Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Specifications
4 Roof Ifsulations, "' ' 1 , 1 1174 . . Johns Manville Fastener Placement 4x8FL f1.2xZ4m1 Boards /)p 2 D7 ®C-) 1 r 36" 3 spaces 0 24" 1- --' bl -Pl12" 112 "I -*1 12" 1a-- •-10.1 12" 11- + + + + + + + + + �� + + + 7 + + + + it 6 Fasts / bd. t 10 Fasts / bd. 3 spaces 0 24" 36" 24" - c►1 12" 41- -► 1 1 -.112" 1-- 1 -* 12"14— + + + + + + + + + + + 4. 24" 6" ♦ + + + �° + + + + — it 8 Fasts / bd. t 11 Fasts / bd. t 36" 3 spaces 0 24" --012" 4- -#112 "1 - - 01 12^ 4-- -► 12" 1 + + + + + + + i :18" + + + - + + + + 118" b 24„ " + + + + + + + s „ „ t 9 Fasts / bd. t 12 Fasts / bd. + 3 spaces 0 24” ---* 1 12 41+. -►I 12” 1' + + + + + 6" $ 18" + + + + 118" + + + + + 6 „ 14 Fasts / bd. + , , RiI d t 4 t11) Roufrnri c llic Hti6ri , ;,....„. a • . , Joioto,sMatvville Specification 4GIC Four Ply Mineral Surfaced Fiber Glass Built -tip Roof. For use over Jlth insulation, approved decks or other approved insulations, on inclines of '13" to 6" per foot raon lfeeha Mai (20.8 to 506 nenhn). aACOrowe bz°euo° '',.. ', ..., ..'. ., .....:......,:... .,...,...,..... For Regions 1, 2 and 3 (11419.1100d) Ism Gte , til Materials per 100 sq. ft. (9.3 m') of Roof Area are s d Concrete Primer h=�a If required 1 gallon (3,811ters) Ada ,. Ia. a• Fells: — Gt"asPly Premier or GlasPly IV 3 piles GlasKap, Mineral Surfaced Cap Sheet 1 ply 1 f, Asphalt (tnteply): Trumbull or other JM Approved Asphalt I y prm" a •.;, , .. Incline per foot Asphalt Nominal Weight =j + ri^ Ena Up to 1" (25 mm)' 170 °F. Type 11, Flat 92 lbs, (42 kg) ' 1 i t , 1e boa : ' ' 1" to 3' (25 to 76 mm) 19137, Type Ill, S temp 921bs, (42 kg) �c ;� t • ' ; 3' to 6' (76 to 152 mm) 220 °F, Type IV, Special Steep 92 ibs, (42 kg) 4GIC 0 to 6' (o to 152 mm) PermaMop 921bs. (42 kg) Approximate lnstalied weight:174 - 218 lbs. (79 - 99 kg) Using GlasPiy Premier or GIasPIy IV, apply a piece 12" (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 Mt niilable end which offers a sultablo surface to receive t felt/substrate at all IOCaGOnS. Install each felt so that it Is firmly and roof, Pooped and pro concrete decks require priming with JM uniformly set, without voids, into the hot asphalt (within ±25 °F (al 4"C1 01 Concrete Primer prior tb 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 spcciecadon Is also for use over J roof Insulations or other such as roof insulation may require up to 33 lbs. per square (1.6 kgim') approved rigid roof Insulations, which are not mailable and which offer a of hot asphalt, suitable surface to Install the roof, Specific written approval is required for any roof lnstdatlon not manufactured or supplied by JM, !Mutation Surfacing should be Installed In accordance with the appropriate JM Insulation Prior to application of GiasKap. cut the cap sheet into handleable lengths Specification detailed In the currentJM Commercialllndustrial Roofing (12' • 18' (3,66 m • 5.50 nip. !ay the material out on the roof and allow it to Systems Manuel, Thls speciflcaUon can also be used in certain reroofing relax and flatten. To accommodate a full width sheet, apply a propping of sltuadons, Refer to the "Reroofing" section of the JM Commercial/ hot asphalt, approximately 20°F (11T) above the Ettt at a nominal rate of iradustrlal Roofing Systems Manual. This specification is not to be used 23 Ibs par square (1.1 kg/mi. (The higher temperature 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 MM. sheet Into tho hot asphalt. On subsequent courses, the cap sheet is Design and installation of the deck andlor substrate must result In the posltionod upside down, directly over the sheet in the preceding course roof draining freely and to outlets numerous enough and so located as to such that the side lap area of the preceding sheet is expOSed. Care should remove water promptly and completely. Arms wttem water ponds for be taken to maintain 2" (51 mm) side laps and 6" (162 mm) end laps, mare than 24 holm are unacceptable and are not eligible to receive a Asphalt Is applied In the same manner as before, making sure to also JM Roofing Systems Guarantee cover tho r (51 mm) exposed side tap, Asphalt may also be applied to the Notes All general Irmiructions contained in the current JM 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 het asphalt with all edges and laps well sealed. Fleshings Asphalt Flashing details can be found in the "Bituminous Fleshings" section of tine Asphalt should meet the requirements of ASTM D 312, JM CommerciaUtndustriai Roofing Systems Manual. JM Guarantees require the use of Trumbull asphalt oranotherJM Approved Asphalt The Contractor must provide an Asphalt Confirmation Application Number (ACN) on projects which require a JM Guarantee. The ACN will Note On roof decks with slopes up to 1• per foot (632 temlm), the roofing Indicate that the asphalt was registered with the approved asphalt felts may be installed either perpendicular or parallel to the roof incline. source. On slopes over 1' par foot (83.3 mm/m), refer to Paragraph 6.11 of this Check with a JM Technical Services Specialist for special asphalt section for spacial requirarnerrts. requirements in hot climates. For an Identical copy of this specification. ask for RS -2046. 5!, • Val - Roof I ri iiiarloi s Johns anv lle Fastener Placement 4 x8 R. (1.2x24 in) Boards Factory Mutual Fastener Density 4' x W 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 /Bd 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 /Bd Fasteners/Bd Field Perimeter Corner 1 Fastener per 3.2 Sq. Ft. 10 15 18 Fasteners /Bd Fasteners /Bd Fasteners/Bd Field Perimeter Corner 1 Fastener per 4 Sq. Ft 8 12 14 Fasteners/Bd Fasteners/Bd Fasteners /Bd Field Perimeter Corner 1 Fastener per 5.33 Sq. Ft. 8 9 11 Fasteners /Bd Fasteners /Bd Fasteners/Bd Field Perimeter Corner 05/08/2008 14:28 503 - 620 -5539 AFGHAN ASSOCIATES PAGE 02 004 -- P .,..I O 8 MA5oMef WALL FEB X I IWO Cl2XZ0.7 --\ A f A.r a m r �, Qw v 'Slo c A µ 111 771R001)ReAte 2'_0" D.C. 3T14 w/Su`1P.5 SET g PO x r . 5PECI *L 2 ISP CT /OA1 2E_Qc1IR E,a. 4 C1-14MAJEL- AW'IINCT CONIVEC IO M & 1"'JRSDaky 14/A-L -L. FK .SCALE . jy" : i 1 0" r radiates, Inc TC — 1 lCaARD By: _, Date: MAY ?.OA g ili ENGINEERING /� 4875 SW Grimm Drivel Suite 300 r-0 70 Beaverton. OR 197005 —. Project NO.: 42 503 tel 503.620.5839 i 1e0 w ww.aeteng.com Sheet: 1 of 1 05/08/2008 14:28 503- 620 -5539 AFGHAN ASSOCIATES PAGE 01 R . 1 AAI Big n =i ts. inc. • 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 - 635 -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 1 Suite 300 1 Beaverton, OR 1 97005 503.620.30301 tel 503.620.55391 fax w w. a a I e n g. c o m c4/29/2008 15:40 503- 620 -5539 AFGHAN ASSOCIATES PAGE 01 A•,. , / ( / AA I f & mist is. ENGINEERING - 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; 480 606 909 - 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 1 Suite 3001 Beaverton, OR' 97005 503.820.30301 tel 503.820.55391 fax w w. a a l e n g. c o m 4/29/2008 15:40 503 - 620 -5539 AFGHAN ASSOCIATES PAGE 02 . = j I�1 11 t 1 1 1 .' 1 1 1 1 11 O 1 Z ) 1 u 1 0 O� O 1 I N _1 1, f n LI 1_: 1 t, i ° o oa . l i = ____,_ . , , 1 __ _ _ _ I I 0 . 1 ( © I 1 - 1 1 Z E . - r -- 1 1 O r p AMERICAN'S TIRE COMPANY BY CLC DATE 4/28/08 1 011118330ciates, iec. di ARA 4/28108 CHK BY DATE ENGINEERING JOBNO A01052 4876 SW Griffith Drlve 1 Suite 900 ' Beaverton, OR 18T005 503.820.3030 tel 1903.820.5539 fax 1 www.eateng.00m SHEET 1 OF 3 94/29/2008 15:40 503 -626 - 5539 AFGHAN ASSOCIATES PAGE 03 • ©> Nom O 3/16 12 0 f� I ST�L DECK - FOR DIRECTION OF DECK, 5EE PLAN. i�r�.i�aZ O2 AT EACH PLATE. O EXIST. STEEL PLATE ■I 4 Ii556xb r O EXIST. MASONRY ,, . © 6 !^ELD DECK TO P A rl: , _ 6EI+ERAL NOTES HSS PER rte of it .s i , e ' O 0 oiA.±. fg A l -,9 '0,1 e 0 i Ax-,... ii: NOT TO SCALE AMERICAN'S TIRE COMPANY BY CLC DATE 4/28/08 '- '5', "g-: AAI afghan associates, int. CHK BY ARA DATE 4/28 /08 ENGINEERING A0 - 1052 JOB NO 4875 SW Orfffl8l Drive !suite 300 Beaverton. OR ► 97005 503.620.30306e115os.a20.5539 fax lvnvw.eelengeom SHEET 2 OF 3 .04/29/2008 15:40 503 -620 -5539 AFGHAN ASSOCIATES PAGE 04 • I 1/2' TYP. 1— fP 5/Sx12x12 W/ (4) 5/8'4 THREADED ROD W/ SIMPSON SET EPDXY 0 (4 1/4' MIN. EMBED). SPECIAL INSPECTION REQUIRED 3/16 0 '' 3/16 NOT TO SCALE C � ,, AMERICAN'S TIRE COMPANY , BY CLC DATE 4/28/08 Mika associates, inc. CHK BY ARA DATE 4/28/08 ENGINEERING JOB NO A01052 4875 SW Qrl ith Drive 1 Suite 300 Beaverton, OR 1 97005 3 OF 3 503.620.3030tel 509,820.5539 Fax mvw�ieng.�m SHEET 04/30/2008 12:55 583 -620 -5539 AFGHAN ASSOCIATES PAGE 01 0 V � .:„..,,, 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 IP AT: i' 4875 SW Griffith Drive 1 Suite 3001 Beaverton, OR 197005 dr' 503.820.30301 tel 503.820.55391 fax w w w. a a i e n g. c o m iri A I afghan associates, inc Are - -774 /t2 p e 175 Date: y� 7 bo ENGINEERING ,� 70�/� • 4875 SW Griffith Drivel Suite 300 i BeaveAon, OR i 97005 Project No.: 503.820.3030 1 tel 503.820.55391 fax w w w a al e n g • c 0 m ... . __.._._ _ . Sheet :. - _ . ... . . . of - 3 . . ._.. 04/16/2008 12:34 503-620-5539 AFGHAN ASSOCIATES PAGE 02 04/15/2008 12:21 5095451436 REG PAGE 03/03 C e/L1;.3 . -Z1-r;.4 11 7 • • . Re ms ,..,„ ' • • . d.• . Baker Conatmetion & Developmerit 2711 E. Sprague Ave. Spokane, WA 99202 Phone: (509) 335-3668 Fax (509) 5354720 Date: 1_ 4/15ate RHO: L 21 Originator: I Reg Morris , Balcer Contraction & Dev., Inc. To AAIEnglimeming Protect AaneritienTire Co. . Attn: David' Sandell' Project *: S831 Address: General: Baker Censt. &.Dev. Inc. City: Date Response Required: 1 Owigwo • .nesh Information in the CONTRACT DOCUMENTS retakes clarification MEM Information is needed which is not contained in the CONTRACT DOCUMENTS Approval requested for the following variation from CONTRACT DOCUMENTS Reference Drawing Number(s): Sheet # S 5.1 and detail # 202 Section: SUBJECT: (cif ssi intermediate weld brackets along "k" line and at roof line that was psoid during his site visit this monthig. .fie said that we rnay beable to threadthal betweenattuises. . . Projected Impacts: Cost? (Y/N) fl Time? (Y/N):IN 1 - - _ • I 4 fi , 0L, .4c• - A, . s go• uhr '/7 ii,4 ..eritsto .co" ZOI1 6/.1o5 MD 2 °!(.. log s Y AA') S ) segc . . . BY: Dec WAY 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.