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Permit a CITY OF TIGARD BUILDING PERMIT • a COMMUNITY DEVELOPMENT Permit #: BUP2010 -00040 I G A4t 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 03/26/2010 Parcel: 2S110AD08801 Jurisdiction: Tigard Site address: 10825 SW MURDOCK ST, APT# 7 Subdivision: PACIFIC CREST APARTMENTS Lot: 0 Project: Pacific Crest Apartments Project Description: Rebuild decks for units 7, 8, 11 & 15. Owner: FEES AFFINITY PROPERTY MANAGEMENT Description Date Amount 111 SW 5TH AVE #3690 Permit Fee - Additions, Alterations, 03/05/2010 $256.22 PORTLAND, OR 97204 Demolition PHONE: 503 - 892 -0099 12% State Surcharge - Building 03/05/2010 $30.75 Plan Review 03/05/2010 $166.54 Contractor: JR JOHNSON INC PO BOX 17196 PORTLAND, OR 97217 PHONE: 503- 240 -3388 FAX: 503 - 240 -3424 Specifics: Type of Use: MF Class of Work: ALT Dwelling Units: 0 Stories: 0 Height: 0 ft Bedrooms: 0 Bathrooms: 0 Value: $12,000 Floor Areas: Total Area: 0 Accessory Struct: 0 Basement: 0 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $453.51 Required: Required Items and Reports (Conditions) Fire Sprinkler: Parapet: Fire Alarm: Protected Corridors: Smoke Detectors: Manual Pull Stations: Accessible Parking: 0 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 the 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 the rules or direct questions to OUNC by calling 503.246.6699 or 1.800.332.2344. 1 4 Issued B 1 V: 1 ( Permittee Signature: CaII 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. Building Permit Application Commercial FOR OFFICE USE ONLY 114 . City of Tigard 1 h t7 0 }10 Received "Mall Permit No.: 4 QQQ q i IS U Date/B i 13125 SW Hall Blvd., Tigard, OR 97223 Plan Review �� w Date/By: Phone: 503.639.4171 Fax: 503.59 r' G ID Permit: Inspection Line: 503.639.4175 �'� OF TIGARD Date Ready /B, Ju RI See Page 2 for TIGARD Internet: www.ti and - or. ov g g BUILDING DIVISION Notified /Method: " / /t , Supplemental Information TYPE OF WORK REQUIRED DATA: 1- AND 2-FAMILY DWELLING El New construction I=1 Demolition Permit fees* are based on the value of the w ork performed. Indicate the value (rounded to the nearest dollar) of all E Addition /alteration /replacement ❑ Other: equipment, materials. labor, overhead. and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. ❑ I- and 2- family dwelling ❑ Commercial /industrial Valuation: 8 ❑ Accessory building E Multi - family Number of bedrooms: 111 Master builder El Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: 'b$ SIN m p ► , LK , New dwelling area: square feet City /State /ZIP: Tigard, OR 97224 Garage /carport area: square feet Suite/bldg. /apt. no.: Bldg PA Project name: Pacific Crest Apartments 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: Lot no.: Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all fax map /parcel no.: equipment, materials, labor, overhead. and the profit for the DESCRIPTION OF WORK work indicated on this application. Rebuild decks at units 15, 11, 8 and 7 on the PA Building. Demo of existing Valuation: S512,000.00 decks including concrete surface. Rebuild with open decking (PT Materials) Existing building area: square feet and aluminum rails. New building area: square feet ❑ PROPERTY OWNER ❑ TENANT Number of stories: Nance: Affinity Property Management Type of construction: Address: 111 SW 5 Ave., #3690 Occupancy groups: City /State /ZIP: Portland, OR 97204 Existing: I Phone: (503)892 -0099 Fax: (503)892 -3311 New: E APPLICANT ❑ CONTACT PERSON NOTICE Business name: J.R. Johnson, Inc. All contractors and subcontractors are required to be Contact name: Jennifer Whittington licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: P.O. Box 17196 jurisdiction in which work is being performed. lithe City /State /ZIP: Portland, OR 97217 applicant is exempt from licensing. the following reasons apply: Phone: (503) 240 -3388 Fax: : (503) 240 -3424 E -mail: jenne @jrjohnsoninc.com CONTRACTOR -- Business name: J.R. Johnson, Inc. BUILDING PERMIT FEES* Address: P.O. Box 17196 (Please refer to fee schedule) Structural plan review lee (or deposit): City /State /ZIP: Portland, OR 97217 Phone: (503) 240 -3388 Fax: (503) 240 -3424 FLS plan review fee (if applicable)_ CC13 lie.: 102676 Total fees due upon application: Amount received: l5 . , tiatt6i Authorized signatur This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name: Jennifer N 'hitti n Date: 3/5/10 * Fee methodology set by Tri- County Building Industry Service Board. 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P.O.Box17196 Portland, OR 97217 RE: 10695 SW Murdock Street, Portland, OR Exterior Deck Replacement Dear Clint: Attached please find calculation sheets S1 through S7, dated September 4, 2009, which verify the structural adequacy of the replacement of elevated exterior decks, as shown on drawings S -01 through S -05, dated September 4, 2009. Design is based on the requirements of the 2007 Oregon Structural Specialty Code, based on the 2006 International Building Code. If you have any questions or need further information, please call me. Sincerely, - ∎ • 1. Thompson, P.E., S.E., LEED® AP B , Associate ��Ii Attachments .._ _ j r� _ .1 IP � �r 13 •'1 q r , ) r JT:kw 206400.70lexterior deck calcs.docx , Jam.` J�3'.,2 86n.�iY- to 111 SW Filth Avenue, Suite 2500 Portland, Oregon 97204 -3628 (503) 227-3251 Fax (503) 227 -7980 .,tea; U' ii!CMIll r'lnllalnl iunen,' San .'k3n„ifcv Sac,alnenIo 1 r ,Inoeli;s Irvine San Dic c Pheani, DfAver St. lows Now Yorti _I Project EJAL y 0-1E44 By C ju Sheet No. /' 0 (�� ' Locaticn 10695 51, //kg Dock S1, — Dale Ocj .-04... (j,S (f Consulting Engineers ! I Job Mo. Client J,R, ,10,4,..1..S or-4 Revived l + i:rtlsncf.Gegcn I Zo / l7 / UD o • 7 ' Dale 1 C . , I f Ca,�a eA coN F r efsi .j. . 7 I13ALce.ly I,JTj: j j IPd ss �- 5'• ?..d •Z 4: 301 15 i i I cil 4rm' `ixe 61tor'L I -r DV' L �•,� ;J,Erottt, j D � n ,6: (,1, • H•g) Z• Jo,6•.t. 6 bo 11> ( I 2' is* N, :' 1:1 '. 7 I — � < 'TOTAL I f.?d , ! 1/.. : r. i 1 —7/ . 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S5 2o,' 00 , 60m150 G,4L(oi Y - SvJ 1410 uL Sr New Text Document (3).txt Conterminous 48 States 2005 ASCE 7 Standard Latitude = 45.414 Longitude = - 122.79 spectral Response Accelerations ss and s1 Ss and 51 = Mapped Spectral Acceleration values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 0.922 (Ss, site Class B) 1.0 0.334 (51, site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 45.414 Longitude = - 122.79 spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.131 ,Fv = 1.731 Period Sa (sec) 0.2 1.043 (SMs, Site class D) 1.0 0.579 (SM1, Site Class D) Conterminous 48 States 2005 . ASCE 7 standard Latitude = 45.414 Longitude = - 122.79 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SDI = 2/3 x SM1 site Class D - Fa = 1.131 ,Fv = 1.731 Period Sa (sec) 0.2 0.6_95_ (SDs, Site Class D) 1.0 0.86 (SD1, Site Class D) Page 1 • • � ^ ,� � �; r � s?� �}, �`'. � t��x,�GSix.te: R. a;t9�:.^73�.D, 6 ��h� a .L: ti rr' `St�'�;• v 16 r ' /� +t 1�` ��.{ `4ATERAL FORCE'- RESISTINGySYSTEM!��� , r t g ,�`E's r r,.. T - • J., • •- ..' 4!' ..._' K 1�.. -. 1 �r� de$ 'a7 ;inle, * • , "i *' # 3 ,+t ;a .- i • L V. if-r `r r ,. ��ti!Y • • � S CE b. 10d nails having penetration into fram- seismic and wind forces. Double diagonally sheathed ing of more than 1 -5/8" are spaced 3" on lumber diaphragms shall be constructed of two layers t, center or less at adjoining panel edges. of diagonal sheathing boards laid perpendicular to each 4. Wood structural panels shall conform to other on the same face of the supporting members. the requirements for its type in DOC PS 1 Each chord shall be considered as a beam with uniform or PS 2. load per foot equal to 50% of the unit shear due to dia- 1 4.2.72 Diaphragms Diagonally Sheathed with Sin- phragm action. The load shall be assumed as acting gle -Layer of Lumber: Single diagonally sheathed lum- normal to the chord in the plane of the diaphragm in ber diaphragms are permitted to be used to resist seis- either direction. Nailing of diagonally sheathed lumber mic and wind forces. Single diagonally sheathed lum- diaphragms shall be in accordance with Table 4.2C. ber diaphragms shall be constructed of minimum 1" '4.2.7.4 Diaphragms Horizontally Sheathed with' _ thick nominal sheathing boards or 2" thick nominal Single -Layer of Lumber: Horizontally sheathed lumber lumber laid at an angle of approximately 45° to the diaphragms are permitted to be used to resist seismic supports. End joints in adjacent boards shall be sepa- and wind forces. Horizontally sheathed lumber dia- rated by at least one joist space and there shall be at phragms shall be constructed of minimum I" thick least two boards between joints on the same support. nominal sheathing boards or minimum 2" thick nominal Nailing of diagonally sheathed lumber diaphragms shall lumber laid perpendicular to the supports. End joints in be in accordance with Table 4.2C. Single diagonally adjacent boards shall be separated by at least one joist I : sheathed lumber diaphragms shall be permitted to con- space and there shall be at least two boards between sist of 2" nominal lumber (1 -1/2" thick) where the sup- joints on the same support. Nailing of horizontally ports are not less than 3" nominal (2 -1/2" thick) in width sheathed lumber diaphragms shall be in accordance or 4" nominal (3 -1/2" deep) in depth. with Table 4.2C. 4.2.7.3 Diaphragms Diagonally Sheathed with — Double -Layer of Lumber: Double diagonally sheathed lumber diaphragms are permitted to be used to resist • AMERICAN WOOD COUNCIL . _ .... _____ ____ Table 4.2C Nominal Unit Shear Capacities for Wood -Frame Diaphragms :.- Lumber Diaphragms . d faq A B Type, Size, and Number of Nails per Board SEISMIC WIND Nailing at Intermediate and End Nailing at Boundary Members v, G, v, Sheathing Sheathing Bearing Supports Material Nominal i Dimensions (Nails/board/support) (Nails /boardlend) (pit) (kips /in.) (pit) 44 1x6 2 -8d common Halls (3 -8d box nails) 3 -Sd common nails (5 -8d box nails) 'it Horizontal 1x8 3-8d common nails (4 -8d box nails) 4 -8d common nails (6 -8d box nails) Lumber 100 1.5 140 , • Sheathing 2x6 .2 -16d common nails (3 -16d box nails)' 3 -16d common nails (5 -16d box nails) 2x8 3 -16d common nails (4 -16d box nails) 4 -16d common nails (6 -16d box nails) - 1x6 2 -8d common nails (3 -8d box nails) 3 -8d common nails (5 -8d box nails) Diagonal 1x8 3 -8d common nails (4 -8d box nails) 4 -8d common nails (6 -Bd box nails) =; Lumber 600 6 840 Sheathing 2x6 2 -16d common nails (3 -16d box nails) 3 -16d common nails (5 -16d box nails) 2x8 3 -16d common nails (4 -16d box nails) 4 -16d common nails (6 -16d box nails) 4. • . T o 1x6 2 -8d common nails (3 -8d box nails) 3 -8d common nails (5 -8d box nails) u.) Di golnal 1x8 3-8d common nails (4 -8d box nails) 4 -8d common nails (6 -8d box nails) 1200 9.5 1680 R° Lumber 2x6 2 -16d common nails (3 -16d box nails) 3 -16d common nails (5 -16d box nails) � r Sheathing 2x8 3 -16d common nails (4 -16d box nails) 4 -16d common nails (6 -16d box nails) ,a �7 1. ° u) —0. I . Nominal unit s hear capacities shall be adjusted in accordance with 4.2.3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. For general construction e d requirements see 4.2.6. for spccttic rcquircments, see 4.2.72 for diaphragms diagonally sheathed with a single -layer of lumber, sce 42.7.3 for diaphragms diagonally sheathed with �? a double -layer of lumber, and sce 4.2.7.4 for diaphragms horizontally sheathed with a single -layer of lumber. ,. •k 0 Z _ i 2... 4 t 'I 41 II . ,, ,, 0 „., 0 J :,tr SW3ISAS JNIISIS3M 1VH31V1 - J I j - P�Gl.tcn� ES 4r �v 1 Locnt:cn Coq? SAN Nlua.00:ti. ST' . I Onre 09.04- Oq Consulting Engineers! nrl Client .1. R • J�>laSa -t ravc._d Dow- GENERAL STRUCTURAL NOTES: WHERE CONFLICTING INFORMATION OCCURS, NOTES AND DETAILS ON THE SUBSEQUENT STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL STRUCTURAL NOTES. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. CODE REQUIREMENTS: CONFORM TO THE 2007 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2006 INTERNATIONAL BIULDING CODE (IBC). TEMPORARY CONDITIONS: THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND /OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND /OR SEQUENCES. EXISTING CONDITIONS: ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD (SER) OF ANY SIGNIFICANT DISCREP T U)p FROM CONDITIONS SHOWN ON THE DRAWINGS. � PR oFFI J � ' ASSUMED FUTURE CONSTRUCTION: ` e ® v 5' . ln VERTICAL: NONE ; HORIZONTAL: NONE �� ,• 40 N * 1 1). 73 DESIGN CRITERIA: x 13 1 ' ' DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN An>our;',am �O DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN: GRAVITY SYSTEM CRITERIA UNIFORM LOAD CONCENTRATED LOAD DECK LIVE LOAD: 60 PSF L.L. -- VERTICAL DEFLECTION: PER OSSC TABLE 1604.3: L/360 LIVE LOAD L/240 DEAD LOAD PLUS LIVE LOAD NOTES: 1. LIVE LOADS REDUCED PER OSSC. 2. MEMBER DESIGNED FOR MORE CRITICAL OF UNIFORM OR CONCENTRATED LOAD. 5 CC�eQa� Sm— t,uL7PAL Nnn::s p ( /JO Snot h le. — 1 p:wact ��S p .f 8; ; riil �/� j I IOCOIIOn 10 �•� � -. 0i L Oy' �. Consulting Engineers . �0�r' SW ivl ur�c� Dale __! �mcrif,C■_ a -n ioettleao — Dale SNOW CRITERIA I i GROUND SNOW LOAD: P = 10 PSF IN ACCORDANCE WITH 2007 SNOW LOAD ANALYSIS FOR OREGON FLAT ROOF SNOW LOAD: Pf = Pt MIN = 20 PSF RAIN -ON -SNOW SURCHARGE: 5 PSF SNOW EXPOSURE FACTOR: C = 1.0 SNOW LOAD IMPORTANCE FACTOR: I = 1.0 THERMAL FACTOR: = 1.2 SNOW DRIFT: PER ASCE 7 -05, CHAPTER 7 WIND CRITERIA BASIC WIND SPEED MAIN WIND FORCE RESISTING SYSTEM: 80 MPH (FASTEST MILE) PER 1998 OSSC • g�r7T : , -171- • . EXPOSURE: B ` • 1 0 IMPORTANCE FACTOR: I„ = 1.0 0 < ' e PRESSURE COEFFICIENT: C. = 2.3 + 0.5 = 2.8 UPWARD SEISMIC CRITERIA .,t • t• OCCUPANCY CATEGORY: t• SEISMIC DESIGN CATEGORY: D r • �a ( i SITE CLASS: • D • MCE SPECTRAL ACCELERATION: S = 0.922 S = 0.3341 1 - to I SITE COEFFICIENT: F = 1.131 F„ = 1.731 DESIGN SPECTRAL ACCELERATION: SD5 = 0.695 Sin = 0.386 ANALYSIS PROCEDURE: COMPONENTS PROCEDURE PER ASCE 7 -05, SECTION 13.3 IMPORTANCE FACTOR: I = 1.0 AMPLIFICATION.FACTOR: a 1.0 { RESPONSE MODIFICATION FACTOR: I R = 2.5 STRUCTURAL OBSERVATION: THE STRUCTURAL ENGINEER OF RECORD (SER) WILL PERFORM STRUCTURAL OBSERVATION BASED ON THE REQUIREMENTS OF THE OSSC AT STAGES OF CONSTRUCTION LISTED BELOW. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SER TO PERFORM THESE OBSERVATIONS. STRUCTURAL OBSERVATION PROGRAM ITEM COMMENTS AS REQUIRED TO ADDRESS 1. A FIELD REPORT WILL BE SUBMITTED AS REQUIRED STRUCTURAL ISSUES FOLLOWING EACH SITE VISIT. 2. THE PURPOSE OF STRUCTURAL OBSERVATION IS TO ASSESS THE GENERAL CONFORMANCE WITH THE STRUCTURAL DRAWINGS. • S"' � ES .r+"tZU( -tt1 e_ N F_i hos 02 ND Sc,aa 1 FG t 4r Ev { Vin•_ et r tc. Yf(7 @L'( /�j {��, Locctian IotJ 1N ti U2..DOtt� Date QLt.O p ' 03 tni . y Consulting Engineers pp 4 Gent J. F-• ,O LI eJ1o.a Ra:•seo JcUlJe. %b•Ilow,O,epa+ � i - -- ( Dot — 1 2.0& 4O.1 SAWN LUMBER: SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE KILN DRIED AND BE THE SPECIES AND GRADE NOTED BELOW: USE SPECIES /GRADE Fb (PSI) (BASE VALUE) DIM. LUMBER 2" TO 4" THICK DOUGLAS FIR -LARCH NO. 2 900 BEAMS 5 "XS" AND GREATER DOUGLAS FIR -LARCH NO. 1 1350 POSTS DOUGLAS FIR -LARCH NO. 1 1200 T &G DECKING DOUGLAS FIR -LARCH COMMERCIAL DEX 1450 ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED, UNLESS AN APPROVED MOISTURE BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. ALL NAIL HOLES SHALL BE FILLED WITH STRUCTURAL FASTENERS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND FASTENERS SHALL BE INSTALLED FOLLOWING ALL MANUFACTURER REQUIREMENTS. IF A SUBSTITUTION IS MADE, A DOCUMENT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD (SER) FOR APPROVAL OUTLINING THE FARMING ACCESSORIES BEING REPLACED AND THE SUBSTITUTED ACCESSORIES HAVING AN EQUAL OR GREATER CAPACITY. HANGERS NOT SHOWN SHALL BE SIMPSON U -TYPE OR B -TYPE OF SIZE RECOMMENDED FOR THE MEMBER. I � ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND CONFORM TO ASTM F1667, "STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES" AND NER -272 "POWER- DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF BUILDING CONSTRUCTION." NAILS SHALL BE IDENTIFIED BY LABELS (ATTACHED TO THEIR CONTAINERS) THAT SHOW THE MANUFACTURER'S NAME AND NES REPORT NUMBER, NAIL SHANK DIAMETER, AND LENGTH. NAILING NOT SHOWN SHALL BE AS INDICATED ON OSSC TABLE 2304.9.1 OR NER -272. THE FOLLOWING NAIL SIZES SHALL BE USED: NAIL TYPE SHANK DIAMETER (IN.) MINIMUM PENETRATION INTO FRAMING MEMBER (IN.) 6d 0.113 1.25 8d 0.131 1.50 10d 0.148 1.625 12d 0.148 1.625 16d 0.148 1.625 zX U CTU R — CUTTING AND NOTCHING OF JOISTS SHALL CONFORM TO OSSC SECTION 2308.8.2. 44 ����� P Oft ® SALVAGED LUMBER SHALL BE GRADED BY AN APPROVED GRADING AGENCY PRIOR Ti : `= ND, '; L �� MEET THE MINIMUM BENDING STRESSES SHOWN ABOVE. • -- 1 � " , 1 g 1q 4 / Nn Sc.aI-E_ * 112- ?2-31- / o - I , Project GAL•e o , — if ES 4r BY C--.1 L Sheet Na Location 1 06 9 S 5 W /viva. CC,e ce s T. Dale '9 /Z. /U , 04 y 170 :(' /�0: Consulting Engineers Job No. Client Revised ka lhncf. C.,,gcn -- - Date 206 0 0•7 • ' ' I I I I 1 I i - - f I I E) SWL.Dlr►G 0 I . 14 : -•ate— . { I ()PAfp NT 1- i 4 NE on. 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