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' Pihn . . Fib' cif I11SUIa, ti arIS Johns Manville Fastener Placement (� 4x OR 11.2x24m1 Boards 26(.57-0(-)q 9 h ei 38" 3 spaces ® 24" I. — *112 d-- — '112" 1 — *-1 — 11 1 12" 1 12" 14 + + + + + + + ,� + + " + + S" + + + + t 6 Fasts / bd. I 10 Fasts / bd. 3 spaces 0 24" 24" —+1 12" 14— _ —0• o►� 12" 14— - s- 112"I1F -- 36" I I ¢ -112°1 i— + + + + + + + + 24" + + + ♦ s" + + + + t 8 Fasts / bd. t 11 Fasts / bd. t 36" a 3 spaces @ 24" , 12"1. I — 0412"1 -01 12" 41- —► 12" 1 + + + + + + + s" 4 $ 18" + + + — + + + + l 24 „ 118" t + + + + + + 6 " s „ t 9 Fasts / bd. f 12 Fasts / bd. 4 • 3 spaces ®24" r —0-1 12" 14-- ---►I 12 + + + + + S $ 18" + + + + $ 18n + + + + + 6 „ 14 Fasts / bd. Bu ii tJp I0uf1n i f-i c a:11.1 . : alin . . ' Johns• anville Specification 4GIC For Ply Mineral Surfaced Fiber Glass Built-Up Roof, For use over JM insulation, approved decks or other .` approved insulations, on inclines of 1 4" to 6" per foot (20.8 to 500 tm1Um). bondntnrtdte Dad erApprowd I,culatlan ..\ • , .. ,, ' '1 . ' '..'..: For Regions 1, 2 and 3 Of canon* Pe er GtOpx"p MhroRH SuRwod A r e a Corer ea Printer d d If required 1 gallon (3.8 liters) MOM MOM % - ! •a 'rs Felts: GtasPiy Premier or GlasPly IV 3 piles I. - GlasKap, Mineral Surfaced Cap Sheet 1 ply r Asphalt (Interply): Trumbull or other JM Approved Asphalt I ,. y Peek, or •, • •. - • - f '• Incline p er foot Asphalt Nominal Weight i e IV s, E t Up to 1" (25 mm) 170 °F. Type 11, Flat 92 Ibs (42 kg) 1.. "7 1.W 3' (25 to 76 mm) 190 °F, Type III, Steep 92 Ibs, (42 kg) 4 tt 3' to 6" (76 to 152 mm) 220°F, Type IV, Special Steep 92 Ibs. (42 kg) 4G1C 0 to 6' (0 to 152 mm) PermaMop 92 lbs. (42 kg) Approximate installed weight: 174 - 218 Het 09 - 99 kg) Using GlasPly Premier or GlasPly IV, apply a place 1 (305 mm) wide, then over that, one 24" (610 mm) wide, then over both, a full width piece, The General following felts are to be applied full width, over - lapping the preceding This specification Is for use over any type of approved structural deck felts by 24th' (627 mm) so that at least 3 plies of felt cover the base felt/substrate which is not mailable end which offers a suitable surface to receive the felt/substrate at all locations, Instal{ each fart so that it is firmly and roof, Poured end pre-coast concrete decks require priming with JM uniformly set. without voids, into the hot asphalt (within 1.25 °F k14 °C) Of Concrete Primer prior to application of hot asphalt the EVT) applied Just before the felt at a nominal rate of 23 lbs. per square (1.1 kg/m) over the entire surface. Installation over porous substrates This specification is also for use over JM roof insulations or other such as roof Insulation may require up to 33 Ibs. per square (1.64/m9 approved rigid roof Insulations, which ere not mailable end which offer a rr het asphalt, suitable surface to Install the roof. Specific written Approve) is required for any roof Insulation not manufactured or supplied by JM. Insulation Surfacing should be installed in accordance with the appropriate JM Insulation Prior to application of GlasKap. cut the cap sheet into handleable lengths Specification detailed In the currentJM Commercial/Industrial Roofing (12' - 18' [3.66 m - 5.50 m]). Lay the material out on the roof and allow It to Systems Markel', This speclflcaUon can also be used in Certain reroofing relax and flatten. To accommodate a full width Sheet, apply a mopping of situations. Refer to the "Reroofing" section of the JM Commcrcia hot asphalt, approximately 20"F (11'C) above the EVT, eta nominal rate of industrial Roofing Systems Manual. This specification is not to be used 23 lbs. per squaro (1.1 kg/m9. (The higher tempet'eture of asphalt directly over poured or pre-cast gypsum or lightweight, insulating maximizes the bonding of the cap sheet to the ply felts.) Then flop the cap concrete fills. sheet Into the hot asphalt. On subsequent equent courses, the cap sheet is Design and installation of the deck andfor substrata must result in the positioned upside down, directly over the sheet in the preceding course root draining freely and to outlets numerous enough and so located as to such that the side tap area of the preceding sheet is exposed. Care should remove Mater promptly and completely. Areas where water ponds for be taken to maintain 2" (51 mm) side laps and 6" (152 mm) end laps. mare than 24 hours ere unacceptable and are not eligible to receive a Asphalt is applied In the same manner as before, making sure to also JM Roofing Systems Gtrar'entee. cover the 2' (51 mm) exposed side lap. Asphalt may also be applied to the Motes Alf general Instructions contained in the current "1M Commercial/ exposed "upside down" cap sheet, prior to "flopping" it into the hot Industrial Roofing systems Manual should be considered part of this asphalt. The cap sheet must be firmly and uniformly set, without voids, specification, into the hot asphalt with all edges and laps wail sealed. Fleshings Asphalt Flashing details can be found in the "Hltuminous Fieshings" section arthe Asphalt should meat the requirements of ASTM I) 312. JM CommerciaUlndustrlal Roofing Systems Manual. JM Guarantees require the use of Trumbull asphalt or another JM Approved Asphalt The Contractor must provide an Asphalt Confirmation Application Number (ACN) on prefects which require a JM Guarantee. The ACN will Noe: On roof decks with slopes up to 1" per foot (83,3 ntrn!m), the roofing Indicate that the asphaltwas registered with the approved asphalt felts may be installed either perpendicular or parallel to the roof incline. source, On slopes Over 1' per foot (83.3 nun /m), refer to Paragraph 5.11 of this Check with a JM Technical Services Specialist for special asphalt section far spacial requirements. requirements in hot climates. For an Identical copy of this specification. ask for RS -2046. Id a1.: Poor Inslilari6n5 Johns Manville Fastener Placement 4x8 Ft (1.2x 24m) Boards Factory Mutual Fastener Density 4' xe'Board • Choose the density required by the FM Approval Guide. • Diagram shows number of fasteners required per board in field, perimeter (field + 50%) and corner (field + 75%). 1 Fastener per 1,33 Sq. Ft. 24 36 42 Fasteners /Sd Fasteners /Bd Fasteners/Bd Field Perimeter Corner 1 Fastener per 1.45 Sq. Ft, 22 33 39 Fasteners/Bd Fasteners/Bd Fasteners/Bd Field Perimeter Comer 1 Fastener per 2 Sq. Ft. 16 24 28 Fasteners/Bd Fasteners/Bd Fasteners/Bd Feld Perimeter Corner 1 Fastener per 2.67 Sq. Ft. 12 18 21 Fasteners /Bd Fasteners /Bd Fasteners/Bd Field Perimeter Corner 1 Fastener per 2.9 Sq. Ft. 11 18 20 Fasteners /Bd Fasteners /Rd Fasteners/Bd Feld Perimeter Corner 1 Fastener per 3.2 Sq. Ft. 10 15 18 Fasteners /Bd Fasteners /Bd Fasteners/Bd Field Perimeter Corner 1 Fastener per Sq. Ft. 8 12 14 Fasteners/Bd Fasteners/Bd Fasteners /Bd Field Perimeter Corner 1 Fastener per 5.33 Sq. Ft. 6 9 11 Fasteners /Bd Fa steners /Bd Fasteners/Bd Field Perimeter Corner 05/08/2008 14:28 503 - 620 -5539 AFGHAN ASSOCIATES PAGE 02 ... , - - (&)p 2-W7— . ooN- l .,..� r 8" MA.5oD2Y WALL- 1-•1 up i C12,. Zo.7 ---\ A AA G a' .: 0. t.,. A 4 / 1 " rI 4i 0 T/lRON)01) Ce' 2 = 0" O.C. 3TA6,6Ec1) AV Sif -tPSoN $ 7 gpoxr . 3p&c,A -c. IMSP CT/Oti1 L 1 /2Ea. 4 GH/ I\I6�. At' Ml /Ncr coNNrcT /o' @ i»sow�e y wm.4. �� ScALE212 °:1'0" -- I et a m X61. A-TC — TIGial-RD By: Date: J"'LA7 gall ENGINEERING A�70�2 4675 SW Griffith Drive I suite 300 ( Beaverton. OR 197006 —. Project No.: 5113,820.3e30 I tat 803.620.6939 J fex 1 ' www.oaleng.com Street: 1 of: 05/08/2008 14:28 503 - 620 -5539 AFGHAN ASSOCIATES PAGE 01 AA/ Os mien is. ENGINEERING FACSIMILE TRANSMITTAL PROJECT: ATC - Tigard DATE: May 8, 2008 PROJECT NO.: A07042 PLEASE DELIVER THE FOLLOWING PAGES IMMEDIATELY TO: TO: Reg Morris COMPANY: Baker Construction COPY: Todd Hametiaux COMPANY: Baker Construction Dan Wainwright Discount Tire Co. Noel Anasco Bergman DESCRIPTION: Detail 4/FR, Channel Awning Connection REMARKS: Please call with any questions. FROM: Abdi R. Afghan RECEIVER'S FAX NO.: 503- 246 -1861; 509 - 535 -3720; 480- 606 - 4370; 909 -627 -5425 There are 2 pages, including this transmittal sheet. Please call (503) 620 -3030 if you do not receive all pages. Return to: Originator ® File ❑ FAXED AT: 4875 SW Griffith Drive I Suite 300 1 Beaverton, OR 1 97005 503.620.3030 I tel 503.620.55391 fax w w w. a a I e n g. c o m (?4/29/2008 15:40 503 - 620 -5539 AFGHAN ASSOCIATES PAGE 01 '/ 1 8(�h8(1 8ii8Gm1Y1. ' ENGINEERING �v FACSIMILE TRANSMITTAL PROJECT: ATC - Tigard DATE: April 29, 2008 PROJECT NO.: A07042 PLEASE DELIVER THE FOLLOWING PAGES IMMEDIATELY TO: TO: Reg Morris COMPANY: Baker Construction COPY: Todd Hametiaux COMPANY: Baker Construction Dan Wainwright Discount Tire Co. Noel Anasco Bergman DESCRIPTION: HSS at Grid 7 REMARKS: Please call with any questions. FROM: Abdi R. Afghan RECEIVER'S FAX NO.: 503 246 - 1861; 509 535 - 3720; 480 - 606 - 4370; 909 627 - 5425 There are 4 pages, including this transmittal sheet. Please call (503) 620 -3030 if you do not receive all pages. Return to: Originator ® File ❑ FAXED AT: 4875 SW Griffith Drive I Suite 300 1 Beaverton, OR 197005 503.820.3030 I tel 503.820.55391 fax w w. a a i e n g. c o m 04/29/2008 15:40 503 - 620 -5539 AFGHAN ASSOCIATES PAGE 02 v . - 'II . 1 1 . 1 1 1 1 11 1 z 1 1 v i 1 Q z `k u_ 1 O 1 I `uz l Q 1 ; ! t x0_ 1 N f l I N W 9 Oa f l, _ • _ . 1 (.__. .,..-- :____ 1 ._ ___ . __ ,___. _ f - 1 . 1 _ . _ _ 1 = - 1 1 1 1 . 1 z I 1 N _ 11 ( e _ _ ii, 1 8 O 1 I - I _ll _._II_- II_,_..L_ ___] W AA I AMERICAN'S TIRE COMPANY BY CLC DATE 4/28/08 afghan associates, loc. CHK BY ARA DATE 4/28 /09 ENGINEERING NO A01052 4876 SW Griffith Drive 1 Suite 300) Beaverton. OR 197005 503.820.3030 let 1503.820.5538 fax 1 www.eateng.aom SHEET 1 OF 3 04/29/2008 15:40 503 - 620 - 5539 AFGHAN ASSOCIATES PAGE 03 • ©> 0 NOTES: © 0 O STEEL DECK - FOR DIRECTION 3/16 OF DECK, SEE PLAN. - z _--- �-- -.- . --- T- _-_-_` O2 AT EACH PLATE. O EXIST. STEEL. PLATE � . 4 H5S6xb 2 1. A § 7 : O EXIST. MASONRY , ���,. � © YIELD DECK TO H55 PER .r�-`. 6ENERAL. NOTES _F:4: r i i i= 6 1.4 t 42 1' 4 4 .3.-f'i, • NOT TO SCALE 4 A A I AMERICAN'S TIRE COMPANY BY CC DATE 4/28/08 afghan associates, inc. `?'' ' ` CHK BY ARA DATE 4/28/08 ENGINEERING JOB NO A01052 4875 SW Griffith Drive I Suite 9001 Beaverton. OR 197005 503.820.3030te11503.820.5539 fax IvA w.aelengcom SHEET 2 OF 3 Z4/29/2008 15:40 503 - 620 -5539 AFGHAN ASSOCIATES PAGE 04 1 1/2" TYP. C� 1- IE 5/8x12x12 W/ (4) 5/8'0 THREADED ROD W/ • SIMPSON SET EPDXY 0 (4 1/4' MIN. EMBED). SPECIAL INSPECTION REQUIRED 3/16 I 0 0 3/16 NOT TO SCALE AMERICAN'S TIRE COMPANY BY CLC DATE 4/28/08 afghan associates, inc. OHK BY ' DATE 4/28/08 ENGINEERING JOB NO A0 -1052 4875 SW Griffith Drive Suite 300 f aeeverton. OR 97006 3 OF 3 503.82o.9aaoter 503.6205599 fax wwwaeieng.00n SHEET - 04/30/2008 12:55 503 - 620 -5539 • AFGHAN ASSOCIATES PAGE 01 -.-' AAI ORO ISSOCIMIS, ier. Ca:lat Y`T e-" 1 ENGINEERING FACSIMILE TRANSMITTAL PROJECT: ATC - Tigard DATE: April 30, 2008 PROJECT NO.: A07042 PLEASE DELIVER THE FOLLOWING PAGES IMMEDIATELY TO: TO: Reg Morris COMPANY: Baker Construction COPY: COMPANY: DESCRIPTION: Responses to RFI 2 REMARKS: Please call with any questions. FROM: Dave Sandahl, PE RECEIVER'S FAX NO.: 503-246-1861 There are 3 pages, including this transmittal sheet. Please call (503) 620 -3030 if you do not receive all pages. Retum to: Originator ® File ❑ / FAXE 10 AT: 4875 SW Griffith Drivel Suite 300 i Beaverton, OR 197005 dir 503.620.30301 tel 503.620.55391 fax www.aaieng.com 04/30/2008 12:55 503 - 620 - 5539 • ' AFUHAN ASSOCIATES PAGE 02 ', aIlo r r x I/ , L m ° ° ° y2o ! %�, . I 1 _1 18 U ' i. • I s GONT. m a 0 ' ) 5i lL ,,, ., .., .- ' MIL.5 - 12 MI-3 0 i ° 4' -4" 0` a ` i. I / + m III g , I i 201 r ' ' I I ' ' -- ' ")93 il 0', . v. I r • ! _ — 4 . . , I II (4) EQUAL SPACES y 5' -O" y I 1 �-4 " 25 .. cb 7 O PAe—riA-L i (Rs. o /) F IG tir5 W i AA I *hen eanciabn, inc. ATL ` I icAo-c, By: PS Date: —__V-,/j4e/0-4 ENGINEERING Project No. :7o K 4815 SW Griffith Drive 1 Suite 300 1 Beaverton, OR 1 97005 503.820 3030 f tel 503.820.5539 1 fax .. -...._ ...w.ww.s a.le.n.q ._c o -m _. -. -. __ Sheet 4 _ of:. 3 . ...... „04/30/2008 12:55 503 -620 -5539 AFGHAN ASSOCIATES PAGE 03 . 440./6. LOOS*.. M pwrig VL2 {ZL (Sp1e_ Atilt) 114 Tt. 4d t L- 04.4° G 1 '' E Q 6 i� K - ei.0 - } /�Dtl6 ,fit yJ fAa tell C- LOC,4Tio+4 51-s \Irzw 31,M / sE - r Eel. A / ol I it �/ , ®$ t/Z ti ..... 0 q4: Glib ,.b OJrSiPk. coruk OF ant) 1 24u6 Vg. ,(16..) )44L A Sfc-r'O'4 i\if _ 4 Ross vs/ ITi-i yj &I17& . Pal% (z} E4c44 &4o (ks •o ® ® ^ ® ° 5,•10„4) 4J o AT /lam ,t. �j ETe l�f1 S impson/ St'r' ELY, L( 4 x , [ / / .°' 4 SPtS� ,1,J5`� Colt EA s •ro A %- 9 Y 4/ Z Rix-164. - n1 ( Al L) ROD S 4S -- .1 — S N , S A - Cat V.-EPA 1 e-- Arc / -o AAI afghan associates, Inc /-}rte -1 /C h2 p By: DS Date: Vi 4 Og ME ENGINEERING ,Qq�o�/� . 4875 SW Griffith Drive Suite 300 Baavertan, OR 197005 Project NO.: 503 820 3030 (tal 503.820.55391 fax www aeleng,.com ...._ _ _ .Sheet. _ __._ of: _3 ._... 04/16/2008 12:34 503 -620 -5539 AFGHAN ASSOCIATES PAGE 02 44/15/2008 12:21 5095451436 REG PAGE 83/03 C/U;-2 6 •t oy ? t °t {L «g m ir. .� i Xdr f7. Baker •Construction & Development Inc. i, cram. ,�.,.. 2711 E. Sprague Ave. Spokane, WA 99202 Phone: (509) 339.3668 Fa= (509) 5354720 Date: 4/ RFI#: 2 1 Originator: 1 Reg Morris ,, Baker Construction at Derv., Inc. To: Engineering Project: ' A `rira'8 Tire Co. Attn: Davit Sandahl Project #: 5837 Address: General: Baker Conk. & Inc. City: Date Response Required: 1 . , °:'' --- - , - - - nest: ...---- - - - -- Information in the CONTRACT' DOCUMENTS requites clarification Information is needed which is not contained in the CONTRACT DOCUMENTS x Approval requested for the following variation from CONTRACT DOCUMENTS Reference: Drawing Number(s): Sheet # S 5.1 and detail # 2202 Section: SUBJECT: 1Aa}esins intermediate weld brackets along "A" line and at roof Jim that was discussed with Dsvid d lain g Ids site visit this He add that we ma a be•ableto thr i�lts.9n ayax! betwe�na ru esea. Projected Impacts: Cost? (?/N): Fl Tine? (Y/N):1N 1 Re ptv : A o G e4 D L . ,A Pt+4 P1�✓t c "41" .LE• .E2 . - - ' �Jr g�. t w , ... , - nol J'rf/ Y%y ` tut/ 1`''1 D . . " F„ t ,Jos *' °/ F ED. " • IDE S,irJ PS S Ef i`fbs ' A4D 5P 64-04L- ..... _ . , BY: DAB SA L e ., +E � Dates MTV 0 • ' Job Name: America's Tire • CITY OF TIGARD Job Address: .11462 SW Pacific Highway, Tigard, OR 13125 SW HALL BLVD. December 12, 2007 TIGARD, OR 97223 SHEET 4 OF 4 BUP2007 -00448 MCE Project No. 070967 STRUCTURAL PLAN REVIEW #3 Plans Dated 12/5/07 Calculations Dated 12/5/07 Correction Item Page No. Comments Code Reference Made No. 11 -6 -07 33 Calculations Submit calculations for the angle in 106.1.1 page MS3 compression. 34 Special Special inspection is required for 1704 Inspection concrete, masonry, reinforcing steel, 1705 bolts in concrete and masonry, structural 1707 steel, welding, bolting, epoxy anchors, 1708 and soils. 35 Structural Structural observation for general 1709 Observation framing as indicated on Sheet S1.1. 36 General Submit one set of miscellaneous steel (Shop shop drawings, which have been Drawings) reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 37 General Submit one set of stamped roof steel (Deferred joist design documents, which have Submittal) been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 38 General Submit one set of stamped storage rack (Deferred design documents, which have been Submittal) reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 39 General Submit one set of stamped mezzanine (Deferred tire rack design documents, which have Submittal) been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 40 General Approved resolution of the above items shall be incorporated into submittal plans before a permit will be issued. Submit four (4) sets of revised plans to the city of Tigard.