The URL can be used to link to this page

Report 16110 SE Gooschollow Drive Butler Damascus, Oregon 97089 Consulting, Inc. (503) 658 -0200 (503) 658-0204 fax FIELD OBSERVATION REPORT #1 Project: Barrows Road Estates — Bldg 1 Date: Apri 21, ! ! : p Address: 11317 — 11373 SW Hallmark Ter. Permit No.: ST2007 -002 ) 00232 Client Milestone Homes, LLC BCI Job No.: - 0907 -01 Field Observations 1. The footings, stems walls and garage piers were set up for a monopour for Units 1 -8. All vertical, horizontal reinforcing bars, pier ties and footing stirrups were found to be installed in accordance with the plans. The footings for the garage piers on Lots 1 & 8 had not been completed yet. 2. The garage piers are being poured 10" thick instead of the 8" thick as shown on the plans allowing for nailers to be embedded in the concrete and to match the 10" width of the beam seat at the top of the wall. 3. One of the vertical dowels on each beam seat on top of the garage piers was installed outside the #3 ties. 4. The anchor bolts for the holddowns were installed as indicated on the plans. The strip footing at the HHDQ11 holddowns on the back wall was thickened to at least 12" as required on the plans except for the left corner of unit 2. 5. The plans had a detail added to bridge over tree roots to protect two trees. No roots were encountered so this detail was not required. Field Conflicts Resolved 1. The footings and stem walls were all found ready to pour, except for the garage pier footings on Lots 1 & 8. 2. The garage piers are acceptable to be increased to 10" thickness. 3. The beams seats on top of the garage piers are acceptable as installed with one of the vertical dowel rods outside of the #3 ties. Field Observation Report Page 2 Barrows Road Estates — Building 1 April 21, 2008 Permit Nos. MST2007 -00225 - 00232 BCI Job No 225- 0907 -07 Outstanding Items 1. The footings for garage pier footings for Units 1 & 8 need to be completed. 4. The strip footing beneath at the left corner of Unit 2 needs to be deepened to 12" beneath the HHDQ11 holddown. Please do not hesitate to call if you have any questions or need any additional information. Respectfully Submitted, BUTLER CONSULTING, INC. S) PROF' + GINF . & Oy Q' w 14855 : Mark E. Butler, PE, SE G President OREGON Distribution: lr E. B y Milestone Homes, LLC EXPRES 12 -31 -200 04!21/2008 13:44 50365802040 BUTLER CONSUL TINGI• PAGE 01 16110 SE.Gooseholiow Drive Butler Damascus, Oregon 97089 • Consulting, Inc. (503) 658 -0200 • (503) 658 -0204 Fax Fax Cover Sheet DATE: April 21, 2008 TIME: 2:20 PM TO: Ken Sprecher PHONE: (503) 969 -3804 Milestone Homes FAX: (503) 643 -5608 FROM: Mark Butler PHONE: (503) 658 -0200 FAX: (503) 658 -0204 • RE: Barrows Road Estates Field Report #1 BCI Job No: 225- 0907 -01 Number of pages including cover sheet: 3 Message Ken: Field report on the reinforcing steel from today's site visit. Jeff had to complete 2 of the footings at the garage front and had 1 minor correction on the thickened footings at the HHDQI 1 holddowns. Other than that, he is OK to pour. Call with any questions. • • 4 4/21/2008 13:44 5 036 580 200 BUTLER CONSULTINGI• PAGE 02 16110 SE Gooseholiow Drive Bu tler Damascus. Oregon 97089 Consulting, Inc. (503) 658-0200 (503) 658 -0204 fax FIELD .OBSERVATION REPORT #1 Project: Barrows Road Estates — Bldg 1 Date: April 21, 2008 Address: 11317 — 11373 SW Hallmark Ter Permit No. MST2007 -00225 -00232 Client Milestone Homes, LLC BCI Job No.: 225- 0907 -01 Field Observations 1. The footings, stems walls and garage piers were set up for a monopour for Units 1 -8. All vertical, horizontal reinforcing bars, pier tics and footing stirrups were found to be installed in accordance with the plans. The footings for the garage piers on Lots 1 & 8 had not been completed yet. 2. The garage piers are being ,poured 10" thick instead of the 8" thick as shown on the plans allowing for nailers to be embedded in the concrete and to match the 10" width of the beam seat at the top of the wall. 3. One of the vertical dowels on each beam seat on top of the garage piers was installed outside the #3 ties. 4. The anchor bolts for the holdd.owns were installed as indicated on the plans: The strip footing at the HHDQ1.1 holddowns on the back wall was thickened to at least 12" as required on the plans except for the left corner of unit 2. 5. The plans had a detail added to bridge over tree roots to protect two trees. No roots were encountered so this detail was not required. Field Conflicts Resolved J . The footings and stem walls were all found ready to pour, except for the garage pier footings on Lots l &. 8. 2. The garage piers are acceptable to be increased to 10" thickness. 3. The beams seats on top of the. garage piers are acceptable as installed with one of the vertical dowel rods outside'of the f#3 tics. 04/21/2008 13:44 50365802040 BUTLER CONSULTING• PAGE 03 Field Observation Report Page 2 Barrows Road. Estates — Building 1 April 21, 2008 Permit Nos. MST2007 -00225 = 00232 BCI Job No 225- 0907 -07 Outstanding Items 1. The footings for garage pier footings for Units 1 & 8 need to be completed. 4. The strip footing beneath at the left corner of Unit 2 needs to be deepened to 12" beneath the HHDQ11 holddown. . Please do not hesitate to call if you have any questions or need any additional information. Respectfully Submitted, • BUTLER CONSULTING, INC. �� PRO Q 4' 14855 Mark E. Butler, PE, SE President • f. OREGON +q 4'0 t/ 14 <( Distribution: Sir E 'BAN' Milestone Homes, LI.0 `EXPIRES: 12- 31 -200j • • 41) 16110 SE Goosehol]ow Drive Butler Damascus, Oregon 97089 Consulting, Inc. (503) 658 -0200 (503) 658 -0204 fax Special. Inspection Report — Adhesvie Anchor Installation Project: Barrows Road Estates Date: June 23, 2008 Address: 11317 - 11367 SW Hallmark Lane Time: 2 :10 PM Permit Nos: MST2007 -00226 to 002325 BCI Job No.: 225- 0907 -01 Mark E Butler P.E, S.E. the Engineer of Record from Butler. Consulting, Inc. performed the special inspection for the installation of seven threaded rods in adhesive into the foundation at the Barrows Road Estates project under construction on Lots 2 through 8 in Tigard, Oregon. The rod required "fora Simpson HTT16 that left off "the plans.- ..�- - - A 5 /8" 4) x 24" long threaded rod was to be installed in a 3 /4" 0 by 10" deep hole using Simpson "SET" adhesive into the 6" concrete stem wall on the left side of each unit on Lots 2 through 8. The end unit on Lot 1 does not have the footing poured yet and will use a different detail. Three tubes of Simpson "SET" adhesive with were to be used all with serial number EZ- 35046 -RR and an expiration date of 4/10. The holes were all blown out with compressed air prior to installing the rod. The installation was found to be in accordance with the manufacturer's installation instructions and ICC report ESR -1772 except on two units as follows: 1. The hole on Lot 7 was only 9W' deep. 2. The hole on Lot 2 was only 8W' deep due to encountering reinforcing steel in the wall. The uplift load on the HTT16 holddown is only 3,321 lbs, less than the rated capacity of full embedment. The holddown is installed on a framed wall sheathed with OSB supporting three stories above which will reduce the net uplift load. Therefore, the two rods installed with 9W and 8 of embedment depth were found to be acceptable as installed. Please do not hesitate to call if you.have any questions or need any additional information. Respectfully Submitted, 4 BUTLER CON ULTING, INC. O PR ®f A 14855 4p if Mark E. Butler, PE, SE President , OREGON kad 1 4,16P �� • Distribution: 4)9 E. Bv� City of Tigard - City of Tigard Frank Salmieri - Milestone Homes EXPIRE: 12_31 - 200 Van Schmidt - BMC West 05/13/2008 16:0e 50365802 BUTLER CONSULTING PAGE 01 16110 SE Goosehollow Drive Butler Damascus. Oregon 97089 Consulting, Inc. (503) 658 -0200 (503) 658 -0204 Fax Fax Cover Sheet DATE: June 13, 2008 TIME: 4:40 PM TO: Frank Salmieri PHONE: (503) 969 -3804 Milestone Homes FAX: (503) 643 -5608 CC: Van Schmitt — BMC West • FAX: (503) 825 -4613 FROM: Mark Butler PHONE: (503) 658 -0200 FAX: (503) 658 -0204 RE: Barrows Road Estates Field Report #2 - Building 1 BCI Job No: 225 - 0907 -01 Number of pages including cover sheet: 7 Message Frank: Rather lengthy field report from yesterday's site visit. A.couple things to note: 1. The proposed fix for the parallam beam stopping short of the stairwell of adding a 1 %" LSL adjacent to the existing beam works. 2. The straps on the front shear walls can be moved to clear the beam scat on top of the concrete pier provided that out -to -out dimension between the straps is at least 26 3. The HHDQ 1 1 holddowns on the back wall installed some 6" from the end of the shear wall are acceptable as installed (The inspector request verification of that). 4. A serious issue that I did not catch until I got back to the office is that the 31/2 x 1.1 /s" LSL header over the front porch supports has a significant uplift load at each end that needs to be resisted. The left end needs an ECCQ44 post cap with an HTT16 holddown at the foundation. This holddown was not called out on the plans. The holddown will need to be installed on a '/s" x 10" embed threaded rod in epoxy with special inspection required. Since this holddown should have been on the plans, 1 will offer to perform the special inspect at no charge rather than having to pay Carlson Testing to do it. On unit 1 where the footing has not been installed yet, the footing needs to be 24" x 24" x 12" deep with the post installed on an embedded CB44 post base. The right end of the LSL porch header is more difficult. 1 provided a design sketch with 2 options. Look them over and let me know if either will work. Call with any questions. 06/13/2009 16:08 503658021 BUTLER CONSULTING* PAGE 02 • 16110 SE Gooschollow Drivc Butler Damascus, Orcgon 97089 cso3) 6sa Consulting, Inc. ozoo (503) 658 -0204 fax FIELD OBSERVATION REPORT #1 Project: Barrows Road Estates Building 1 Date: June 12, 2008 Address: 1 1317 — 11373 SW Hallmark Ter. Permit Nos.: MST2007 -00225 - 00232 Client Milestone Homes BO Job No.: 225- 0907 -01 This field report is for all 8 units of building 1. The observations and comment below are typical • for all units except as specifically noted otherwise. Field Observations 1. No headers were provided over the front and back windows on the 3' floor. The plans had called out typical 4x8 headers. 2. The drag truss located 2' from the back wall did not have the A34 clips installed between the bottom chord and the shear,wall below. 3. The type "DD" shear wall on the back of the 3` floor at the mechanical chase had not been sheathed on the inside face yet. A 2x4 nailer was installed at the ceiling to support the fire blocking at the top of the chase covering the wall top plates. 4. The H2.5 hurricane ties were observed to be installed on every truss as required on Unit 8. The rest of the units were not checked. 5. The City of Tigard Building Inspector verified that the fire walls properly extended up to the top of the crickets and that he had given prior approval to cover. 6. A 3 x 11 %" PSL spans across the unit supporting the 3' floor joists. The beam was supposed to extend to a 4x6 post in the stairwell wall but on units 4 to 8, the beam stopped • about 8" short with a 4x4 post was added beneath the end. The only support below is provided by the 1'/4 x 11' /R" LSL beam in the 2" floor that supports the stair header and hung from a 3 x 11'/8" PSL with an HI1 hanger. In units 1, 2 and 3, the 31/2 x 11' /s" PSL extended to the 4x6 post with 2" of bearing provided. 7. The inspector questioned the load path of the MSTC52 holddown straps on front wall of the 3` floor. The straps at each end were wrapped around a cantilever 3 x 11' /s" LSL rim beam. The two interior straps did not have any cantilever beam to wrap around. - 06/13/2008 16:08 503658020) BUTLER CONSULTINGI PAGE 03 Field Observation Report Page 2 Barrows Road Estates — Building 1 June 12, 2008 Permit Nos. MST2007 -00225 - 00232 BCI Job No 225- 0907 -01 8. The 2" floor closet door was relocated from the landing to the living room side as shown on previously issued design sketch SK-10. The double -sided type DD shear wall was installed with holddown straps installed on double 2x or 4x studs below. 9. No solid bearing is provided to support the stair landing beyond legder nails into the perimeter framing. Solid bearing need to be added. 10. The holddown straps on the rear shear walls do not all line up from floor to floor. 11. The straps on the 2 floor front wall were called out to wrap around the garage door glulam header. However, the steel beam scats embedded in the tops of the concrete piers prevent the strap from being installed. An alternate design is required. 12. The HHDQI 1 holddowns on the rear wall were installed on 4x4 studs facing inward up to 6" . from the ends of the shear walls. The loads will need to be checked for the shortened moment arm to resist overturning. 1n some cases, the holddowns were installed on built -up 2x studs. 13. The 3'/2 x 11' /a" header over the front porch was to bear on top of the glulam garage door header. However, this beam was raised up to allow for an 8' tall garage door. The end of the glulam beam was notched to provide partial bearing for the LSL porch header with a 2x6 PT squash block installed on top of the concrete pier to provide full bearing. The porch header supports the 2 floor shear wall above. A Load path for the uplift from the shear wall reaction is not provided. 14. At the front corners where the ECCQ columns caps were installed the double top plate had to be cut. A Simpson strap was bent and installed on the inside corner to tie the walls together. 15. The door between the front entry and garage was shifted 8" to provide space for the electrical panel. This resulted m an 8" long section of wall with a single sill plate anchor at the corner. This 8" long wall section will be on the strike side of the door hinge and does not provide much support for the door. 16. The 4x4 posts in the wall between the garage and bonus room were not installed. This post would land on top of or adjacent to a plumbing stack. The post supports a 4x4 post with double 2x4 trimmers extending from the 3" l floor. 17. On Unit 6, one of the rear deck pier pads had to be moved 12" to clear a plumbing cleanout. This will result in the deck beam cantilevering 24" instead of 12" as designed. 18. Unit 3 ha.d a vertical cut in the exterior sheathing on the 1 " floor back wall. The cut was adjacent to the holddown and weakens the wall. - 06/13/200B 16:08 503658020 BUTLER CONSULTING* PAGE 04 Field Observation Report Page 3 Barrows Road Estates — Building 1 June 12, 2008 Permit Nos. MST2007 -00225 - 00232 BCI Job No 225- 0907 -01 19. Unit 1 at the front corner has no support for the 31/4 x 11' /R" LSL porch header. The footings have not been pourcd yet with the intent of pouring the footings monolithic with the porch slab. Field Conflicts Resolved 1. 4x8 headers need to be installed over the front and back windows on the 3 floor. 2. The Simpson A34 clips need to be installed between the drag truss and the type DD shear wall on the 3 floor per detail 11 /S7. 3. Sheathing will need to be installed on the inside face of the type DD shear wall on the 3rd floor at the mechanical chase. Solid blocking will bc required at the top of the wall to receive edge nailing for the sheathing. 4. The installation of the glulam beams reinforcing the top chord of the bowstring trusses was acceptable as installed. The revised configuration of the through -bolts maintained the minimum 3" edge distance as required. 7. The holddown straps on the front shear walls are to be wrapped around the continuous P/4 x 1 1 %" LSL rim joist spanning between the 31/2 x 11 LSL cantilever rims as shown on detail 8 /S7. Blocking needs to be added on the back side of the LSL to provide a nailing surface for the straps. 8. The 1“ floor shear wall beneath the shortened type DD shear wall on the 2„d floor needs to have edge nailing added the full height of the studs that the straps from above are attached to. In addition, the mechanical room side of the wall needs to be sheathed between the strap from above and the wall. 9. The 2 "d floor stair landing can bc supported by adding (2) LSTA24 straps from the landing joists up to the 1'/4 x 1 1'/8" LSL beam above. 10. Where the holddown straps on the rear shear walls do not all line up from floor to floor, the straps need to be attached to a double 2x or 4x stud on the floor below with edge nailing extending he full height ofthc studs. 12. The built -up 2x studs that the holddowns are installed on need to be stitch - nailed together with (2) 16d nails spaced at 12" on center. 13. The support of the 31/4 x 11'/8" LSL porch header with the notched glulam and squash block was acceptable as installed for vertical support. However, a load path to resist uplift is still required. • 0/13/2008 16:08 50365802 BUTLER CONSULTING. PAGE 05 Field Observation Report Page 4 Barrows Road Estates — Building 1 June 12, 2008 Permit Nos. MST2007 -00225 - 00232 L3CI Job No 225- 0907 -01 14. The Simpson straps installed at the corners where the top plates were cut out due to the E.CCQ column caps were acceptable as installed, although to be most effective, the straps should be installed on the outside face. 15. The 8" long section of wall adjacent to the door between the entry and garage can be stabilized by removing the trimmer stud and replacing with a 2x4 PT stud bearing on the floor slab. The end can then be nailed into the mud sill to help stabilize the wall. 16. The missing 4x4 posts in the back garage wall can be replaced by double 2x6 studs stitch - nailed together. The double studs need to be located beneath the 4x4 post or double 2x4 trimmers supporting the 3' floor beam. 17. Moving the one deck pier on Unit 6 resulting in a 24" cantilever on the deck beam is acceptable. 18. The section of sheathing with the vertical cut on the back wall of unit 6 needs to be removed and replaced. Blocking will need to be added at the horizontal joint with edge nailing installed on all sides of the replaced sheathing. Outstanding Items 6. The 31/2 x 11 PSL beam on the 3"' floor of units 1 — 3 with just 2" of bearing on the 4x6 post at the stairwell wall was found to be adequate as installed. On units 4 — 8 where the beam stops short of the stairwell wall, a 1 Va x 1 1 /B LSL will need to be added adjacent to the cxisting 1' /a x.11' /a" LSL in the 2 " floor below supporting the stair landing. This double LSL beams will need to be stitch- nailed to the the adjacent LSL with 16d nails spaced at 12" on center top and bottom and hung from the PSL beam with an HGUS4110 hanger. 11. The straps on the front 2 " floor shear walls that cannot be installed because of interference with the embedded steel beam seats can be moved over to clear the beam seat provided the minimum out -to -out dimension of the pair of straps is at least 26V2". Double studs will need to be added in the shear wall above with edge - nailing extending the full height of the studs. See attached design sketch SK-11. 12. The HHDQ1 I holddowns on the rear wall installed up to 6" from the ends of the shcar walls were found to be acceptable as installed. 13. The 3'/2 x 11 LSL porch header needs to be supported on the left end on a 4x4 post with an ECCQ44 post cap installed. A Simpson HTT 16 (or PHD2) needs to be installed at the post base on a Ye" 4) x 10" embed threaded rod in Simpson "SET" adhesive. Special inspection will be required. The right end needs to have uplift resistance provide by one of the following methods. See the attached design sketch SK-11. • • 06/13/2008 16: 503658020 BUTLER CONSULTING. PAGE 06 Field Observation Report Page 5 Barrows Road Estates — Building 1 June 12, 2008 Permit Nos. MST2007 -00225 - 00232 BCI Job No 225 0907 - A) Install an HDA8 holddown on a ' /e" 4) threaded rod through the LSL beam with (2) ' /s x 4" embed concrete expansion anchors drilled into the end of the concrete pier. B) Add a 4x4 PT HF #2 post on the end of the concrete pier with (5) VA" x 3" embed concrete expansion anchors into the pier with an MSTC28 strap on each side of the post. 19. The 31/2 x 11'8" LSL porch header on Unit 1 needs to be supported on the left end on a 4x4 post with an ECCQ44 post cap installed as on item 13 above. The post will need to bear on a 24" x 24" x 12" footing with a CB44 embedded post base. • Please do not hesitate to call if you have any questions or need any additional information. Respectfully Submitted, AA! T . "' �E9 ?RO BUTLER CONSULTING, INC. O 14855 A‘_/_.. Mark E. Butler, PE, SE OREGON President • b% )4,' ( $ 9 1 r E B\N N Distribution: EXPIRES: I2- 31 - 20771 • Loraine Sellers — City of Tigard Frank Salmeri — Milestone Homes Van Schmitt — BMC West • • LD c . TYPE 'D0' TYPE 'Mr w SHEAR WALL SHEAR WALL t., CD m w 2 - 2} ' z ' MINI ; a 2' -23" MINI I , SIMPSON CMST14 STRAP SIMPSON CMST14 STRAP EA SIDE WRAPPED _ —� EA SIDE WRAPPED r ° c AROUND BEAM ADD DBL Zx STUD wl AROUND BEAM EDGE NAILING ECCQ44 COL EXTENDING FULL HT. U , i m CAP w '4e 0 THREADED ROD u, EATEN DING THRU BEAM E ashi III w /Ye" x 3" 0 PL WASHER _ _ r r 1 r 1 kJ I ti cD x11 • 1 l� 3)4 lsl BEAM — _ - _ LSTA24 STRAP ACROSS I � _� • 3 CUT TOP PLATE X 11 1SL BEAM - ` -• ° - NOTCH GLULAM ri LSL 8 ;; e 6Y x 12° GLULAM ° MSTC28 STRAP EA SIDE 4 ADD 2x6 PT BLOCK • n , • -. . 4 • W C 4x4 POST wI HTT16 4 4 7 ° 4 r @ FOOTI . ° CONCRETE PIER ° HD8A w1 (2) x 4' EMBED ° 4x4 PT POST w1(5) 3 x 3° � ° o CONCR. EXP. ANCHORS. �. a ° EMBEO CONCR- EXP. °a A c z INTO PIER ANCHORS ° r N z 1A1A1 ( CT PIER �- t r t n n nlr .< SHEAR AIAI L STRAPPING RAPPING @ GARAGE PIER AL I €RNA 1 € SUPPORT @ PIER • 40, PROFF 14855 * �i REV Description BY Dale Butler ROAD ESTATES 4_, �� , LOTS 1 -8 D OREGON Consulting, Inc. TIGARD, OREGON D; 4 'q y ak KO 43% 16110 SE Goosebollow Drive SHEAR WALL @ GARAGE PIERS CD 9 ' c\I Damascus, Oregon 97089 �' �v (503) 658 -0200 Job No. 22541907 -01 Date 5121M Sheet 1 EXPIRES: 1 ?- 31 -711gy , (503) 658 -0204 Client Milestone Homes BY MEB SK1' ; 05/27/2006 15:58 50365802 BUTLER CONSULTING PAGE 05 • 71' 16110 SE Goosehol low Drive Butler Damascus, Oregon 97089 Consulting Inc. (503) 658-0200 (503) 6S8-0204 Fax PROJECT MEMORANDUM To: Milestone Homes, LLC Project Barrows Road Estates Attn: Frank Salmieri BCI Job No. 225- 0907 -01 From: .Mark E. Butler Subject: Relocate Closet Door 2' Floor Date: May 27, 2008 This Project Memorandum is issued to Milestone Homes, LLC for the Barrows Road Estates project under construction on SW Barrows Road in Tigard, Oregon regarding relocating a closet door on the 2" floor. The door opening for the coat closet at the top of the stairs is being relocated from the stair side to the living room side. This will shorten the type "D2" shear wall on the 2 " floor requiring it to be upgraded to a double- sided type "DD /6" wall. The door will. need to be shifted slightly towards the party wall for the smear wall to be a minimum of 2' -7" long. A CMST14 strap will be required on each side at each end of the shear walls nailed to the double 2x stud.s. Studs will need to be added in the 1'' floor wall below as required. . Please call if you have any questions. - O PROFF Respectfully submitted, ` /p (4 ' 1485 k /Al • BUTLER CONSULTING, INC. A OREGON 'f9 ' , Mark .Butler, P.E. . S.E. ( EXPIRES: 12-11-2007 President • t'r„ 05/27/2008 15:58 5036580 BUTLER CONSULTINCC PAGE 04 Aft I 4x10DF #2 V. D TYP HEADER D 6 3 AO Tr AIII lift.� A\ � 1a, I I ^I 1 il I V 6 1 1 1 I S -7 I I °..j II I I^ I R � I I I I I I I II DD 4xI PO IT I U I oL S6 II 0 I 3 %% "LSL __ , MP 1 1 I . :ft 0 P 1 1 1 x 1 " LSL 10 - il I 1 . 10 111° mum 1 TJI.110 C' 19.2" 0 /C _ TYP FLOOR JOIST i o n . _ 1;1 .,_ 10 r` ._ I 3Y x 117 _PSL . ., i PARTIAL 3RD FLOOR FRAMING ,_, .1 .4 • �g + C,INE� s4 C RELOCATE COAT CLOSET DOOR MEB 5127/08 4' w 14835 4) REV Description ' BY Date '_ L --- ButieY B RRO S OA ES ATE OREGON LOTS 1 -8 Q Consulting, Inc. TIGARD, OREGON 4. v �' 4 ' 16110 SE aooaeholloa Drive PARTIAL 3RD FLOOR F E. av Damascus, Oregon 97089 FRAMING PLAN (503) 658 -0200 Job No. 225- 0907 -01 Date 5/27/08 Sheet (EXPIRES: 12 31 - 2 0� (503) dss - OZ0 4 Client Milestone Homes 8 _ v MEB WIC