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Specifications . , , , ,,,..., , f N Phase III E o w ar f © right t ^ s � . Construction Cit. September 21, 2000 Contractor: Howard S. Wright Construction Co. 888 S.W. Fifth Ave., Suite 415 ji . k Portland, OR. 97204 116` D 0 0 Contact: Bruce Joncas @ 503- 671 -1686 -0 Project: Nike IHM Consolidation ..' 6.... (P ! 1 6i 15705 S.W. 72nd Ave. to a 5 , %L •'' 4 Portland, OR. 97224 a pt . e '. ° ! \o a• •' '• i#,) G' e ' eke` ve se d o es e ' 1o'Q P 9 181 o Ailoo T�TiZft iboc 1 c. S TE.TIZ ?L/ r s Og60 157ag 5 ` 7z = Prue, T ;6 oR . 97424 car cokIcRSTE P a✓ t✓ To l4 t oR, ° 3 Nni13 - Row% 1 f o cut N tau 3-0' par 000R 10 MILD tar L4434 AND STAIRS MN 36' WIGH mem MORAL EX ISTi4cr— be R. o 14 io I / s a LA►UDiOer i se ►+.E.T *t. p60 w jrt� coNCKsT>F Doc iLL Ca/ sTRocrI PL AM 5c k ALF tf t ' T1 el � • 9 Sj� TEt(c6 r --- \ J 1 • _____, . 4 .. 4 I 1 .. ii .E.xls to ° 14 oPEt3;06Y ∎ LLE D (A)1 r* 1.0 khoALt... _,,,------- Ex ( r 1)0 �_ r",- T TR "FL.A5► cs '.ZE6or) &)irOEss ?ARK Jr_ 15766 k5 T V teU ()CiSTI 604brri4Ott4) '' (!i• TaTRA KfISTic5 + + + + ' -+ ;- + + + + + + + + + + + + + + + + di + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + +. + + + + ,+ + + + + + + + + 1 + + + + + " +v + + + + oci'5 146-- + + + + + + + + Jo ° ,c t4 oP6 4;4 6- R+ + + + + + r + + + ;�.t.e.D w;T►� + + + + + + + tAkiwr+u_ + + + + + + + + + +. + + + + + + + + • +. + + + f.Xi yr #16-. + + + ,+ + + + + + + + 3° _ 4 .04. + + + + + + + + + -I ZboR + + + + + + + + + + + -+- + . + + + + + + + ,2I Q 474 .......... ) 1A111 .. Co,rRocrioM oee.6445 Bosi mss 'WO= 500terik AN* l $.w. 7L N11 Aue. Ti ‘ilrRO ‘ OR . 91 2.2 (ESISTilWr C.r 1)1re ea) Lliker&teb OD T ) t ' Q44. e 43NPSFO JUL 26 '00 03 :05PM VLMIr ENGINEERS P.2/3 VLM ' Consulting Engine! ►s _ PRINCIPALS 3933 s,w KELLYYAVENUE ; PORTLAND, OREGON 97201 -4393 ALFRED VAN DOMBLEN P.E. JAMES' E t1F, P.E. KNA H WI (603) 222 -4453 / FAX (503) 248 -9263 / emelt vlmk @vlmkcom GREGORY J. BLEFGEN, P.E. ? MN G. KEMP P.E. JONN 1: BROOKS ASSOCIATES KEVIN M. KAMAN. P.E. Iul_y .8.2000 THOMAS C4MFRO. PE MEMORANDUM TO: Kimmo Akerblom, Ralston Architects FROM: Kevin M. Kaplan, PE tM- VLMK Consulting Engineers RE: Nike !HM (Tek 16) Kimmo: At the request of Bruce Joncas of Howard S. Wright Construction Company we have reviewed the proposed new enlarged opening in the existing Tetra Plastics building. Per discussions and our visit to the site on Tuesday June 27, 2000 the building was built in 1988 and that the existing 14'-0" wide x 10' -0" high opening in the existing 6" concrete tilt panel is proposed to be enlarged to be 14' -0" high. While existing drawings of the building were unable to be found, we do not see a problem with enlarging this opening as discussed. The new enlarged opening should be core drilled at the corners as the enclosed sketch indicates prior to drilling and care should be taken not to overcut the opening at the corners. Bruce Joncas indicated the need to frame the new enlarged opening in such a way that the building owner would be satisfied with the final condition. The attached sketch is one of several ways to frame and finish the new enlarged opening. It should be noted that using a TS 6 x 2 will decrease the opening width by 4 inches. Additionally, your office should provide the finish and/or painting specifications. Please feel free to contact me should you have any questions, comments, and/or concerns or if you need any additional information. • ,-/ Cc: Bruce Joncas; Howard S. Wright Construction Co. "' ti -41/ 4 4,. 85PE �t KMK:kmk Fr/A r , c o, K:\MemossNilce IHM (Tek 16) 7 -8.Doc wJ M• NC x'311 *ES: r� 30�© t MEMBER JUL 26 '00 03 :05PM VLMX ENGINEERS P.3 /3 of Ni 1c 14# M ' -' __ :1 • -1 VLMK L insulting Engineers LS � � • _ . _ '._ 3 933 SWN KE AVENUE / PORTLAND, OREGON 97201 -4393 a' ent - = _ — — , � No 99 4 vet te- 1, _ —�. =, (803) 222 -4433 / FAX (500) 2413-9263 / email vlmk ®vlmk.cQm OW= —/—r I c Na SI -r-I .......... , . 1 1 . I I I I ' rTT ; , f 1 , 1 1 ? I, + 4 Th • � � ; i 1 1 1 . �, t'J 1 � 1', 7 - � 1 � � I : I i 1 I . f. ; .I 1 .• i .. 1 I I Ti F., f i• r e L- 1 . . i I . 1 I I . ; S .I� A. N C I , • .,. i i " ` ` 1 .4 I . i : �.. - _.�. . . . '..i. !. ' ' � j • (D,G .4.ICay /6 ;DIAi 1 • . . I . I . I ' --- =+- =. yl M� k 4.? II I .. 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SNT -62Atiei To _. & 50 P.r-FA6e. • -FRAiii Crims;be) 1 _k-EFeR0,06g 4_ __- • 07/2 - 26 '00 - 89: 26W ENGINEERS O`'`" ' '"" "'''•`""' P. :3/b i Howard Wright FIELD QUESTION d S < r/ Construction Co. NO. 48 Nik HM Consloidation TO: mo Axerblom FROM Bruce Jorscas DATE: 7125/00 • ston Architects HSWCC • Nike DIM 1 ? 0 NW Greenbrier Pkwy., Ste 340 13630 SW Terman Drive verton. OR. 97006 Seaveston, OR 97005 -,' - 531.9492 Fax: 617-0312 We .. hest that you furnish the following informatioNclarificat 0n by: Drawi , Reference: Specification Reference: TITLE i Overhead Door T.S. i Tetra Pleas confrim that the modification to the overhead door T.S. Cr Tetra is awe .table. Also view if anyadditional reinforcing IS required fro the 3 x 7' -0" door cut. This • • or cut will be in the a jacentpanel next to the overhead door. true 6/181‘ z. BY: �J anca$ irTr.#.. hare T 7/ZMO soe r.n can • Reply: SO LU 11 c=tJ rd 011Si r ,M J L 15 .ih-c.coe. firizo3 A s I P 'n icA Tc t, . A 3 " ' MA. N i�ci2 s4 i,Pf :tT� --+� • A wAY nit l T a low4 I lCG I Pc> ss I e cCE -rte ,tom / c21 c--V 1'l 4Cs A'Y akt, TOG JAM7 ape_ J1►., r - maw, By: VOW t4 M. IGA. P -A s pe, - Dam: 't 11.4 f 'Zabo �` $ •.. �. V i:.►JG+•L.'bn-S O N rIc Somme 0 SW- D. Shepard 0 0 0 0— ! , ve-Hel a cam -R..t rayW1 0 0 0 7 N' 4. Arad Sdvafs 0 Flee Slop-13. Pierson 0 0 0 O Ni , ems► Short 0 TCMdiiah Hadley O Bder4.D. Elder O i iown- Ron Kemp 0 O H 4.8tavhaneoa 0 Harlane HUNT 0 0 Horb.t - Don /Sorbet 0 O N B. Jones* 0 Reber"- T. Oren 0 0 0 O : -0. Armstrong 0 Central Pab• R. ColonO 0 0 Note to ubcontractur: You must notify HSWCC immediately 6O* Field Question cases any changes to your subcontract price, schedule. or completion date. • �i • • 07/2:J1-L 26 09: 27 1 VOIre SCOTT S { +Mt.MUN P. 5/6 • Data 24. No. Howard fit. fright i �{�V1 2 z • J Construction Co. J otNO. ri II 1 2 4 -..), ...,,,.. 414, 4 . . "4111L******%N\ . . N ' . 1 i •„_ o i 0 I. ° i� 'VP. v 1 ! 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" . • YT .. ..t k .�I v. � e' -e•"• ,- , L • f c i - ;• , 'v , + .7 s- F 1 - .�. .E. � � $ "• • _a - .. , ° - 8 � 0. ; ti.:..1 . �1 . . 1, .• , Wh only the most r Every component, every Models 24 and 20 features: ; : i' standard and optional feature • Full 2" section thickness . i . 1 U for every model 24 and 20 • 3 wide, fully fitted boxed stiles l I sectional door is designed, • Advanced technolog ry adhesive ' I I. engineered and constructed to (no rivets to rust or leak and no spot enhance the building's architec- welds to rust) tural beauty, to assure smooth, • Two coats of baked -on enamel efficient operation, long and finish on all section surfaces trouble -free life and to save • Shallow ribbed surface avoids Installation time and effort. oil- canning • Damaged sections quickly and k.,= I Unique box -stile design with full 2" easily replaced thickness and 3 " width, plus tongue. 1?„ � ,o and - groove construction, add verti- 1' ° , .. .' r cal stability and strength. When " µ • i stiles are continuously- bonded to the skin surface with space -age Our Sectional Doors are stronger than competition by Design. adhesive, the result is the strongest Independent laboratory tests show that models 24 and 20 standard steel sectional possible unit. The surface is ribbed overhead doors are stronger when compared to four leading competitors. for added strength. Special con- 6 I u � t^ ti r � I •r q t r ii I .� struction allows quick and easy `" `` I! 1 ! i , 1 1 I l',I 1 ; ' replacement of damaged sections if ,:;i- II 'i .: t.,r: -p „ u.r , j 1 , : ii;S,1 it „1n K • I' it ( .ie:. [ill .. 11 i. Hi 15 necessary. Independent tests show MODEL 24 .Fitted Fitted K -1000 Adhesive and 330 lbs. 3180 Ibs. 1620 lbs. that models 24 and 20 sectional 20ga. Box 20ga. Box Self- Tapping Screws doors are stronger, compared to B 14ga."U" 16ga."Z" Welded 310 lbs. 1000 lbs. 1180 lbs. leading competitors) O 16ga. "U" 16ga. "Z" Welded 255 lbs. 1350 lbs. 750 lbs. D 16ga. "U" 17ga. "Z" Rivet to Face 245 lbs. 1600 lbs. 1020 lbs. Welded to Back Return E 17ga. "U" 17ga. "U" Rivet to Face 250 lbs. 1300 lbs. 830 lbs. Welded to Back . Return . TEST ONE: Overall strength lest —the TEST TWO: Stile design strength test— TEST THREE: Reliability of stile attach - roller and hinge, attached to the section, each section was crushed until point of ment —each center stile was pulled until was pulled until section damage deformation the welds, rivets, or adhesive broke occurred. loose. Complete Information on test available Irom Wayneoalton Corp. Added , Il i bonding decreases . ........ noise i d ' i'. 11 I t ..,. Optional I' f p " ` �; �� `y ',t'? ! ±a ' IiC^ ' irrc. t 1 -� { • '' III I t ' ^ ` ' �' .,...__. . . mx,!;, _ .„._ •,...... , g. i ..;„s„.4.,_ _ - ---- ------------agnammaggazzaiu. / - i Operation Section and Panel Schedule Basic doors are furnished with pro- (for Models 24,20) vision for manual push -up opera- 1 '1, I tion. Chain hoist or power operators F ully fitted u p to 6'1' 4 uptos3 2 boxed stiles are optionally available as required. srlo,o,• s 6'4•to123' 3 10'2" to12'1 6 12'4•to16'3 4 12'2• to 14'1• 7 16'4 to 20'3' 5 i� ,arro,sr a 20'4•to237 • 16'2' to 18'1• 9 .23'8" to 27'6• 7 © Copyright 1995 Wayne - Dalton Corp. is good eru h. gged 1 , g Options Available: Perimeter Seal • Energy- saving insulation and reduces heat loss f,�{j��'` i' ' s W weather strip system. and air leakage at ; ;: 3 a 1 0 ii `� -, .,. • Vision Lite or full-view windows. jambs and head. ; % °% . , 1 i r � i 4 • Chain hoist or eect lric power Seat op • - ; ��rtt l ..... operator operation. with flexible seal- • Special engineering for high ing flap which lays , �? � , , '1 windload or high usage springs. against exterior face of door. Flap — • Special track and hardware stays even at subzero temperature. •.`j I. applications. .. ` i Lamtec® backed Section Seal of •• / i ' polystyrene compressible i '1:*- =z neoprene foam • '� / I rubber at section I - 4 f joint virtually elimi- fl'a•i• f , Hates air leakage a 1/ Optional Energy- Saving Systems between sections. Insulation may be specified for - Models 24 and 20 in the following • — _______4• �I � Vinyl Loop -type manner: Door sections shall be - ��•oi Bottom Seal in furnished with minimum 1 /e ° thick aluminum retainer expanded polystyrene or 15i•" polystyrene 30ga. backer - conforms contour j' j polyurethane insulation. Back of floor along full It covers shall be minimum 30ga Insulation Type "U Factor R" Factor width of door to i galvanized steel, fully fitted, self- -I we Polystyrene o.13 7.60 reduce air leak- locking to sections and bonded age. Bottom seals ' to insulation board or Lamtec• U— Overall coefficient of heat transmission are factory installed for faster and backed polystyrene. (,.u.. factor units are BTU/Hr/Sq. actor Ft. °F.) e asier installations. Loop astragal Note: Double - glazed windows may R— Thermal resistance ( "R" factors are °F /Hr/ p g Sq. Ft. /BTU.) will accept a safety edge hose. also be specified for insulated doors with steel back covers. SUGGESTED SPECIFICATIONS Doors shall be model 24 or 20 upward- (wedge type) to provide weathertight closing SPRING COUNTERBALANCE— Helically acting sectional, as manufactured by with bracket mounting for wood jambs or wound, oil tempered torsion springs with die - Wayne- Dalton Corp. continuous angle mounting to steel jambs, cast anchor cones mounted on a continuous SECTIONS —Door sections shall be roll - and fully adjustable to seal door to jambs. steel cross header shaft assembly. Doors formed to a full 2" thickness form hot - dipped Horizontal tracks shall be reinforced with shall be lifted by galvanized aircraft type galvanized 24ga (20ga) steel, per ASTM minimum 12ga steel angle to resist lifting cables with minimum 5 to 1 safety A -562 standards. Horizontal meeting rails deflection. factors, wound onto die -cast cable drums. shall be roll- formed with tongue -and- Note: See Track Selection Guide. PERIMETER SEAL —May be specified to groove joint for weathertight fit; and sec= DOOR HARDWARE —All hardware with the greatly reduce air leakage for both insulated tion faces shall be uniformly ribbed for exception of rollers will be made from ASTM and non - insulated with complete weather - added strength. End and intermediate stiles A -526 commercial quality steel, coated with stripping as follows: Doors shall be provided shall be formed and fitted for continuous hot dipped galvanizing, then lightly oiled with with continuous perimeter seal at jambs, contact and anti- corrosion chemical treatment. The bot- head, sill and with section joint seal. Perime- • bonded with elastomeric adhesive along tom corner brackets will be 12ga and ter seal at jambs and head shall be flexible edges of contact with interior of sections. cradle the bottom'of the door. Hinges will be vinyl designed to continuously contact door Maximum stile spacing shall be 48° on heavy duty commercial type. Rollers will be exterior in the closed position. Seal at sill center. Bottom section shall be furnished 10, ' /," ball bearing type with hardened races. shall be compressible neoprene designed for with-an-aluminum-extrusion-with-neoprene Top - fixtures- shall -be- fully - adjustable --for align continuous contact when door is closed. weatherseal (optional compressible loop- ing top section with jamb and head. Doors Section joint seal shall be compressible foam type weatherseal in aluminum retainer), over 18' -2" wide (or 540 lbs. balanced rubber attached to full length of section designed for continuous contact at sill. weight) shall be furnished with double end edge. All perimeter seal components shall be FINISH — Exterior and interior of all door sec- hinges and long stem rollers. Galvanized designed for easy adjustment and replace - tion components shall be prepainted with a steel struts shall be provided as required to ment. All weatherstripping materials shall two -coat, baked -on epoxy primer and poly -. meet windload standards established under retain sealing properties in sub - freezing and ester top coat. Total coverage of the enam- NationalAssociation of Garage Door Manu- high heat. • • el primer finish shall be minimum 1 mil. facturers specification 101 -1975. (face of section). LOCKS— Inside side- mounted lock, standard. TRACK —Roil- formed of minimum 16ga Key cylinder lock (outside handle and secur- galvanized steel, either 2" or 3" depending ity face plate) with interior track engagement nr, rinnr size. Vertical track to be tapered and release is optional. Track Selection; Guide \ V o , 1 1 1 ° I ` — r E 11 8 8! ` Idler Sheave ti m ' \ Torsion sp and winding °� 7" _ — drums mounted at rea Spring pads not r equired. rn t 2 01 m C O O O O ....- t • • Standard Lift Track High Lift Track Low Headroom Track (Double Track) Vertical Lift Track General Operating Clearances 1 , Jamb Details Headroom Sideroom Depth _ Side room 2" 3" • 2" 3" into Y Track -4'h" Type track track track track Room - Tra ' 3ck - 5W Low Head- 7" 10" 6" 9" Opening Height 0 room, Rear plus 30" E k, la o" sides Torsion g \ . � \ \ steetmtwmingan9m Low Head- 10" 14" 10" 14" Opening Height T \ + E I Olt sattxad room, Front plus 30" _ E Torsion 8 \ 1 — Standard Lift • 17" 18" 4'/2" 5'/i" Opening Height I. .I� plus 18" 1 High Lift Desired Lift 4' " 5' /z' O Height Steel Jamb Mounting plus 12" —Lift plus 30" A Side room Jamb moulding Vertical Lift Door Height 4'h" 5'/2" 18" I 2' Track Single Incline plus 24" o, 3' Track Vertical Lift Door Height 4 51/2" 24" g' Break - away plus 12" - • g' s _4.. track II --- •••••1111111 ab NOTE: Chain hoist requires 6" additional sideroom. See electric Cr�� l operator details for required clearances for jackshaft and L bracket trolley operators. LIMITED WARRANTY: Wayne - Dalton Corp. products are warranted I p-- to be free of defects in material and workmanship for a period of one �� ' JI year. Upon inspection, defective parts will be replaced to the original - - - purchaser. Wayne - Dalton Corp. is not liable for incidental expenses Vertical Lift TI Follow the Roof Slope wood Jamb Mounting or damage caused by defective materials. Any scratches or abrasions Break -away (For clearance information in painted surfaces due to handling or installation are riot considered contact your District Rep.) factory defects. f ; , ' , . : 1 c WAYNE - DALTON CORP. /MT. HOPE, OHIO 44660 .. . Manufacturing plants: Mt. Hope, OH -P.O. Box 67, Mt. Hope, OH 44660 Pensacola, FL -3395 Addison Dr., Pensacola, FL 32514 (216) 674-7015, Fax: (216) 674 -1857 (904) 474-9890, Fax: (904)479-4274 . Conneaut, 011-1001 Chamberlain Blvd., Conneaut, 011 44030 • Portland, OR -5511 S.E. 26th Ave., Portland, OR 97202 • (216) 593 -5226, Fax: (216) 593-6245 (503) 234-0941, Fax (503) 231-0367 Dalton, OH -P.O. Box 500, Dalton, 011 44618 Trail, 011-2589 County Road 168, Dundee, OH 44624 (216) 828 -2291, Fax: (216) 828-2204 (800) 759-5095, Fax (216) 893-3371 Bound Brook, NJ -P.0. Box 270, Bound Brook, NJ 08805 Toronto -360 Montrose SL, N. Cambridge, Ontario N38 4T3, Canada (908) 563-1300, Fax: (908) 563.1355 (519) 653-4740, Fax (519) 653-6340 Member NAGDM, FWGDA, DODA, CDI, CSI, NM -SI and ARDI. Printed in U.S.A. • 0 Copyright 1995 Wayne - Dalton Corp. • 129599 -WD Rev. 11/95 ' I GENERAL OPERATING CLEARANCES STANDARD SPECIFICA IONS I\- ■ MODEL K - 24 AN K - 20 . M[A ROOM S0E ROOM OCPM CENTERLINE 0r SPRNGS • T•mt 2 p =• y` NTO = y — SECTIONS ARE 2" THI G -60 GALVANIZED WITH TRACK TRACK TRACK TRACK ROpY T 4 TRACK MIL PAINT ON ALL EX ERIOR SURFACES USING 4s. i $rANDARD Lin 16 -1/2• jO• l -1/2• $ -1/j• OPENIN HEIGHT OPENING HEIGHT 04(404 HEIGHT le• • 1,,_1/x- . I5-1 /2• COAT BAKED ON EPO Y /POLYESTER SYSTEM O CLREO L1fT _ _ • OPENING HEIGHT OPENING H0GNT OPENING HEICMT — WINDLOAD — DOORS WILL MEET OR EXEED SfANO• ' HIOH•LIFT • 12 • I/2• I y 1/2 - UrT • 3O ♦ LIfT • 6 -I/2 .Uri ♦ 7 -1/2 VER RCA/ U T D0 0 2 HEIGHT _ _ DOMelE 04(4440 DOUBLE 0 0w16 ESTABLISHED BY AN51� A216.1 IN ACCORDANCE 12 I W vat. BREAK —AWAY • 12• • 1/2' S 1/2• 2•' HEIGHT • S' HEIGHT • S WITH AS TM E- 330 - 7 AOJUSTABLC TOP LOW HEAP 6_ I !Cr 6' 6• OPENING HEIGHT 00Es 401 DOES NOT — LOCKS : INSIDE LOCK STANDARD natuee I Roots • 30 APPLY APPLY — HAROWARE : 10 BALL BEARING ROLLERS. 14 CAUL NOTE A004( CLCARANCES'OR MA4MAL OPLRAUON• MINIMUM HEAVY DUTY GALVANIZED HINGES. GALVO CHAIN HOST RE 6• ADOIn04At SLOE ROOM (ONE SLOE). C -60 ANGL AND ACK �/ STILLS ARC FASTENED TRO U NArT OPE R[OUw 2•' a0c A0 0044 a0[). — TUBULAR /SOLID ES SHAF TO BE BAIL BEARING MTO / WITH 1 /•' ■ 1' SHEET TRO Lttr DP(RA REOUwES 7• ApOT1pNAt HtAO ROOM ANO •6• A001DONAt OEpTN INTO 80014. - 10.000 CYCLE TORSIO SPRINGS u6TAt SCA[ws M40 - SPRING MOUNTING PA 5 BY OTHERS A....,„, % ' "ANGERS BY • LTFe� 0RCCTOR 9Y ERECTOR 3 : 1 CHAIN HOIST , // • me A , K1LER ❑ NOT AVAILABLE ON / NtA0R00u SHEAVE ❑ KEYED LOCK LIFT OR LHR DOORS • NE AOR••• � REOUIREO __ REOWR[D � � I / I p t4D AND Mita snits •H• e �� H %1" ❑ ENO CAPS ❑ DOUBLE END STILES LAP � , � ARE 20 CAUCE, r WWE 7 TORSION SPRINGS BROKEN CABLE CEVICE HDWA _coif 60X 0D0 (UC WI AHD W40146 D RUMS N CENTER N AND ❑ 1 1/2" ADDITIONAL SIOEROOM RECUIRED cops -11 BAKED OM [40xr aEDUUt O M O 44 1( 0 AT REAR 1' �D „ POLYEST PRI S PR W G PAp$ NOT $'' ••18I NI � /, / 12• NKR DOOR R EODUt tO ❑RICH CYCLE SPRI VCS - CYCLES / , . OPENING OPENING NEIGH .$ •G � • ❑SPECIAL WINO LO DS late � / 1 tLAP r T ❑EXHAUST PORT QUANTITY : 10 MAY P 04EN �) Arch. �I ,� ❑OTHER HomANL / O STANDARD OF TRACX (STD) LOW I E •ROOM TRACK (LHR) ❑OTHER 0 (screamslie ( OOUBL TRACK) ihls''''s11lemin0l RFVI / / Win t00P -1440 i complete check am SEAL w ;o p HANG(RS BY ♦ promise con(OTU $i(0. RETANCR ERECTOR OONm6rn. lam” OOC i t ' I El BRUSH JAMB AND HEAD SEAL rev%0/ /OSyyaj . " n ,p, Unrelds OndsOfCl / H AOROOU 1 ❑ VINY / ALUMINUM EXTRUSION HOWARD S. LVi 12 GAUGE BO TTOM nx1UR LIC ��e aEa,�a ' woo acaNa ❑PVC JA SEAL. ❑ PVC HEAD t -1/2• MIN : 2• TRAC r-I ❑ BETWEEN SECTIOV SEAL 1 .1 2" TR ACK (1 6 CA) ❑ 3" /RAC (12 GA) € 1t• 1a■1 ; y IAA0( COMMERCIAL STEEL - SECn( 1 4 1I/ y r y -NG WON • •A• �._. _.. . ._. ywe ANGIts • -:. ,. • •, , IT H• er OTHERS 'W y n � u ODOR WOO' •C DpEN , • 04E MOGHT (� c H 1`, gl •8 'e' ; Dalton' IEIZEtill W • TM _ � . - • • ,5 SOLO TO i )1. ` COMMERCIAL. • IMRCL.IA. S I W000 I AMB DETAIL ANGLE IN OUT CRETE JAMB DETAIL HIGH UFT TRA (HL) VERTICAL LIFT TRACK (FVL) JOB • I❑ BREAK AWAY • ITEM DOOR OPENING SIZE DOOR SIZE SECTIONS PANELS LIFT LIFT HEADROOM ITE SECTIONS SUPPLEMENTAL LOCATI?N . NO OTY MODEL GAUGE A - WROTH B -F EIGHT C -WROTH 0- HEIGHT HIGH WIDE OPERATION TYPE • L • 'H• STRUTS SECT. GLAZED DRAWINGS PREPAR l • BY _ DATE SHE ! ' 1 i d { Z N H /1 . �' 7 ` – Sn — _ �- . ,I K-a4 a�G /4 -O 1+ -0 /4� - 14- -� �1AA4_ F✓(.. _ �w CUSTOM NO. I l i I DWG NO: i I THIS OW0 SHOULD BE RETAINED BY _ FOR $ERVICE AND /OR REPAIR RE i t • . • . .p 26 '00 021:04PM VLMK ENGINEERS P. 1/3 Engineers t- .. .. '. ':' •. -,': kal 3933 SW r.._....LY AVE. / PORTLAND, OR 97201 4393 ....... . ' '..' - - ''' (503) k22-446b 1 FAX 248-9263 FAX TRANSMITTAL. (Plewse call 222-44E3 if alt pages are not re . - F X . riA, • TO: 4 • At1 . DATE; • ATTN: frI tv 4 4=)- 4 1 1 2 1 5 t - ' 26/ t FROM: eli 10- . ; PROJECT: KI114-- 14 M . lc.) NO. OP PASSE; TO FOLLOW: . 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