ Revise and Re-Sebmrt ❑kawneer.com ADMC040EN ��SnbmNapedSadaem ❑ KAW N E E R Tha do,genea l notnrmt herein have been mvrearetl n to n lera for general ponents toot he Iha design boding erW br ,nleracuon of conipatenn wpm the wmn.y asucwre. AN ARCONIC COMPANY Kramer Gehlen and Associates,Inc. Page 31. of 32 Consulting Structural Engineers Oma 05,2712022 ar NP • 76 TrifabTM VG 451T Framing System MAY, 2019 C-12 WIND LOAD CHARTS (MULTI-PLANE) Thermal EC 97911-205 l Alowable Stress LRFD Ultimate WITH HORIZONTALS WITHOUT HORIZONTALS Design Load Design Load WIDTH IN METERS A= 15 PSF (720) 25 PSF (1200) WIDTH IN METERS 0.5 1 1.5 2 B = 20 PSF (960) 33 PSF (1580) 0.5 1 1.5 2 15 I f I - 4.5 C = 25 PSF (1200) 42 PSF (2000) 15 I I I - 4.5 14 D = 30 PSF (1440) 50 PSF (2400) 14 13 4 E = 40 PSF (1920) 67 PSF (3200) 13 412 12 TW 11 -- 3.5 W y F- 11 3.5C � `0FW WvoO U 210- Z 10 - 3 2 y z 10 \\ ....,...............„....." A3 w _ o �m a rn .2 O 2 CF- 9 z F- 9B z -0 a o Y \\\\\\ .,..,....... A c � 2 8 2.5 = 8 -b2.5 = m m;� W_ C _0 w E 0 Zt8a 7 --D2 W r 1 I 7 - 2 W a 0 � a _ = Y -o0o 6 E 6 �� 0C 451 TVG001 5 - 1.5 5 1.5 iI JAMBS: 4 9fo 1 2 3 4 5 6 7 8 AREA = (2.27')(8.25') = 18 sqft 1 2 3 4 5 6 7 8 0 0- a, WIDTH IN FEET Pw = +67.0 psf > 19.5 psf (OK) WIDTH IN FEET " rn rn A•C .2 @ N C WITH HORIZONTALS CONTROLLING CASE = TYPE Ae WITHOUT HORIZONTALS N o @o E WIDTH IN METERS WIDTH IN METERS °' •° "twin tnEn 0.5 1 1.5 2 0.5 1 1,5 2 ° „, ..c, ° I � ,' 15 -- 4.5 15 - 4.5 ,- COiii -C • 13 - 4 13 - 4 12 cA 12 CO F- - 3.5 ('� H - 3.5 w W 11 FW- ri W 11 NV S hi i W- Z 10 ' - 3 2 Z 10 3 N g z �. F- g B z I A F- 2 F- CO 8 B2 5 151Tv12 w 8 --�2.5 w = c w 2 E w 0 7 D2 = WIND LOAD CHARTS ARE BASED ON 7 - 2 = co 6 . COMPOSITE PROPERTIES WHICH ARE 6 r 5 E1 5 CALCULATED IN ACCORDANCE WITH 5 - -- 1.5 3 AAMA TIR-A8 AND AAMA 505 tv 4 4 0 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 c b. WIDTH IN FEET WIDTH IN FEET & 0 WITH HORIZONTALS WITHOUT HORIZONTALS c WIDTH IN METERS WIDTH IN METERS 0.5 1 1.5 2 0.5 1 1.5 2 m 15 \lk T - 4.5 15 ( E 1 - 4.5 a i. 14 14 0 13 - 4 13 - 4 0 °��' c o >: L p O 12 U) 12 of E a W - 3.5 w W 3.5 w .c S ° W 11 F- W 11 F- U a W LL W m ° m Z 10 - 3 Z 10 A3 No Z Z � - m 2 9 A F- 2 9 C F- CB Y O N `- w 8 B2.5 (.9 451TVG069 CO 8 2.5 CO g 8 o I C W 451TVG069 I E W Y = o 7 D2 2 7 _ 2 2 6 WIND LOAD CHARTS ARE BASED ON 6 E COMPOSITE PROPERTIES WHICH ARE 1 5 - 1.5 CALCULATED IN ACCORDANCE WITH 5 - 1.5 4 AAMA TIR-A8 AND AAMA 505 4 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 WIDTH IN FEET DEFERRED SUBMITTALREVIEW(THIRDPARTY) WIDTH IN FEET No Exception Taken U Make Correohonc Noted ❑ Rejected 0 Revise and Re-Submit 0 .0 KAW N E E R Submit Specified Item 0 ADMC040EN The documents contained herein have been reviewed by this office for general conformance with the design loading and for kawneeccom AN ARCONIC COMPANY interaction of components with the primary structure. Kramer Gehlen and Associates,inc. Pape 32 of 32 Consulting Structural Engineers b Date OS/27/2022 By NP I 1