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Specifications (2) A 1=5 DESIGNGROUP •• ARCHITECTURE& ENGINEERING, INC. ARCHITECTURAL;_ =' ■ STRUCTURAIc ?iT :;%= :: INTERIORC _; ; MASTER;-L` : !v LAND USE- ='_V.:i ?; RECE JUL 11 ZOOS ADGDESIGN DIRECTIVE O•ITYOF IGARD DD #4 Design Directive No 4 Issue Date July 17, 2008 To Jerry Jones BUILDING Company Lanphere Construction & Development From Nate Carter Project Tigard Motorcycles Subject Structural Revisions & Additions ❑ REPLY BY ® NO REPLY REQUIRED ❑FOR INFORMATION ONLY This Design Directive forms part of the Contract Documents and modifies the original Construction Documents dated 17 of July, 2008 and any subsequent Directives. Acknowledge receipt of this Directive in letter form to the Architect/ Engineer of Record. Failure to do so may be grounds for disqualification. This Design Directive consists of: The addition of 3" diameter steel pipe column & footing at the mid -span of an existing wide flange steel beam, bracing details for the end conditions, and updated details for the bracing of the curtain wall. These revisions are on sheets S2.0 & S5.1. CHANGES TO PRIOR DIRECTIVES: Not applicable to this Directive. CHANGES TO SPECIFICATIONS: Not applicable to this Directive. CHANGES TO DRAWINGS: S2.0 END OF DESIGN DIRECTIVE. ❑ YOU ARE NOT AUTHORIZED TO PROCEED WITH THE WORK DESCRIBED IN THIS DESIGN DIRECTIVE. SUBMIT COST AND SCHEDULE IMPACT WITHIN 10 DAYS OF RECEIPT OF THIS NOTICE. 1iYOU ARE AUTHORIZED TO PROCEED WITH THE WORK DESCRIBED IN THIS DESIGN DIRECTIVE AFTER YOU HAVE SUBMITTED THE COST AND SCHEDULE IMPACT. „ter, .Xv{ x • rk ''t y [t] =503 284 0988 [fI 503 546 '- 1 11104 SE STARK STREET PORTLAND, OR 97216 , www axisdesigngroup com } PAGE of 1 , 0,•22/2008 15:18 5035469276 AXIS DESIGN GROUP PAGE 02/02 /o *5s54tiG 3 g-9t 1.0 i Og ?3 ,. • ' VT Ironworks . f � I I � I 1 i i . ' _ I . 1 ; ' , • 4 1 , ,,,,L / 4-1 PL`ruillolD i 6 g ie„.„ „)) , .; , , r , ' , ! , ., - 1 -- i, 1 --- -7-, .---7 7 ie. f ffe . 00 .f .. _. _ i , f :. �_ .� .-1.--0--' 'f..,.._. $r. ^_. s. _ :, Nit' r . 6,1i , _l___L.L.J__„4_,L. , •••_r ••____ --- ••,,,...-.;• -ki I I I I � 1 1 _ , � I J_ . - - / i ' _.1_. ! �._:. _. ... I . _. �_ . � �.. .�?._ j _ • „ "PP.06,-7 Le .isvP (rye( /-� - _ - .i- �.-�.� ^ • _ „e_ _. _•.• .. -. • I '• I I 1 _ i I ltt • '",__d - - -,"• �` --- ,'",�, . 1. ._. .. , _,... ' ==r(. .. I �.' ' '' li' (t ) "--- i i 1 L j .-- 1 .1......,..„.„.......i. j..... 1 1......L. . ” . I _ . • '. .;' 2,a civ`- 1 :- / F, ,,,/ ' + 1 _ I sT ,U ,. „ i - ---- ...,. tt' 111 _ . .......0 w__,. + ' Siir1 aw wwr�em AYC �,.- -...:. 1 ...._ ._. ' ..,, _ Fm 1w,._ LA_ 1 ._•,... f ' - j_.._ rtRCAVCRIftt l nit 9.1001. I ` 1 5t134 Met , I 1,.. !- _ 1 _ , 1 !. I i22-5444 4 ++. .. : ...t ', w j j 1 I i j I 1 i 1 • • OFFICE COPY J-".".", .666" nnn ARiunWnf pu in!ii (In' 1n on 77 Inn 1 1 / ©!a 1.1% Lanphere Construction & Development REQUEST FOR INFORMATION RFI NO. 5 PROJECT: Tigard Motorcycles JOB NO. SUBMITTED TO: Nathan Carter COMPANY: Axis Design Group DATE OF RFI: 06/30/08 RESPONSE REQUIRED BY: ASAP SUBMITTED BY: Jerry Jones. Jr INITIATED BY: WIN Construction NO. OF PAGES: 1 REGARDING: Shearwall Details QUESTION(S): Please confirm that we can substitue shear wall type A at all type B locations now that the framing has changed to 2x6 wood framing. T F ' E l A i S u r - ( P S - e n r s � - 2 o T�ss1 oar 'ttEs P S T {� W . P s - 1 4 L S M T P<f (- 0 t 41-1 - 121. - 4 GO fZN t=om. . t t PE (¢ . FT-b v to r Lat.. Stu ips P Ct-tc5 t t,4 t 2- ' -T w C J P - s AT 0 (i) P-4 amt o,v qt sTki D S p; (Tior<A4 To Cet-A W TH 1/4„ SFIAT 1:7P-‘v P ct+ f oQkt7G- (5 ci? C' Woff f*-4.(Re1I fkW N1 1 1NPt1-1.-- MP<XIM U i C4. fly = z t - l'" D , -C T 6 7A C PT - C-7CtfP -C- TIC S DS - CO tom. t.-t. & I., j 1Kr (a " t (2' Ps7 eV- S.1 ' P-T , • {<UbC a � P<171=— ei1 - tom RESPONSE: � ,,. © t N - v w t it-iyo t . t ' . / ' " " ST1 c.7r 0241/, Et; S tns t Sc h''c. " PST IPPW EL -r`�C > 1-2.-" ( tai A- by To' °C- t'. KuTP'GH STu 9 S ZD Cf-i e-gs 1/24,t,i C> S( r So N LTT zo'V ZETS 0 ti USE 1 /2" 4 NA. T'-k -G , ve=t W..- o cP ct /.et.' i c� ,ti ^ .a ✓,-�^ P4 ( TP4' -- t 1 K 6,4 rat per► PST tpoxY P.TT'pe -01 Lv sb t> u, To LotsC Th w t TK 1 4" 7c t- K- S NT ,S 0, C. . RESPONSE BY: DATE: O. F . ( JUL- 05 DISTRIBUTION w � DES(GN GROUP (' ARCHITECTURE +ENGINEERING, LLC SUBJECT: X4.4 L PROJECT No: 07 DATE: t JU . PO • SECTION: " DE SIGN: (� ,F'. I PROJECT: T1 &MU 140^T -' /1C CHECKED: PAGE: OF rig-( tIcT &4/-I 4 c f' ' -5 Z'o r vrc. Ibs STk.4.Et:3 # O(L. TO TH - o M !NJ . l h C U R- NT t. -Y COW ST P-0 c cE b 1 W- LS' - -- .-1 f T TH E 2"' c) o ff {spa --t i ►. , - (A)Pk-u, a W T+ SEZ Nis To Ft) Ki cTi of-s P6 P -(- , Mao V 1 PE. lam -o c-'- ta:. STUD 17( F 1 - c a p . - - 4 - o(sT, P:71 -4 ¶`Cwoot -q-t S J D - -4 S . PST tPcC4 -1 fir. t t_ 2 x Z .x . o too t (-491-11 I j-PJ ou S To 13,o TT'oM OF p.0.4 CI LS. C) L =4r-oC P ra P 4=1...yw o o2. TTk U‘St- P9A Cb tV1 OL k L- PST OtG. To Vc0C4.4 Pi.s D <Z2 2k& - rvP -44 t-s W ad wMP1or.l e 1rk1 t L2 xZ. x Droo" — 1.49rlr tx-1 e - 74b" r BTU mac, 4a.' �t • I 1 1 104 SE STARK STREET PORTLAND, OREGON 97216 TELEPHONE 503 284 -0988 1 FACSIMILE 303 546 -9276 a AXI S DESIGNGROUP ARCHITECTURE & ENGINEERING, INC. I ARCHITECTURALDESIGN STRUCTURALENGINEERING INTERIORDESIGN MASTERPLANNING LAND USEPLA.NNING ADGDESIGN DIRECTIVE DD #2 Design Directive No 2 Issue Date June 9, 2008 To Jerry Jones Company Lanphere Construction & Develo ment From Nate Carter Project Tigard Motorcycle (Permit # BUP2008- 00033) J Subject .l Wall Types ❑ REPLY BY ® NO REPLY REQUIRED ❑FOR INFORMATION ONLY This Design Directive forms part of the Contract Documents and modifies the original Construction Documents dated the 1 of February, 2008 and any subsequent Directives. Acknowledge receipt of this Directive in letter form to the Architect/ Engineer of Record. Failure to do so may be grounds for disqualification. This Design Directive consists of: Due to raising prices of steel, we are issuing a Design Directive to replace the steel studs specified to construct the interior partition & furring walls with wood studs. Please, review the attached drawings for more information. If you have any questions, please, don't hesitate to contact Nate Carter @ 503 - 284 -0988 -or- . NathanC@AxisDesignGroup.com CHANGES TO PRIOR DIRECTIVES: Not applicable to this Directive. CHANGES TO SPECIFICATIONS: All studs are to change from steel to wood; see attached drawing one for more information. CHANGES TO DRAWINGS: Detail 5: Wall Types on Sheet A9.0; see attached drawing one for change. END OF DESIGN DIRECTIVE. ❑ YOU ARE NOT AUTHORIZED TO PROCEED WITH THE WORK DESCRIBED IN THIS DESIGN DIRECTIVE. SUBMIT COST AND SCHEDULE IMPACT WITHIN 10 DAYS OF RECEIPT OF THIS NOTICE. ® YOU ARE AUTHORIZED TO PROCEED WITH THE WORK DESCRIBED IN THIS DESIGN DIRECTIVE AFTER YOU HAVE SUBMITTED THE COST AND SCHEDULE IMPACT. 2840968101-50 5 9276 ' 111045E STARK STREET PORTLAND & OR 97216 x ww w axisdesigngroup com e aw , nr." t r w� } t ^, x.,rYt ^s ' { , «. .. f f �� x�.tl -e ""v: }.., PAGE1 of I 4 , ' I l e j i l , i / o 2 c 7 X 3 I, 111 WALL TYPE A (PARTITION WALL) • W GYP. BOARD • MOOD STUDS ®16' OG. MAX al % GYP BOARD I - 2x4 NOM. STUD 2 - 2x6 NOM STUD 'I WALL TYPE B (PARTITION WALL) %• GYP. BOARD J • X. GYP. BOARD =,1 • 2,14 WOOD STUDS 0 16" O.G. MAX. • R -I9 BATT INSULATION OP. . • Y." GYP. BOARD • I. %" GYP. BOARD � ■ I ; GA FILE NO. WP 3015 SIC (55 -59) A J ' - WALL TYPE G (FURRING WALL) W GYP. BOARD • 2x4 WOOD STUDS 0 16" O.G. MAX. TO :� BUTT -UP EXISTING STEEL COLUMN • EXISTING CORRUGATED METAL SIDING PROVIDE BLOCKING 0 LATERAL BRACING AS • NECESSARY A I WALL TYPE D (PARTITION WALL) • W GYP. BOARD 2x4 WOOD STUDS 0 16' O.G. MAX. .�. • W" GYP. GREEN BOARD • FRP BOARD GA FILE NO. WP 3514 Sit (35 -39) I • WATER -PROOF SEALANT 0 WALL / ►.� CONCRETE CONNECTION ON WET SIDE • PRESSURE TREATED 2(4 WOOD SILL PLATE • CONCRETE CURB V BASE Ira 1111 e06.09.08 - SHEAR WALL TYPE WALL TYPE E (INTERIOR SHEAR WALL) • /' GYP. BOARD • 2x6 WOOD STUDS 0 IF 00 MAX 111111111 • V.' PLYWOOD SHEAR PANEL -PER STRUCTURAL 1. . %' GYP BOARD • N.. 2 SHEET NO. • SHEET TITLE: ■ UPDATED V`IALL TYPES 1 DATE: DRAWN BY CHECKED BY: TIGARD MOTORGYGLES A DESIGNGR 06/09/08 NDG NDG 1 0655 S.W. GREENBURG ROAD TIGARD, OREGON q'7223 -- - JOB NUMBER: �' ' '11:4/ q�u �' 6 I5 AR ONE INCH ON ORIGINAL DRAWING f. 70 ^`` T u3 Rar , ,, t ' O1-036 0 I" ezi-e o 5'-t rei Lanphere Construction & Development a Division of Lanphere Enterprises, Inc. 4160 SW 109th Avenue, Beaverton, Oregon 97008 Phone: 503-718-7934 Fax: 503-718-7935 Oregon CCB 4181282 REQUEST FOR INFORMATION RFI NO. 1 PROJECT: Tigard Motorcycles JOB NO. SUBMITTED TO: Nathan Carter COMPANY: Axis Design Group DATE OF RFI: 06/30/08 RESPONSE REQUIRED BY: ASAP SUBMITTED BY: Jerry Jones, Jr. INITIATED BY: WIN Construction NO. OF PAGES: • 1 REGARDING: Existing Steel Beam in Retail Area QUESTION(S): Please provide for support or replacement of existing steel beam in retail area. • RESPONSE: \. jkt , RESPONSE BY: DATE: DISTRIBUTION . ‘ 6,. a,".2a-ci8 _ `rux:D33 s 2 t 11, r _ 2 . al ----- (2' kf 4 �i/T • , A `�; r 1,2 ) /z ) 11 ' y - ft - /V _..- Wt - /iv r - rt. v4 x 3 r rA1 ,tom YZ "if (97Z �A �. . I 5 F 63 1 CR- , 101st () (2) li r+ be OF \ ' 1 11(Y-72A4 C.U.9) @ xctz in 111 i ildr i )( qtr I �o 'ptJtwt N _ f . .J ti4' [> --1/ ''' --- el,4,x3v-2.- i,. 4\-(44. 1 o, sex 7 wpdA Lu-v6--1- I t ow rtJ t 5 ��u0V I + It. 1 1Z- x +"1?4 t I I I . 62/) i lt ii 4' t s v ii �t 4 t �' � Ica. 41 CO ~ ,1k Pag f\ t IMP 0 On 4-9 Iv\ . 7 t 1 ..... 1 --. All cuz i {( <-------.. 14. og, ( ••••••••=•••,f 0 ky Cm CALU MA) 4 Pxyrtm(,e N v • ( L0 \":---'-------r..*.....---*_:, _ - ---.....„ 0-Pop t?ix., --- tr.7,,i)(p) r ,R* .. -' wr . - tc- Tom& Esc tra-( FsPIA1.14, u. lit TkP - rD ?. • O r .....1!: - kIH 60N 5a► ) l Oxo tx: ra f) (a) tmi.. U0 -top t �l S an r F 2 `( 2 2`('2 14 1 �TNdsT /c 6 tJ€ 1 4/ AX DESIGNGROUP ARCHITECTURE & ENGINEERING, INC. ARCHITECTURALDESIGN STRUCTURALENGINEERING INTERIORDESIGN MASTERPLANNING LAND USEPLANNINGI ADGDESIGN DIRECTIVE DD #2 Design Directive No 2 Issue Date June 9, 2008 To Jerry Jones Company Lanphere Construction & Development From Nate Carter Project Tigard Motorcycle (Permit # BUP2008-00033) Subject Wall Types ❑ REPLY BY ® NO REPLY REQUIRED ❑FOR INFORMATION ONLY This Design Directive forms part of the Contract Documents and modifies the original Construction Documents dated the 1 of February, 2008 and any subsequent Directives. Acknowledge receipt of this Directive in letter form to the Architect/ Engineer of Record. Failure to do so may be grounds for disqualification. This Design Directive consists of: Due to raising prices of steel, we are issuing a Design Directive to replace the steel studs specified to construct the interior partition & furring walls with wood studs. Please, review the attached drawings for more information. If you have any questions, please, don't hesitate to contact Nate Carter @ 503 - 284 -0988 -or- NathanC@AxisDesignGroup.com CHANGES TO PRIOR DIRECTIVES: Not applicable to this Directive. CHANGES TO SPECIFICATIONS: All studs are to change from steel to wood; see attached drawing one for more information. CHANGES TO DRAWINGS: Detail 5: Wall Types on Sheet A9.0; see attached drawing one for change. END OF DESIGN DIRECTIVE. REVISION \TISIO City of Tigard A • • roved Plans By Date `l ❑ YOU ARE NOT AUTHORIZED TO PROCEED WITH THE WORK DESCRIBED IN THIS DESIGN DIRECTIVE. SUBMIT COST AND SCHEDULE IMPACT WITHIN 10 DAYS OF RECEIPT OF THIS NOTICE. YOU ARE AUTHORIZED TO PROCEED WITH THE WORK DESCRIBED IN THIS DESIGN DIRECTIVE AFTER YOU HAVE SUBMITTED THE COST AND SCHEDULE IMPACT. [t] 503.284 0988" [f] .503 546 9276 11.104 SE STARK STREET PORTLAND, OR'97216 °J ` www.axisdesigngroup.com PAGE 1 of "1 1 . '' z9_-- -(,,c Zaz7 8 —crv-7 33 , III } NALL TYPE A (PARTITION Y ALU • %. GYP_ BOARD • WOOD STUDS o le 0.C. MAX "moil l" OYP. BOARD 1 9 I - 2e4 N01.1. STUD 1 F 2 - b[6 NOM. STUD A 1 P I 5 ��1 ; / "- 1 NALL TYPE B ( PARTITION WALL) I� +5 / • 6W. BOARD �1- • y." 6YP. BOARD �� • 244 M000 STUDS 0 15 O. MAX. i= i • R -19 BAT INSULATION j • y.' GYP. BOARD All 1 • %b" 6YP. BOARD il : I . � ) 4 GA FILE NO. NIP 3015 STG (55 -59) WALL TYPE C. (FURRING WALL) • % GYP. BOARD • 254 NOOD STUDS 0 lb" O.L. MAX. TO III • • BUTT -UP EX/STING L G STEEL COMN EXISTING CORRUGATED METAL SIDING I PROVIDE BLOCK1146 0 LATERAL BRACING A5 NECESSARY 1 1 WALL TYPE D (PARTITION WALL/ • )¢," SIP. BOARD • 2e4 •OOD STUDS O IS" D.L. MAX ��I B¢" GYP. 6R1EN BOARD 1 • FRP BOARD 111 G A II 1 FILE NO. WP 35'4 5TL (35 -35) 1 i� • WATERPROOF ROOF SEALANT o ?AU_ / g► . CONCRETE CONNECTION ON NET SIDE !! • P LL E TREATED 2x4 WOOD SI PUTS , • CONCRETE CURB 0 BABE gi • e0b.09.08 - SHEAR WALL TYPE ill" NALL TYPE E (INTERIOR SHEAR NAW it" GYP. BOARD 2•6 ACO52 STUDS O lb" O.L. MAX 1.10.- ' 1 %' PLYWOOD 5NEAR PANEL PER STR.4TURAL • A %" SYP. BOARD ill ; 1 SHEET NO. SHEET TITLE: UPDATED WALL TYPES A 8 DESIGN RoUP 1 DATE: BY: CHECKED BY: TIGARD MOTORCYCLES . Hp_ o6/09/oe NOG NOG 10655 5A. GREENSURG ROAD TIGARD, OREGON 97223 ""'"� JOB NUMBER: . if c,: -ss BAR IS ONE INCH ON ORIGINAL DRAWING . .. 01 -036 0 ®I„ ___ _ ___. f City of Tigard A • e e. Plans By OA S.. Date CE DOOR SCHEDULE DOOR DOOR SIZE POOR FRAME REMARKS NUMBER WIDTH HEIGHT THKNS MATERIAL FINISH TYPE DOLOR MATERIAL FINSIH DOLOR RATING GLASS 127 3' -0" I 7-0" I 13/4" H. MTL. PAINTED A TIED H MTL. PAINTED TBD N/A WA ADA COMPLIANT LEVER SET OFFICE COPY 0 0 0 20' -0" 20' -O" RECEIVED JUN 3 0 2008 \ / I BI BUILDING D VISION I co i Lrurai OFFICE ^ '•ERVIGE OFFICE _ C B-) MI I 117 I -! 1 112 1 C _ \ SIM. _ A.1 r n u ^ EN 12' S" _' Si ' \ i A2 ( A T 2 KEYNOTES Q REVERSE SWING AS INDICATED ON PLAN — REUSE DOOR IF POSSIBLE \ / INSTALL NEW DOOR AS INDICATED ON PLAN \ — REFER TO DOOR SCHEDULE ABOVE FOR MORE INFORMATION O INSTALL NEW WALLS TO HEIGHT OF ADJACENT EXISTING WALLS — INSTALL NEW GEILIING TO MATCH ADJACENT EXISTING CEILING — REFER TO SHEET A9.O. 8 DESIGN DIRECTIVE 1 FOR WALL TYPE CONSTRUCTION l SHEET NO. SHEET TITLE: NEW FLOOR PLAN - OFFICE ADDITION AXiiS DagNG,R= DATE: DRAWN BY: CHECKED BY: TIGARD MOTORCYCLES 06/30/2008 NDC NDG 10655 S.W. GREENBURG ROAD TIGARD, OREGON '° JOB NUMBER: m 9623.19220 iO BAR IS ONE INCH ON ORIGINAL DRAWING 40 ��� lu>FS2,wtslst� MRANO, OP 97216 01 -036 0 ®I" Palo S - X33 —� AXIS DESJGN GROUP • ARCHITECTURE + ENGINEERING, LLC DESIGN DIRECTIVE DD# 01 TO: Jerry Jones PROJECT: Tigard Motorcycles COMPANY: Lanphere Construction & PROJECT NO.: 07 -036 Development SUBJECT: Addendum One — Dyno Pit ISSUE DATE: 04.17.08 FROM: Nate Carter ❑REPLY BY NO REPLY REQUIRED ❑FOR INFORMATION ONLY This Design Directive forms part of the Contract Documents and modifies the original Construction Documents dated 1 of Feburary, 2008 and any subsequent Directives. Acknowledge receipt of this Directive in letter form to the Architect/ Engineer of Record. Failure to do so may be grounds for disqualification. This Design Directive consists of: CHANGES TO PRIOR DIRECTIVES: This change is references back to the original scope of work and is considered to be Revision 2. CHANGES TO SPECIFICATIONS: None. CHANGES TO DRAWINGS: The Dyno pit located south of Service Manager Office (107) has been increased to the size shown on the attached sheet 1.0. END OF DESIGN DIRECTIVE. Pity of Tigard X 4,4 r• ved Plans B Okk Date 2f tO8 OFFICE COPY ❑ YOU ARE NOT AUTHORIZED TO PROCEED WITH THE WORK DESCRIBED IN THIS DESIGN DIRECTIVE. SUBMIT COST AND SCHEDULE IMPACT WITHIN 10 DAYS OF RECEIPT OF THIS NOTICE. ® YOU ARE AUTHORIZED TO PROCEED WITH THE WORK DESCRIBED IN THIS DESIGN DIRECTIVE AFTER YOU HAVE SUBMITTED THE COST AND SCHEDULE IMPACT. 11104 SE STARK STREET PORTLAND, OREGON 97216 TEL: (503) 284 - 0988 FAX (503) 546 PAGE 1 OF 1 I 0-(-1,43 g/— ozr 33 ck. I 1 1 i 'clil 7 :4 1 '-6," DEEP GONGRETE .C) — _ BLOGKOUT FOR DYNO N PIT • SEE 7/S5.I FOR F. _ REINF. AT DYNO ( 5 ) 1 BLOGKOUT. NN 5. / S THICKENED @ DYNO LOGATION L _ 1 w/ Y2 ISOLATION JOINT T, ■ 12'-cl" / S_5_e9) • 0 1 DYNO PIT SIZE $ LOCATION '-0" , s ii. CT p R o t ; Ss . ..o GlNe b C.. -\-%, 44/ 4' ct 11,753 .4 . I.! . GON <c • •Z` Q 0 R y • 5 17 PcPR. ob EXPIRES 06-30-2008 I DATE: SHEET NO 04-11-08 r i c. .71 r: GR.C7UP TIGARD MOTOGYGLES .JOB NUMBER: ARCHITECTURE I ENGINEERING, INC 1 0655 S.W. GREENBURG ROAD 0/-036 i .0 TIGARD, OR c17223 PAGE REFERENOE• i I 1 : P 9 (7 26 97216 , I 52.0 05/42/2008 14:55 50354E9276 AXIS DESIGN GROUP PAGE 01/03 .. DESIGNGROUP • Ail(ww.(eUm4MGINIUMMINC, Ar.CH+77CrORAL , .• ; IN7T11011":L • VI, ."..' LAM) 1JS I. • ' ADGEAX Date May 9, 2008 To Dan Nelson Company City of Tigard Fax No 503-624-3681 From Nate Carter Project Tigard Motorcycles Subject Concrete Mix Design Pages (inc. cover) 3 APPROVED 10e • (ti 503 284 0989 (f) 503 546 9276 !- 11104 SE STARK STREET PORTLAND, OR 97216 - 1 wwvv.axi: designgroup.com • ' • v 05 /ff /2008 14:55 5035459275 AXIS DESIGN GROUP PAGE 02/03 CtS 14 / 167Z0V8 —c 1050 North River Street Portland, C R 97227 TcicphOne *.: (503) 315 -2600 EacEiinile: (50:31 .331 -3700 O LA E N 0 R T M W E 9 CONCRETE MIX DESIGN # 1233 3500 P.S.I CONCRETE with Mid -Range 1" Maximum Sized Aggregate (Interior S.O.G.) POUNDS SATURATED ABSOLU "'E MATERIAL SURFACE DRY (SW) VOLUMI: Cement 451 lbs 2.294 Fly Ash 80 lbs 0.583 Concrete Sand 1380 lbs 8.571 1" Coarse Aggregate 1843 lbs 10,980 Water 260 lbs 4.167 % Air 1.5 % 0.405 TOTALS 4014 27.00 Mid Range Water Reducer Meets ASTM C494 53 oz I yd (Polyheed 997 or Daracem 55) Water Cement Ratio 0,49 Slump 6 +/- 1 " CONCRETE SUPPLIER: Glacier Northwest CONTRACTOR: Concrete Structures PROJECT: Tigard Motorcycles DATE: May 5, 2008 05/Q_9/2008 �a�14:55 5035469276 AXIS DESIGN GROUP PAGE 03/03 TM :L050 North Rivr-.r Streel: Porti.nd, CR 972,17 l '; � a �' '•, 'Ce] Si I0I 33.5- ?500 G F_zc:imil., (503) 331 -3700 CI EIR N 0 A T H W F$1 T GLACIER NORTHWEST BACKUP DATA CONC AIR DATE MIX # TICKET PLANT TESTER TRUCK # TEMP TEMP SLUMP 3 DAY 7 DAl• 28 DAY AIR % 01/11/08 1233 121570 16 LUNDBERG 57 46 3410 4510 0 01/11/08 1233 121649 16 LUNDBERG 57 46 3300 4547 0 01/11/08 1233 121649 -2 16 LOR 255 55 46 7 1850 3500 4945 0 01/09/08 1233 121190 16 LUNDBERG 55 39 3490 4660 0 01/09/08 1233 121269 -2 16 LOR 250 63 43 7 3695 4875 0 01/09/08 1233 121278 16 LUNDBERG 64 45 3030 4180 0 01/07/08 1233 120738 15 STASCH 143 54 45 3300 4990 1.6 12/26/07 1233 119439 15 FIELDING 417 68 39 3260 4927 1.8 12/21/07 1233 118979 16 BENEDICT 63 37 3620 5350 0 12/21/07 1233 119113 16 BENEDICT 66 39 3350 5157 0 12/20/07 1233 118631 16 LUNDBERG 66 43 3630 4507 0 12/20/07 1233 118743 16 LUNDBERG 66 43 3300 4423 0 12/19/07 1233 976209 16 GOUTHRO 238 66 45 3450 4523 1.9 11/21/07 1233 949794 15 HOPPE 238 59 39 2570 4090 1.5 10/31/07 1233 105756 15 SUMINSKI 407 64 48 2880 4877 1.6 09/27/07 1233 94488 14 ADAMS 716 72 52 3810 5380 1.9 09/19/07 1233 91187 14 ADAMS 133 79 63 3970 5465 1.8 09/19/07 1233 91295 14 ADAMS 147 79 63 3850 5305 1,6 09/19/07 1233 91348 14 ADAMS 227 75 64 4040 5345 1,9 09/19/07 1233 91403 14 ADAMS 147 75 64 3280 4720 2.1 09/19/07 1233 97172 14 ADAMS 256 79 55 3350 4785 1,9 09/06/07 1233 86924 15 LARSON 7222 81 61 4250 5610 2.1 08/31/07 1233 85314 14 ADAMS 153 79 55 2730 4035 1.9 08/31/07 1233 85401 14 ADAMS 127 79 63 2520 3620 1,7 08/31/07 1233 8544 14 ADAMS 711 79 70 2690 3840 1,9 07/24/07 1233 71343 15 BENEDICT 70 64 6.5 2320 3767 1.7 06/25/07 1233 845561 28 GILLMAN 410 72 54 2940 4135 1.5 06/23/07 1233 62249 -36 15 TIMZEN 228 75 61 3480 4930 1.2 06/23/07 1 233 6227 -36 15 TIMZEN 629 73 66 2850 4610 1.1 06/23/07 1233 65495 -36 15 TIMZEN 256 25 61 3420 4910 1.2 MAX 425( 5610 F`c = 3500 MIN 232( 3620 AVE 331( 4701 1.34 " STD DEV = 706 STD DEV 46S 527 # of TEST 3( 30 (2.33 " STD DEV) - 500 = 727 C of V 1z 11 _ � I I RED _� MARCH 2008 ' 1 x 1� APR 7 200d . :.. CITY OF TIGARD TIGARD M OTORCYCLES t � � :O ix) I DIVISION �' ■ BUILDING DID 10655 SW GREENBERG RD TIGARD, OR 97223 �`' 1 PROJECT #07 -036 O w 5 J STRUCTURAL C A LCULATIONS � . r ', T . �� r PROVIDED FOR ° . ,H _. f∎I LANPHERE ENTERPRISES ,. . I 12520 SW CANYON ROAD 7,_ O BEAVERTON, OR 97005 ` ` ` ' ' �n ' ' F I w *o . _ PROVIDED BY L. I AXIS DESIGN GROUP ARCHITECTURE & ENGINEERING, LLC ; Q w TIMOTHY BRUNNER LJJ 11104 SE STARK ST � _ �� I PORTLAND, OREGON 97216 ,' a I R p zcoa -C:OC;• . OFFICE COPY 1 _ ii IC�� 4 Y L P— �op ROF, f .., 1 cv c � ct, ,G,NF F ,p ,, . , 1 ��" EGON " G c I' 16 1- ' Q- S z I QORYF• o �� , to 8`' I EXPIRES 06 -30 -2008 I , - �' • " ' 1 4 \111111ARCHITECTURE+ I S DESIGN GROUP F ENGINEERING, INC g. I Fp:.,---ri---. I CI _DESIGN GROUP CHITECTURE +ENGINEERING, LLC SUBJECT: dF' = l.?< C. ; ,.. � , J' c ?-4,--,-?,2 PROJECT No: ? -0 Svc DATE: ',11.A -:r. .0 DESIGN: (t{ `4= SECTION: PROJECT: 7-‘-- M 't. ,f. CHECKED: PAGE: l OF I ' . 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I DRIFTED SNOW CALCULATION - ASCE 7 Sect. 7.7 I 1 =MECH - MID ROOF (leeward & windward) I TYPE OF PROJECTION = 4 2 = PROJCTN, PARAPET (leeward and windward) 3 = CANOPY OR LOW ROOF (Windward side) 4 = CANOPY OR LOW ROOF (Leeward side) I Code min. roof snow load => 25 (PSF) I I Location => Canopy i P 1.0 Thermal factor Table 7 -3 I I 1.0 Im portance factor Table 7 -4 I p 9 = 25 (PSF) Ground snow ' l 180 (FEET) Length of roof associated with projection I h= 10.5 (FEET) Top of projection to bottom of projection i hb= 1.30 (FEET) Balanced snow height I h� 9.20 (FEET) Top of projection to top of balanced snow I C 0.9 Snow Exposure Factor. Table 7 - p 22.5 (PSF) Calc.ed min. snow roof load, based on pg I I hd= 4.41 (FEET) Height of drifted snow Y 17.25 (PCF) EQ. 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