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Plans (86) ...o ) 9 00 a 4a,. lam SLS = ► OFFICE CcaRGAOPY RECEIVED APR - 2 2019 Submittal CTY 0F TIl Ar,D BUILDING DIVI310ransmittal 1� Corgan 120 East Greenway Plaza Suite 410 Houston TX 77046 United States PROJECT: McK_OR-Tigard CC Tenant DATE SENT: 2/20/2019 Improvements 18055.0000 SUBJECT: 084213-03 Sliding Automatic SUBMITTAL ID: 084213-03 Doors - Delegated Design Submittal TYPE: Submittal TRANSMITTAL ID: 00596 PURPOSE: No Exceptions Taken VIA: Info Exchange SPEC SECTION 08 40 00 REST S I(, FROM NAME EMAIL PHONE Camila Narvaez Corgan Camila.Narvaez@corgan g com 346-201-6206 TO NAME Turner Eric Mishler Construction emishler@tcco.com 503-226-9825 Company Turner Bruce Reid Construction breid@tcco.corn Company REMARKS: VLMK RESPONSE: City of Tigard NO EXCEPTIONS TAKEN. SEE ATTACHED Approved Plans By DateiLt---)(i CORGAN RESPONSE: NO EXCEPTIONS TAKEN SEE ATTACHED CONTENTS QUANTITY: 1 2/19/2019 DESCRIPTION McK_OR-Tigard CC TI -Submittal 084213-03 (Sliding Automatic Doors - Delegated Design Submittal)_VLMK Response.pdf Page 1 of 2 Submittal Transmittal DATE: 2/20/2019 ID: 00596 ACTION: REMARKS: QUANTITY: 1 DATED: 2/19/2019 NUMBER: DESCRIPTION: 084213-03 SIdg Auto Doors - Design- CORGAN.pdf ACTION: REMARKS: COPIES: Dennis Escobar (Corgan) Page 2 of 2 Turner Submittal #08 42 29-3.0 08 42 29 - Automatic Entrances TCCo Portland Project: 181019-Compass Oncology-Westside Cancer Center 1155 SW Morrison St.,Suite 600 12123 SW 69th Ave Portland,Oregon 97205 Portland,Oregon 97223 Phone:(503)226-9825 084213-03 Sliding Automatic Doors - Delegated Design Submittal SPEC SECTION: 08 42 29-Automatic Entrances SUBMITTAL MANAGER: Eric Mishler(Turner-Portland) STATUS: Open DATE CREATED: 02/11/2019 ISSUE DATE: 02/11/2019 REVISION: 0 RESPONSIBLE Metro Overhead Door RECEIVED FROM: Ann Westelin CONTRACTOR: RECEIVED DATE: 02/7/2019 SUBMIT BY: 02/11/2019 FINAL DUE DATE: 02/25/2019 LOCATION: 2nd Floor SUB JOB: COST CODE: APPROVERS: Camila Narvaez(Corgan Architects) BALL IN COURT: Camila Narvaez(Corgan Architects) DISTRIBUTION: Jeff Goemmel (Fred Shearer&Sons),Mark Morton (Chown Hardware),Ted Riley (Dallas Glass),Michael Schneider (Turtle Mountain) ,Aaron Davies (Dallas Glass),Kraig Goode (Dallas Glass),Nathaniel Wilson (Chown Hardware),John Uhl (Capitol Electric),Marc Willard (Chown Hardware),Chris StMarie (Fred Shearer&Sons),Ann Westelin (Metro Overhead Door),Greg Willis (Fred Shearer&Sons) ,Adam Person (Dallas Glass),Barry Kenfield (Metro Overhead Door),Tom Eback (Turtle Mountain),Scott Unholz (Capitol Electric) ,Brent Bodwell (Dallas Glass),Amanda Becker (Dallas Glass&Window),Frank Chown (Chown Hardware),Matt Halleman (Dallas Glass) DESCRIPTION: Delegated design submittal as required per RFI 055 response.Please review and confirm accepted and Contractor will submit to City of Tigard. ATTACHMENTS: SUBMITTAL WORKFLOW NAME SUBMITTER/ SENT DATE DUE DATE RETURNED RESPONSE ATTACHMENTS COMMENTS APPROVER DATE Camila Narvaez Approver 2/25/2019 Pending CORGAN SPEC.SEC. 084213-03 PROJECT t 18055 This review was performed only for general conformance with the des*Mont of the project and general compliance with the information given in the Contract Documents.Modifications or comments made on the submftal during rids review do not relieve contractor from compliance with the requirements of the Contrast Documents.Review of a specific item does not include review of the assembly of which the hem is a component Contractor is responsible fon dimensions to be confirmed and correlated at the jobsite;Information that pertains solely to the fabrication processes or to the means,methods,techniques, sequences,and procedures of construction;coordination of the work of all trades;and for performing all the work In a safe and satisfactory manner. © No Eauptions Taken ❑ NoIRevleoM.Euwro net required by Conoast Dxumems ❑ Domments Included ❑ Reviewed for Project tloxOut Requirements Only ❑ Bevies 8 Resubmit ❑ Proposed Substhution.Resubmit Comply adlh Sedan o1 t5 W ❑MjedTd BY DATE COPIES TO DATE 2119/2019 By Camila N «.ane TCCo Portland Page 1 of 1 Printed On:02/11/2019 03:22 PM Turner Submittal #08 42 29-3.0 08 42 29 - Automatic Entrances TCCo Portland Project: 181019-Compass Oncology-Westside Cancer Center 1155 SW Morrison St.,Suite 600 12123 SW 69th Ave Portland,Oregon 97205 Portland,Oregon 97223 Phone:(503)226-9825 084213-03 Sliding Automatic Doors - Delegated Design Submittal SPEC SECTION: 08 42 29-Automatic Entrances SUBMITTAL MANAGER: Eric Mishler(Turner-Portland) STATUS: Open DATE CREATED: 02/11/2019 ISSUE DATE: 02/11/2019 REVISION: 0 RESPONSIBLE Metro Overhead Door RECEIVED FROM: Ann Westelin CONTRACTOR: RECEIVED DATE: 02/7/2019 SUBMIT BY: 02/11/2019 FINAL DUE DATE: 02/25/2019 LOCATION: 2nd Floor SUB JOB: COST CODE: APPROVERS: Camila Narvaez(Corgan Architects) BALL IN COURT: Camila Narvaez(Corgan Architects) DISTRIBUTION: Jeff Goemmel (Fred Shearer&Sons),Mark Morton (Chown Hardware),Ted Riley (Dallas Glass),Michael Schneider (Turtle Mountain) ,Aaron Davies (Dallas Glass),Kraig Goode (Dallas Glass),Nathaniel Wilson (Chown Hardware),John Uhl (Capitol Electric),Marc Willard (Chown Hardware),Chris StMarie (Fred Shearer&Sons),Ann Westelin (Metro Overhead Door),Greg Willis (Fred Shearer&Sons) ,Adam Person (Dallas Glass),Barry Kenfield (Metro Overhead Door),Tom Eback (Turtle Mountain),Scott Unholz (Capitol Electric) ,Brent Bodwell (Dallas Glass),Amanda Becker (Dallas Glass&Window),Frank Chown (Chown Hardware),Matt Halleman (Dallas Glass) DESCRIPTION: Delegated design submittal as required per RFI 055 response.Please review and confirm accepted and Contractor will submit to City of Tigard. ATTACHMENTS: SUBMITTAL WORKFLOW SUBMITTER/ RETURNED X REVIEWED —REVISE AND RESUBMIT NAME APPROVER SENT DATE DUE DATE DATE Camila Narvaez Approver 2/25/2019 REJECTED _MAKE CORRECTIONS NOTED Vendor is entirely responsible for performance of his product(s). Corrections or comments made on the shop drawings during this review does not relieve contractor from compliance with requirements of the drawings and specifications or from compliance with governing codes. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating work with that of all other trades; and performing work in a safe and satisfactory manner. This check does not include a review of the bidder design engineering calculations or mechanical, electrical or plumbing load calculations or a review for compliance with governing electrical, mechanical, plumbing or fire protection codes. VLMK ENGINEERING+DESIGN (503)222-4453 _ BY DATE Date 02/19/19 By:pmr TCCo Portland Page 1 of 1 Printed On:02/11/2019 03:22 PM W V nA.9 Mt= Ce J n . 11IPE m E20E2.MATEO ON BOM C 1106 E. 610.11M0 Mr SIAM. D J G 3A lwrwmN a MUMS: IS A anms pa me 0 eLL al 1mBLES SAM PM MUMS WOW wn SC 1 cowman Cf LAX S. SI 211020112110201211020110.2Gua6Atals Too 0201011 1 maw U C 11 11110 MISS AL 00100 SOW ala amM m 2/01f aro Io CV 01U. MM 2 SD T[ORFA /e s B Or 2 a(E)/B = •_ evac A 1MBoe U 9 A ee ATOM MB .1622121-12 TAIL RCM `p3 aBl•/WS as WALL AT A 0120 TIME I— W $E' I4112012 fd I/22 CD E n1a11 wA L WAD y C TM TOP P UNI mu me C . ® g ®JAMB TO ROOF Ns J .0,..1.1,1C re!,/,,,,, 1 r'4 .244 s, tso-sr mP t Gorr •SOS KB w/ I Y-Z'uu cr KATEM OM KS (2)114.411L; ••• Ij. 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CUM oN T,�1.EE Turner MA a SNOWS a If fuIIOBEIE IS OTC'S Reviewed by: Eric Mishler pate; 02/11/2019 Reviewed by Turner for General compliance with the REIISMs Q contract documents only.This review does not relieve the subcontractor of the responsibility for making the B work confrom to the requirements of the contract.The ® JAMB TO FLR Nes subcontractor is responsible for all dimensions,correct fabrication and accurate fit with the work of other trades. Submittal Number. 084213-03 Ig 1 $ a2 m.,. a I E a S1 m N,* t .. o • "c.1 PROJECT 6.00 �S ALLSTRUCTURE Engineering L L C 16154 SW Upper Boones Ferry Rd•Portland,OR 97224 v:503.620.4314•f:503.620.4304 www.allstructure.com STRUCTURAL DOCUMENTS Project: Allstructure # 19026.00 TIGARD WEST SIDE CANCER CENTER LIGHT GAGE @ SLIDING DOOR Turner Construction Tigard,Oregon February 7, 2019 TABLE OF CONTENTS: Sheet No. Cover and Table of Contents 1 Project Information 2-11 Reference 12-32 NOTES: Allstructure Engineering TIE was retained in a limited capacity for this project and is responsible only for the items described in these documents. Turner ,�Rv c r �,0 c, ��,DPR ,1 q Reviewed by: Eric Mishler Date: 02/11/2019 Reviewed by Turner for General compliance with the �����G 1 N contract documents only. This review does not relieve w the subc n r rof theresponsibility ��988gg ppr o f acto for making the `S work confrom to the requirements of the contract. The / . /JJ subcontractor is responsible for all dimensions,correct v9 OREGON fabrication and accurate fit with the work of other trades. M- Submittal Number. 084213-03 "�qR. 11• cq- M SPEND\- EXPIRES: 6/30/20 Page 1 of 32 ( (�C �' �— I I c „oe: /5 ..vrro- .err-•,. - 11-4vz .'' . -----174,___.-1:, 7^/ 6iCi ezia.r, _ eititoi1Z ea-4 res—g., 1212 5 5;,r/we.v- ,G7 74 4 /6 gw A- Tkc tf) ev-z - 4171z-3 ao cm,-t c-ovrc a-Lc 4ae f;.4_ IVO- /31,5/4...., a ic 4 1 C.tl T"C Lf. 11,41.,,,....1=.1.21 SL/v'-/L 9aDf2- j !z 5 I t..I— -56coir, ..02., t( u Ars f '1c (ct) -- cwzt SeRtht JL' (4,) a R C /4-0Wo(ln4 4-1e-L2.-c) i\SdE ALLSTRUCTURE ltt3 _s___-- ____ �1 _ DATE 12:5.11. ENGINEERING CHK BY _ DATE 16154 SW Upper Boones Ferry Rd. -,--2-wg- c,.____.024- .17Z-- JOB NO -i 0 _ Portland,OR 97224-7744 o:503.620.4314 I allstructure.com SHEET OF Page 2 of 32 1t1.7Ai^/T) Logito V55.ics-1 41Ot.,L '" i-- l4reiL co- xi;Tl .9' Ct1A047 1-4 `r/ kzeS } ,� /It" • Lc- noon 5 t' -ri,,44 6c ,.i.) fic p, Pf4 gE104.11 g , 6 v7 , I'E ALLSTRUCTURE BYTTL O„E ENGINEERING CHK BY DATE 16154 SW Upper Boones Ferry Rd. JOB NO Portland,OR 97224-7744 o:503.620.4314 I allstructure.com SHEET OF Page 3 of 32 6 w 2/4"V 13 (t " -i5Q 2',rl rIh f 1 C'A3-e) VA. . . 4th L" s CJS w iauk le... r . t \J SPSF(`7 + Z� ... ZZ•sIIL-f t �r1 (s,`� Jon+{{fb siv13, fir► .. ` _ i S K r (► t..2_ t 4a 2- 5 - d _ Ro` i 512- i Or"'$5 W hfr9( I-ielcl4T car I5` 1,44.,..4c.or 4.) i7 Ffi 7.5"i' /1x .#„.„ = T (7\ d - 114,E - , .< H Y ' Ilit' (i°7;-.) (. /7\1/7:\ z.'..- 'L 0 S"C) 'I'IS s4 3 Oc---?, . , \ \.4i... . A •.° F.;Z (7 \ / ��IS\ 6 �. (a) [s .1 -49 , Pets cAC f ii rt*In 1 5'1.'*4 V SFALLSTRUCTURE BY DATE ENGINEERING CHK BY DATE 16154 SW Upper Boones Ferry Rd. ___ ________ JOB NO B Portland,OR 97224-7744 o:503.620.4314 I allstructure.com - SHEET OF Page 4 of 32 n 1 1 1 HU-1/0 --r *" L. V,41,etc s rz S- •Z°/'t' , d 4Yk6 >�✓ r•.1 �� 7�� ?c�YL%MG ,7tr 44t4-e-"1 1246 #S 5 (±S - L Z `" O t-, ALLSTRUCTURE BY DATE ASiE ENGINEERING __._..... CHK BY DATE 16154 SW Upper Boones Ferry Rd. JOB NO Portland,OR 97224-7744 o:503.620.4314 I allstructure.com SHEET OF Page 5 of 32 k W 4Ll_BRAtCtN4 . 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(5--,,, �l;4 < I zrs � . )1 VALA-\Jtosue- 4- ev Win. Co/ MIL-) y 6 c , (s.ri " ,, i" FA-c;vAi 0 tc, LocA-1't• t 7i'.!c7t- Z` ,.f?:he,te o w1, i ALLSTRUCTURE BY ! ikE 10 DATE `l.�o.t�.__ ENGINEERING ._.__.._. . CHK BY DATE 16154 SW Upper Boones Ferry Rd. _,._..._ JOB NO ��OZ(�.� Portland,OR 97224-7744 0:503.620.43141 allstructure.com __ �..�__..___ SHEET OF Page 7 of 32 Cla rkWestern Building Systems 1111/11111/1111 CW Tech Support: (888)437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 2/6/2019 SECTION DESIGNATION: 362S137-43 [33] Single Section Dimensions: Web Height= 3.625 in Top Flange= 1.375 in Bottom Flange = 1.375 in Stiffening Lip = 0.375 in Inside Corner Radius= 0.0712 in Punchout Width = 1.500 in ttt Punchout Length = 4.000 in Design Thickness= 0.0451 in Steel Properties: Fy= 33.000 ksi I Fu = 45.000 ksi Fya= 33.000 ksi ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length = 8 ft Load has not been modified for load type or duration Member Configuration: SINGLE MEMBER K-phi (axial)for Distortional Buckling = 0.00 Ib*in/in TOTAL ALLOWABLE AXIAL LOADS (Ibl WEAK AXIS MAXIMUM CONCENTRIC LOADED BRACING KL/r LOADING THROUGH WEB NONE 193 905 0589) MID Pt 97 2361 1177 THIRD Pt 68 2893 1357 Page 8 of 32 €1" ClarkWestern Building Systems clarkwestern.com 2007 North American Specification ASD DATE: 1/23/2019 SECTION DESIGNATION: 3625162-54[50] Single 312 $ Section Dimensions: Web Height= 3.625 in 1 Top Flange= 1.625 in Bottom Flange= 1.625 in Stiffening Lip= 0.500 in Inside Corner Radius= 0.0849 in Punchout Width = 1.500 in Punchout Length = 4.000 in Design Thickness= 0.0566 in Steel Properties: 6 Fy= 50.000 ksi Fu = 65.000 ksi 4 5 Fya = 50.000 ksi Gross Properties i A(gross) Weight A(net) Sxx lxx Rx lyy Ry (in^2) (Ib/ft) (in^2) (inA3) (inA4) (in) (inA4) (in) 0.4219 1.4357 0.3370 0.4815 0.8727 1.4382 0.1541 0.6044 Effective Properties 1 Ixx(defl) Sxx Ma-xx Ma-x(dist) Vag Vanet Syy Ma-y (inA4) (in^3) (Ft-Lb) (Ft-Lb) (Ib) (Ib) (in^3) (Ft-Lb) 0.8727 0.4435 1106.7 1132.8 3372 1016 0.1285 320.5 K-phi for Distortional Buckling = 0.00 Ib*in/in t I Torsional Properties Jx1000 Cw Xo m Ro Beta ( (inA4) (in^6) (in) (in) (in) i 0.4505 0.4569 -1.283 0.774 2.020 0.597 i t I Warping Torsional Properties a Sxx(lip) Wn(1) Wn(2) Wn(3) Wn(4) Wn(5) Wn(6) (in^3) (in^3) (in^2) (in^2) (in^2) (in^2) (in^2) (in^2) 51.5 0.6046 2.5217 1.4165 -1.3818 1.3818 -1.4165 -2.5217 Web Crippling -Allowable Loads, Pa(Ib) I End Bearing Length = 3.50 (in) I Interior Bearing Length = 3.50 (in) Cond. 1 (E1 F) Cond. 2 (l1 F) Cond. 3 (E2F) Cond.4 (I2F) 963 1758 760 1994 s Punchout Reduction Factor Cond. 1, Rc(E1 F) = 0.864+ 0.083x/h <= 1.0 Punchout Reduction Factor Cond. 2, Rc(I1 F) = 0.879 + 0.053x/h <= 1.0 ( 11 i It S g3g k Page 9 of 32 t 1111111111 111 ClarkWestern Building Systems g CW Tech Support: (888)437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 1/23/2019 SECTION DESIGNATION: 362S162-54[50] Single Section Dimensions: Web Height= 3.625 in Top Flange= 1.625 in Bottom Flange= 1.625 in Stiffening Lip= 0.500 in Inside Corner Radius= 0.0849 in ' a Punchout Width = 1.500 in Punchout Length = 4.000 in Design Thickness= 0.0566 in Steel Properties: Fy= 50.000 ksiI Fu = 65.000 ksi Fya = 50.000 ksi r k )1ALLOWABLE WALL HEIGHTS-LATERAL LOAD ONLY i INPUT PARAMETERS ) Lateral Load =22.5 psf Load Multiplier for Strength Checks= 1.00 Load Multiplier for Deflection = 1.00 Shear and Web Crippling Capacity Based on Unpunched Web End Bearing Length for Web Crippling = 3.5 in K-phi for Distortional Buckling = 0.00 Ib*in/in ALLOWABLE SPANS-SIMPLE SPAN STUD DEFLECTION LIMIT 1 SPACING L/120 L/240 L/360 rte._. 12 in 17'2" 13'7" 11' 11" 3 16 in 15' 7" 12'4" 10'9" i 24 in 13' 7" 10' 9" 9' 5" NOTE: Wall Heights Assume Full Support of the i: Compression Flange, (Sheathing or Mechanical Bracing). 0 h t d,,,..,, x 1 i Page 10of32i, Complies with the 2006 International Building Code(IBC) Fasteners (Screws and Welds) Screw Table Notes 1. Capacities based on section E4 of the AISI 2004 Specification. See table on page 5 for design thicknesses. 2. When connecting materials of different steel thicknesses or tensile strengths,use the lowest values.Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design(ASD)and include safety factor of 3.0. 4. Where multiple fasteners are used,screws are assumed to have a center-to-center spacing of at least 3 times the nominal diameter(d) 5. Screws are assumed to have a center-of-screw to edge-of-steel dimension of at least 1.5 times the nominal diameter(d)of the screw. 6. Tension capacity is based on the lesser of pullout capacity in sheet closest to screw tip,or pullover capacity for sheet closest to screw head (based on head diameter shown.)Note that for all tension values shown in this table,pullover values have been reduced by 50%assuming eccentrically loaded connections that produce a non-uniform pull-over force on the fastener. 7. Governed by a conservative estimate of screw capacity,not by sheet steel failure. 8. Higher values,especially for screw strength,may be obtained by specifying screws from a specific manufacturer. See manufacturer's data for specific allowable values and installation instructions. 9. Shear and tension data for screws was developed with the assistance of the Wei-Wen Yu Center for Cold-Formed Steel Structures(CCFSS), using published screw manufacturer data and evaluation reports available at the time of publication. Allowable Screw Connection Capacity (Pounds per screw) Thick-`'Fy: Fu:' 4#6 screw #8 screw #10 screw . ' #12 screw: 1/4"screw„ ness Yield Tensile (0.138"da;5/16"head) (0.164"dia.5/16k head) (0.190"dia�0.340"head) (0.216"dia;0.340"head) (0.250"dia;0.409`head) (Mils)1 (KSI) (KSI) Shear Tension Shear Tension Shear Tension Shear - -Tension Shear Tension 18 33 33 44 24 48 29 52 33 55 38 60 44 27 33 33 82 37 89 43 96 50 102 57 110 66 30 33 33 95 40 103 48 111 55 118 63 127 73 33 33 45 151 61 164 72 177 84 188 95 203 110 43 33 45 214' 79 244 94 263 109 280 124 302 144 54 33 45 214' 84' 303' 11§' C..,170- . 137 394 156 424 180 68 33 45 214' 84' --- 303' 118' 406'' 159' 525' 196 600 227 97 33 45 214' 84' 303' 118' 406' 159' 525' 205' 704' 275' 118 33 45 214' 84' 303' 118' 406' 159' 525' 205' 7047 275' 54 50 65 214' 84' 303' 118' 406' 159' 525' 205' 613 261 68 50 65 214' 84' 303' 118' 406' 159' 525' 205' 704' 275' 97 50 65 214' 84' 303' 118' 406' 159' 525' 205' 704' 275' 118 50 65 214' 84' 303' 118' 406' 159' 525' 205' 704' 275' i Weld Table Notes r 1. Capacities based on section E2.4(for fillet welds) and E2.5 (for flare groove welds) of the AISI Specification. a 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. t 3. Capacities are based on Allowable Strength Design (ASD) and include appropriate safety factors. # 4. Weld capacities are based on either 3/32"or 1/8"diameter E60 or E70 electrodes. For thinner materials, 0.030"to 0.035"diameter wire electrodes may provide best results. 5. Parallel capacity is considered to be loading in the direction of the length of the weld. 6. For flare groove welds,the effective throat of weld is conservatively assumed to be less than 2t. 1 Allowable Welds Capacity (pounds) for 1 " Long Welds Fy: Fillet Welds Flare Groove Welds Thickness Design Yield Fu (Mils)1 Thickness (KSI) (KSI) Parallel Perpendicular Parallel Perpendicular 43 0.0451 33 45 619 864 544 663 54 0.0566 33 45 822 1,084 682 832 68 0.0713 33 45 1,082 1,365 859 1,048 3 97 0.1017 33 45 1,618 1,947 1,226 1,495 118 0.1242 33 45 2,015 2,378 1,497 1,826 s 54 0.0566 ' 50 65 1,188 1,566 985 1,202 68 0.0713 50 65 1,563 1,972 1,241 1,514 97 0.1017 50 65 2,337' 2,813 1,771 4159 118 0.1242 50 65 2,911 3,435 2,162 2,637 I l, 58 1 Page 11 1 Turner Submittal #08 42 29-2.0 08 42 29 - Automatic Entrances Turner Construction-Portland Project: 181019-Compass Oncology-Westside Cancer Center 1155 SW Morrison St.,Suite 600 12123 SW 69th Ave Portland,Oregon 97205 Portland,Oregon 97223 Phone:(503)226-9825 084213-02 Sliding Auto Doors - PD & SD SPEC SECTION: 08 42 29-Automatic Entrances SUBMITTAL MANAGER: Austin Ingalls(Turner-Portland) STATUS: Open DATE CREATED: 12/26/2018 ISSUE DATE: 12/26/2018 REVISION: 0 RESPONSIBLE Metro Overhead Door RECEIVED FROM: Barry Kenfield CONTRACTOR: RECEIVED DATE: 12/26/2018 SUBMIT BY: 12/26/2018 FINAL DUE DATE: 01/9/2019 LOCATION: SUB JOB: COST CODE: APPROVERS: Camila Narvaez BALL IN COURT: Camila Narvaez DISTRIBUTION: Jeff Goemmel (Fred Shearer&Sons) Danny Stryffeler (Turner Portland),Eric Montoya (American Heating),John Uhl (Capitol Electric) ,Chris StMarie (Fred Shearer&Sons),Austin Ingalls (Turner-Portland),Barry Kenfield (Metro Overhead Door),Scott Unholz (Capitol Electric) DESCRIPTION: ATTACHMENTS: SUBMITTAL WORKFLOW NAME SUBMITTER/ RETURNED SENT DATE DUE DATE RESPONSE ATTACHMENTS COMMENTS APPROVER DATE Camila Narvaez Approver 1/9/2019 Pending ( ( kl BY DATE COPIES TO Turner Construction-Portland Page 1 of 1 Printed On: 12/27/2018 11:26 AM Page 12 of 32 S Blvi A cX: MMENTS COMPASS ONCOLOGY WESTSIDE CANCER CENTER-TI PACKAGE 18055.0000 CORGAN Date: 1/10/2019 spEc,sEC. 084213-02 PROJECTD 18055.0000 This review Was pdmmed only for general conformance with the design intent of the protect and gamut compliance wdttthe tntonnadon given in Dte Centred Ooctaxnts.MadiBca,tans or comments made an the submitted during this ret044 do not relieve contractor from compliance with the requiramants of Use Contact To: Eric Mishler Documents.Review of spedke item does net Include review of the assembly of which the Item Is a component.Contractor Is responsible for:dimensions to be confirmed and correlated at the(abatis;information that pertains Project Manager solely to the fabrication processes or to the means,methods,techniques. sequences.and procedures of construulon;coordination of the work of ail trades;and for performing all the work In a safe and satisfactory manner. Turner Construction Company Ns Exceptions Taken Rot Oe ie y Conors o boo m rzqu"asd Iy Conuara Oocumrnfs 1073 Oak St.SE 0 Comore included 0RoNeu<dfetPmlact Ciesa-0ot Rtqulrenwn60ny Salem,Oregon,97301 ❑ReviseReocbmh mmpNgnanShM Rejected Prepared By: Edgar Gallegos ❑ SUBMITTAL: 084213-02 DATE 1!1012019 gy E.GALLEGOS coy ane COMMENTS 1. SECURITY AND SAFETY POWER FAIL OPTIONS: A. NO AUTOMATIC LOCK FEATURE REQUIRED. 2. TOUCHLESS ACUTATOR A. STYLE TO BE STAINLESS STEEL SINGLE GANG End of Submittal Comments CC: Attachments: Please review this information and advise writer of any corrections,misunderstandings or additions within 3 business days. File location:G:IPROJECTS118055100001D-Contract Admin107-Submittals1DIVISION 081081000-01-SUBMITTAL COMMENTS.docx CORGAN www.corgan.com Page 13 of 32 ®4242 Baldwin Boulevard ARCHITECTURAL DETAILS • Corpus Christi,Texas USA 78405-3399 AUTOMATIC COMMERCIAL SLIDE DOORS HOrtfn Tel:800-531-3111,361-888-5591 Fax:8.hort 1-3108,361-888-6510 Profiler® Series 2000 Linear Drive A2.7 www.hortondoors.com Type: 110 Single Slide SX-O July 11 AUTOMATICS The Automatic Choice • Standard Packages Unit Width Slide Breakout Slide Panel Sidelite Rough Opening Opening Opening Width Width Width 7-0"(2134) 3'-0"(914) 3'-3 1/2"(1003) 3'-6"(1067) 3'-5" (1041) 7'-0 1/2"(21461 Unit Height:7'-6"(2286) Rough Opening Height:7-6 1/4"(2292) Anodized Finish: Glazing:Standard unit prep'd for 1/4" Clear See details for options starting on p.A5.0 and Threshold:1/2"(13)tall x 4"wide(See page A5.3), Architectural Specifications on p.A6.0. Installation and Operation 4"(102) H Shim6) • Door perimeter mounted within rough opening with 1/4"minimum shim space at header& t jambs.Finish floor not to exceed 1/4"out of level, (See page A.3) r-mminsrt� A • Electrical:Provide 120 VAC,60 cycle,single phase,15 amp service(in conduit)to each Unit IL. . a on dedicated 20 amp circuit breaker routed to header.Maximum current draw Is 3.15 amps, I / Series 2000 a`> • Door actuated with header mounted motion sensor at interior and exterior for detection of a to I traffic In each direction.Door closes after time delay expires,(See page A.4) / Linear Drive at Elecc i • Manual Locking:Exterior keylock and interior thumbtum provided at vertical strike rail- Exterior / a Operator Ec, (Optional fail-safe or fail-secure autolock) / Unit Width Power ' ii -07:1=-1 1 A — Supply — L LL. L . ( A -- Continuous ami i \ SX o interlocking w'! Slide/Swing Fixed Breakout m Turner Panel Sidelite Mechanism Reviewed by: Eric Mahler Date: 12/27/2018 Safety Beams --Y \ ^m C337 ti Reviewed by Turner for General compliance with the Y �. Z „ ��i-,ill~Fj� �ry�l, •C r contract documents only.This review does not relieve � rtiF__ 'E 1/2 I•rl'9th Milli •° the subcontractor of the responsibility for making the 7 1.--cab ' I work confrom to the requirements of the contract.The ® it ti, l h ' subcontractor is responsible for all dimensions,correct cv by- -,• A co fabrication and accurate fit with the work of other trades. kr - o_ x Submittal Number 081423-02 / - � C337 C337 i tv g `kt Muntin Muntin 0 \ N � CI lb i ' ' Breakout Opening r '+ I Type SX-0 IL 411 SX panels can yp A o breakout 90° Slide v Opening 31/2 (89) from any . .— N fn position of c33ea2 r> • slide movement L- kyr ¢> ., p `11 with max. 50 Ibf.of force —'' r at lock stile —�. ri t '1 o r Exterior Elevations and Floor Plans 3/4" 11 f 'l iii s"-f^r-� r i 4 1/2" 11 II I I I Finish Floor 1 Vertical Section R o-Fixed Sidelite - Threshold Door shown in open position 1)1.7........ . 335 Oral �'i Safety Beam t j� c1 me �T>um t _ �?' __ 5X- Slide/Swing Panel I C_V.1C3 ., 1 �^ O •1 Pivot iI,r casJar y r F Exterior 12"{51) I L "( ) 1 2 1/2"(63)11 1 314" Type O-SX shown,SX-O opposite I L, r111 HHH 1/2" 13 1. r. �- (44) I.E Unit Width Horton Automatics reserves the right to improve the product s r" ...t-- end change Its apedrications without notice.Dimensions t 1/4"(6) 1/4" given In V.S.inches followed by millimeters in parenthesis. E Horizontal Section (6) z • - Page 14 of 32 404242 Baldwin Boulevard SPECIFICATION DETAILS Corpus Christi,Texas USA 7840505-3399 AUTOMATIC COMMERCIAL SLIDE DOORS Tel:800-53 l-31 11,361-888-5591 Horton Fax:800-531-3108,361-888-6510 AUtOit7cks A5.9 www.hortondoors.com May 10 A B T it Al A T I C S The Automatic Choice , General Autolock Operation 1. Open signal is received by control 5.Solenoid extends lockbolt when door is fully and 2. Unlock signal is sent to Autolock keeper is in locked position 3. Solenoid retracts lockbolt 6.Door slide motion,only,is locked 4. Door Opens then Closes �'Sec- sn° ;�' r t 02176.5 Feil Secu Wrj`i`. -' t C217�Tt TO Ft�/ ose ME i �` � 6 Autvtock 3 f �I IF y �1•. E ‘..„,,,,r_ , 1,,k,iii iiiii 0../ _ r —Ilr r,�J� Svlenlod �� • 2:4' I_.� I11 i '+s. ;.'.,......lk41 --±. ;;geePerA _--�K /moi / Per ` i ►_ \, �' 0 --}_ on-r xl°°°' ___.----__—_11_---_______----- SERIES 2000 A ELITE BELT DRIVE AU •LOCK �Y– FOR SINGLE SLI• 1-- fes` C2176-7LH or RH ••iI Secure .----:-_-_--f--- (If Power Falls theDoo Will Remain Locked) C2196.7LH or RH Fa Safe (If Power Fails th=Door Will Unlock) SERIES 2000 LINEAR DRIVE FOR BIPART C2176-5 Fail Secure 02176-7RH Fail Secure (If Power Fails theDoor Will Remain Locked) C2196.7RH Fail Safe C21-96-5 Fail Safe(If Pt,..c,rails the Dov,Wi11 U,dvck) 1��, •.� e3976 F eecure mb Y c5656 Fail Secure sernblY�� I ptornaticl°k A t { AutOntaticLockA f i I As 6f ......,..:::: _� "..1,,(4. i 1 3 f ....2: spar1111._ ) ii:,,etep_.::::::,1:1_(1:",,k,":: itli---A (.re--; ',._',;.f.',-,',:il_ L1 1 ",..:'?_ :-':?-,,i'_____,,,,_=;-=';`:-.?-!)..1'4--_:::1-1. ---- „ t [t _ -1 , Turner r 1 Reviewed by: Eric Mishler Date: 12/27/2018 I I --- i f)�I @-,r• , - - — Reviewed by Turner for General compliance with the t contract documents only.This review does not relieve .-.- the subcontractor of the responsibility for making the __-- - work confrom to the requirements of the contract.The Lalchboll subcontractor is responsible for all dimensions,correct dtchbolt ;' 1�r �, fabrication and accurate ft with the work of other trades. / „.,,,„„, lr �� Submittal Number: 081423-02 '- --•�f I i.......,-- ..________ , .. MOO (,' !{Ms l K �R Es�* Z...,. . „ cq ..ratel, _--...,,,, /ti' �fi1t�a. col Fall saf'k Assembly I Autordan.., 63977 Fall ookAssembly i AutofnaUo l- �� SEr IES 2003 BELT DRIVE AUTOLOCK 2041 SERIES BELT DRIVE AUTOLOCK C •56 Fail Secure C.976 Fail Secure Power Fails the Door Will Remain Locked) Power Fails the Door Will Remain Locked} t 5657 Fail Safe(If Power Fails the Door Will Unlock) 3977 Fail Safe(If Power Falls the Door Will Unlock) i 1 I 1 Page 15 of 32 nil®4242 Baldwin Boulevard SPECIFICATION DETAILS Corpus Christi,Texas USA 78405-3399 AUTOMATIC COMMERCIAL SLIDE DOORS Norton Tel:800-531-3111,361-888-5591 Fax:800-531-3108,361-888-6510 Standard and Optional Glass Prep A5.5 www.hortondoors.com Jan 08 AUTOMATICS The Automatic Choice . C341 Vinyl Glazing C370\ /C379-1 Tape 033. C341 C3 ' C341 - - ',.-----\ ,. . 4 Vinyl Vinyl \ --•e :_-_, a 1 . 111M. 131. 34 1 i- IlE11411111111) 11 I I I Glazing I 114 (6)Glazing 5116"(8)Glazing 318"(10) Standard 0341 C341 Vinyl Vinyl 1 C322 0379.1 C379-1 ii C369 1 _ / ° . -. 4..+fit I I I I I I Bevel Stops(114"Glazing Only) 112"(13)Glazing 5/8"(16)Glazing I • H C341 V34 1 lni 1 Vinyl 1 I 1/... I C340 1 C379-1 _x____ pi , O m H1 re Q I i a3 tta c3 1 r 1" v t, .1111.10.-- . 4_--.01111111i• — ,i!—... '- 4 1 I 1 I 3/4"(19)Glazing ( 1"(25)Glazing i 1 r $ 1 1 i Horton Automatics reserves the right to Improve the product and change its specifications without notice.Dimensions given in U.S. $ Inches followed by Millimeters In parenthesis. 1 P' Page 16 of 32 , ®4242 Baldwin Boulevard SPECIFICATION DETAILS /'U�� riiCorpus Christi,Texas USA 78405-3399 AUTOMATIC COMMERCIAL SLIDE DOORS Tel:800-531-3111,361-888-5591 - Horton Fax:800-531-3108,361-888-6510 Flush Exit Device A5.8 www.hortondoors.com for Types 110 and 310 Units Jan 08 AUTOMATICS The Automatic Choice , i 1 I II tl I! z i %( irt I i Vic `— __-r Filler panel "� � f}iy_ tll 6 r j: rte,,/r: = ; sh bar C2297 j�„' 24'1/2 P�__ C2297 1 o i l E a.. co Fri i v co N N_ I co C2300 FLUSH PANIC DEVICE `Y A I N n -- Fits all door panel sizes from 27” (9' bi-part)and up. 1 --Push bar releases the breakout latch. --Push bar remaines flush with the surface of the door. i Dogging is not required. 'Y • 1 P --Can be used on inside or outside slider breakouts. '— J i 5 i Page 17 of 32 ®4242 Baldwin Boulevard SELECTION GUIDE Corpus Christi,Texas ' USA 78405-3399 AUTOMATIC COMMERCIAL SLIDING DOORS Horton Tel:800-531-3101,361-888 5541 Fax:800-531-3108,361-888-6510 General Information-Slide Door Operators A.1 www.hortondoors.com July 11 AUTOMATICS 77te Automatic Choice 4"(102) Profiler®Series 2000 Linear Drive n 1 Slide operation accomplished through 1/8 HP motor working with a threadless stainless steel 1/2"diameter linear drive shaft.A linear travel block describes a helical path along the rotating shaft. i I !`ii 2'i halt LT1 Dr ve S Design allows for small header profile with flush installation to 4"jambs. f Q� Maximum slide panel weights: MOIOt s-z�""� r 250 lbs(113.4 kg)Bipart,350 lbs(158.7 kg)Single Slide ,_ is ,� �,,,�� Goa Cable i Zii�!' l i;'iw-`yF.��f til Blak putleY - ( t 4I �� ear Drive A ,1�fr, `' :-`~ heel Assembly Un "r plaster rentr01 Drivo W Ir.' r "—: - �T/ 1 idler Wheel As4emb6as coupler y�� Spy Series 2000 Linear Drive shown ori power �� ssembly 1. Drive Wheel A r Bumper Junction B0X 6"(153) 1 ProSlide®Series 2003 Belt Drive ! F?-1 Slide operation accomplished through 1/8 HP motor working with worm grear transmission .•• 1800 a RPM with 1/2"steel reinforced nylon drive belt,attached door hangers and idler pulley. fo I Telescoping Series 20031 included in available door configurations. r ,.ximum slide panel weights: m 1... 2 4 lbs(113.4 kg)Bipart,350 lbs(158.7 kg)Single Slide 1 tlI[61, '' �II? polder SUPPIY Dove Belt fir— .4.i' 1 li,� � 'If'r orf-_— vaci i/,+-0 p Cv`----- ' Motor Idler Pulley ` II p ---- Ir.,.r��y '� 10 _ M _.. .r--- t7 ® 0 . ntroi >� I 0-� 0� prNe eel AssemMies Master Co ` :--f- IderWheelAssembb Bumper 6"(153) ' s° HD-Slide®Series 2001 B: Drive Slide operation accomplished rough 1/8 HP motor(o. '.nal 1/4 HP)working with heavy duty worm d Ngrear transmission and 181 s -PM with 1"steel reinforced Ion drive belt,attached 1/4"thick steel door hangers and idler .. ey. '�-,Il Elegant®Series 250' All=Glass unit included in available door c• figurations. �. ; ; power SuPPN ! h t j, Maximum slide .anel weights: - ' .0001 -r- ;la 1. =� 3001bs(136 •)Bipart,500 lbs(227 kg)Single Slide Master• �.'`� l' ,.�--- . S 4111 ,.. .r., t°leek -------. ....i---.----II . �� ,.`‘,11) pPjpOatA' ! :.,hp 0 U Timing Belt �+ Alit.lfui `. lesir 111111.1. ��,.,,r V/_- Idle Pulley `- ( " \I!.'---V-1 � �► r� i h� �--'4 � •�i (O (4'1.'° 1 NAtor Bumper ri Al ��..,x, 1 Ojairw e1 Assembh Amb-`111r5.' ``C^ / (�p O Idle/Wi.e — O 1I °.' y6icp p ®p Drive yvpeef As00nrtO s Horton Automatics reserves the right to alter fls product and � �f specifications without notice.Dimensions given In U.S.Inches 'VOW- sembly fohowed by millimeters In parenthesis. Idler Wheel i Page 18 of 32 Fit4242 Baldwin Boulevard ARCHITECTURAL- SPECS Corpus Christi,Texas USA 78405-3399 AUTOMATIC SLIDING DOORS Tel:800-531-3111,361-888-5591 Norton Fax:800-531-3108,361-888-6510 Profiler®Series 2000 A6.0 www.hortondoors.com Sliding Door System with Electric AUTOMATIC 6 The Automatic Choice Linear Drive Operator Page 1 of 7, Jun 11 DIVISION 08-OPENINGS SECTION 08 42 29.23 SLIDING AUTOMATIC ENTRANCES Specifier Note:Coordinate and edit articles and paragraphs below to suit project requirements.Add section numbers and titles per CS!"MasterFormat"and specifier's practice. Consult with manufacturer regarding performance requirements for units applicable to project, as well as, related equipment and accessories required. PART I—GENERAL 1.01 SUMMARY A. WORK INCLUDED: Furnish complete automatic aluminum door system,as specified,that has been manufactured,fabricated and installed to maintain performance criteria stated by manufacturer without defects, damage or failure. B. RELATED WORK: 1. Concrete: Division 03,applicable sections. 2. Masonry: Division 04, applicable sections. 3. Thermal and Moisture Protection: Division 07, applicable sections. 5. Openings: Division 08, applicable sections. 6. Electrical: Division 26, applicable sections. 1.02 REFERENCES A. AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA) 101:Appendix Dissimilar Materials. B. AMERICAN ASSOCIATION OF AUTOMATIC DOOR MANUFACTURERS(AAADM). C. AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION(AAMA) 1303.5:Voluntary Specifications for Forced-Entry Resistant Aluminum Sliding Glass Doors D. AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI): 1. ANSI Z97,1: Safety Glazing Materials Used in Buildings-Methods of Test. 2. ANSI A156.10: For Power Operated Pedestrian Doors; Sliding Doors section. 3. ANSI A156.5:Standard for Auxiliary Locks and Associated Products E. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM); 1. ASTM B221:Aluminum-Alloy Extruded Bars, Rods, Shapes and Tubes. 2. ASTM E330-02: (Wind load)Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. 3. ASTM E283-04: (Air Infiltration)Standard test method for rate of air leakage through exterior windows, curtain walls, and doors. ) F. BUILDING OFFICIALS AND CODE ADMINISTRATORS INTERNATIONAL(BOCA) G. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS I UNIFORM BUILDING CODE(ICBO/UBC) H. INTERNATIONAL CODE COUNCIL I INTERNATIONAL BUILDING CODE(ICC/IBC) I. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101: 1. NFPA 101: Code for Safety to Life from Fire in Buildings&Structures. Page 19 of 32 ® 4242 Baldwin Boulevard ARCHITECTURAL SPECS Corpus Christi,Texas I 111111USA 78405-3399 AUTOMATIC SLIDING DOORS Tel:800-531-3111,361-888-5591 Horton Fax:800-531-3108,361-888-6510 Profiler°Series 2000 A6.1 www.hortondoors,com Sliding Door System with Electric AUTOMATICS The Automatic Choice Linear Drive Operator Page 2 of 7, Jun 11 2. NFPA 70: National Electrical Code(NEC). I J. THE ALUMINUM ASSOCIATION (M)Aluminum Finishes Manual. K. UNDERWRITERS LABORATORY, INC.(USA&CANADA)UL 325: Electrical Door, Drapery,Gate, Louver, and I Window Operators and Systems. 1.03 SUBMITTALS 1 A. PRODUCT DATA: Submit manufacturer's complete product and installation data. I i B. SHOP DRAWINGS: Submit drawings showing layout,profiles, product components including anchorage, accessories,finish and glazing details(where required). C. CLOSEOUT SUBMITTALS:Submit the following: 1. Owner's Manual. 2. Warranty document as specified herein. 3. AAADM inspection compliance form completed and signed by certified AAADM inspector prior to doors being placed in operation as proof of compliance with ANSI A156.10. 1.04 QUALITY ASSURANCE AND PERFORMANCE REQUIREMENTS A. INSTALLERS QUALIFICATIONS: Installer shall be factory trained,certified by AAADM, and experienced to perform work of this section. B. MANUFACTURER'S QUALIFICATIONS: Manufacturer to have minimum(5)five years successful experience in the fabrication of automatic doors of the type required for this project. Manufacturer capable of providing field t service representation during installation, approving acceptable installer and approving application method. C. CERTIFICATIONS:Automatic sliding door systems and options shall be factory certified to meet performance I design criteria in accordance with the following standards: 3 1. ANSI A156.10: For Power Operated Pedestrian Doors;Sliding Doors section. i 2. NFPA 101: Code for Safety to Life from Fire in Buildings&Structures. 3. UL 325: Electrical Door, Drapery,Gate, Louver, and Window Operators and Systems. 4. BOCA: Means of Egress, Power Operated Doors 5. ICBO/UBC: Egress Through Lobbies 6. ICC/IBC: Egress Section D.WIND LOAD:Structural Performance per ASTM E330-02: Measured+1-40 psf with no glass breakage , I E.AIR INFILTRATION: per ASTM E283-04: 1. Standard Test Pressure @ 1.57 psf, Measured 1.36 cfm/ft2 2. Additional Test Pressure @ 6.24 psf, Measured 1.052 cfm/ft2 ( F. FORCED ENTRY RESISTANCE:Sliding doors shall meet requirement of AAMA 1303.5. G. OPERATING RANGE: -30° F to 130° F (-34° C to 54°C) ( t H. OPENING FORCE REQUIREMENTS FOR EMERGENCY EGRESS: j t 1. Slide-swing panels shall require no more than 50 Ibf. (222 N)of force to swing open, Slide-swing panels shall be capable of swinging out 90°from any position of slide movement. . 2. Slide-swing panels and swing-out sidelites shall have torsion spring designed to re-close panel if pushed open in the direction of egress. t i Page 20 of 32 i i ® 4242 Baldwin Boulevard ARCHITECTURAL SPECS i Corpus Christi,Texas rill USA 78405-3399 AUTOMATIC SLIDING DOORS Tel:800-531-3111,361-888-5591 Horton Fax:800-531-3108,361-888-6510 Profiler Series 2000 A6.2 www.hortondoors.com Sliding Door System with Electric AUTOMATICS The Automatic Choice Linear Drive Operator Page 3 of 7, Jun 11 3. If power fails,slide panels can be manually slid open with no more than 15 lbf(222 N)of force. 4. Units are UL listed as an exit way and are compliant with NFPA 101. I. CLOSING FORCE REQUIREMENTS: Maximum force required to prevent sliding panel from closing=28 lbf. (124.5 N)Adjustable Reversing Circuit will reopen door unit if closing path is obstructed. J. HEADER CAPACITY: Header shall be capable of supporting: 1. Biparting: Up to 250 lbs. (113.4 kg)per slide panel over spans up to 16'-0"(4877mm)without intermediate supports. 2. Single Slide: Up to 350 lbs.(158.7 kg)per slide panel over spans up to 9'-0"(2743mm)without intermediate supports 1.05 WARRANTIES I A. MANUFACTURER'S WARRANTY: Units to be warranted against defect in material and workmanship for a period of one year from the Date of Substantial Completion. Manufacturer's warranty is in addition to,and not a limitation of,other rights owner may have under Contract Documents. R B. DISTRIBUTOR'S WARRANTY: One year warranty: Labor&transportation charges for defective parts replacement. 1.06 PROJECT CONDITIONS 1 FIELD MEASUREMENTS:Verify actual dimensions/openings by field measurements before fabrication and record on shop drawings.Coordinate with fabrication and construction schedule to avoid construction delays. 1.07 DELIVERY, STORAGE AND HANDLING A. ORDERING AND DELIVERY:Comply with factory's ordering instructions and lead time requirements. Delivery shall be in factory's original,unopened, undamaged containers with identification labels intact. B. STORAGE AND PROTECTION:Provide protection from exposure to harmful weather conditions and vandalism. PART II—PRODUCTS I 2.01 MANUFACTURER HORTON AUTOMATICS,a division of Overhead Door Corporation, shall manufacture automatic sliding door(s)of type(s)and size(s)specified on plans and door schedule. 2.02 EQUIPMENT A. MANUFACTURED DOOR UNITS:Shall include operator,header with roller track, carrier assemblies,framing jambs, sliding door panel(s), sidelite(s),activation,safety devices and accessories required for complete installation. 1. Configuration: Single Slide 2. Mounting Type: a. Perimeter mounted within rough opening with sliding panel(s)sliding along sidelite. j k 3. Door Type: Page 21 of 32 i Ite 4242 Baldwin Boulevard ARCHITECTURAL SPECS Corpus Christi,Texas ' USA 78405-3399 AUTOMATIC SLIDING DOORS Tel:800-531-3111,361-888-5591 Norton Fax:800-531-3108,361-888-6510Profiler®Series 2000 www.hortondoors.com Sliding Door System with Electric A6.3 AUTOMATICS The Automatic Choice Linear Drive Operator Page 4 of 7, Jun 11 i c. Type 310:Slide-swing panel(s)'SX'shall slide along interior side. Unit has Swing-out sidelite'SO'. t I a B. OPERATOR:The Electric Operating Mechanism shall be Profiler@ Series 2000 Linear Drive.The operator shall F; be mounted and concealed within the header. 1. Operation shall be accomplished through a 1/8 HP DC permanent magnet working with a threadless, induction hardened stainless steel 1/2"(13mm)diameter linear drive shaft. Maximum current draw shall not exceed 3.15 amps.A linear travel block describes a helical path along the rotating shaft utilizing six aircraft quality ball bearings acting as an integral clutch. Linear drive shaft shall be self lubricating by means of integral oiler located in the travel block. k 2. Master Control shall be 16 bit microprocessor controller with dual on-board seven-segment alphanumeric diagnostic display and position encoder.The encoder shall monitor revolutions of the operator shaft and send signals to microprocessor controller to define door position and speed. The control shall have minimum of 28 programmable parameters including the following functions as required by ANSI A156,10: a. Adjustable opening and closing speeds. f b. Adjustable back-check and latching. c. Adjustable braking. l d. Adjustable hold open time between 1 to 30 seconds. A e. Adjustable Reversing Circuit will reopen door unit if closing path is obstructed. f. Separate day and night modes of operation with security over-ride. t 3. Finger Safety:When unit slides open, strike rail of sliding panel will stop short of adjacent sidelite; resulting opening is net slide. t 4. On/Off Switch shall be supplied.When switched OFF, unit reverts to free manual operation(likewise during electrical power failure), s C. SECURITY AND SAFETY POWER FAIL OPTIONS: 1. Automatic lock:Automatically locks slide function of door when in closed position.Additional power supply for I autolock not acceptable. a. Autolor'k Fail Secy tre: If power fails the lock engagPG NO AUTOMATIC LOCK FEATURE. D. PROFILER®HEADER: Shall be slim 4"(102mm)deep by 6"(152mm)high aluminum construction with extruded z-profile reinforcement for dead load and lateral strength. Header shall have removable face plate for service and adjustment of operator and controls. Header mounts flush to 4"framing jambs. E. CARRIER ASSEMBLIES AND HEADER ROLLER TRACK: Carrier assemblies shall support door panels with minimum four rollers per panel. Rollers will be steel, high quality ball bearing wheels 1-1/4"(32 mm)diameter. Anti-Derailing shall be accomplished by means of a continuous aluminum extrusion full length of slide panel travel. Overhead header roller track shall be continuous aluminum, nylon covered, and replaceable. Page 22 of 32 i I. ® 4242 Baldwin Boulevard ARCHITECTURAL SPECS i Corpus Christi,Texas USA 78405-3399 AUTOMATIC SLIDING DOORS Tel:800-531-3111,361-888-5591 Horton Fax:800-531-3108,361-888-6510 Pro#ilex®Series 2000 A6.4 www.hortondoors.com Sliding Door System with Electric AUTOMATICS The Automatic Choice Linear Drive Operator Page 5 of 7, Jun 11 F. SLIDING PANEL(S)AND SIDELITE(S): Shall be aluminum, 1-3/4"(44 mm)deep with narrow stile rails.An intermediate,horizontal rail(muntin bar),2 1/4"(57 mm)wide, shall be furnished for safety and division of glass (optional on 010 units). Standard bottom rail shall be 4"(102mm)tall. Sliding panels shall have concealed 1 bottom guides to stabilize slide travel. 1. Weather-stripping to be along perimeter of sliding panel(s)and swing-out sidelite(s).Weatherstripping material captured in extruded aluminum door panel. Surface applied self-adhesive weatherstripping not 'acceptable.Adjustable spring-loaded double astragal weather-stripping at lead edge,double mohair at interlock rails i 1 G. BREAKOUT PANELS: Slide-swingpanels can swingout 90° from anyposition of slide movement and require I q no more than 50 Ibf. (222 N)of force applied at the lock stile to open. Slide-swing panels and swing-out sidelites shall utilize spring loaded ball detent. 1. Slide-swing panels and swing-out sidelites shall have torsion spring designed to re-close panel if pushed a open in the direction of egress. 2. Breakout mechanism shall provide support across full width of the door, in normal operating mode. In breakout mode,torsion assembly shall support weight of the door to minimize drop during emergency egress. 3. Slide-swing panels shall include intermediate horizontal rail. 1 4. Units with breakout feature are UL listed as an exit away and are compliant with NFPA 101. H. JAMBS/FRAME:Shall be aluminum.Jamb dimensions to be: 1. 1 3/4"(44mm)deep by 4"(102mm)wide for Types 010, 110, &310. i 1 f t g J. HARDWARE:ANSI A156.5, Grade 1,2-Point Locking provided and installed in strike rail shall include: 1. Hookbolt Latch,5/8"laminated stainless steel, latching into jamb or adjacent strike rail. . 2. 3/8"hex-bolt into breakout carrier frame. i 3. Keyed 1 5/32"(29 mm)Cylinder mounted on exterior side with 31/32" (25 mm)backset 4. Thumbturn mounted on interior side. Page 23 of 32 1 rin® 4242 Baldwin Boulevard ARCHITECTURAL SPECS Corpus Christi,Texas USA 78405-3399 AUTOMATIC SLIDING DOORS Tel:800-531-3111,361-888-5591 Horton Fax:800-531-3108hortondoors.com,361-888-6510 'Profiler®Series 2000 A6.5 www. Sliding Door System with Electric AUTOMATICS The Automatic Choice Linear Drive Operator Page 6 of 7, Jun 11 t i 5. Hardware Options: r i i i< 2.03 RELATED EQUIPMENT BASIC SENSOR SYSTEM: Shall be 24 VDC,class II circuit and shall be adjusted and installed in compliance with ANSI A156.10.System shall include the following: A. ACTIVATION SENSORS: Microwave or active infrared sensor shall be header-mounted each side of door unit for detection of traffic from each direction. B. THRESHOLD PRESENCE SENSORS: 1. Header mounted sensors shall provide active infrared presence detection on each side of the door unit and shall remain active throughout the entire door opening and closing cycle. 2. Hold-open beams:Two pulsed infrared photoelectric beams to be mounted in vertical rails of sidelite or in F jambs.Sender/receiver arrangement parallels door opening. P. P 2.04 RELATED WORK REQUIREMENTS t' A. ELECTRICAL: 120 VAC, 50/60 cycle,single phase,dedicated 20 amp circuit per operator. k t B. GLASS AND GLAZING: Glass stops, glazing vinyl and setting blocks for field glazing as per Safety Glazing standard ANSI 297.1.2. Contractor to coordinate acquisition of glass in thickness and type in accordance with manufacturer's recommendations for prescribed design. ) 2.05 MATERIALS, FINISHES AND FABRICATION A. EXTRUDED ALUMINUM:ASTM B221,6063-T5 alloy and temper, anodized: 1. Structural Header Sections:Minimum 3/16"(5 mm)thickness. 2. Structural Frame Sections: Minimum 1/8"(3 mm)thickness. 3. Structural Panel Sections: Commercial grade. i 1 B. FINISHES (for all exposed aluminum surfaces):Shall be one of the following: 1. 204-R1 Clear:Arch. Class 2 Clear Anodized Coating,AA-Ml2C22A31. 5 1 i 1 I i I I I f j 1 Page 24 of 32 3 ® 4242 Baldwin Boulevard ARCHITECTURAL SPECS Corpus Christi,Texas USA 78405-3399 AUTOMATIC SLIDING DOORS Tel:800-531-3111,361-888-5591 Horton Fax:800-531-3108,361-888-6510 www.hortondoors.com Profiler®Series 2000 A6.6 Sliding Door System with Electric AUTOMATICS The Automatic Choice Linear Drive Operator Page 7 of 7, Jun 11 C. PANEL CONSTRUCTION: 1. Corner block type with 3/16"steel backup plate construction, mechanically secured with minimum of four hardened steel screws. Sash consists of snap-in glass stops, snap-in glazing beads and vinyl gaskets. 2. Slide-swing doors to be supplied with adjustable glass setting block to allow for adjusting of door to meet site conditions eliminating the need for additional shims. D. FRAME CONSTRUCTION: Butt joints,mechanically secured with screws and formed alum. corner brackets. E. OPERATOR CONSTRUCTION: Electromechanical, modular type construction. PART III-EXECUTION 3.01 EXAMINATION SITE VERIFICATION OF CONDITIONS: Installer must verify that base conditions previously installed under other sections are acceptable for product installation according to with manufacturer's instructions. Notify the Contractor in writing of conditions detrimental to the proper and timely completion of work.Do not start work until all negative conditions are corrected in a manner acceptable to the installer and manufacturer. 3.02 INSTALLATION A. GENERAL: Installer shall be factory trained, certified by AAADM, and experienced to perform work of this section. Install door units plumb, level and true to line,without warp or rack of frames or sash with manufacturer's prescribed tolerances. Provide support and anchorin place. B. DISSIMILAR MATERIALS: Comply with AAMA 101,Appendix Dissimilar Materials by separating aluminum materials and other corrodible surfaces from sources of corrosion or electrolytic action contact points. C. WEATHER-TIGHT CONSTRUCTION; Install header and framing members in a bed of sealant or with joint filler or gaskets.Coordinate installation with wall flashings and other components of construction. D. ELECTRICAL: General or electrical contractor to install all wiring to operator on a separate circuit breaker routed • into header. General or electrical contractor also to install all necessary power and low voltage wiring for proper operation of associated security systems. 3.03 CLEANING,ADJUSTMENT AND PROTECTION A. CLEANING:After installation, installer to take following steps: 1. Remove temporary coverings and protection of adjacent work areas. 2. Remove construction debris from construction site and legally dispose of debris. 3. Repair or replace damaged installed products. 4. Clean product surfaces and lubricate operating equipment for optimum condition and safety. 1 B. ADJUSTMENT:AAADM certified technician to inspect and adjust installation.Comply with ANSI A156.10. C. ADVISE CONTRACTOR; Of precautions required through the remainder of the construction period,to ensure that doors will be without damage or deterioration(other than normal weathering)at the time of acceptance. Note:Horton Automatics reserves the right to make product improvements and change specifications without notice. END OF SECTION Page 25 of 32 X11 1 ADJUSTABLE RANGE, STAINLESS STEEL MICROWAVE TOUCHLESS ACTUATOR RATED ENCLOSURE `Iii :PRIMARY APPLICATIONS I d .z 4 WAVE TO WAVE TO g ,,L..61';;141 • , I i A 4 OP « 11ei OPEN �¢_v,;,',4`...1'i I```mo 1 +date. A R ,orf r * 33 jjj!! , i 1�.4 . ; .; rig r 2 -- 24 inches 1 1. ,sem 1. 1 1 i n a BEA's MS11 is an aesthetically pleasing, touchless • NEMA 4 (IP65) enclosure capable of use I' activation device designed to reduce the spread in industrial and extreme washdown of germs and improve accessibility in healthcare, environments retail, industrial and commercial settings. The MS11 has been purpose-built to withstand . Illuminated blue center changes to green upon the extreme rigors of fast-paced and sanitary signal reception /activation environments. a Adjustable sensing zone from 2 -24 inches (pulse or toggle) The flush-mount MS11 is a durable stainless steel device utilizing adjustable-range microwave * Adjustable audible alert setting, including technology. The MS11's illuminated center silent-mode required for hospitals and other and audible signaling confirms activation and noise-sensitive environments encourages proper touchless use. Configurable output hold time of 1 -30 The MS11 detects moving objects such as a hand, seconds allowing unique, user-defined device cart or wheelchair and is designed for use in placement hospitals, pharmacies, clean rooms, food service ® Compatible with all automatic door control and other areas needing highly accessible and makes and models germ-free activation. BEA,Inc. Customer Service: 800.523.2462 W RIDC Park west Technical Support: 800.407.4545 100 Enterprise Drive Pittsburgh,PA 15275-1213 www.BEAinc.com 1 Page 26 of 32 t APPLICATIONS 1 lEALTI IC ARC ENVIRONMENTS1 1 t-LEAN POOMS.iik ND'Tt"rl C FACILITIES WASHOOViiN RESISTANT • .' i - - i I . . - i• f, t , ..., • , '-i ___ i - !i- ' .-4, ' .., -..-,_,. -..„...., . ----____ ----____ 1 1 . I Vg-r-‘C.1 4 \\ L7 'It TECHNICAL SPECIFICATIONS i RELATED PRODUCTS i I Technology 1,4Trowave ficrrpler 8-,3,r, Detection Mode Motion Midirec tiottali,Toggle of Tuned 1,10de -i:- fli ro-oP.. 1 Sensing Zone 2 1,1-24 so iiattiostablel Hold Time I,- . . ..., Alert Settings ., - ' Aurirble Merl S1Prrt:.1o,k,or',1o,,,1 mi.Rie V .,1AILitt Bliie(Storidlyi)Green tActivat Supply Voltage 12-24 VA(!VOC,or 5 VDC STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL Current Consumption ,-..-2.8 W SINGLE GANG JAMB STYLE DOUBLE GANG I Temperature Range -,?,:t -I-Kill Enclosure Rating 111-MA 4 Relay 1-t(or 1:SoIrcl St:A Itirlay *Ave re wAst-N I A.,;(*/VAr:1 VDC inlay., Dimensions II 1 1 III 094 . .. ...41.1P-fTli,jb.1,;_...• lu.... . 1.. 4..,,,.. . DQUiAe Gang 4.5 in NV).r 4 5 in,1-0 r 1).98 ir.(DI . lamb 1,68 in t`;`/)x 4 5 rof,Hi x 0.48 in(CO Wire Harness Length 12 41 • . . WHITE POWDERCOAT WHITE POWDERCOAT WHITE POWDERCOAT Material Stainless Steel tloceplarre)/AerS o ••,,,i1) - SINGLE GANG JAMB STYLE DOUBLE GANG "See%.1;.e,'q Ge le DIMENSIONAL DRAWINGS ;•4f3t'-':',?15,,r. . 1 - ,- tOt roo..#'_,--• . -, . , . i ' --' I 1900 i MHZ RECEIVER 900 MHZ RETROFIT SINGLE GANG ANGLED / TRANSMITTER MOUNTING BOX i Single Double Jamb . 1 Gang Gang • 1 i I .!, i t. 31 www.BEAinc.corn . ., - ' .- -'-.:_ ' - . . ,- •.... . • .- --- - .. - -- .- . .- -___ . ___ - i • o 2017 BM Inc.Ail rots levvved. - . •• . . ' .' ' -- 0 BEA,Inc. 0. 1,4:3 i RIDC Park West Customer Service:800.523.2462 , . ..* im x -03k, 1 100 Enterprise Drive .....- , al t 79.0200.16 20170914 Pittsburgh,PA 15275-1213 Technical Support:800.407.4545 mut; . t f k Page 27 of 32 I REF A02-02B 1 i 1 I 1 I i• I _ . 1 0 r -1 r - ---1 'f. -1, I-----1 e 1 1 11 I III/ M.31 \iii i <A3-C ,� I < R6 > I ICMI '5Id' I 1 I Ii { 1 I I® I �6 L J ---� I P.3 I r — 11-{ w I I I _ 09/ 3 I --(A3-6) i (P3-DA)-i-- �I PATIENT i • I I I II TOILET (C2-D) L----J II 2206 rt _ I AIR HD ----, ---0'-2" NON-HD CLEAN CLEAN ROOM 1 E3-Ci� GAP ROOM 2300 I — a/ 1 23011 a M.31 � O < P.3 1 i 'I! _ i I I I I 11 n M 1- (A3-C) Q 1a a 1 1 ( l am 301 /) L____J fr / 1 \ // q30.0I P.11 � I i // I I I M071 A07-13 \ _-� _ J . I_ — J O--r J 1 I I ANTE �� • >P.22 'Q I 2302 �P.24•Xi -- - o q. "811/2ll A3_6) < P.19 > (A3-C) ® r s i I a ems K€ - 12302 . L _� -i It a:.1■ ., g ■ (As-C) \ Fr —11I 1 P.11 I I P.22 I <T.2-X8 - I' A I — k R.O. I 11 — ._ I PI 01/A07-13 L n� L- I II;� — 1 co LI W 28'-9 1/2" r ' / .4114 C ,— 'I I �r-, Q T.1 — x 4,.._ Q I 11 TABLE I TABLE 11 1 o gg " > $ M I II 1 I' I rl01 £ 1 a t' Y 4 R Y 1 F iR Page 28 of 32 REF A03-02B An A A ! / Mr;:-: : . 1 , / // ;///v.i. 'Arm i A ' 7 IVA rrr Ara /r Air AW/A'IrAr r AW/A r /r-7- 1 A virA ANTE .</. ja NM 1 i I 04 " rArArn 1 - i -f -(- - a-lriar,..4: AA 1 I V/ / X : Page 29 of 32 ''... REF A07-13 J P.26 0 P.17 TA-9 TA-2 \ 0 / �� b V El Cfl 'j` TI r to cV 1 � t � C07� 2302 - N ANTE ROOM 3/8" = 1'-0" Page 30 of 32 : 4 Y o'WIDTH `IRaHEIGHT f2 PANEL TYPE MATERIAL C 0 0 FINISH N THICKNESS °o I DOOR GLAZING H w en FRAME TYPE MATERIAL T O ' FINISH mCn o: (7 'r • FRAME GLAZING p HEAD m A m JAMB q m m m t G -n 75 HARDWARE SET r03 D O LEAD LINED 0 O FIRE RATING ;gab Z y 18= E a) � �On c£N O $°p§ — o A j W N /---- REFER TYP.HEAD CONDITION I / CHART,IF FIRE RATED SEE UL --../ DETAILS )))1 �l((� ------ LINE OF STRUCTURE ^,::�4� ACOUSTICAL ORINDICATED FIRESTOPPING I .�1po,.� , ( SEALANT WHERE INDICATED —I I— _ METAL STUD TRACK g .• 1., All . I LINE OF CEILING 1 J SOUND ATTENUATION %Pill*" Iwo.. BATTS ::) �' METAL STUD-REFER SCHEDULE .;Millin 4 1 LAYER OF 5/8"GYPSUM TAI MET1:',01, AL STUD TRACK ACOUSTICAL OR FIRESTOPPING i� SEALANT WHERE INDICATED »)�r:1`Icc: LINE OF STRUCTURE 4 FLOOR PLAN STUD PARTITION UL LISTING STC RATING DESIGNATION WIDTH WIDTH (WHEN wrTH wia RATED) SAB SAD Al 1 5/8" 2 7/8" NOT RATED 44 40 A2 2 1/2" 33/4" U494 44 40 I A3 3 5/8" 4 7/8° U419 44 40 A4 4" 51/4" U419 44 40 A6 6" 71/4" U419 44 40 3 A8 8° 9 1/4" U419 44 40 k 6 S SCALE: -A TYPE PARTITION 3"=1'-0" k 1 i h i 1 FLOOR OR ROOF ASSEMBLY A i METAL STUD BRACING PER DELEGATE DESIGN iiimmi DOCUMENTS FOR SEISMIC ZONE D. .:5,& 1 I 1 1 v? z �� ion — '•�..., I1 ,►t► \ I 411CEILING AS SCHEDULED $ ) I I C HEAD CONDITION TYPICAL HEAD CONDITION U.N.O. SCALE:NTS Page 32 of 32 FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT l 1111 2 Transmittal Letter T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard- .gov TO: i (.›,a-‘, Hb(kS-I—c.�'}'\-e.,— DATE REC > WED: DEPT: BUILDING DIVISION .etCE:vED APR - 2 2019 FROM: :c 1‘415t/L\'(,v CITY OF TGARD BUILDING DIVISION COMPANY: �v v v e,r C--,D4-\•51-1(1-,4---F i v, PHONE: .503 .30 3 Z By: 71e- RE: (-7---1'2-- ?*3 i " . e / 13w A-2.._ Cu 2 (Site Address) , (Permit Number) (Project name or subdivision name �t �� ••�4P ATTACHED ARE THE FOLLOWING IIv S: Copies: Description: Copies: Description: / Additional set(s) of plans. / Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. / ✓ Engineer's calculations. Other(explain): REMARKS: 5/' J.'i h A-0t'l.."-Pi4-- '�rt C-e. 00 0 r5 De.(--e._ & .es" los. De-f-- 4 ,:5k :-( FOR OFFICE USE ONLY Routed to Permit Tec ician: Date: y' J - f Cj Initials: Fees Due:A Yes 0No Fee Description: Amount Due: rc,�s �,� $36 g.o.3 $ $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes jin No ❑ Done Applicant Notified: Date: Initials: I:\Building\Forms\TransmittalLetter-Revisions 061316.doc