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Specifications (3) DICK'S SPORTING GOODS CITY OF TIGARD BLDG. DEPT. WASHINGTON SQUARE MALL 13125 SW HALL BLVD March 28, 2007 TIGARD, OREGON 97223 SHEET 1 OF 4 PERMIT NUMBER: BUP2006 -00562 MCE Project No. 061265 STRUCTURAL PLAN REVIEW # 5 Plans Dated: 3 -27 -07 Calculations Dated 3 -27 -07 Corr. Item Page No. Comments Code Section Made No. 3/15/07 1 Insufficient information on construction 106.1.1 documents. (See partial list of items below) 3/15/07 2 Calculations Diaphragm loads (wind & seismic) and 1603.14 distribution. 1603.15 3/15/07 3 Calculations Earthquake loads including omega and R 1617 factors. 3/22/07 4 Sheet S -0.0 Submit frequency of special inspection for 1704 Special Inspection items noted as periodic. Table 3/28/07 5 Sheet S -0.0 Submit calculations with minimum 25 psf 1608.1 Miscellaneous Item 7 snow load. 3/22/07 6 Sheet S -1.0 Submit calculations for eccentric loading on 106.1.1 Grid D.7 & E.7 and pile and pile cap. Grid 6 3/22/07 7 Sheet S -1.0 Submit calculations for added footing and 106.1.1 Grids A and I reinforcing steel to existing pile caps. 3/22/07 8 Sheet S -1.0 Submit detail for anchor bolt location for C4, 106.1.1 Column Schedule C5 and C11. 3/22/07 9 Sheet S -1.2 Detail 1 Submit calculations and details for size 106.1.1 Grid 3, Detail 4/S -5.2 reinforcement, ties and anchorage for concrete columns. 3/28/07 10 Sheet S -1.2 Submit calculations and details for column 106.1.1 Detail 3 pedestal pier. Note: ACI 318; 7.10.5.6. 3/28/07 11 Sheet S -2.0 Submit calculations and details for load path 106.1.1 Detail 1 into X- bracing. Grid B.5 and 5 3/28/07 12 Sheet S -2.0 Submit calculations and detail for length of 106.1.1 Detail D/S -12.0 drag strut. 3/28/07 13 Sheet S -2.0 Submit calculations and detail for lateral load 106.1.1 Detail 1 path from roof into masonry wall. 3/22/07 14 Sheet S -2.0 Submit calculations and details for beam to 106.1.1 Detail 1 beam and beam to column connections for second floor. DICK'S SPORTING GOODS CITY OF TIGARD BLDG. DEPT. WASHINGTON SQUARE MALL 13125 SW HALL BLVD March 28, 2007 TIGARD, OREGON 97223 SHEET 2 OF 4 PERMIT NUMBER: BUP2006 -00562 MCE Project No. 061265 STRUCTURAL PLAN REVIEW # 5 Plans Dated: 3 -27 -07 Calculations Dated 3 -27 -07 Corr. Item Page No. Comments Code Section Made No. 3/28/07 15 Sheet S -3.0 Submit calculations and details for load path 106.1.1 Detail 1 into X- bracing or masonry wall. 3/28/07 16 Sheet S -3.0 Submit calculations and details for load 106.1.1 Detail 1 transfer around roof opening, including loads to joist. 3/22/07 17 Sheet S -3.0 Submit calculations and details for beam to 106.1.1 Detail 1 beam and beam to column connections for low roof. 3/22/07 18 Sheet S -3.1 Submit calculations and details for beam to 106.1.1 Detail 1 beam and beam to column connection for high roof. 3/22/07 19 Sheet S -3.1 Submit calculations for deflection of high 106.1.1 Detail 1 roof. Verify allowance for glass movement. 3/22/07 20 Sheet S -4.0 Submit calculations and details for 106.1.1 Sections 2, 3 and 5 connections at roof and second floor. 3/28/07 21 Sheet S -4.0 Submit calculations and details for studs 106.1.1 Elevation B each side of opening. 3/28/07 22 Sheet S -5.0 Submit calculations and details for 106.1.1 Sections 1, 2, 3 & 4 connections at roof and second floor. 3/28/07 23 Sheet S -5.1 Submit calculations and details for 106.1.1 Sections 1 & 3 connections at roof and second floor. 3/28/07 24 Sheet S -5.2 Submit calculations and details for welds at 106.1.1 Section 1 second floor. 3/28/07 25 Sheet S -5.2 Submit calculations and details for 106.1.1 Section 6 connections at roof, floor and cladding. 3/28/07 26 Sheet S -5.2 Submit calculations and details for concrete 106.1.1 Section 4 column or pier. Note: ACI 318; 7.10.5.6. Deferred 27 Sheet S -6.0 Submit calculations and details for framing 106.1.1 Submittal Detail A and cladding. 3/28/07 28 Sheet S -7.0 Submit calculations and details for framing 106.1.1 Section 1 & 2 connections and cladding. DICK'S SPORTING GOODS CITY OF TIGARD BLDG. DEPT. WASHINGTON SQUARE MALL 13125 SW HALL BLVD March 28, 2007 TIGARD, OREGON 97223 SHEET 3 OF 4 PERMIT NUMBER: BUP2006 -00562 MCE Project No. 061265 STRUCTURAL PLAN REVIEW # 5 Plans Dated: 3 -27 -07 Calculations Dated 3 -27 -07 Corr. Item Page No. Comments Code Section Made No. 3/28/07 29 Sheet S -8.0 Submit calculations for deflection of HSS 106.1.1 Section 1 10x10x3/8 and window system. 3/28/07 30 Sheet S -8.0 Submit calculations and details for welds at 106.1.1 Details D connections. Deferred 31 Sheet S -9.1 Submit calculations and details for lateral 106.1.1 Submittal Section 6 & 7 loads, connections and cladding connections. 3/22/07 32 Sheet S -9.1 Submit calculations and details for materials 106.1.1 Section 2 and 4 used. 3/28/07 33 Sheet S -9.1 Submit calculations and details for braced 106.1.1 Detail 1/S9.1 frames and connections. 3/28/07 34 Sheet S -10.0 Submit calculations and details for lateral 106.1.1 Details 1, A, B, C, F loading and connections. and H 3/28/07 35 Sheet S -11.0 Submit calculations and details for welds at 106.1.1 Section 2, 3, & 4 connections. 3/28/07 36 Sheet S -11.0 Submit calculations and details for group 106.1.1 Section 1 effect of anchor bolts. • 3/28/07 37 Sheet S -11.0 Submit calculations and detail for weld length 106.1.1 Detail C of 3/4 inch gusset plate. 3/28/07 38 Sheet S -11.0 Submit calculations and detail for web 106.1.1 Detail D stiffeners at column. 3/28/07 39 Sheet S -11.0 Submit calculations and details for 106.1.1 Detail E connection of angles to beam and gusset plate. 3/22/07 40 Sheet S -12.0 Clarify details noted as 4/S -11. 106.1.1 Elevation B 41 General Submit calculations and details for steel 106.1.1 (Deferred Submittal) stairs. 42 General Submit calculations and details for all light 106.1.1 (Deferred Submittal) gage steel framing. 43 General Submit calculations and details for all 106.1.1 (Deferred Submittal) cladding. DICK'S SPORTING GOODS CITY OF TIGARD BLDG. DEPT. WASHINGTON SQUARE MALL 13125 SW HALL BLVD March 28, 2007 TIGARD, OREGON 97223 SHEET 4 OF 4 PERMIT NUMBER: BUP2006 -00562 MCE Project No. 061265 STRUCTURAL PLAN REVIEW # 5 Plans Dated: 3 -27 -07 Calculations Dated 3 -27 -07 Corr. Item Page No. Comments Code Section Made No. 44 General Special inspection per 1704 for items noted 106.1.1 on Sheet -0.0. 45 General Submit one set of miscellaneous steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 46 General Submit one set of open web steel joist and girders shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 47 General Submit one set of reinforcing steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 48 General Submit one set of steel roof and floor decking shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 49 General Special inspection per 1704 for anchor bolts, epoxy anchors, pier foundation. 50 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 building department. FILE COPY March 29, 2007 MJM Architects Michael J. Knapp 105 Broadway Avenue, 4 Floor Nashville, TN 37201 RE: NEW SHELL BUILDING Project Information Building Permit: BUP2006 -00562 Occupancy Type: M Tenant Name: Dick's Sporting Goods Construction Type: IIB Address: 9400 SW Washington Square Road Occupant Load: 1751 Area: 90,165 Sq Ft Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition; and the State of Oregon Fire Code (OFC) 2004 edition. The submitted plans are approved subject to the following conditions. The Building is an Anchor Store. Exiting is not required through the mall. 1. The main exit shall be provided with signage indicating "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" Section 1003.3.1.8 OSSC 2. All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 1003.3.1.8 OSSC 3. Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 '/a hours of illumination in case of primary power loss. 1003.2.8.5 OSSC. FYI Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. 4. The egress path shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss. 1003.2.9.2 OSSC 5. Provide one 2 -A rated fire extinguisher in the new area. The extinguisher shall be located so that no usable space has a distance greater than 75 feet to the extinguisher. Standard 10 -1, Chapter 3 TVFR99 -01. 6. Deferred submittals will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred. The minimum fee shall be $200.00. Deferred items are listed in STRUCTURAL PLAN REVIEW #5. Special Inspection: Special inspection is required for items listed on sheet S -0.0. The special inspection agency of record shall furnish inspection reports to the Engineer of Record, Larry Joe Griffith, the General Contractor, SD Deacon and the City of Tigard, Building Division, attention Hap Watkins. All discrepancies shall be brought to the immediate attention of the general contractor for correction. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1701.3 OSSC Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy. The Tenant Improvement portion of Dick's Sporting Goods will not receive occupancy until this shell permit has been finaled. American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include all of the requirements of the ADA. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, Brian Blalock, Senior Plans Examiner s 7 gays ro /us b Site Address: 00 t a. i Building Division Transmittal Letter TI;GARD, DATE RECEIVED: TO: � T t� E D DEPT: BUILDING DIVISION RECEIV � 6- .IAN 2 nu FROM: / CITY OF TIGARD BUILDING DIVISION COMPANY: / aV'1 PHONE #.: (D/ `J • By: RE: 6&W.00 (Case c umber, sit- address etc.) _ /� i✓/ /� /Lim �� i i (Project name or subdivision name and l•Anumber) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: (2_ ' Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and /or lateral analysis. Floor /roof framing. Basement and retaining walls. Beam calculations. l Engineer's calculations. © Other (explain): ( 4 ' / ) JC;1 REMARKS: FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: Special Instructions: Reprint Permit (per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Date: Initials: I: Building \ Forms \Letterl'ransmittal.doc 09/22/06 Site Address: 9y00 ws1,\ S Building Division TtIGARD Transmittal Letter h ,, I i ( DATE RECEIVED: TO: \'U 1PvZ21 DEPT: BUILDING DIVISION RECEIVE NOV 2 8 2006 FROM: L1 Sa I v) 5 o ti'1 BUILDING OF IG DIVISION COMPANY: l7 teacoyI PHONE #.: SOS - 2 t By:2 RE: l� P zonCo - 60 5 2_ (Case number, site address, etc.) D - VvQ's\1109 5q i)&/ e (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and /or lateral analysis. Floor /roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other (explain): 54— U c a 1 REMARKS: FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: • Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: Special Instructions: Reprint Permit (per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Date: Initials: I: Building \ Forms \LetterTransmiaal.doc 09/22/06 / $1 - RE_ v /6- L City of Tigard, Oregon 6 13125 SW Hall Blvd. e Tigard, OR 97223 K TZSP { . Vie. al 4 1 1 71 - i; t • December 27, 2006 � ssJJ Vii yyl 4 Rr ,T I,GARD MJM Architects Michael Knapp Broadway Ave. 4 Floor Nashville, TN 37201 RE: DICK'S SPORTING GOODS - NEW BUILDING — REVIEW #1 Project Information Building Permit BUP2006 -00562 Construction Type: 2 -B Tenant Name: Dick's Sporting Goods Occupancy Type: M Address: 9400 SW Washington Square Rd. Occupant Load: ?? Area: 94,154 sq ft Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition and 2004 Oregon Fire Code as amended by TVF&R. The following information is required in order to complete the review. "Construction documents shall be of sufcient clarity to indicate the location, nature and extent of the work proposed and show in detail that it will conform to the previsions of this code and relevant laws, ordinances, rules and regulations (OSSC 106.1.1). The following information is required in order to complete the review." GENERAL. 1. The plans submitted are incomplete missing 23 A pages. Please submit missing pages so review can start. 106 OSSC 2. Provide energy forms as required per chapter 13 OSSC 3. Please provide code analysis of building. Please provide an item by item response. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfull , Val Henzel, Senior Plans Examiner Phone: 503.639.4171 o Fax: 503.684.7297 o www.tigard - or.gov o TTY Relay: 503.684.2772 FILE COPY February 28, 2004 MJM Architects Michael J. Knapp 105 Broadway Avenue, 4 Floor Nashville, TN 37201 RE: RETAIL ADDITION /REMODEL Building Permit: BUP2006 -00562 Occupancy Type: M Tenant Name: Dick's Sporting Goods Construction Type: II -B Address: 9400 SW Washington Square Road Occupant Load: 1751 Area: 90,165 Sq Ft Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition; and the State of Oregon Fire Code (OFC) 2004 edition and is a FIRE - & LIFE - SAFETY REVIEW ONLY. The Structural review is being performed by Miller Consulting Engineers. The following information is required prior to the issuance of the Building Permit. GENERAL 1. Please provide a copy of the UL listed wall assemblies to be used for rated construction or incorporate listing into the plans. 2. Door #105 penetrates stair enclosure #104 and is not identified as a rated door on the door schedule. Please clarify how the integrity of the stair enclosure will be maintained. NOTES ® Under "Miscellaneous ", sheet S -0.0, comment 3 indicates shop drawings to be reviewed by general contractor. Please provide shop drawings with Engineer of record or Architect stamp to the City of Tigard, Building Division for plan review prior to the installation of any products requiring Shop Drawing or Deferred Submittals • Deferred submittals such as Fire Alarm, Fire Sprinkler, Truss Joist Shop Drawings, Steel Stud Framing, will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred. The minimum fee shall be $200.00. Please provide an item by item response that identifies solutions to the plan review questions listed above. Respectfully, Brian Blalock, Building Official / IT AE- Site Address: . r) o Building Division !.JAN 2.: 2007 t rt 3 Transmittal Letter IGARR GIL Ur t lUitt _ _ �• }°,�, - "� • - - a tat � �, � i t . TO: UAL li r-g7r L.. DEPT: BUILDING DIVISION ��1i911Y1 :�1iY 1.11 FROM: H vi_14ei_. 3. 0J4 COMPANY: M.3 H �[(� ►Y r% GT� PHONE # l 4-A � A a RE: 260(v 1JICV`5 -<P rN-) AooiV, (Case number, site address, etc.) r 'Ic(oo Wwsq 6u 'SceoguA (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Z Revisions: I � 2 # 3 4i 0 Gx, r5 Cross section(s) and details. Wall bracing and /or lateral analysis. Floor /roof framing. Basement and retaining walls. Beam calculations. 7_, . Engineer's calculations. Other (explain): 1 REMARKS: , l _ ., gW 'i ' . —'G c _ t A . w ink A Va r 1 , rvuN , 5 1 , 2. , - 3 FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: Special Instructions: Reprint Permit (per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Date: Initials: I: Building \Forms \LetterTransmittal.doc 09/22/06 • TRANSMITTAL MJM Architects 06158 -DSK- Tigard, OR To: Val Henzel From:Mike Knapp City of Tigard MJM Architects 13125 SW Hall Blvd. 105 Broadway Ave. Tigard, OR 97223 Nashville, TN 37201 Ni Phone: (503) 718 -2436 (615) 244 -8170 Date: 1/23/2007 � O� Subject: 06158 -DSK- Tigard, OR - -Code comment repsonse C)\ 4 '0 G We transmit the following: Drawings 0 Change Order 0 Shop Drawing Reproducibies Samples 0 Shop Drawing Prints 0 Product Literature 0 Specifications cg Other: structural calc's For Your: Files Information Use Review Ea Comment Distribution to Others Approval ( Other: Item Qty Date Description 1 1 Copy 1/23/2007 review letter 2 1 Copy 1/23/2007 written response with addendums 1, 2, & 3 3 2 Drawing 1/23/2007 revised drawings (s) Comments Val, We are sending you two sets of revised plans for Dick's Sporting Goods at Washington Square Rd. in Tigard OR. Also we are sending 2 sets of structural calculations along with copies of the origional review letters. If you have any questions please give me a call. Thanks Michael J. Knapp, Project Manager Maxwell Johanson Maher Architects LLC - Digital File Disclaimer Maxwell Johanson Maher Architects LLC. makes no representation or warranties, express or implied, with respect to the reuse of the data provided herewith, regardless of its format or the means of its transmission. The data provided is based on design drawings and may not reflect revisions made during construction of this project. There is no guarantee or representation to the user as to the accuracy, currency, suitability, or reliability of the data for any purpose. The user accepts this data "as is ", and assumes all risks associated with its use. By acceptance of this data, the user agrees not to transmit this data or provide access to it or any part of it to another party unless the user shall include with the data a copy of this disclaimer Maxwell Johanson Maher Architects LLC. assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data. 1 of 1 ,ST R City of Tigard, Oregon o 13125 SW Hal l Blvd. ® Tigard, OR 97223 ; 1 0 wo k lag ‘44 • December 27 2006 . . oig .442., p AO', RECE GA D ; ;��' 0 4. MJM Architects Michael Knapp F ` fi r t }�t-i e Broadway Ave. 4 Floor Nashville, TN 37201 RE: DICK'S SPORTING GOODS - NEW BUILDING — REVIEW #1 Project Information Building Permit: BUP2006 -00562 Construction Type: 2 -B Tenant Name: Dick's Sporting Goods Occupancy Type: M Address: 9400 SW Washington Square Rd. Occupant Load: ?? Area: 94,154 sq ft Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition and 2004 Oregon Fire Code as amended by TVF &R. The following information is required in order to complete the review. "Construction documents shall be of seicient clarity to indicate the location, nature and extent of the work proposed and show in detail that it will conform to the provisions of this code and relevant laws, ordinances, rules and regulations (OSSC 1 06.1.1). The following information is required in order to complete the review." GENERAL 1. The plans subn4itted are incomplete missing 23 A pages. Please submit missing pages so review can start. 106 OSSC 2. Provide energy forms as required per chapter 13 OSSC • 3. Please provide code analysis of building. Please provide an item by item response. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectful) / Val Henze), Senior Plans Examiner Phone: 503.639.4171 e Fax: 503.684.7297 e www.tigard- or.gov 0 TTY Relay: 503.684.2772 Maxwell Johanson Maher January 23, 2007 To: Val Henze], Senoir Plans Examiner City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Re: Code Response, dated January 23, 2007 Dick's Sporting Goods Washington Square Mall Tigard, Oregon MJM Project No. 06158 Building Permit: BUP2006 -00562 Val, The following written response are for Code Comments dated 12/27/06 for the Shell set dated November 15, 2006 of the referenced project. We are sending you 2 sealed sets of plans for you to review and comment. Along with the codes response we are also sending all written narratives and revised plans for addendums #2, 8 4 3 as discussed per our phone conversation. If you have any questions, please give me a call. Thank You, ichael J. Knapp Project Manager Maxwell Johanson Maher Architects Cc. Wendy Nichols, DSK Lisa Terlson, SDD Will Beard, MJM 1 0 5 B r o a d w a y A v e n u e Nashville, Tennessee 37201 615 -244 -8170 Fax 615- 244 -8141 Email:mjm@mjmarch.com http: / /www.mjmarch.com New Building — Review: Response Letter 1. The plans submitted are incomplete missing 23 A pages. Please submit missing pages, so review can start. 106 OSSC. Response: Note "shaded" drawing titles are not included in the Shell Set, they are included in the Tenant Infill Set. See revised T -1.0. 2. Provide energy forms as required per chapter 13 OSSC. Response: since the shell project will include very little interior items, we recommend providing energy forms when submitting T.I. plans. Much of the information required to complete the energy forms does not exist at this time with respect to the shell plans. 3. Please provide code analysis of building. Response: Codes analysis has been provided on sheets LS -1.0 & LS -1.L 4. Occupant Load. Response: First floor = 1207occupants Second floor = 544 occupants Total occupants = 1751 See attached LS -1.0 & LS -1.1 for Plan Review Data. • Structural Plan Review: Response Letter 1. Insufficient information on construction documents. (See partial list of items below). Response: Information has been added to sheet S -0.0 . 2. Diaphragm loads (wind and seismic) and distribution. Response: Additional calculations have been provided See attached 8x10 sheets. 3. Earthquake loads including omega and R factors. Response: Additional calculations have been provided See attached 8x10 sheets. 4. Snow loading. Response: Additional calculations have been provided See attached 8x10 sheets. 5. Loads to existing and new foundations. Response: Additional calculations have been provided See attached 8x10 sheets. 6. State of Oregon uses "The State of Oregon 2004 Structural Specialty Code" with amendments. Response: Done. The General Notes sheet (S -0.0) has been corrected to reflect this. Addendum #1 Write -up Sheet T -1.0 • Revised shell permit set based on P -1 dated 10 -5 -06 • Revised thru DRB 138 • Revised MJM Architect contact • Revised National Vendor #13 to Source One • Added JC Penney and Macy's on Vicinity ant Area Plan • Revised Index of Drawings Sheet LS -1.0 • Added exit and emergency lighting • Labeled exit doors • Shaded items not included in Shell Set • Revised diagonal and max. distances Sheet LS -1.1 • Added exit and emergency lighting • Labeled exit doors • Shaded items not included in Shell Set • Revised diagonal and max. distances Sheet AS -1.0 • Labeled adjacent tenant N.I.C. • Added utility locations • Revised section tags • Added underground storm sewer location connections & added detail 8 /AS- 1.0 Sheet AS -1.1 • Revised section 8 to show underground connection • Detail 13- added dimensions Sheet A -1.0 • Added detail for mall entry • Added section cuts near mall entry • Added section cut thru dock • Noted GC to verify elect. Stub locations • Added door at dock • Added col. Line at dock • Revised section cuts • Added keyed notes • Added section cuts and details at escalators • Revised stair call outs • Added section cuts at faux entry • Moved door on west elevation • Added location of floor outlets to be located in T.I. pkg. • Added detail at adjacent tenant • Added mop sink location Sheet A -1.1 • Added detail for mall entry • Added section cuts near mall entry • Added roof hatch and mop sink • Noted GC to verify elect. Stub locations • Added section cut at dock • Revised section cuts • Added section cuts and details at escalators , • Added col. Line and dimension at escalator • Revised stair call outs • Added section cuts at faux entry • Added/ revised section at adjacent tenant • Added elevation at atrium • Revised detail at faux entry Sheet A -3.0 • Added egress, battery, and fluorescent lighting • Added mechanical duct location • Hatched symbols not used in shell set Sheet A -3.1 • Added egress, battery, and fluorescent lighting • Added mechanical duct location • Hatched symbols not used in shell set Sheet A -4.0 • Revised joist bearing elevations • Revised parapet turn back dimensions • Revised details at roof drains • Revised section cut at clerestory • Added section near faux entry Sheet A -4.1 • Detail 3- Revised notes at roof hatch to note plumbing drawings • Section 4 & 9- Revised cedar heights to match A -8.0, revised dimensions to 1/8" accuracy • Elevations 5 -8- Added Sections 2/A -4.0 and 3/A -4.0, added top of steel height Sheet A -5.0 o Added compactor door o Revised stair numbers on doors 220 & 224 • Revised corridor number for door 105 o Revised door number 119 to mall entry o Revised WD -22 color Sheet A -5.1 • Added door type A o Revised window mullion details to delete information not used in shell pkg. Sheet A -6.0 • Elevation 2- revised section location at front entry, noted entry detail, added control joint note, revised section cut 12/A -9.4, revised existing roof height, revised light at truck dock to match MPE o Elevation 1- revised section location at faux entry, revised enlarged detail call out, moved egress door to match plan, revised existing roof height, added pilaster height o Revised masonry field brick to match Ex. K o Revised clerestory elevation call outs o Detail 7- Added vendor 8 to suppl y faux wide flange, noted field brick, and metal band Sheet A -6.1 o Elevation 3- noted chain link fence at dock, noted brick control joint, revised pilaster height, added adjacent tenant roof height, added gravel stop, revised dock/ floor/ screenwall height o Elevation 2- revised adjacent tenant height, added gravel stop o Elevation 1- revised dock/ floor/ screenwall height; revised column location o Revised clerestory elevation tags Sheet A -7.0 o Elevation 2- Revised section cut at metal band, revised brake metal call out, revised canopy to show section o Plan 1- Added storefront call outs, revised locations of RWLs, dimensioned pilaster, added detail at pilaster, added vestibule mat Sheet A -7.0A o Elevation 2- Revised section cut location, revised column dimensions to match plan, deleted lights at columns, deleted canopy height, noted 9C, noted field/ accent brick • Plan 1- Noted column line A, revised section cut at pilaster, added column tags, added storefront notes • Added note 9E to exterior materials list • Sheet A -7.1 • 1/A7.1 -Added section cut 2A/A9.5 • 1/A7.1 -Added man door at dock • 1/A7.1 -Revised trench drain per DRB 0151 • 2/A7.1 -Revised trench drain per DRB 0151 Sheet A -7.2 • 1/A -7.2 - Added door tag to Mech. Room 11, added T.S. note., clarified dimension at Col. 5/H • 2/A -7.2 - Deleted sump pit from 2" floor elevators, added T.S. note, clarified dimensions at Col. 5/H • 3/A -7.2 - Deleted Col. Line B.5 and added B.6. • 4/A -7.2 - Deleted ceiling in Mech. Room., changed second floor Janitor closet to MDF /AV room., added column line for column tag C. • 7/A -7.2 - Revised column line B.5 to B.6 • 10/A -7.2 - Revised column line B.5 to B.6 Sheet A -7.3 • 1/A -7.3 - Revised plan to show moved door location • 1/A -7.3 - Revised notes and dimensions with new door location • 2/A -7.3 - Revised plan to show moved door location • 2/A -7.3 - Revised notes and dimensions with new 1 floor door location • 3/A -7.3 - Revised section to match cut • 3A/A7.3 -Added section • 4/A -7.3 -Added exterior wall fmishes to section • 5/A -7.3 - Mirrored detail • 8/A -7.3 - Revised section and callouts to match plan Sheet A -7.4 • 1/A7.4 - Changed detail tag to 3A/A7.3 • 2/A7.4 -- Changed detail tag to 3A/A7.3 • 3/A7.4 - Added section cut 3A/a7.3 • 4/A7.4 - Added section cut 3A/a7.3 • 5/A7.4 - Added section cut 3A/a7.3 • 6/A7.4 - Added section cut 3A/a7.3 Sheet A -8.0 • Section 1- Added detail callouts at atrium, added column B.6, added section cuts thru atrium, noted metal bands at cedar, revise heights of storefront at clerestory to match sections, added gravel stop • Section 2- Added details and section cuts at escalator, added cedar band details, added section cut, revised cedar band locations, added gravel stop • Section 4- Added height of top of masonry, revised clerestory section detail, revised section cut, revised clerestory elevation heights • • Deleted elevation 5- added information to elevations • Elevation 6- Added section cut, noted center line of metal post • Section 8- Added gravel stop Sheet A -9.0 • 1 /A9.0 — Added detail tag 3A/A9.0 • 1 /A9.0 — Added detail tag 6/A9.0 • 3A/A9.0 —Added enlarged section Sheet A -9.5 • 1/A9.5 — Revised joist girder location, added stiff. plate, added metal studs • 2/A9.5 — Revised joist girder location, added stiff. plate, added metal studs • 2a/A9.5 — Revised joist girder location, added stiff. plate, added metal studs • 3/A9.5- Revised connection at floor slab/ CMU; added metal angle and dowels Sheet S -0.0 • Changed seismic data note 8 in the miscellaneous section Sheet S -1.0 • New columns at existing cmu wall — C -6 & D -6 • New grade beam details at truck pit • Added note to clarify legend Sheet S -1.2 • Added details 3 & 4 Sheet S -2.0 • Added sections at joist girder bearing sections at existing cmu wall • Moved section cuts at elevator bay to clarify • Changed beam sizes at truck dock and new second floor beams. • Corrected direction of section cuts at front canopy Sheet S -3.0 • Changed beam sizes at truck dock • Added beam sizes and dimensions on column line 1 • Edited note 3 • Added point loads on joist girders Sheet S -3.1 • Errant marks removed • Corrected dimensions - line E through J Sheet S -4.0 • Corrected elevation callout B /S -4.0 Sheet S -5.1 • Changed t.o.s. elevation for new second floor beams to t/slab, joist/deck bearing changed —1,2 & 4/S -5.1 • Deck bearing changed 3/S -5.1 at second floor Sheet S -5.2 • Callouts at joist reinforcement edited —10,11 & 12/s -5.2 • Changed t.o.s. elevation for new second floor beams to t/slab, deck bearing changed — 1/S-5.2 Sheet S -6.0 • Section 1 edited Sheet S -7.0 • Perimeter beam shown in detail 2/S -7.0 Sheet S -8.0 • Added closure plate Sheet S -9.1 • Note edited in section 1 /S -9.1 Sheet S -10.0 • Note corrected in details D & F/S -10.0 Sheet S -11.0 • Removed note from previous release in details A & 2/S -11.0 • Added detail H/S -11.0 Narrative for: Addendum #2, dated January 16, 2007 Changes made per Dicks Sporting Goods are bubbled "2" Addendum #1 Write -up Sheet T -1.0 • Revised National Account Vendor's list per DSG Narrative for: Addendum #3, dated January 18, 2007 Changes made per Dicks Sporting Goods are bubbled "3" Architectural Addendum #3 Write -up Sheet T -1.0 • Updated drawing index • Added note for shell plans per code comments labeled "cc" Sheet LS -1.0 • Added code analysis per code comments labeled "cc" Sheet LS -1.1 • Added code analysis per code comments labeled "cc" Sheet A -6.0 • Revised elevations 1 & 2 Sheet A -7.0A • Added section 3/A -7.0A Sheet A -9.1 • Revised section 3/A -9.1 to show EIFS detail • Revised detail 6/A -9.1 to show EIFS detail Sheet A -9.4 o Revised section 2/A -9.4 to show EIFS detail Structural Addendum #3 write -up Sheet S -0.0 o In miscellaneous section note 1 changed (IBC 2000 Building code.) to say (state of Oregon 2004 Structural specialty code with amendments) o In note 7 removed (wind load 100 Mph) © Inserted a new note (8) for wind load and wind load exposure factors and loads. o Changed the seismic data and revised it per codes. (old note number 8 becomes note number 9) o Added the minimum allowable bearing pressure for the drilled piers in note 12 (now note number 13). • Renumbered the rest of the notes in the section to be sequential. o Added revision number to the title page. Sheet S -1.0 o Removed Grade Beams in the following locations and from the grade beam schedule too: o Grade beam col. line B.8 bet. col. line 2.8 and 4.4 o Grade beam col. line C bet. col. line 2.8 and 4.4 o Grade beam col. line E bet. col. line 2.8 and 4.4 o Grade beam col. line F bet. col. line 2.8 and 4.4 o Grade beam col. line G bet. col. line 2.8 and 4.4 o Grade beam col. line 2.8 bet col. line B.8 and C, and bet col. line F.6 and J5 o Grade beam col. line 3.5 bet col. line B.8 and C, and bet col. line F.6 and J5 o Grade beam col. line 4.4 bet col. line B.8 and C, and bet col. line F.6 and J5 o Added Pier and pier caps in the following locations and , added a pier number to the column number, and changed their elevation to (- 0' -10 "): o At col. 3B, 3C, 3E, 3F, 3G o At col. 4B, 4C, 4E, 4F, 4G • Sheet S -1.1 ® Added a section cut for section 5 at column A2. ® Changed the top of pier cap elevation to (- 0' -10 ") in the following locations: o At col. C -1, B.1 -1, (piers to the left and right of A -1), D -1. D -0.2, E -1, E -0.2, F -1, and G-1. o (For piers to the left and right of A -2), A -3.1, and A -3.9 o At col. B.6 -4.8, B.6 -5.2, and B.6 -5.7 Sheet S -1.2 o Added detail 5/S -1.2 to the sheet Sheet S -5.2 ✓ Replaced the joist seat in section 1 at the new second floor beam and added an enlarged detail for the new seat. Sheet S -8.0 • Replaced the footing for columns C, E, and F, in section (1/S8.0) with a pier and a pier cap. Sheet S -9.0 • Replaced the pedestal for columns at either sides of the escalator with a 24" wide pedestal and a pier cap over the pier. FILE Copy November 29, 2006 Miller Consulting Engineers 9570 Barbur Boulevard Portland, OR 97219 RE: PERSONAL SERVICES CONTRACT Project Information Tenant Name: Dick's Sporting Goods Occupancy Type: M Building Permit: BUP2006 -00562 Construction Type: IIB Address: 9400 SW Washington Square Road Stories: 2 Area: 94,285 Sq Ft To whom it may concern, Please review the accompanying structural plans for compliance with the Oregon Structural Specialty Code, 2004 edition. Enclosed are full size plan sheets, structural calculation, geotechnical report and a copy of the permit application. Assess your review fee based on 85% of the structural plan review fee per the Personal Service Contract. Structural review fee: $11,998.09 Please contact the applicant for review questions and copy the City of Tigard with all correspondence. If you need additional information please call me at 503 - 718 -2759. • Respectfully, Brian Blalock, Plans Examination Supervisor / 5 ' $7,O 7(4ZA ( ) E l/ /EL(' DICK'S SPORTING GOODS CITY OF TIGARD BLDG. DEPT. WASHINGTON SQUARE MALL 13125 SW HALL BLVD DECEMBER 22, 2006 TIGARD, OREGON 97223 SHEET 1 OF 1 PERMIT NUMBER: BUP2006 -00562 061265 STRUCTURAL PLAN REVIEW # 1 Plans Dated: 11 -15-06 Corr. Item Page No. Comments Code Section Made No. 1 Insufficient information on construction 106.1.1 documents. (See partial list of items below) 2 Calculations Diaphragm Toads (wind & seismic) and 1603.14 distribution 1603.15 3 Calculations Earthquake loads including omega and R 1617 factors 4 Calculations and Snow loading. 1608 Sections A -9.1 5 Calculations and Loads to existing and new foundation. 106.1.1 Sheets S -1.0, S -1.1, S- 1.2 �' 6 Sheet S -0.0 State of Oregon uses "The State of Qrr�gon Miscellaneous Item 1 2004 Structural Specialty Code" vh' amendments. 7 n 8 � 10 11 12 13 14 15 DICK'S SPORTING GOODS CITY OF TIGARD BLDG. DEPT. WASHINGTON SQUARE MALL 13125 SW HALL BLVD DECEMBER 22, 2006 TIGARD, OREGON 97223 SHEET 1 OF 1 PERMIT NUMBER: BUP2006 -00562 061265 STRUCTURAL PLAN REVIEW # 1 Plans Dated: 11 -15-06 Corr. Item Page No. Comments Code Section Made No. 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 General Submit one set of ........shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City DICK'S SPORTING GOODS CITY OF TIGARD BLDG. DEPT. WASHINGTON SQUARE MALL 13125 SW HALL BLVD DECEMBER 22, 2006 TIGARD, OREGON 97223 SHEET 1 OF 1 PERMIT NUMBER: BUP2006 -00562 061265 STRUCTURAL PLAN REVIEW # 1 Plans Dated: 11 -15 -06 Corr. Item Page No. Comments Code Section Made No. of before placement. 31 General Submit one set of .... metal shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of before placement. 32 • Site Address: Ci'* ,c( wc„ R yv .....„._ j r ) -' ,,,,,,, ir,„ ,i h. li, Building Division a• is R fli P Transmittal Letter - 1-1GARLY C A„ L DATE RECEIVED: TO: 1 Y .off DEPT: BUILDING DIVISION RECEIVED C '0. MAR 21 2007 FROM: AS L M OAS CITY OF TIGARD COMPANY: BUILDING DIVISION PHONE #.: lO 16 - aLi Li - 8 70 B R ( RE: - &) l aO O(o — 7 -- (Case number, site address, etc.) ( -> Sl (Project name or subdivision name a lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and /or lateral analysis. Floor /roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other (explain): ,, I REMARKS: �� /Li CO FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: $ $ $ $ $ Special Instructions: Reprint Permit (per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Date: Initials: (: Building\ Forms \Ltr- Transmittal.doc 02 /20/07 „TRANSMITTAL Page 1 of 1 TRANSMITTAL MJM Architects 06158-DSK-Tigard, OR To: Brian Blalock From:Carissa Harper City of Tigard MJM Architects 13125 SW Hall Blvd. 105 Broadway Ave. Tigard, OR 97223 Nashville, TN 37201 Phone: (503) 718-2448 (615) 244-8170 R ECEI VE Date: 3/20/2007 MAR Subject: 06158-DSK-Tigard, OR--Drawings CI TY OF r SU/ WING IGARD We transmit the following: DIVISION t.:) Drawings Q Change Order 0 Shop Drawing Reproducibles o Samples Q Shop Drawing Prints Q Product Literature 0 Specifications 0 Other: For Your: 0 Files et Information a Use 0 Review Q Comment 0 Distribution to Others 0 Approval 0 Other: Comments Enclosed are one set of plans. If you have any questions call Larry in our office. Thank you (9p 5 ha5 bee'i Carissa Harper J (re6h 7 ga ile file://CATempHtmlUmpl.HTML 3/20/2007 Z NP grfiv c ir L ) l DICK'S SPORTING GOODS CITY OF TIGARD BLDG. DEPT. WASHINGTON SQUARE MALL 13125 SW HALL BLVD FEBRUARY 12, 2007 TIGARD, OREGON 97223 SHEET 1 OF 1 PERMIT NUMBER: BUP2006 -00562 061265 STRUCTURAL PLAN REVIEW # 2 Plans Dated: 1 -18 -07 Calculations Dated 1 -23-07 Corr. Item Page No. Comments Code Section Made No. 1 Insufficient information on construction 106.1.1 documents. (See partial list of items below) 2 Calculations Diaphragm Toads (wind & seismic) and 1603.14 distribution 1603.15 3 Calculations Earthquake Toads including omega and R 1617 factors 4 5 6 T A 6 t-)E - D 7 �O LL-ow C.) ()f Di 4. $ (bIJEC of FIVA C C AJ Vaz-5 A2 1 15 - 17) 9 G J i T ` 7 ex p a r,a» i d 10 u/c- L r o/upc-n.5)4,up rt/c- 11 12 13 14 15 1 ‘ Site Address: y _ rm Building Division s. o T L' _ A „,. Transmittal Letter • .%.,-- d d .£. by' S D 4)±1W (tl . r i_ TO a � .. � :.._ DEPT: BUILDING DIVISION 2 8 2001 FROM: r r �r � � h (a Ur u u Li 6 y!: ntni COMPANY: MG N\ A vo . PHONE #.: (Ofd - 9)(4)” 7W C: . )U /} ) RE: VDU ? 2 oao co (5 (0`b (Case number, site address, etc.) ) ‘6 1'' S 1 GQS (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and /or lateral analysis. Floor /roof framing. Base_ walls. Beam calculations. En eer's calculations. Other (explain): ` - 'L&C x S PlAiGi5 w bi gctt Yh I t12✓) j2+5 . REMARKS: FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: . $ $ $ $ $ Special Instructions: Reprint Permit (per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Date: Initials: I:Building\ Forms \l,tr- Transmittal.doc 02/20/07 TRANSMITTAL MJM Architects 06158 -DSK- Tigard, OR To: Brian Blalr ck From:Carissa Harper City of Tigard MJM Architects 13125 SW Hall Blvd. 105 Broadway Ave. Tigard, OR 97223 Nashville, TN 37201 Phone: (503) 718 -2448 (615) 244 -8170 Date: 3/12/2007 Subject: 06158 -DSK- Tigard, OR-- Drawings We transmit the following: Drawings 0 Change Order 0 Shop Drawing Repro #ducihles Samples 0 Shop Drawing Prints 0 Product Literature O Specifications 0 Other: For Your: Q Files 0 Information 0 Use kg Review 0 c :�;r:;er�` g Distribution to Others CI Approval 0 Other: Rem Qty Date Description 1 2 Set(s) 3/12/2007 Structural Steel Comments Enclosed are 2 sets Structural Steel Drawings. Please distribute to Ray Miller per his request. If you have any questions please contact Mike Knapp in our office. Thank you Carissa Harper Maxwell Johanson Maher Architects LLC - Digital File Disclaimer Maxwell Johanson Maher Architects LLC. makes no representation or warranties. express or implied. with respect to the reuse of the data provided herewith. regardless of its format or the means of its transmission. The data provided is based on design drawings and may not reflect revisions made during construction of this project. There is no guarantee or representation to the user as to the accuracy. currency. suitability. or reliability of the data for any purpose. The user accepts this data as is ". and assumes all risks associated with its use. By acceptance of this data. the user agrees not to transmit this data or provide access to it or any part of it to another party unless the user shall include with the data a copy of this disclaimer Maxwell Johanson Maher Architects LLC. assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data. 1 of 1 ` w M i ' vs! e h g:jl " s o ;n i 41 JF e c March 9, 2007 _ "= Mr. Brian Blalock E3125 SW Hall Blvd. 9 Tigard, OR 97223 . ���� rp, nrl.r 6 l Re: Bulletin #2, dated March 9, 2007 ''t. 1 �1.' Dick's Sporting Goods 9400 SW Washington Square Road Tigard, OR MJM Project No. 06158 Dear Mr. Blalock, The following written narrative are for Code comments dated Feb. 28, 2007. These explanations correspond to the enclosed full sized replacement sheets to the initial Shell Set of 11/15/06, with drawing revisions clouded, and delta flagged "B2" for reference. If you have any questions, please call. Thank ou, ichael J. Knap Project Manager Maxwell Johanson Maher Architects • 105 Broadway Avenue Nashville, Tennessee 37201 615- 244 -8170 Fax 615- 244 -8141 Email:mjm @mjmarch.com http: / /www.mjmarch.com • CODE COMMENTS 1. Please provide a copy of the UL listed wall assemblies to be used for rated construction or incorporate listing into the plans. , Response: Per our phone conversation we our sending 8 '/z x11 sheets with UL assemblies. 2. Door #105 penetrates stair enclosure #104 and is not identified as a rated door on the door schedule. Please clarify how the integrity of the stair enclosure will be maintained Response: Door #105 has been changed to a rated door on Sheet A -5.0 (schedules and notes plan). ti Bulletin B2 Narrative Sheet T -I.0 — Added Bulletin B2 to cover sheet. SheetA -1.0 —Added dimension between column (J) and (L.3) SheetA -5.0 — Revised rating of door #105 to be a rated door. Sheet A- Z 1- 1/A7.1 Added column line and column tags at dock 105 9/A7.1 Added column line and column tags at dock leveler enlargement. Sheet A -Z2 — 1 /A7.2Added note: See elevator manufacturer for size of sump pit. 2 February 28, 2004 MJM Architects Michael J. Knapp 105 Broadway Avenue, 4 Floor Nashville, TN 37201 RE: RETAIL ADDITION /REMODEL Building Permit: BUP2006 -00562 Occupancy Type: M ;Tenant Name: Dick's Sporting Goods Construction Type: II -B Address: 9400 SW Washington Square Road Occupant Load: 1751 Area: 90,165 Sq Ft Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition; and the State of Oregon Fire Code (OFC) 2004 edition and is a FIRE - & LIFE - SAFETY REVIEW ONLY. The Structural review is being performed by Miller Consulting Engineers. The following information is required prior to the issuance of the Building Permit. GENERAL 1. Please provide a copy of the UL listed wall assemblies to be used for rated construction or incorporate listing into the plans. 2. Door #105 penetrates stair enclosure #104 and is not identified as a rated door on the door schedule. Please clarify how the integrity of the stair enclosure will be maintained. NOTES o Under "Miscellaneous ", sheet S -0.0, comment 3 indicates shop drawings to be reviewed by general contractor. Please provide shop drawings with Engineer of record or Architect stamp to the City of Tigard, Building Division for plan review prior to the installation of any products requiring Shop Drawing or Deferred Submittals o Deferred submittals such as Fire Alarm, Fire Sprinkler, Truss Joist Shop Drawings, Steel Stud Framing, will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred. The minimum fee shall be $200.00. Please provide an item by item response that identifies solutions to the plan review questions listed above. Respectfully, Brian Blalock, Building Official TRANSMITTAL MJM Architects 06158 -DSK- Tigard, OR To Brian Blalock From:Mike Knapp '1 "' : ; City of Tigard MJM Architects 13125 SW Hall Blvd. 105 Broadway Ave. ' r 9 ?00, TN 37201 Tigard, OR 97223 Nashville, 11 1 Phone: (503) 718 -2448 (615) 244 -8170 f r- f `�}\' t tr/ k "4 ,7ty Date: 3/9/2007 Subject: 06158 -DSK- Tigard, OR - -Code Comments • We transmit the following: Drawings 0 Change Order 0 Shop Drawing Reproducibles Samples 0 Shop Drawing Prints 0 Product Literature 0 Specifications 14 Other: u.I assemblies • For Your: Files Information Use Review Comment 0 Distribution to Others Approval 0 Other: item Qty Date Description 1 1 Copy 3/9/2007 original code comment letter 2 1 Copy 3/9/2007 Codes response letter 3 1 Copy 3/9/2007 U.L. Assemblies fore wall legend 4 1 Drawing 3/9/2007 revised sheets bulletin b2 (s) Comments Brian, Please see enclosed revised plans per your comments on Feb 28, 2007. Included are: two sets of revised plans ( code comments and Bulletin B2 ), two sets of U.L. Assembilies for wall legend, two sets of code response letter, and copy of original code comment letter. Maxwell Johanson Maher Architects LLC - Digital File Disclaimer Maxwell Johanson Maher Architects LLC. makes no representation or warranties, express or implied, with respect to the reuse of the . data provided herewith, regardless of its format or the means of its transmission. The data provided is based on design drawings and may not reflect revisions made during construction of this project. There is no guarantee or representation to the user as to the accuracy, currency, suitability, or reliability of the data for any purpose. The user accepts this data "as is ", and assumes all risks associated with its use. By acceptance of this data, the user agrees not to transmit this data or provide access to it or any part of it to another party unless the user shall include with the data a copy of this disclaimer Maxwell Johanson Maher Architects LLC. assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data. 1 of 1