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Permit / ,,c cf�� ; BUILDING PERMIT ' '� � " ITY TI � ® PERMIT #: BUP2007 -00181 I ' ° , COMMUNITY DEVELOPMENT DATE ISSUED: 5/30/2007 ; TIGARD 13125 SW Hall Blvd Ti OR 97223 503 "' PARCEL: 1S12600-00300 SITE ADDRESS: 09402 SW WASHINGTON SQUARE RD ZONING: C -G SUBDIVISION: WASHINGTON SQUARE LOT: JURISDICTION: TIG PROJECT: DICK'S SPORTING GOODS Project Description: TI REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: ALT FIRST: 51,646 sf N: S: E: W: TYPE OF USE: COM SECOND: 38,519 sf PROJECT OPENINGS? TYPE OF CONST: 2N : 90,165 sf N: S: E: W: OCCUPANCY GRP: M TOTAL AREA: 180,330 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: 1,751 BASEMENT: sf AREA SEP. RATED: STOR: 2 HT: ft GARAGE: sf OCCU SEP. RATED: BSMT ?: MEZZ ?: REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: Y SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : Y HNDICP ACC:Y BEDRMS: BATHS: IMP SURFACE: PRO CORR: Y PARKING: VALUE: $ 2,755,000.00 Owner: Contractor: WASHINGTON SQUARE LLC SD DEACON CORPORATION (134328) BY THE MACERICH COMPANY PO BOX 25392 9585 SW WASHINGTON SQUARE RD PORTLAND, OR 97298 TIGARD, OR 97223 Contact #: PRI 503 - 297 -8791 Phone: FAX 503 - 297 -8997 Reg #: LIC 134328 FEES Description Date Amount REQUIRED ITEMS AND REPORTS [BUPPLN] Pln Rv 3/27/2007 $5,863.13 [FLS] FLS Pin Rv 3/27/2007 $3,608.08 [BUILD] Permit Fee 5/30/2007 $8,870.60 [TAX] 8% State Surcha 5/30/2007 $709.66 (additional fees not listed here) Total $22,357.47 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952 - 001 -0100. You may obtain a copy of these rules or direct questions to OUNC by calling 503.246.6699 or 1.800.332.2344. - Issued ; ,: i7 i!/1 / , ,�L Permittee Signature Ait _ / Call 503.639.4175 by 7:00 a.m. for an inspection that business day. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. '0(e__/, 1 5 Gd .k3.Neo c0tS Site Address: 9i./ &)/9--dg . , 4 b ,.�. h : Building Divisio 4. tiMiti A,� *" Transmittal Letter � "T � IGARD: 1"� -` (0 0 00.ailb n n ` r ' DATE '4 CEIVED: TO: I "I x k VQ alp me hu_ m DEPT: BUILDING DIVISION , RECEIVED DEC 0 5 2007 FROM: 5 k1C1 wY\ aur e.■4 , CITY OF TIGARD COMPANY: 5. 0. a Deck_C_a �n C0. 1r p 'UILDING bIV,SION PHONE #.: 563 - - 769 - 779 3 By: g RE: Pei rm #- 1 b ' 6618I (Case number, site address, etc.) ,,;t PA. * ` / / . . - Q (Project n or subdivision"name and lot nu t -r) ATTACHED ARE THE FOLLO ITEMS: /,`v Copies: Description: ;;'' N, Copies: Description: Additional set(s) of plans. ''' Revisions: Cross section(s) and details. \ w, Wall bracing and /or lateral analysis. Basement and retaining Floor /roof framing. �;: g walls. Beam calculations. \; vZ Engineer's calculations. TI 8lq Other (explain): T1 3 a 1 eh Yl'• tic:it ei vuelf, REMARKS: i ^P._. - F I n + 0 ' ?rev )01.-41, y s ►�b m ►N-e A Tl !, t - 1 pond T1 F 18 ` . / `l3 ) �/ '' FOR OFFICE USE ONLY to.4re Technician: Date: /„.V6 7D 7 \Initials: (\4,4 Fees Due: Eyes ❑ No , Fee Description: Amount Due: f A y \: () .A►'s fA sr ,�,,...;� ` LA„..) lxEw $ \�, r"I - - s- Nor r. N T t/LE D $ ; : y''- $ \ ,. $ `, $ Special c h./AS t p.rrzer- Fh Ai Tern; n F p-rc k - ti e. "`ti Instructions: Reprint Permit (per PE): ❑ Yes E. No ❑ Done Applicant Notified: Date: !a /T%7 c i.• G - ,,, _„ InitialsCG, fo I:Building \Forms \L,tr- TransmittaLdoc 02 /20/07 .'4.c - Li (,93rt -std Building Permit Application - FOR OFFICI USE ONLY a� ,� a . _ o7-00� / City of Tigard Date /B i Permit No.: 13125 SW Hall Blvd., Tigard, OR 97223 � f Al Plan Revie . " 7∎ �.'J ' � Q Other Permit Phone: 503.639.4171 Fax: 503.598.1960wl� (A / Date /By: Inspection Line: 503.639.4175 � •I I Date Ready : y: / �' la See Attached Checklist for Internet: www.ci.tigard.or.us �i.t t art 1. 1., .otified /Method: j 9/ /( Supplemental Information o r. =� Il i w Mtk.G TYPE OF WORK REQUIRED D AND 2- FAMILY DWELLING ® New construction ❑ Demolition Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all ® Addition/alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. Valuation: $ ❑ 1- and 2- family dwelling ® Commercial /industrial ❑ Accessory building ❑ Multi- family Number of bedrooms: ❑ Maste builder ❑O ther: Number of bathrooms: ? 0— JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address94OO V Washington Square Rd. New dwelling area: square feet City /State /ZIP: Portland, OR 97223 Garage /carport area: square feet Suite/bldg. /apt. no.: Project name: Dick's Sporting Goods Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST Subdivision: I Lot no.: Permit fees* are based on the value of the work performed. Tax map /parcel no.: Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the DESCRIPTION OF WORK work indicated on this application. Tenant Improvement Permit Valuation: $$2,755,000.00 Existing building area: square feet New building area: 90,165.18 square feet ® PROPERTY OWNER ❑ TENANT Number of stories: 2 Name: Washington Square LLC Type of construction: lI -B Address: 9585 SW Washington Square Rd. Occupancy groups: City/State /ZIP: Tigard, OR 97223 Existing: Phone: (425)869 -2640 Fax: ( ) New: Group NI ® APPLICANT ❑ CONTACT PERSON NOTICE Business name: MJM Architects All contractors and subcontractors are required to be Contact name: Michael J. Knapp licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: 105 Broadway Ave. 4 Floor jurisdiction in which work is being performed. If the City /State /ZIP: Nashville, TN 37201 applicant is exempt from licensing, the following reasons apply: Phone: (615) 244 -8170 Fax: : (615) 844-8141 E -mail: m.knapp @mjmarch.com CONTRACTOR Business name: SD Deacon Corporation BUILDING PERMIT FEES* Address: P.O. Box 25392 Please refer to fee schedule. City /State /ZIP: Portland, OR 97298 - Fees due upon application $9,471.21 Phone: (503) 297 -8791 Fax: (503)297 -8997 CCB lic.: 3 l q 39, k / Amount received / �� Date received: Authorized signature:, i This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name: Michael J. Knapp ' Date: 3 -26 -07 * Fee methodology set by Tri- County Building Industry Service Board. i:\ Building \Permits\BUP- PermitApp.doc 1203 440- 4613T(11i02 /CO.WWEB) May 25, 2007 RE: DICK'S SPORTING GOODS TENANT IMPROVEMENT Project Information Building Permit: BUP2007 -00181 Construction Type: IIN Address: 9402 Washington Sq. Occupancy Type: M Area: 90165 sq. ft. Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; 2007 Oregon Fire Code 1) All improvements made to the building shall be inspected prior to covering. 2) Make approved set of plans available for all inspections. FIRE LIFE AND SAFETY / GENERAL The main exterior door or doors are permitted to be equipped with key - operated locking devices from the egress side provided: 1. The locking device is readily distinguishable as locked, 2. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REM: -SIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background. (Sec. 1008.1.8.3) All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (Sec. 1008.1.8) Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. (Sec. 1011.1) Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 '/2 hours of illumination in case of primary power loss. (Sec. 1006.3) FYI Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. 6 vO/ 5 The means of egress 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. (Sec. 1006.2) Live Loads Posted: The live loads for which each floor has been designed to exceed 50 psf shall be conspicuously posted by the owner in that part of each story in which they apply, using durable metal signs, and it shall be unlawful to remove or deface such notices. The occupant of the building shall be responsible for keeping the actual load below the allowable limits. (1603.3 OSSC) 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. (106.3.1 OSSC) Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy (109.1 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. • espectfully, tr / 'i an Nelson Senior Plans Examiner 3or:2 Zci7 t /6I Maxwell Johanson Maher h,y "iz Mayl 21, 2007 To: Dan Nelson City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Re: Bulliten #2, dated May 21, 2007 Dick's Sporting Goods Washington Square Mall Tigard, Oregon MJM Project No. 06158 Mr. Nelson The following is a written narrative for Code Comments from the City of Tigard, DRBs (Dick's Revision Bulletins) and contractor RFI's labeled "B2" (Bulletin 2 ). We are sending two sets of only the revised plans per your request. Code Comment #2 "provide listing numbers for all firewalls" is provided on 8 '/2 xll sheets per your request. Code Comment #I 6 #3 are responded to below in the written narrative. If you have any questions, please give me a call. Thank ou, Michael J. Krupp Project Manager Maxwell Johanson Maher Architects Cc. Wendy Nichols, DSK Lisa Terlson, SDD Shawn Carey, SDD 105 Broadway Avenue Nashville, Tennessee 37201 615- 244 -8170 Fax 615- 244 -8141 Email:mjm @mjmarch.com http: / /www.mjmarch.com . g o 1 Narrative for: Bulletin #2, dated May 21, 2007 Architectural Bulletin #2 Write -up Sheet T -1.0 • Updated drawing index Sheet LS -1.0 • Revised Occupancy group B 4S• 1 Sheet LS -1.1 • Revised Occupancy group B to 2-''a Sheet A -1.0 • Response to Codes Comment #2 —We are providing two sets of 8 'h x 11's with U.L. listings for rated on plans sheets (LS -1.0, LS -1.1, A -1.0, A -1.1) See attached sheets. • Revised electrical room per RFI #56 Sheet A -1.1 • Revised restrooms per Code Comment #3 — Added one water closet in the womens room #203 and one water closet in the mens room #202 per chapter 29 of the 2004 Oregon Structural Specialty code. Sheet A -3.1 • Added additional section cuts for soffit at golf area. • Revised ceiling at restroom area. Sheet A -12.6A • Added additional details and calculations per Code Comment #1 Sheet A -12.11 • Updated bathroom plan details 1 and 2 and Elev's 4 and 9 per Code Comment #3 60ezex■ Mechanical H -1.0 • Relocated Transfer Grill per floor plan update. H -1.1 • Updated Golf Shop per floor plan update. • Updated Office Area per floor plan'update. Plumbing P -1.0 • Added Water Heater and Piping to Mop Sink in Stock 115. • Added Pumps to Escalators. • Piped Escalator Pumps to new Floor Drain in Storage 107A. P -2.0 • Updated Office Area per floor plan update. P -4.0 • Updated risers per changes made to floor plans. Electrical E -1.0 • Moved lighting at Column 6 and changed lighting fixture letters in Nike shop area. • Added and Adjusted lighting in Nike shop area, per G.E. lighting changes. ave2007 )1 f E -1.1 • Adjusted lighting circuiting in office area, per floor plan changes. • Added exit signs in office area. E -2.0 • Deleted Keyed Note 15 for floor receptacles in exercise area, which eliminated one floor receptacle per location. • Added water heater to Stock Room 115. • Added sump pumps to escalators. • Changed exercise area floor receptacle circuit number. • Changed Keyed Note 14 to include all floor receptacles in exercise area. • Added sump pump control panels to existing MDF, A.V., Data Room Detail. • Changed Keyed Note 15 to not used. • Changed symbol for temporary cash wrap to two floor mounted duplex receptacles. E -2.1 • Adjusted the electrical in the office area, and restrooms, per architectural floor plan changes. • Adjusted receptacles and dimensions for floor receptacles at the Tackle counter, per DRB 172. • Added receptacle for PVM in Golf Department. 3ue2cio'i- 6011 E -3.0 • Deleted the general accessories pad from detail 7, the electrical for this area is now shown on drawing E2.0. E -4.0 • Added fixture U1 to fixture schedule, which indicates fixtures to be mounted at 25'above finished floor. • Deleted symbol from symbol list pertaining to floor box • Added the note for isolated ground to the floor receptacle in the symbol list. E -5.0 • Added the escalator sump pump panels to Panel D2. • Added water heater to Panel B 1 and made receptacle changes to the panel. • Added PVM receptacle circuit to Panel D2. • Deleted two circuits from Panel IG. • Added circuit and changed circuit number loads per G.E. lighting changes to Panel Al. E -7.1 • Adjusted data jacks in office area, per architectural floor plan changes. a 1 E -8.1 • Adjusted the audio - visual fire alarm device in corridor 233, per architectural floor plan changes. • Adjusted the location of the visual only fire alarm device in the restrooms, per architectural floor plan changes. E - 9.1 • Adjusted security equipment in Cash Rm. and Count Rm., per architectural floor plan changes. E - 11.1 • Adjusted locations of volume control speakers in office area and horn speaker in Stockroom 216, per architectural floor plan changes. --:), ..(7:- ,/:: _. • .7 ,„- .,-;,,,-, ,.--/-ii 07 .,..,___„,, ..,_,,., r - i . ,'( 4 •.,: i • \ , /./,,,:;/' .- (. .',..:• / • .... ____,... .. '' . T _I- n le k- i or 0 , i- 1-- i ,-, ; y - 1 V ) 1 1 1 1 1 1 1 1 1 1 I 1 1 ii 1 ..._ ' ■ • 1 ; , • 1 - u\ (i.., • t j ! - I i ....._..... ..... 3,..... I ,. . i .. c . 11 \--, t ' ""'•••„.. '. '', _Li ti e d tv i 0• ' ( • ..t. . .0 _5 -? .-. Ell t' - s...1 ) (3, ey ,, •- ,.c r ,,,f ‘t .,.,, ). /6 t-rof5L-tv ) ---, r.--- --1 I - #' 1 - 117 .3 c 4-o (R (-- C(4 / S p. ), -zx,5 tr 0-1 5: fr/rd S-. 7: ' 41-:°: .? I t '''" - .. /. <, ,,, 1 - i --- .0 2 A , ... : .- C - - fuf a V - 4- fzz:ri • luf -7. 1 f /,,C,' " /53 A ! -, 2,2- io,--1( ( (roSelitelfivc) , , - t / 3(02 5 f(02,- 3 3 6 .- 3 t.e-5 r ) 7 V,4 ,_ /0 --(•-: g .(- ) M ..- 5;7.1 1, 4 e erle,.. '1;2- 5•1-14(...( ,eorc I/ TA - #(0 ..x.ri/". ---tG ' : . . • _i. • -- - - • - - - v i • ' 44- 4.- scyla,..., ce".•;,- --f_:. v4 f77 "- 7o8g . .. . . . . 30167-601.- f ) r (' 7, • - • f 127 a!": — • ! vl7 CZ t rvl Ay_ t71 & 7 (1- 0 ,? ^ lq r f WZ 16:70 (53 ez r(/-, • -1--f Az" 4 ((e ( (zi se .uestel s 64,c "( • c/hpri, 1.1 As c6 fp SD V/p \ ( 4 2 ) h P& ;;•-• tz7 ( - , A (14 zri) 17' z .5) ' ) rt no 1- (--e'S,..3 Ac 6, , e e 7(1'1*(6 4-1;31 r 4, fail, too F t A , 1 fc3 35'e 0 . j • F3 City of Tigard, Oregon o 13125 SW Hall Blvd. © Tigard, OR 97223 7:71t1;: , April 16, 2007 � e Michael J Knapp APR 20 2007 _ ±.,w, �k { MJM Architects 105 Broadway Ave. A J�EUI �3�������� '::5•t:-- :-- ��.,.� ,.. .., , _. Nashville, TN 37201 RE: Dick's Sporting Goods (Tenant Improvement) Project Information Building Permit: BUP2007 -00181 Occupancy Type: M Tenant Name: Dicks Sporting Goods Construction Type: II N Address: 9402 SW Wa. Sq. 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. 1) Please provide engineered design for acoustical tile and sheetrock hard ceilings. Provide all calculations for engineered designs on all submittals. There is also a detail of a radius ceiling that will have to be designed. 2) Provide listing numbers for all firewalis. 3) The 2004 Oregon Structural Specialty Code has amended Chapter 29 which provides for a greater number of water closets and lavatories than the model code. Please respond to how you will provide for this increase. 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. 4 Res. ectfully, Dan Nelson, Senior Plans Examiner Phone: 503.639.4171 e Fax: 503.684.7297 ® www.tigard- or.gov ® TTY Relay: 503.684.2772 ' ;, rt. icE1-2 f`.0 ( 3A: .. f , F`r.:.. f if!'(1t'- °!',' 01 1'a: ll['S :`li/..l . ii. :F. t"t)isY (13)(i'ti'8) flit]. NE; ll ;r"ftf•1';E' f;iili'LliCl : -'i _ " :; ;') Fire Resistance Ratings - ANSJ /UL 263 (BXUV)— Confinneul Fire Resistance Ratings - A1JSJ /UL 263 (I:X.UV)— Coni:inneii Board end joints shall be staggered. Vertical board joints to be sta each intersecting stud with 1 /2 in. long type 5 -12 pinhead steel screws, Nut gered from the joints m the adjacent layer and on opposite sides of for use with Type FRX gypsum panels. studs. 'Bearing the UL Classification Marling CELOTEX CORP —Type FRP. 5. Joint Tape and Compound (Not Shown) — Vinyl or casein, dry or pre- mixed joint compound applied in two coats to joints and screw heads. Paper Design" No. U466 tape, 2 in. wide, embedded in first layer of compound over all joints. Nonbearing Wall Rating — 1 HR. 'Bearing the UL Classification Marking 0 © 0 Design Nio, U465 Nonbearing Wall Rating — 1 HR. _ _ . • . ' - . . • 0 ® 0 J _ UlSbt k t ' . ��' c , • L — , — ��,: -: 0 0 0 1. Floor and Ceiling Runner (not shown) — Channel- shaped runners, 0 0 1 -5/8 in. wide by 1 in. deep fabricated from 25 MSG (20 MSG when Item 5B is used) galv steel. Attached to floor and ceiling with fasteners, 24 in. OC, 1. Floor and Ceiling Runners — (not shown) — Channel shaped runners, max. 3 -5/8 in. wide (min), 1 -1/4 in. Legs, formed from min No. 25 MSG (min No. 2. Studs Channel- shaped, 1 -5/8 in. wide by 1 -1/4 in. deep with 1/4 in. 20 MSG when Item 4C is used) galv steel, attached to floor and ceiling with folded back return flange legs. Fabricated from 25 MSG (20 MSG when Item fasteners spaced 24 tut. OC max. 5B is used) galv steel. Max stud spacing 24 in. OC. 2. Steel Studs Channel shaped, 3 -5/8 in. wide (min), 1 -1/4 in. legs, 3/8 in. folded back returns, formed from min No. 25 MSG (min No. 20 MSG when 3. Bracing Two Types — Cut from steel runners or studs, cavity width. Fas- Item 4C is used) galv steel spaced 24 in. OC max. tened with two 1/2 in. long, Type S steel screws in each stud, space braces 3. Batts and Blankets* (Optional) — Mineral wool or glass fiber batts par- max 48 in. OC. As an alternate bracing cut from gypsum wallboard, length tially or completely filling stud cavity. equal to stud cavity width and 6 in. wide. Fasten with two 1 in. long, Type S See Batts and Blankets (BZJZ) category for names of Classified companies. steel screws (1 -1/4 in. long if Item 5A is used) in each stud, space braces 4. Wallboard, Gypsum* — 5/8 in. thick, 4 ft wide, attached to steel studs and max 48 in. OC. floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. 4. Batts and Blankets* — (Optional) Mineral wool or glass fiber batts, partially along edges of board and 12 in. OC in the field of the board. Joints oriented or completely filling stud cavity. See Batts and Blankets (BZJZ) category for vertically and staggered on opposite sides of the assembly. When attached to names of manufacturers. item 6 ( furring channels), wallboard is screw attached to furring channels 5. Wallboard Gypsum * — 5/8 in. thick. Screw attached, single layer side with with 1 in. long, Type S steel screws spaced 12 in. OC. 1 in. long, Type S steel screws spaced 12 in. OC. Wallboard on double layer AMERICAN GYPSUM CO —Type AG C. side, base layer attached with 1 in. long, Type S steel screws spaced 24 in. CANADIAN GYPSUM COMPANY —Types AR, C, IP -X2, SCX, OC, face layer attached with 1 -5/8 in. long, Type S steel screws spaced 12 in. j SHX, WRC or WRX. OC. Wallboard joints oriented vertical or horizontal, with or without offset. t CELOTEX CORP —Type 1. Butt joints located over studs. I, CONTINENTAL GYPSUM COMPANY — Types CG - CG5 - AMERICAN GYPSUM CO — e AG - 1 CG6 6, CG9 9, CGTC - C. C ANADIAN GYPSUM COMPANY — es AR, C, IP - Xl, IP - X2, G - P GYPSUM CORP, SUB OF — Types t GEORGIA - PACIFIC CORP — Types 5, 9, C, GPFS6. SCX, SHX, WRC or WRX. JAMES HARDIE GYPSUM INC — Type BG - CONTINENTAL GYPSUM COMPANY — Types CG - CG5 - 1 LAFARGE GYPSUM, DIV OF CGTC - I LAFARGE CORP —Types LGFC2, LGFC2A, LGFC6, LGFC6A, G - GYPSUM CORP, SUB OF LGFC -C. GEORGIA - PACIFIC CORP —Types 5, C. NATIONAL GYPSUM CO —Types FSK -G, FSW -G. JAMES HARDIE GYPSUM INC —Type BG -C or Max'C" . NATIONAL GYPSUM CO — Type FR or WR. LAFARGE GYPSUM, DIV OF I PABCO GYPSUM, DIV OF LAFARGE CORP — Type LGFC - PACIFIC COAST BUILDING PRODUCTS INC — Type PG - NATIONAL GYPSUM CO — Type FR or WR. t' ' REPUBLIC GYPSUM CO — Type RG - PABCO GYPSUM, DIV OF STANDARD GYPSUM L L C — Type SG - PACIFIC COAST BUILDING PRODUCTS INC — Type C or TEMPLE- INLAND FOREST PRODUCTS CORP — Type TG - PG - UNITED STATES GYPSUM CO —Type AR, C, FRX -G, IP -X2, REPUBLIC GYPSUM CO —Type RG -C. SCX, SHX, WRC or WRX. STANDARD GYPSUM L L C —Type SG -C. YESO PANAMERICANO S A DE C V — Type AR, C, IP - X2, SCX, SHX, WRC or WRX. TEMPLE - INLAND FOREST PRODUCTS CORP —Type TG -C. WESTROC INC — Type Westroc Fireboard. UNITED STATES GYPSUM CO —Type AR, C, FRX -G, IP -Xl, 4A. Wallboard, Gypsum* (As an alternate to Item 4) — Nom 3/4 in. thick, 4 IP -X2, SCX, SHX, WRC or WRX. ft wide, installed as described in Item 4 with screw length increased to 1 -1/4 YESO PANAMERICANO S A DE C V —Type AR, C, IP -Xl, in. IP -X2, SCX, SHX, WRC or WRX. CANADIAN GYPSUM COMPANY —Type AR. 5A. Wallboard, Gypsum* — (As an alternate to Item 5) — Nom 3/4 in. thick, UNITED STATES GYPSUM CO —Type AR. installed as described in Item 5 with screw length increased to 1-1/4 in. for — YESO PANAMERICANO S A DE C V —Type AR. base layer and 2-1/4 in. for face layer. 4C. Wallboard, Gypsum* — (As an alternate to Item 4, 4A and 4B) — 5/8 in. CANADIAN GYPSUM COMPANY —Type AR. thick gypsum panels, installed as described in Item 4 with Type S -12 steel UNITED STATES GYPSUM CO —Type AR. screws. The length and spacing of the screws as specified under Item 4. YESO PANAMERICANO S A DE C V —Type AR. CANADIAN GYPSUM COMPANY —Type FRX. 5B. Wallboard,Gypsum * — (As an altemate to Item 4 and 5A) — 5/8 in. thick UNITED STATES GYPSUM CO —Type FRX. gypsum panels, installed as described in Item 5 with Type S -12 steel screws. 5. Joint Tape and Compound — Vinyl, dry or premixed joint compound, The length and spacing of the screws as specified under Item 5. applied in two coats to joints and screw heads; paper tape, 2 in. wide, CANADIAN GYPSUM COMPANY —Type FRX. embedded in first layer of compound over all joints. As an alternate, nomi- UNITED STATES GYPSUM CO —Type FRX. nal 3/32 in. thick gypsum veneer plaster may be applied to the entire sur- 5C. Wallboard, Gypsum * — (As an alternate to Items 5, 5A and 5B) - 5/8 face of Classified veneer baseboard. Joints reinforced. 6. Furring Channel — (Optional -Not Shown) — Resilient 25 MSG galv steel furring channels spaced vertically max 24 in. OC, flange portion attached to LOOK FOR THE UL MARK ON PRODUCT 1 2E40'1 Rt E LIES[ISTANCE rEc u onv „,, --,-, 6 2_601- S _ q ( } , i___ L l ?� @f- 1 Ev%is @6� G'rC?1 1' ” Cl0l8 — — FIRE 1ilijE T/attCL Ctl6s G'!Ct:l4� (k31{f1's °u) 7;i Fire Resistance Ratin`;s - ANSI /UL 263 (BXUV)— Confirmed Fire Resistance Ratings - ANSI / UL 263 (BXUV)— Cwitim cl i figuration, runners fabricated from min No. 1S MSG gals steel, 1-1/4 - in. deep and 3 -5/8 in. wide. 'k Design No. U492 2. Steel Studs— Channel shaped, supplied with cutouts, friciiorrfit into Nonbearing Wall Rating — 2 H. floor and ceiling runners and spaced a max 16 in. OC. Studs cut 1 /2 in, less than assembly height and evenly staggered between the two rows pl 2 �1 of floor and ce runners. For the 1 Hr. Configuration, studs fabri- d ( catecl from nun No. 20 MSG galv steel, min 2-1/2 in. wide by 1 -5/8 in. or deep with 3/8 in. folded back return flange legs. For the I lr. Conligu- ration, studs fabricated from min No. 18 MSG galv steel, nun 3 -5/8 in. a % 7 / \ / T J J) \ �_�I ��� / \r�__�V� wide b y 1-5/8 in. deep with 3/8 in. folded back � deep i , return flange le g s. 1 p with 3/8 in. dee f J 3. Lateral Bracing — Channel shaped, fabricated from min 18 MSG gale .e steel, 1/2 in. deep and 3/4 in. wide. Welded to studs at cutouts at hori- g _ PHORIZON9 T AL SECTION zontal third - points. 1. Side, Floor and Ceiling Runners— "J" - shaped, 4 in. wide with 4. Batts and Blankets— Class fiber baits, nom 3 -1 /2 in. thick, nom den - unequal legs of 1 in. and 2 in., fabricated from 24 MSG galv steel. Run- site of 0.5 pcf, friction fitted to completely fill the stud cavities on one ners positioned with short leg toward finished side of wall, Runner side of wall assembly. See Batts and Blankets Category (BZJZ) for • p names of manufacturers. attached to structural supports with steel fasteners located not greater 5. Wallboard, Gypsum* — 5/8 in. thick, 4 ft wide. For the 1 Hr. Configu- than 2 in. from ends and not greater than 24 in. OC. ration, one layer of wallboard to be applied to each side of the steel 2. Steel Studs — "C -H" - shaped studs, 4 in. wide by 1-1/2 in. deep, fab- studs either horizontally or vertically. When applied vertically joints ricated from 25 MSG galv steel. Cut to length 3/8 to 1/2 in. less than centered over studs and offset min one stud cavity from layer on other floor to ceiling height and spaced 24 in. OC. side of wall. When applied vertically, wallboard secured with 1 in. long 2A. Steel Studs — (Not Shown) — "E" - shaped studs installed in place of Type S -12 screws spaced 12 in. OC at the perimeter and in the field. Pe • "C -H" - shaped studs (Item 2) to secure the closure liner panels at the When applied horizontally butt joints centered over studs. When ends of walls. Fabricated from 25 MSG galv steel, 4 in. wide, with one applied horizontally, wallboard secured with 1 in. long Type S -12 leg 1 in. long and two legs 3/4 in. long. Shorter legs 1 in. apart to screws spaced 8 in. OC at the perimeter and in the field. For the 2 Hr. engage gypsum liner panels. Cut to lengths 3/8 in. less than floor to Configuration, two layers of wallboard to be applied to each side of the ceiling height. Sill and lintel of opening formed with "J" - shaped run- steel studs. Inter layers to be applied vertically with joints centered ners (Item 1) secured - shaped runners (Item 1) secured to "E" - shaped over studs. Outer layers to be applied vertically with joints centered studs with angle clips and steel screws. over studs and offset from inner layer joints. Inner layer secured with 1 3. Batts and Blankets* — Nom 3 in. thick mineral wool batts, friction in. long Type S -12 steel screws spaced 24 in. OC along the perimeter fitted between the studs and floor and ceiling runners. and in the field. Outer layer, secured with 1 -5/8 in. long Type S -12 steel • THERMAFIBER L L C —Type SAFB screws spaced 8 in. OC along the perimeter and 12 in. OC in the field. 4. Wallboard, Gypsum * — 1 in. thick gypsum wallboard liner panels, CANADIAN GYPSUM COMPANY — Type AR, FRX or SCX. NATIONAL GYPSUM CO Type'FR. supplied in nom 24 in. widths. Panels cut 1 in. less in length than floor UNITED STATES GYPSUM CO — Type AR, FRX, FRX -G or • to ceiling height. Vertical edges inserted in "H" - shaped section of "C- SCX. H" studs. Free edges of end panels attached to long leg of "J" - runners YESO PANAMERICANO S A DE C V —Type AR or SCX. with 1 -5/8 in. long Type S self - drilling, self - tapping bugle head steel 5A. Wallboard, Gypsum* — (As an alternate to Item 5) — Nom 3/4 in. screws spaced not greater than 12 01. OC. thick, 4 ft wide, installed as described in item 5 with screw length CANADIAN GYPSUM COMPANY —Type SLX. increased to 1 -1/4 in. for base layer (or for 1 hr. configuration) 2 -1/4 in. UNITED STATES GYPSUM CO — Type SLX. for face layer. YESO PANAMERICANO S A DE C V — Type SLX. CANADIAN GYPSUM COMPANY —Type AR. 5. Wallboard, Gypsum* — 3/4 in. thick, 4 ft wide, applied vertically and UNITED STATES GYPSUM CO —Type AR. secured with 1-1/4 in. long Type S self - drilling, self - tapping steel PESO PANAMERICANO S A DE C V —Type AR. screws spaced 8 in. OC along the perimeter and 12 in. OC in the field. 6. Joint Tape and Compound — (Not Shown) — Outer layer joints cov- Screws along side joints offset 4 in. ered with joint compound and paper or mesh tape. Screw heads cov- CANADIAN GYPSUM COMPANY —ULTRACODE or Type ered with joint compound. . IP -X3. *Bearing the UL Classification Marking UNITED STATES GYPSUM CO — ULTRACODE or Type IP - X3. i YESO PANAMERICANO S A DE C V — ULTROCODE or Type m P 6. Joint Ta and Compound — (Not Shown) — For use with Type Desi No. U494 v . J P P ( ) yP Nonbearing Wall Rating — 1 HR. 'v ULTRACODE gypsum wallboard - joints covered with joint compound i'A Y and paper of mesh tape. Screw heads covered with joint compound. 0 0 0 + >s. *Beari the UL Classification Marking ` q ' • Design No. U493 ® • Nonbearing Wall Rating — 1 or 2 Hr. 1 11 ® i A A =St , Q Q Q .. . ,..�. „a,...Md..... ... .... .. i �. ■ammaiw/IIiogisfoN1!'im•1 � 1im' ��'lp'1im■ 1. Floor and Ceiling Runners Channel-shaped runners, 2-1/2 in. wide :Warr, r 11��1.1M 1a ■�1- , , \_14,�.� ��141 -..mss— g unners — •+ -- °"°� "'®" by 1 in. deep, fabricated from 25 MSG galv steel. Attached to floor and p e if ceiling with fasteners. 0 0 0 0 2. Studs Channel - shaped, 2 -1/2 in. wide by 1 -1/4 in. deep with 5/16 in. folded back return. Fabricated from 25 MSG galv steel. Spaced 16 or 24 in. OC. Length of studs to be 1 in. less than assembly height. • 3. Batts and Blankets* — Nom 2-1/2 M. thick glass fiber batts supplied HORIZONTAL SECTION in 16 or 24 in. widths, installed to fill interior of stud cavities and fric- Lion held. 1. Floor and Ceiling Runners — Channel shaped, attached to floor and JOHNS MANVILLE INTERNATIONAL INC ceiling in two rows, a min 1 in. apart, with steel fasteners spaced 24 in. OWENS CORNING FIBERGLAS CORP OC. For the 1 Hr. Configuration, runners fabricated from min No. 20 4. Wallboard, Gypsum* — 5/8 in. thick, 4 ft wide, applied vertically, MSG galv steel, 1-1/4 in. deep and 2-1/2 in. wide. For the 2 Hr. Con- attached to steel studs and floor and ceiling runners with 0.127 in. i LOOK FOR THE UL MARK ON PRODUCT �,o' , L CL�[; I ;i ;` ;`d7_[\ � Fif[ f � :xciL; +lT (`� „I� ,, coo /3l 'a "l HEE 1 lESi47i NCIi F1a6;:CTuViV (LLYll',) f= i''i''._I f IF L't!VIL: ,stOf (Gi.i,N) - - _ Fire Resistance Rating €. - ANSI /UL 263 (3XUV)- C'outiinteci Fire Resistance Ratings - ANSI /UL 263 (5) (LTV) Con1ilin Design No. U4113 Sy-,Len, C - III'. Nonbearing Wall Rating -- 2 11R. CO i c.-16` O. C.— t --- 1L" O. C. - - - = =f I /y - - _ - - - ,,, do° IlorizonLel ScrLion . 1. Furring channels — 3/4 in. 0.30 lb cold rolled steel set into base clip and Syst:enl I) fir. i into ceiling runners secured to floor and ceiling. ) 2. Metal Lath — Diamond mesh, 3.4 Ib per sq yd expanded steel tied to Chan- 1_ C nel and at laps 6 in. OC with 18 SWG galv steel wire. "7-- \ -� 24 ill. or 600 ,nn. C.C. —H 3. Plaster Scratch coat 2 cu ft brown coat 3 cu ft of perlite aggregate" to 100 1 \ 1 � - i ._ lb fibered gypsum. �m [ r s. AIRLITE PROCESSING CORP OF FLORIDA HARBORLITE CORP \ +' PENNSYLVANIA PERLITE CORP OF YORK 1 -c\ 1. REDCO II Horizontal Section *Bearing the UL Classification Marking System E - Iir. Design No. U414 1 p. 0 ®\ Nonbearing Wall Rating — 2 HR. \ 16' O. C. -- .-P^ 16' O. C.-sl _ • I 1:'•• 4'�”" f Horizontal Section i 1 t © System F — 3 Hr. k © 0 .I 24 in. or 600 trim 0.C. —H i 1. Furri channels 3 in ., 0.30 lb cold rolled steel set into base clip and j , - i l i - into ceiling runners secured to floor and ceiling. 2. Metal Lath — Diamond mesh, 3.4 Ib per sq yd expanded steel tied to chap- j d i• nel and at laps 6 in. OC with 18 SWG galv steel wire. 3. Plaster Scratch coat and brown coat 2 cu ft of perlite aggregate* to 100 0 .1 Ibs fibered gypsum. © Horizontal Section AIRLITE PROCESSING CORP OF FLORIDA • HARBORLITE CORP System G - 3 Hr. PENNSYLVANIA PERLITE CORP OF YORK REDCOIi - . *Bearing the UL Classification Marking % f31 © I 24 in. or 600 inn, 0.C. — 1 - Design No U415 k Nonbearing Wall Ratings —1, 2 or 3 Hr • - • , Sy sl . em A 1 Hr ® \`_'. Q Horizontal Section %_,�, \ �— z4 i�,. o� s0o mn, o.c. —� • 1. Floor, Side and Ceiling Runners— "J" — shaped runner, min 2-1/2 in ` — deep, with unequal legs of 1 in. and 2 in., fabricated from min 24 MSG 20 MSG when Item 4A or 7 are used) galv steel. Runners positioned wit short leg toward finished side of wall. Runners attached to structural su C ' ports with steel fasteners located not greater than 2 in. from ends and n Horizontal Section greater than 24 in. OC. System 13 - 2 2. Steel Studs "C -H" — shaped studs, min 2 -1/2 in. deep, fabricated fi min 25 MSG (min 20 MSG when Item 4A or 7 are used) galv steel. Cut 1 O lengths 3/8 to 1/2 in. less than floor -to- ceiling height and spaced 24 in. 600 mm OC. \ 1-- z4 in. or 600 mm 0.C. —H 2A. Steel Studs — (Not Shown) — "E" — shaped studs installed back to IN ___I__ L in place of "C -H" — shaped studs (Item 2) and used to secure the closu ‘ \ \ liner panels at the ends of walls. When installed back to back in place o — "C -H" - shaped studs, "E" - shaped studs secured together with steel sc 2 spaced a maximum 12 in. OC. Fabricated from min 25 MSG (min 20 W. tion ® when Item 4A or 7 are used) galv steel, min 2 -1/2 in. deep, with one Iel .. .. . in. long and two legs 3/4 in. long. Shorter legs 1 in. apart to engage gyl liner panels. Cut to lengths 3/8 in. less than floor to ceiling heights. Sill lintel of opening formed with "J" — shaped runners (Item 1) secured tc — shaped studs with angle clips and steel screws. b . .' _ 2B. Furring Channels — (Optional, not shown) — For use with single or LOOK F OR THE UL MARK ON PRODUCT f GC f,,f ['. 1/..� '_ ! P tr :: "t'" : , i` 6, ‘ , 0 Zee; - _, e'l;c ti il-J CL: uial ;Ii;ttt (t- ) t: i1 l Pile Resistance Ratings ANSI/ UL 263 GXUV) i'nlarruue Fire Resistance ' - ( Ratings: - y;i�'= i /UI�26� (ID ,U�>> —Co r � liilii; t - t double layer systems. Resilient fruring channels fa,- 'rioted from rain installed horizontally. Screws offset 6 ii - f. iI'I_I it layer helilt1'. ] lol•�' /,CI „t ?;i.ISG corrosion protected steel, installed loon zo;,lially, and spaced ver- joints on ad;acen1 layers stagge,`r; a loin of 12 i,,. \ /criic„ _ t tically a max 24 in. OC. Flange portion of channel attached co ear, tered over studs and staggered 24 in. on adjacent lay -c, , l 1 o i -its "'n- intersecting stud (on the "C” side of the "C -1-1 Muds) with 1 /2 in. long CANADIAN GYPSti ✓ COT:�i,'f,i�1' -- T Type S or S -12 loan -head steel screws. When furring channels are used, UNITED 51ATE5 GY "P r Types C, ll -X2, 15'RC wallboard to be installed vertically only. Not to be used with Type FRY, YES() a c ,r,x UT.1 Cft— i'ype C, 1P -Y:2, 1'-X g ypsum wallboard (Item 4A) or Cementitious backer emits (lieu, 7). t �� r "� E ` G1 Cy E f D C V -- Types C, I -X2, IVPC Wallboard, Gypsum*— Gypsum liner panels, non, 1 in. thick, 24 in. or 600 panels, nom 5/8 in. thick, ' 4 coin (for metric spacing) wide. Panels cut 1 in. less in length than floor to 8 in. or 1200 mm wide, applied height. Vertical edges inserted in "H" — shaped section of "C-H" vertically or horizontally, two layers over the flange of the "C" section studs. Free edge of end panels attached to long leg of "i" — runners with of the studs, one layer over the flange of the "i 1" section of the studs. 1 -5/8 in. long Type S steel screws spaced not greater than 12 in. OC. When Inyr hed o ud v; ith ii,. long ype S wall height exceeds liner panel length, liner panel may be butted to extend screws ner or sp base aced la 24 e in. OC attac whet, t insialle d ve rtically or T i6 in. OC steel ube, t to the full height of the wall. installed horizontally. Face layer attached to stucls with 1 -5 /8 in. lor,g C CANADIAN GYPSUM COMPANY —Type SLX Type S steel screws spaced 16 in. tube, installed vertically or 12 in. O UNITED STATES GYPSUM CO —Type SLX when installed horizontally. Screws offset 6 in from layer bcloty. Hori- YESO PANAMERICANO S A DE C V —Type SLX zontal joints on adjacent layers staggered a rain of 12 in. Vertical joints %. 4. Wallboard, Gypsum* — centered over sheds and sta PSUM gbe red C OM 24 i PANY— y n. on ad'acenl la ers . j Systems A & D CA NADIAN - Gypsum panels, nom 5/8 in thick, 48 in. or 1200 m wide, applied vertically or UNITED STATES GYPSUM CO —T T es C, II -X2, WRC // horizontally, attached to studs with 1 in. long Type S steel screws spaced 12 in. when YESO PANAMERICANO S A DE C V es es T , 11 X2 , WRC — j installed vertically or 8 in OC when installed horizontally (24 in. OC when installed 4A. Wallboard, Gypsum* — (As an alternate to Item 4, System A, C, D RC m I vertically or 16 in. OC when installed horizontally in System D). 5/8 in. thick gypsleunm panels, installed as described in Item 4 with Type S -72 FRX CANADIAN GYPSUM COMPANY —Types AR, C, IP -X1, IP -X2, steel screws. The gth ands acin of the screws as specified under Item 4. + SCX, SHX, WRC, WRX CANADIAN GYPSUM COMPANY —Typ UNITED STATES GYPSUM CO —Types AR, C, FRX -G, IP -X1, UNITED STATES GYP SUM CO — Type FRX IP -X2, SCX, SHX, WRC, WRX 5. Joint Tape and Compound — (Not Shown Y ESO PANAMERICANO S A DE C V — Types AR, C, IP - X1, ) IP - X2, SCX, SHX, WRC, WRX y A, B, C, E, F & G System B Gypsum Joint) between l aye s of Cypsum Wallboard (Item 4) covered v ✓ith paper tape yP panels, y ai 6. B atts and Blankets — applied vertically or horizontally in two layers. Inner or base layer osed S saew stems h eads covered with joint compound. sum anels, nom 7 /2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, * Systems A, B, C, F & G attached to studs with 1 in. long Type S steel screws spaced 24 in. OC (Optional) — Mineral wool glass fiber Batts partially or completely filling stud or when installed vertically or 16 in. OC when installed horizontally. cavity. Any mineral wool or glass fiber ball mineral bearing the UL Classification 4 Outer or face layer attached to studs with 1 -5/8 in. long Type S steel Marking as to Fire Resistance. i screws spaced 12 in. when installed vertically and staggered 12 in. Systems D & E I from base layer screws, or 8 in. OC when installed horizontally and Min 1 -1 /2 in. (System D) or 3 in. (System E) thick mineral wool Batts, friction fitted 1 staggered 8 in. from base layer screws. Joints between inner and outer between the studs and floor and ceiling runners. THERMAFIBER L L C — / layers staggered a min of 12 in. when applied horizontally. Joints cen- —Type SAFB tered over studs and staggered 24 in. when applied vertically. �• Cementitious Backer Units * — (System D) — Non, 1 /2 or 5/8 in. thick ( gg PP y' panels, square edge, attached to studs over gypsum wallboard with 1 -5/8 in i CANADIAN GYPSUM COMPANY —1/2 in. Type C, IP -X2 or long Type S -12, corrossion resistant steel screws spaced 8 M. OC and stag- i WRC, W Typ AR, C, FRX -G, Ii -X3, IP -X2, SCX, SHX, gered 8 in. from gypsum wall board screws. Joints covered with glass fibs mesh tape. Vertical joints staggered one shed cavity from gypsum wallboard UNITED STATES GYPSUM CO —1/2 in. Types C, IP -X2 or joints. Horizontal joints staggered a min of 12 M. from the WRC; 5/8 in. Types AR, C, IP -Xl, IP -X2, SCX, SHX, WRC, WRX board joints. gypsum wall - i YESO PANAMERICANO S A DE C V — 1/2 in. Types C, IP - UNITED STATES GYPSUM CO — DUROCK Exterior Cement t or WRC; 5/8 in. Types AR, C, IP -X7, 1P -X2, SCX, SHX, WRC, Board or DUROCK Brand Cement Board. WRX 8. Laminating Adhesive * — (Optional, Not Shown) — Used to bond outer System C layer of Cementitious Backer Units (Item _ o Gypsum panels, nom 1/2 /2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, board (Item 4) in System D. ANSI A136.1 Ty e�1 Imga is adhesive • appliied applied vertically or horizontally, attached to studs with 1 in. long with 1/4 in. square notched trowel. See Adhesives (BYWR) in the Fire Resis- ; when Type S installed horizontally. screws s paced 12 in. OC when installed vertically or 8 in. names Directory Claified Adhesives (BJLZ)'n the Building Materials Directory for oP CANADIAN GYPSUM COMPANY - 1/2 in. Type C, IP -X2; 5/8 *Bearing the UL Classification Marking in. Types AR, C, 1P-Xl, IP -X2, SCX, SHX, WRC, WRX • UNITED STATES GYPSUM CO -1/2 in. Types C, IP -X2 5/8 in. Types AR, C, FRX -G, IP -X1, 1P-X2, SCX, SHX, WRC, WRX Design No. U416 YESO PANAMERICANO S A DE C V — 1/2 in. Types C, IP - X2; Nonbearing Wall Rating — 2 HR. nun 5/8 in. Types AR, C, IP - X1, IP - X2, SCX, SHX, WRC, WRX j System E O Q 0 Gypsum panels, nom 3/4 in. thick, 48 in. or 1200 min wide, applied , 0 0 t vertically or horizontally, secured with 1-1/4 in. long Type S steel - - w ' screws spaced 8 in. OC along the perimeter and 12 in. OC in the field A. j Im when installed vertically or 8 in. OC along the perimeter and in the I 1\ - m,,lif ^ , 1 field when installed horizontally. Screws along side joints offset 4 in. it CANADIAN GYPSUM COMPANY — ULTRACODE or Type ; - tli. :k UNITED STATES GYPSUM CO —ULTRACODE or Type IP -X3 11111111:. � ' -,- M ii e YESO PANAMERICANO S A DE C V — ULTRACODE or Type © the IP -X3 0 ews System F HORIZON SECTION r � Gypsum panels, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied Q ` 9 1 vertically or horizontally in three layers. Inner or base layer attached --�� sum to studs with 1 in. long Type S steel screws spaced 24 in. OC when - , o ' and installed vertically or 16 in OC when installed horizontally. Middle - p rn layer attached to studs with 1 -5/8 in. long Type S steel screws spaced O p 1+ CD 24 in. when installed vertically or 16 in. OC when installed horizon Z tally. Outer or face layer attached to studs with 2-1/4 in. long Type S _-- steel screws spaced 16 in. when installed vertically or 12 in. OC when • LOOK FOR THE UL MARK ON PRODUCT (bola zco City of Tigard, Oregon 0 13125 SW Ha11 Blvd. 0 Tigard, OR 97223 Waif mometto ar IGY.yy1 t t ti L;z April 16, 2007 J 'f'` ®8 q t 7 Michael J Knapp s „,..4 - MJM Architects . ARD , 105 Broadway Ave. Mittle.Y7A, Nashville, TN 37201 RE: Dick's Sporting Goods (Tenant Improvement) Project Information Building Permit: BUP2007 -00181 Occupancy Type: M Tenant Name: Dicks Sporting Goods Construction Type: II N Address: 9402 SW Wa. Sq. 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. 1) Please provide engineered design for acoustical tile and sheetrock hard ceilings. Provide all calculations for engineered designs on all submittals. There is also a detail of a radius ceiling that will have to be designed. 2) Provide listing numbers for all firewalls. 3) The 2004 Oregon Structural Specialty Code has amended Chapter 29 which provides for a greater number of water closets and lavatories than the model code. Please respond to how you will provide for this increase. 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. Res • ectfully, Dan Nelson, Senior Plans Examiner Phone: 503.639.4171 o Fax: 503.684.7297 0 www.tigard- or.gov 0 TTY Relay: 503.684.2772 This form is recognized by most Building Departments in the Tri- County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. IN BUILDING DIVISION ..4,2,-,,,. [G TRANSMITTAL I��+ 'TTEI� TO: 1W N D DEPT: BUILDING DIVISION I-+ '( 2z_2001 CITY OF TIGARD FROM: 'V Vy) _ r r3 BUILDING DIVISION COMPANY: PHONE: Cal S — A 6 /4 -- N2 0 By :134L5 RE: 940 2 ) (_RJ (ate t- lac) 06 (b l (Site Address) / (P rmi ase umber) 9r �I n1 Ce 1Q1� () ) ._ o�ect name or su ivision name an lot number ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. A Revisions: Cope_ cf,mm R.iJTS 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): REMARKS: FOR OFFICE USE ONLY Routed to Permit Technicia . Date: Initials: Fees Due: n Yes • o Fee Description: Amount Due: $ $ $ $ $ Special . Instructions: Reprint Permit (per PE): n Yes o ❑ Done Applicant Notified: _ Date: Initials: I: \Building\Forms \Transmittal Letter - Revisions.doc 4/4/07 • iboe 2w1-Cc1lri C Aivsivi tl 6 AL sv 4 � £ , MJM Architects `4 g 06158 -DSK- Tigard, OR To: Dan Nelson From:Mike Knapp City of Tigard MJM Architects 13125 SW Hall Blvd. 105 Broadway Ave. Tigard, OR 97223 Nashville, TN 37201 Phone: (503) 718 -2436 (615) 244 -8170 Date: 5/21/2007 Subject: 06158 -DSK- Tigard, OR - -Code comment response We transmit the following: g Drawings Q Change Order 3 Shop Drawing Reproducibles O Samples ) Shop Drawing Prints 0 Product Literature O Specifications Other: letter For Your: . 9 Files Information g Use 9 Review { Comment j Distribution to Others fa Approval 0 Other: Item {qty Date Description 1 2 Drawing 5/21/2007 revised plans (s) 2 2 Copy 5/21/2007 written narrative 3 2 Copy 5/21/2007 U.L. wall numbers 4 2 Copy 5/21/2007 Seismic calculations 5 1 Copy 5/21/2007 copy of codes letter Comments Dan, We are sending you 2 sets of revised plans per your request for Tigard Oregon Dick's Sporting Goods. Please see written narrative for code responses and calculations. If you have any questions please give me a call. Thanks Mike 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 e cro f 1 TRANSMITTAL MJM Architects 06158 -DSK- Tigard, OR To: Brian Blalock From:Mike Knapp 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: 3/26/2007 Subject: 06158 -DSK- Tigard, OR-- permit sets We transmit the following: Drawings 0 Change Order 0 Shop Drawing Reproducibles j Samples 0 Shop Drawing Prints 0 Product Literature 0 Specifications C Other: permit app For Your: @I Files Information Use Cl Review (g Comment 0 Distribution to Others ( Approval 0 Other: Item Oty Date Description 1 1 Copy 3/26/2007 permit app 2 1 Copy 3/26/2007 permit fee's chk16944 3 1 Copy 3/26/2007 permit fee chk 16943 4 2 Drawing 3/26/2007 sealed set for tenant improvement (s) Comments Brian, We are sending two sealed sets, permit app. & permit fee's via fed -x per your request. 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 CITY OF TIGARD BUILDING DIVISION PERMIT #: l3UP20t17 (lt)1t31 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5/30/2fi07 Phone: (503) 639 -4171 ZIP Inspection Requests (24 Hrs.): (503) 639 -4175 �. _ .. INSPECTION WORKSHEET FOR DATE: 2/20/2008 TIME: 7:00AM PAGE: 58 SITE ADDRESS: 0402 SW WASHINGTON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICKS SPORTING GOODS DESCRIPTION: TI OWNER: WASHINGTON SQUARE I_LG, PHONE #: CONTRACTOR: SD DEACON CORPORATION (134328) PHONE #: 503 -297 -8191 Inspection Request Scheduled For: Date: 2/20/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 299 Fi inspection 065241 -02 503-109-2793 N Corrections /Comments/ Instructions: /: . ) . PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS • FAIL at CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: _ LL —......b. Date: , LI 08 Phone #: (503) 718- Z_6"/ , CITY OF TIGARD BUILDING DIVISION „ • -'` PERMIT #: r;UP2007 -00I81 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5/30/2007 Phone: (503) 639 -4171 ' i o�„ i Inspection Requests (24 Hrs.): (503) 639 -4175 �' ^'I L� INSPECTION WORKSHEET FOR DATE: 1/2812008 TIME: 7 :00AM PAGE: 26 SITE ADDRESS: 09402 SW WASHINGTON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICK'S SPORTING GOODS DESCRIPTION: TI OWNER: WASHINGTON SQUARE LLC, PHONE #: CONTRACTOR: SD DEACON CORPORATION (134328) PHONE #: 1:;03- 297 -8791 Inspection Request Scheduled For: Date: 1/28/2008 Pour Time: Code # Inspection Description Confirm # Contact # Mess- : - 293 Final inspection 064046 -02 503 -709 -2793 Corrections /Comments /Instructions: 1 rr '1:__Vit2,(1C . Z____ pc-fre/t-t( ( ' a � S u CE ❑ PASS %PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS IIL r CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED / i Inspector: / Date: / ®'g Phone #: (503) 718 - Z.--CV CITY OF TIGARD BUILDING DIVISION PERMIT #: 13UP2007 -00 i8i 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: &30/2007 Phone: (503) 639 -4171 mool#, Inspection Requests (24 Hrs.): (503) 639 -4175 °__.. INSPECTION WORKSHEET FOR DATE: 1/17/2008 TIME: 7:00AM PAGE: 37 SITE ADDRESS: 09402 SW WASHINGTON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICK'S SPORTING GOODS DESCRIPTION: TI OWNER: WASHINGTON SQUARE LLC, PHONE #: CONTRACTOR: S D DEACON CORPORATION (134328) PHONE #: 503.297.8791 Inspection Request Scheduled For: Date: 1/17/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 281 Suspended ceiling 063418-01 503 - 709 -2793 N Corrections /Comments /Instructions: • /�1 e l IN , = - -�, PARTIAL APPROVAL El CANCEL ❑ NO ACCESS ❑ FAIL J CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: l 0 " Phone #: (503) 718- _ CITY OF TIGARD , BUILDING DIVISION PERMIT #: BUp2007 -OO181 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: ff30E2007 Phone: (503) 639 -4171 "I Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: •1/10/2000 TIME: 7 :00AM PAGE: J0 I SITE ADDRESS: 09 402 SW WASHINGTON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICKS SPORTING GOODS DESCRIPTION: TI OWNER: WASHINGTON SQUARE LL.C, PHONE #: CONTRACTOR: SD DEACON CORPORATION (134328) PHONE #: 503- 207 -8781 Inspection Request Scheduled For: Date: 1/10/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 295 Misc. inspection 062899-02 071 - 553.9507 Y Corrections/Comments/Instructions: D "1 Z • �• SS II P' RTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS 6111 % e111.1"-- 11 FAI \ r CALL FOR INSPECTION ❑ ADDITI NAL FEES ASSESSED Inspector: — Date: ( Ae Phone #: (503) 718 - _ CITY OF TIGARD . rt BUILDING DIVISION PERMIT #: BUP2007- 00191 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5/30/2007 Phone: (503) 639 -4171 a° pu V I! Inspection Requests (24 Hrs.): (503) 639 -4175 ,_ ' E' I L. INSPECTION WORKSHEET FOR DATE: 1/10/2008 TIME: 7 : 00AM PAGE: 71 l SITE ADDRESS: 09402 SW WASHINGTON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICK'S SPORTING GOODS DESCRIPTION: TI OWNER: WASHINGTON SQUARE LLC, PHONE #: CONTRACTOR: SD DEACON CORPORATION (134328) PHONE #. 503-297 -8791 Inspection Request Scheduled For: Date: 1/10/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 787 Suspended ceiling 062899 -01 971-563-1507 — 4, Corrections /Comments/ Instructions: e, -- c --- le-c 1 • • PA %' PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS i fa% % CALL FOR INSPECTION 111 ADDITIONAL FEES ASSESSED Inspector: Date: 1 C V ° Phone #: (503) 718 - Z6 , CITY OF TIGARD ,A, BUILDING DIVISION PERMIT #: BUP2007- 00181 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5130/2007 Phone: (503) 639 -4171 ;�°� Inspection Requests (24 Hrs.): (503) 639 -4175 _..'..!!�jl�� INSPECTION WORKSHEET FOR DATE: 11712Q08 TIME: 7:00AM PAGE: 50 SITE ADDRESS: 09402 SW WASHINGTON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICK'S SPORTING GOODS DESCRIPTION: TI OWNER: WASHINGTON SQUARE L.LC, PHONE #: CONTRACTOR: Sp DEACON CORPORATION (13432.8) PHONE #: 503. -13791 Inspection Request Scheduled For: Date: 1/7/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 281 Suspended ceiling 062658-01 971 - 5531507 WN. 1P^4 Corrections/Comments/Instructions: // t( ❑ PASS ❑ PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS V i_O r CALL -FOR INSPECTION ❑ ADDITION FEES ASSESSED / f Inspector: Date: t 1, vv Phone #: (503) 718 - , Z6 CITY OF tIGARD .,, ., BUILDING DIVISION .-7,, PERMIT #: RUp2007 001L31 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5/30/2007 Phone: (503) 639 -4171 "',;�:i l Inspection Requests (24 Hrs.): (503) 639 -4175 61 L INSPECTION WORKSHEET FOR DATE: 12/U2007 TIME: 7 :06AM PAGE: 59 SITE ADDRESS: 09402 SW WASHINGTON ON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICK'S SPORTING GOODS DESCRIPTION: TI OWNER: WASHINGTON SQUARE LLC, PHONE #: CONTRACTOR: SD DEACON CORPORATION (131328) PHONE #: 503 Inspection Request Scheduled For: Date: 12/6/2007 Pour Time: Code # Inspection Description Confirm # Contact # Message 775 Framing 060911 -01 971 - 563.1507 N Corrections /Comments/ Instructions: ' C-f elm 7_ i C ---2-- - , b r 1 G l ' ci o , .:4 gr ` rA 4- l , o 1 9 (., 4-'1.1 ❑ PASS A PARTIAL APP' • ■AL ❑ CANCEL ❑ NO ACCESS ❑ FAIL ■ .. • - INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: / Date: Phone #: (503) 718 - �/ il ' j ' CITY OF TIGARD BUILDING DIVISION , ' .,`- PERMIT #: BUP2007- 00181 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5!30.!2007 Phone: (503) 639 -4171 ,,� l'I�I Inspection Requests (24 Hrs.): (503) 639 -4175 ...':!+� � --- INSPECTION WORKSHEET FOR DATE: 11!2812007 TIME: 7:00AIVI PAGE: 29 SITE ADDRESS: 0.102 SW WASHINGTON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: I PROJECT NAME: DICKS SPORTING GOODS ' ' DESCRIPTION: TI OWNER: WASHINGTON SQUARE LLC, . PHONE #: CONTRACTOR: SD DEACON CORPORATION (134328) PHONE #: 503297 , Inspection Request Scheduled For: Date: 11/20/2007 Pour Time: 2:00 Code # . Inspection Description Confirm # Contact # Message 2 0 Reinforcing steel (rebar) 060390`01 503 - ?09.2793 40 t !.„,, , - ctions /Comments /Instructions: fi c K M \/A _V �bc MCC_ I PL-A- — I U I �J � , � r-t ► n� � - T • � - S I��z�/ S• IZ ‘,■./ D' - • V c i 1/ " I . L>c3 6 , ----- ( s -T A Ts L A-F / '' C7. e /2- ( 1. . (-: p6 y 3 /y // ( Spi,-., i.l SPC��' =� � y rs.1. � i0 - 7 -- cD Poo A---s P--, iNic) 43ove-- ❑ PASS 4 , 4 „ 0 . ,_________ ; - TIAL APPROVAL ❑ CANCEL ❑ NO ACCESS [I FAIL % ,CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED ' Inspector. —_ Date: // 76 a7 Phone# (503) 718- __Y___X CITY OF TIGARD , . • BUILDING DIVISION PERMIT #: R(j(2007.0C11t31 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5/30/2007 Phone: (503) 639 -4171 , p , r 1 „ „' . Inspection Requests (24 Hrs.): (503) 639 -4175 �..'!!� FL_.. INSPECTION WORKSHEET FOR DATE: 11/9/2007 TIME: 7 :00AM PAGE: 64 SITE ADDRESS: 0 402 SW WASHINGTON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICK'S SPORTING GOODS DESCRIPTION: TI OWNER: WASHINGTON SQUARE L.LC, PHONE #: CONTRACTOR: SD DEACON CORPORATION (134328) PHONE #: 603 - 8791 Inspection Request Scheduled For: Date: 11/9/2007 Pour Time: J Code # Inspection Description Confirm # Contact # Mess ` - 275 Framing 059389 -01 971- 563-1975 - ' Corrections/Comments/Instructions: Z - d ir c • ii S l7 c e_,-- p • , iii. _ - VG G 4 — /Z. G /4- Ai All° AP ,q F(.--_,4Z— -- )2© Vc4 pL S . . ❑ PASS ii PARTIAL APP'■ ± ❑ CANCEL ❑ NO ACCESS ❑ FAIL C CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: / Date: / '. o- Phone #: (503) 718 - -7—S7-,l . CITY OF TIGARD BUILDING DIVISION ` PERMIT #: BUP2007 -00 81 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5/30/2007 Phone: (503) 639 -4171 /yaw Inspection Requests (24 Hrs.): (503) 639- 4175 ill.. INSPECTION WORKSHEET FOR DATE: 11/61200 TIME: 7i00AM PAGE: 40 SITE ADDRESS: 09402 SW WASHINGTON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICK'S SPORTING GOODS DESCRIPTION: TI OWNER: WASHINGTON SQUARE LLC, PHONE #: CONTRACTOR: SD DEACON CORPORATION (134328) PHONE #: 503 Inspection Request Scheduled For: Date: 11/812007 Pour Time: Code # Inspection Description Confirm # Contact # Message 275 Framing 059267 -01 971- 5631507 N Corrections /Comments /Instructions: F --A -1"I i r\J tI !o Ge0 / U el /V 1,h< P_ /4''l a 1 10 t�(L b c. �<____ 0 .- 2 r-4,1_ v -T :, z ,�- /� . , tr - - -,:-, r=. A. /. 'r'`,. � � ' 7 � 1 ��'N' f.�'±II�".9`ui��N ^�S��R !yfi5?�, ^'sn'.7 >_ ❑ PASS CS PARTIAL APPR• ❑ CANCEL ❑ NO ACCESS F AIL ❑ / wil INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: it G'7 Phone #: (503) 718- 2--‘' CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2007 0018 i 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5/30/2007 Phone: (503) 639-4171 Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 11/212007 TIME: 7 :01AM PAGE: 60 SITE ADDRESS: 09402 SW WASHINGTON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICK'S SPORTING GOODS DESCRIPTION: TI OWNER: WASHINGTON SQUARE LLC, PHONE #: CONTRACTOR: SD DEACON CORPORATION (134328) PHONE #: 503-297-8791 Inspection Request Scheduled For: Date: 11/2/2007 Pour Time: Code # Inspection Description Confirm # Contact # Message 275 Framing 058693-01 971 -536 -1507 N Corrections /Comments /Instructions: 2241" � o 2 ti 6/4-7 !tt —z�2 Qom( ,1 ° I-o 1 <Cg � - 4 / - / • • ❑ PASS a02t _ARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: 7Z-I° 7 Phone #: (503) 718- ZC`fX CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2007 -00181 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5/30/2(107 Phone: (503) 639 -4171 keso � A Inspection Requests (24 Hrs.): (503) 639 -4175 'L.. INSPECTION WORKSHEET FOR DATE: 10/19/2007 TIME: 7:01AM PAGE: 26 SITE ADDRESS: 09402 SW WASHINGTON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICK'S SPORTING GOODS DESCRIPTION: TI OWNER: WASHINGTON SQUARE LLC, PHONE #: CONTRACTOR: SD DEACON CORPORATION (134328) PHONE #: J03- 297 -8791 Inspection Request Scheduled For: Date: '10/19/2007 Pour Time: Code # Inspection Description Confirm # Contact # Message 275 Framing 057952 -02 503- 536-8791 N Corrections /Comments /Instructions: S 1 Vic, o rte► e_ o I/ 1 ,!-4i S - c' �,/ 4 ` d T� (ro SI77 , !4 /o ❑ PASS ! _ e • • ❑ CANCEL ❑ NO ACCESS ❑ FAIL CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: / ° / Phone #: (503) 718- °C.Z7/ CITY OF TIGARD BUILDING DIVISION . . J' PERMIT #: 1 -00 81 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5/30/2007 Phone: (503) 639 -4171 /mv', Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 10/9/2007 TIME: 7:00AM PAGE: 43 SITE ADDRESS: 09102 SW WASHINGTON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICK'S SPORTING GOODS DESCRIPTION: TI OWNER: WASHINGTON SQUARE LLC, PHONE #: CONTRACTOR: SD DEACON CORPORATION (134328) PHONE #: 503.297 -8791 Inspection Request Scheduled For: Date: 10/9/2007 Pour Time: Code # Inspection Description Confirm # Contact # Message 275 Framing 057191 -01 971 -536 -1307 N Corrections /Comments /Instructions: / • - /0 gi 0 - e.,:,..,.__. . ---, ..-0 - ) 0,K 7c , .1 T" , i'S F' .1. ' 1W ��� P LA-7Q. S pot_ Afp Ki. ,f c�1 t 1,. ^s �� o 4 PASS V I V , TIAL AP' :. -_i1 1111111 ❑ CANCEL ❑ NO ACCESS n FAIL I CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED / Inspector: ■ — d Date: / 70 7 Phone #: (503) 718- 7-6 CITY OF TIGARD : BUILDING DIVISION : r . PERMIT #: SU P2007 -00181 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5{30/2007 Phone: (503) 639 -4171 ,' u�p Inspection Requests (24 Hrs.): (503) 639 -4175 _'!+� `'IL. INSPECTION WORKSHEET FOR DATE: 10/9/2007 TIME: 7:00AM PAGE: 42 SITE ADDRESS: 09402 SW WASHINGTON SQUARE. RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICK'S SPORTING GOODS 1 DESCRIPTION: Ti , OWNER: WASHINGTON SQUARE LLC, PHONE #: CONTRACTOR: SD DEACON CORPORATION (134328) PHONE #: 503.297_9791 Inspection Request Scheduled For: Date: 1002007 Pour Time: Code # Inspection Description Confirm # Contact # Message 285 Diywall nailing 057191 -02 971- 5361307 0 71213 - r6. .. ,. • -sn tiorks4 LZ't . .: l- _� _� PA • fork O 2 1 A'1 ^ Z�Th l 1 �� ∎ M .111• ' o �o ZPL,4GS F ) r‘rr■ c H19 tf141 _ ./ 0- el-■ \X isi , ilk.: t maw . ❑ PASS PA' IAL APPROVAL ❑ CANCEL ❑ NO ACCESS `,` AID •- L FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED /- Inspector: Date: / Phone #: (503) 718 - lam_ ► - - CITY OF TIGARD BUILDING DIVISION PERMIT #: QUP2007- 00181 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5/30v2007 Phone: (503) 639 -4171 . Inspection Requests (24 Hrs.): (503) 639 -4175 ittlit . INSPECTION WORKSHEET FOR DATE: 10/1/2007 TIME: 7 :00AM PAGE: 25 SITE ADDRESS: 09402 SW WAS HINGTON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICK'S SPORTING GOODS DESCRIPTION: T1 OWNER: WASHINGTON SQUARE LLC, ,PHONE #: CONTRACTOR: SD DEACON CORPORATION (134328) PHONE #: 503. 297 -079I Inspection Request Scheduled For: Date: 10/1/2007 Pour Time: Code # Inspection Description Confirm # Contact # Message 275 Framing 056649 -02 971.53E-1570 N Corrections /Comments /Instructions: // --‘) 7 L___ I i iN.I /-1-i &A /-1 /- & f i. °°T - 6 A. . i/ c, `' sr 1 r -r- F L.o p <-c (X R_ :cam is-i ECM 0 :.:f`. A. a 1 ' lei i ,. % Ai, ft_ Ai ❑ PASS ! = AL APPROVAL ❑ CANCEL ❑ NO ACCESS , ❑ FAIL ' CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED 6 i Inspector: Date: J 07 Phone #: (503) 718 - CITY OF TIGARD BUILDING DIVISION PERMIT #: I3i1P3007 -00181 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5/30/2007 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 ' °'I �� INSPECTION WORKSHEET FOR DATE: 10/1/2007 TIME: 7:00AM PAGE: 26 SITE ADDRESS: 09402 SW WASHINGTON SQUARE RD CLASS OF WORK: SUBDIVISION: WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICK'S SPORTING GOODS • DESCRIPTION: TI OWNER: WASHINGTON SQUARE LLC, PHONE #: CONTRACTOR: SD DEACON CORPORATION (134328) PHONE #: 503..297_8791 Inspection Request Scheduled For: Date: 10/1/2007 Pour Time: Code # Inspection Description Confirm # Contact # Message 285 Drywall nailing 056649 -01 971-536-1570 Y Corrections /Comments /Instructions: s L Ay(1C. S rt ii4j. S � f —oc ❑ PASS - TIAL APP: • ❑ CANCEL ❑ NO ACCESS ❑ FAIL P CALL FOR INSPECTION - - ❑ ADDITIONAL FEES ASSESSED Inspector: Date: 0 7 Phone #: (503) 718 -7 / • (l CITY OF TIGARD BUILDING DIVISION 4-- PERMIT #: BUP2007.00181 13125 SW Hall Blvd., Tigard, OR 97223 - DATE ISSUED: 5130/2007 Phone: (503) 639 -4171 AY Inspection Requests (24 Hrs.): (503) 639 -4175 111. INSPECTION WORKSHEET FOR DATE: 9/2512007 • TIME: 7 :00AM PAGE: 5 SITE ADDRESS: 09402 SW WASHINGTON SQUARE RD CLASS OF WORK: . SUBDIVISION:. WASHINGTON SQUARE LOT #: TYPE OF USE: PROJECT NAME: DICKS SPORTING GOODS DESCRIPTION: TI OWNER: WASHINGTON SQUARE LLC, PHONE #: CONTRACTOR: SD DEACON CORPORATION (134328) PHONE #: 503-297 -8791 Inspection Request Scheduled For: Date: 9/25/2007 Pour Time: Code # Inspection Description Confirm # Contact # Message 275 Framing 056248 -01 971- 536 -1507 N Corrections /Comments /Instructions: Fit •>� (�-� 4-4 ov ,. � �3 Go L U t I / it f? L—T t= _fit T. - mac= r O .rte = a • .. p' z r , n PASS L�ARTIAL APPRO ❑ CANCEL ❑ NO ACCESS n FAIL ' CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED - Inspector: _ — Date: f4� d 7 Phone #: (503) 718- 2.-F-: