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HomeMy WebLinkAboutMiscellaneous Miscellaneous 2013-12-2 3os- 5. y -Oz 2° REQUEST FOR INFORMATION `Cii- e ;°e? CONTRACTOR: Chambers Construction 12FI #: 19 REVISED PROJECT: # 13-II_ Timber Products Spec. Div. Reference: Structral Drawing Reference s2.02 Detail Reference: REI TITLE: Level 2 RR Header location / removal DESCRI F rioN: At the womens RR 240 we are trying to install a side wall HVAC grill above the door and below the ceiling. We are running into height resttrictions with the drop down header across room 240. The double trimmer and drop down header at the south side of the door opening doesn't apperar to support any of the roof above. Is it possible to remove this header and install a 4x6 post under the north side of the door opening similar to the door opening across the hall in room 238? Please see attached picture. If this is acceptable then the desired HVAC would be able to be installed. REVISED 11-28-13 w/ additional picture of header from hall side looking west. • Change in Contract Time:' Date Reply Required: 11/29/2013 .Number of Days? This proposal will expire: Critical to Schedule? yes Potential Cost Impact? yes ORIGINATOR: Tim Jacobs / Chambers Construction Co. Date: 11/28/2013 RFSroNsE: It is acceptable to remvoe the header provided the hip beam is bolted to the Transverse tripple 2x12 beam. Reference RFI 18 and associated sketch. It is also acceptable to post down below the hip beam if possible. • Attachments: Date: Reviewed by: Date: Approved by: Holism!' Fr:utgopoulos, DCI Engineers Date: 12/212013 • REQUEST FOR INFORMATION RFI._,. k CONTRACTOR: Chambers Construction REI a: 18 PROJECT: # 1341_ Timber Products Spec:Div. Reference: Structral Drawing Reference: s3.02 Detail Reference: HFI TITLE: Structural Framing clean up list DESCRIPTION': Per site visit w/ Rollston 6:30pm Friday to review conditions. Follow up to RFI#11 1. Add 2 to 4 through bolts at double hip w/ LVL @ level 2 w/tapered block (extra) 2. Add type post caps &A35 at 4x6 post @ level 2 (extra) 3. add A35 at sister joist to LVL © level 3 (per plan) 4. Verify @ level 2 that 6x8 will work for the new entry header © vestibule (per plan) 5. Add (2) 18" straps @ level 3 overhang east wall @ 2x10 and wall below for hold down In lieu of MSTC78 (correction to improper install) Change in Contract Time? Date Reply Required: 11/18/2013 Number of Days? This proposal will expire: Critical to Schedule? yes Potential Cost Impact". yes OIOC INturOR: Tim Jacobs / Chambers Construction Co. Date: 11/15/2013 RESPONSE: 1. The existing hip beam is only toe nailed into the transverse beam. This is not enough positive connection. Please use (2) 1" dia throughbolts. • See attached 5K 2. A-35's are acceptable to use. 3. Correct. 4. Yes, a 6x8 will work for the span of 5'-0" 5. Use two LSTA18•s. All ac.h nients: Date: Reviewed by: Date: Approved by: - Rollston Frangopoulos, DCI Engineers Dale: 11/19/2013 • II i I I I 1 ; I 1 . ! I; ; 410 3 _,r)._. ..Q✓+"� 1 1 1 \ic _ . 1_,.'";p.... • -1____ • , , 1 : • :. Ii i ! . 1 • N� \\. • ! - ✓ r j PAL- .- ,hr ! J) 1 :1 /Le.,.15 V I I_. : I i\\\1 ,) 1 1 1 \I ' 1 I l`i'� I ' � ' I I I I \ 1i C i . I i f , I , -H—_ -._ ; j , 1 , ' 1, 1 1 I. 1 I , 1 it i , 1 iI . 1 1 : ; I • ' 1 1� li I Z. 11p �.l,ncj 1 1 1 II .' I S! 1-�l a, (-LP-. ( IAt/ �I,i I (,� ; 11 � 1• 1 ? I 1 r=.'(:1 / 1 jr�?� • i I I . 1 I 1I ` • 1 1 1 I ' I 1 . !• 1 I I ■ I I 1 ' • f . ! : 1 • 1 1 . IH i 1 1 1 1 j • 1 I I "L!. "'JP , `0444499$. :1* 1 PROJECT NAME: D2DEEEMia 14 Na 11 -1,44-\(i(f-- a)(L r, c_.7-j %_ .7_ PROJECT NO: J SKETCH NO: I-I C'1 I n G f'I DATE: CONSTRUCTION FIELD SKETCH: 400 SW 6TH AVENUE•SUITE 605 / PORTLAND, OREGON 97204 \A2 ( I ,; ,Z E-� ( / 6 PHONE:(503)242-2448• FAX:(503)242-2449 BY: EBSITE: vn 2- rvcdcl-enulneers cunt W ' OCT A I l_ A--fl CI A/11_ / S-I-FLLJC"I"L,I4Al_ 5K STAMP11wg 1-Apr-10 10:40 AM edring '2-liJ F_-_ !'' [.r).JR , REQUEST FOR INFORMATION CONTRACTOR: Chambers Construction IRF1 d: 11 PROJECT: # 1341 Timber Products Spec. Div. Reference: Drawing Reference: Detail Reference: I2 ■I TITLE: Kitchen Roof Earning Plan DESCRIPTION: Roof at kitchen is not per plan as shown on 52.02. The existing condition of 2x10 does not match w/ 2x12 per plan. Please advise on facia sistering details. • • • Change in Contract Time? Date Reply Required: 11/7/2013 Number of Days? This proposal will expire: Critical to Schedule? yes Potential Cost Impact' yes ORICINATOIt: TJ Date: 11/6/2013 RESPONSE: See attached SK's 01, 02, & 03. It is acceptable to cut off the top flange of the MEG. MOD - 20131119 Attachments: Date: Reviewed by: Date: Approved by: Rollslon Frangopoulos, DCI Engineers, 11/7/13 Date: • I 1 �� -- 11 I I • 1-.— . ; I , IIIII 7 SY-aw r_" 1/53.02 o IiR',lireL_- OPP 2„ \ 1/S3.02 ��o 1 0 LI C12x� LEDGER N I ® - I SIIIMIR • I C 11O • . _ 3/g SHTHG -ra LIB I -3 1 tij39f151,5£ of jo1T5., W/0 1�P F-1 1 2 \\0.. ° I�/ � St R/ 1r 1-1-9 rJC,cJr Q 1 6n0 ' " � / n�.e j r3ANs DLeS Y2></o FOIST •(3) Z o SISTERED TO ''�I I� I L OVER WALL EA (E) JOIST pi P It' S(Qpi, \� 1 7//,1° ' . / NI El HDR DB HDR DB l %C HDR DB / •• .E OF (E) ROOF— � =\--7 ` ..,_\..\ lam?!__ I _ /.10 , 16"OCR N C � I v J P/t ulR i� �J r� L.v L. 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' ' ' 6 • • ; ; ' I 1 • :- - --_,.-.1 • ; 1 . • ; ; 1 , i.._7 1".1 7"-i H i , I • . : Ego= 0-tr AtT PROJECT,NAME: . ---- % l'i-'; 4' II= li LI -17,‘"(2)Se P40 Dix eq- -1-.1- PROJECT NO SKETCH NO: '4. =Mt= <;`... rn: a 3 1369 I :--on77 ( - E-: n5inE- E- As DATE: / CONSTRUCTION FIELD SKETCH: 400 SW 6TH AVENUE•SUITE 605 1)1(11 ) 0-:;,,,;..1)--, (..e,Nnri,:c c77-12/..., PORTLAND,OREGON 97204 PHONE;(503)242-2448• FAX (503)242-2449. BY INEDSITE: wNw.dci-engineers.com ifilr,-,(::: 151 V. V. V 1 I I 1 t c_:.1\/i i_ / s-r}- t_i c-I-LnR A\L SK STAMP(Nig I-Apr-10 10:40 Al A adring 1. f 1 T t hM1 t�t� REQUEST FOR INFORMATION coN1 RACrOR: Chambers Construction RI'l #: 8 PROJECT: # 1341_ Timber Products Spec. Div. Reference: Drawing Reference: Detail Reference: • RFI TITLE: Structural framing questions @ RR & Kitchen DFSCItI ITION: 1. 9 / S3.01 footing detail-- hold down part #? The "per plan" isn't shown. 2. 9 / S3.01 footing deatil--` Note says no cold joint, plan doesn't show rebar or epoxy into the existing slab, please advise. Will any changes be applicable to the plumbing saw cuts in the rest rooms. 3. S3.01 Level 3 framing plan shows load bearing walls below. Are the walls that are shown as LGF on 2 /A6.02 suppose to be wood? Please verify. Change in Contract Time? Dale Reply Required: • Number of Days? This proposal will expire: Critical to Schedule? yes I'olenlial Cost Impact? yes ORIC INATOR: TJ Date: 10/20/2013 RESPONSE: 1. Use a Simpson PBS46 2. That is a typo, there will be a cold joint between the new poor and the old. There is no need to dowel into the existing slab from the side. 3. The walls below are non bearing except for the hallway walls where the framing above is perpendicular and where header king and trimmer studs-post down. Attachments: Dale: Reviewed by: Rollston Frangopoulos, DCI Engineers Date: 10/22/2013 Approved by: jenn ward (firm151 Date: 10.23.2013 REQUEST FOR INFORMATION CONTRACTOR: Chambers Construction RPI #: 7 PROJECT: #.1341 Timber Products Spec. Div. Reference: Drawing Reference: a 2.02 & S 2.01 Detail Reference: as/-.0& shear wall 141 1 TITLE: Rm 238 Mens RR Shear wall DESCRIPTION: At the North wall of mens RR the structural plans call for the north wall to become a shear wall. This wall also serves as a plumbing wall w/multiple plugs, both new and existing @ adjacent office. Please consider shearing existing wall per structural and installing a new wall in front to take the place of the furred wall symbol. Doing this would ensure all P&E would remain intact. Change in Contract Time? Date Reply Required: Number of Days? This proposal will expire: Critical to Schedule? yes Potential Cost Impact? yes ORIGINATOR: TJ Date: 10/19/2013 RFSroNSE: We looked into an alternate approach to the design and came up with the following. A shear wall at this level isn't required, provided we add the following HD's to take out the overturning of th short shear wall above. Attachments: Date: Reviewed by: Itollston Frangopoulos, DCI Engineers Date: 10/22/2013 Approved by: jenn ward j firm151 Date: 10.24.2013 • j 4 eJ r-1 • vD /., 4 (r Cie-- j 1/}J3 ir)(4 . T-o rrUC,- ,.ii, \6r-13F4 43 )1)1,r) � IT- k` it/ ;toU/STrA-RT.5 -, /2 nC}4J J'_. is \ �7 ice/ /~`�)� 9—..-?1,111-C: I _S /_ P . U-'4-y ,... • P. . 1 -7,4TcC\ zy. - `r) . (E) HIP BEAM SUPPORT FROM ABOVE 9.. 3r-6"x3'-6"x16"DP f '` 1-6 '-i-.64. W/ #4 © 12'OC EW ,z .,o> r I/ �. ©r�, © ©1 Lam, in y .ems•, u S ,�� yO°a • l L� �c E I t _,9/53.01 57+ FOR HOLD-DOWN k /1 m 5 14('A� J I ° e USE 5/9"0 ANCHO \tDln Jo))w ; �, — BOLT EPDXIED W/x -53 a N u(- aMIN EMBED �� • 3'—O"x6'—O"x12"DP © z1 W/ �J4 12"OC EW '" • I .. --- E+L.4wets. yP's:'^:.? ' PROJECT NAME: eni €• y T, 1 DNor- T L e^ PROJECT NO: SKETCH NO: PT ), I I E E FI S DATE: CONSTRUCTION FIELD SKETCH: 400 SW 6TH AVENUE•SUITE 605 �n/? Z/) 3 PORTLAND,OREGON 97204 BY: S M OA) PHONE:(503)242-2448•FAX:(503)242.2449 - WEBSITE: wwlr.dci-engineerscom I(� 7- CI\/1I_ / STRI_I C-1-1_IRAI_ 1 '�-� I�Ft SK STAMP.dwg I-Apr-10 10:40 AM adring REQUEST FOR INFORMATION RFl. CONTRACTOR: Chambers Construction RFI a: 6 PROJECT:II 1311_ Timber Products Spec.Div. Reference: Drawing Reference: varies Detail Reference: RF1 TITLE: Rm 238& 240 M&W RR DESCRIPTION: The dimensions of the rest moms are not working w/the conditions we currently have after demo. We have about a 4"gap in dimensions. Per the field verify dimensions that we have taken end per the revised drawing on 10-17-13{for verifiying purposes)This drawing and dirnesions work out much better and actually gives us a halt closer to 5'.Please issue an°offiaar drawing that also shows the 2/1 sink scenario in the Mans rest room. • Change in Contract Tune? Date Reply Required: Number of Days? This proposal will expire: Critical to Schedule? yes Potential Cost Impact? yes ORIGINATOR: TJ Date: 10/19/2013 RESPONSE: SEE ATTACHED FOR SHEETS A620,M.21,A720,A7.21,A7.22 WHICH REFLECT THE PLAN CHANGES COORDINATED LAST WEEK TO REFLECT EXISTING CONDITIONS FOUND DURING DEMO • Attachments: A6.20,A6.21,A7.20,A7.21,A7.22 Date: Reviewed by: Dale: Approved by: JENN WARD I FIRM 161 Date: 1021.2013 • . . i 0 ,4-; Id IlIcli1OLI ' I 0 " 1 19 Iv up Le. 11 14ifut i 16 a' ! , ( ) gli On ilS Igha 1, On 1 (..,. ) ___ rc 1_. ___ _ 2 i 1 . 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