Loading...
HomeMy WebLinkAbout110 E 3rd St - Engineering TECHNICAL Permit 11-10 Address 110 C 3 rd Project description 'EYythe ?rrnct re,rrioole1 Date the permit was finaled 1 1269 of technical pages 11)- J STRUCTURAL CALCULATION 9 wi S afeway #14 tt RTu 92 „0,,,‘. w t, 4.440 wo ew arms 4hio SAFEWAI( Port Angeles, Washington g s, TILANDISCHMIDT ARCHITECTS PC 3611 SW, Hood Street, Suite 200 Portland, Oregon. 97239 i A s*,,,, i sr S i"��.. i. a 7i f. 9 r rv yr s� t 3 6 22 Riamilmir f-,,z,,,..,,, +EC 5TE:� G ti� TO NAL E p Structural Engineers EXPIRES APR 21, 2013 d .4... .L".L *.w`^^w.P"r.F1'fi""`".EL.. 5 ..,.,41 ..P' w ^'.:....Z,..9^'.'..w. »L"^b.#' &°arraR.C.S•.... „,w:lil:SK'EC 'k1w” Ta' C`°».3.:ew".'.w'.fl b"'. SK" arm. ^w ,rt... 100 East 13th Street Suite 10 Vancouver, Washington 98660 Portland: (503) 384 -0460 Vancouver: (360) 699 -0607 ...Lg.! VA 'saiauv 1.1od 7,J. -iii 1 6 T ON 3NOIS AVIVCIAVS 1:1. i i 1 1 z z 1 o_ G) ■11 0 a. I.- t 4, t i...1 T Cr e 0 1 h .c1 kp tA 40 M1 1 t ,..t LIN 1 .7 a° 0 I 1 11111 i t b cp 1 PEN i 11 i e III wilimasil) fl; I AEI L 0 IMANI 1 0 -1 m f2 7; 0 1 .1 i •1 i L :4_,_ ArV t•-.-.4 L' g at 4 7 L ..4 III.: ;iol ii !..5 Effi I V'''..- i i l l ill ----I ZIL., wIlil _IIII Nip 1 I. WIIIIIM 4) IMA 11 -E.fr) m..\:c 'X 4 1 ...Tz. 7 ,D.,. 1 1 i 1 11.- I 1 il .1 1 i. •-l 0 o AB 0 0 0 i. t4 1 E 0. all .0-.1 •1 Ell iii L' 1 1 I i C OW:WSW _1 1 1 a) i i 0 —4-- oo oe oo .100111111111 g f I e "COX N. 4 li" °D •7_ 1 t m Lc L 0. gg g 111101i i op 1 igi.11 i q 2 ii .1 A 1 1111 1 ,i ,.g gpono z'; li e 1 a i rill f,,,,h:kgi4h11.1 1 kll .111 6 176 1 3 7 i ,rte 4 ,114_ f\ L... By: Project Jab No. Associated 1 i �4 Lir, .4. e t c Consultants, Location k Date al I nc Structural Engineers q I Client She t !M o. 100 East 13th Street Suite 10 Vancouver, Washington 98660 Portland: (503) 384-0460 •Vancouver. (360)699 -0607 t 11 c :2 rte F es a t ,j r :lam -1-1.-. 7 v =ems f f I 1 f s A r 1 g- P 7 -7 "e2- .67_,, if a 4 y 3 r� Y 3: T N s, .am d 6 pi I IS" rt 1 01 1 f 9 7,--;,....„- •I t t i f Y j a By. MY Project Job No. ti ainsor 1- Location r." Date t 7 P. Structural Engineers �2 l 1 Client Sheet No. 1340 SW Bertha Boulevard Suite 200 Portland, Oregon 97219 Phone: (503) 384 -0460 Fax: (503) 384 -0459 0, b t r✓ i „(2".--, A i 1 A .:1--.17..,...A. •0: a.).- 2. 1 4 i u i A 1.-471„ .77,-- --i; 0 0 q 4 .4--- t 1 k.,..-- i i 1 .17 1 i I 1 I 1 _,.._i.,---------- ii i ..„.e>.'4- Z.,-1-17/1 -,...4/ i i 4 11 7 eo ti N i e c ,„-i-, 1 5 p___:„ 1 i s 4.... F di- 1 E-1-( 0 i i t,„ d f: I j- -;Ii■ei i '01.. k„..--7” 4-- t r." g 1 g- 5 v4t I :ff,., .i... r--.1-.----•,. i t 1:' t i /4 Fc1j I) r..1.,...------, A WI Vt.. /0 i f;._............p .......4,-- ..c.,,..k,. 4,7- ..,••1'4,...„ i 1 L- 4 xe >e.... I.L.A. 5 Er var 1 1 i t k „„„i. tp, I t 1 I 0 Ex i 47 Jo 15 I f ev u.--= JO I TS i p C.d.H.N. O 0...a ..5 .6 e F ..„.,,ie..7:- 8 1 4 -7 i i f r 4.... A i i i 1 (.__Di f c--3 A t op,,i,i .4_ e,--- tc--r._:•vi (4--J i /r:, :9;1 i p:•.,-,/,‹: mY 1 I By: Project Job No. .1 4 OE: I t Li i I f 47 i t-. a n L; 0 f t Location I Da t 111 inc. structural Engineers eq „:„,o5 0 47 Client shet N 1340 SW Bertha Boulevard SoiLe 200 Ponland, Oregon 97219 "4. 77 e o. Phone: (503)3E4-0460 Fax: (503)354-9459 ,d:. .P. 1 1 P s 3I. ,J f 3 b r B, MY 1 Project g Job No. E _t t Locarson Me Structural 6� 1 Client Sheet J l 1340 SW Bertha Boulevard Suite 200 Portland, Oregon 97219 2 4 Phone: (503) 384 -0460 Fax: (503)384 -0459 I 6 4 TITANE' 4YCC3024B -SUB -1 A TAG: SUBMITTAL SINGLE PACKAGED GAS HEATING ELECTRIC COOLING 4YCC3024B1064A PRODUCT SPECIFICATIONS MODEL 4YCC3024B1064A CD Certified in accordance with the Unitary Air Conditioner Equipment certification RATED Volts /PH /Hz 208-230/1/60 program, which is based on ARI Standard 210/240. Performance Cooling BTUH© 23000 All models are certified -to UL 1995. Ratings shown are for elevations up to 2000 Indoor Airflow (CFM) 725 ft. For higher elevations reduce ratings at a rate of 4% per 1000 ft. elevation. Power Input (KW) 2.09 Convertible to LPG. EER /SEER(BTU /Watt Hr.)Os 11.0 13.0 pp 0Thisvalueisa roximate.Formore precise Sound Power Rating (db(A)10 76 Performance Heating© Based on U.S. Government Standard Tests. Input BTUH 1st Stage (Natural Gas) 64000 Filters must be installed in return air stream. Square footages listed are based on AFUE 80 300 f.p.m. face velocity. If permanent filters are used size per manufacturers Temp. Rise Min /Max °F) 35 65 recommendation with a clean resistance of 0.05" W.C. Orifice Qty Drill Size (Natural Gas)© 2 #37 Sound Power values are not adjusted for ARI 270 -95 tonal corrections. POWER CONN.— V /PH /HZ 208-230/1/60 7 Standard Air Dry Coil Outdoor. Min. Brch. Cir. Ampacity®. 13.6 Fuse Size Max. (amps) 20 Fuse Size Recmd. (amps) 20 COMPRESSOR RECIPROCATING Volts /Ph /Hz 208-230/1/60 R.L. Amps L.R. Amps 8.3 57.8 OUTDOOR COIL TYPE SPINE FIN Rows /F.P.I. 2 24 Face Area (sq.ft.) 13.32 Tube Size (in.) 3/8 INDOOR COIL TYPE PLATE FIN Rows /F.P.I. 3 15 Face Area sq.ft.) 3.54 Tube Size (in.) 3/8 Refrigerant Control EXPANSION VALVE Drain Conn. Size (in.) 3/4 FEMALE NPT OUTDOOR FAN TYPE PROPELLER Dia. (in.) 23.0 Drive /No. Speeds DIRECT 1 CFM 0.0 in. w.g.® 2530 Motor HP /R.P.M. 1/12 810 Volts /Ph /Hz 230/1/60 F.L. Amos /L.R. Amos 0.90 0.95 INDOOR FAN TYPE CENTRIFUGAL Dia x Width (in.) 11.X 10 Drive /No. Speeds DIRECT 2 CFM 0.0 in. w.g.® SEE FAN PERFORMANCE TABLE Motor HP /R.P.M. 1/4 825 Volts /Ph /Hz 200-230/1/60 F.L. Amps /L.R. Amps 1.4 2.8 COMBUSTION FAN TYPE CENTRIFUGAL Drive /No. Speeds DIRECT 1 Motor HP /R.P.M. 1/35 3480 Volts /Ph /Hz 208 230/1/60 Fl A 0.53 FILTER FURNISHED NO Type Recommended THROWAWAY Recmd. Face Area (sq. ft.)© 4 REFRIGERANT R410A Charge (Ibs.)® 5.8 GAS PIPE SIZE (in.) 1/2 DIMENSIONS H X W X L Crated (in.) 45.86 44.5 52.03 WEIGHT Shipping (lbs.) Net (lbs.) 444 348 1 i NOTICE: The manufacturer has a policy of continuous product and product data improvement and 2009 Trane reserves the right to change design and specifications without notice. -I- 1----4(.------77-:: 11111 Z 41111111 s lito. I 0 0 0 0 o i ..'1..... .0 01 4 ..0 ...0 0. 0. 0 .0 0... 0 z...„, [11-11/16] ln (OUTS(DE) •Eim 1 i 10,. "I• 58. 19 177.55 SUPPLY 398.22 (15-11/16) 79.50 -ow (OUTSIDE) [3 76.07. 398.22 o'r [6-15/16] [15-11/16] (OUTSIDE) BACK DUCT OPENINGS 1 s 11 530.60 17.78 [II/161 F -l—i 120 X X SECTION X TYPICAL (8) SIDES OF SIDEFLOW DUCT OPENINGS C _s..... 1155.46 145-1/21 (SURFACE 6666) BACK SIDE 1 i 1 4 Unit Clearance and Weight Information [40 -27/ D C [48-27/32] C -I -98.26 II 56 1 INLET [3-1/8] (1ANGE] (DUCT FLANGE) W2 03 l e ilill [43 4 1 59 INLET 1 INN- I1ii�`. Ii \S `y��♦/1 .01-- INLET i�S':12:01:'°'- /19[40 B `e% 200.29 [7 -1181 WI W4 4 INLET TOP SIDE SIDE CENTER OF GRAVITY T OUTLET .F_. -__.,1___A___ c--- I A zs. ao [I] ONDENSATE DRAIN FOR 1 �.a.. 41 8.23 19.0 [3/41 FEMALE NPT FRONT SIDE [18- 23/32] LEFT SIDE Aiiiik i i /1 l 18.03 18.29 [23/321 [23/32] I Y 11 14.22 q [9/161 p SECTION Y-11 h TYPICAL (8) SIDES OF DOWNFLOW DUCT OPENINGS BOTTOM SIDE 2 a an ASSOCIATES, /NC. GEOTECHN!CAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING INSPECTION February 16, 2012 1CA Project No: 106 11205 Building Permit No: 193177 Jerry Gibbs SD Deacon 2375 130 Avenue NE Suite 200 Bellevue, WA 98005 RE: Safeway Pharmacy Remodel fa/LE Y Y Port Angeles, WA Dear Mr. Gibbs: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: January 26, 2012 Field Report No. 148998 Welding Report No. 2708 Welding Report No. 2179 February 03, 2012 Field Report No. 147663 Welding Report No. 2712 Referenced concrete reports and compressive strength data will be mailed following 28 -day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, CY. William D. Ugolini, ICC Certified Projects Manager Peninsula Division WDU /aw Enclosures cc: City of Port Angeles: permits @cityofpa.us With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A Poulsbo, Washington 98370 (360) 598 -2126 Fax: (360) 598 -2127 FIELD REPORT NO: Associates, Inc. GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: „l CONTRACTOR: r-, PROJECT d m2 JURISDICTION: T,- 4- 0"• e PROJECT: PERMIT 0 1 9 7 0 1 1 c 6c LOCATION: r. r►`r.t INSPECTOR: KRAZAN PROJECT MANAGER: Pv .6 WEATHER: r T MP: r tab r et, l h SE, y-- Yv+ to ref 1 .41./ r r .e.. Z1 [J�.� P�P 6..1 �°�L°. f 'Y^'� C�1t 6 H L7Y1 7s. 1-L. a r f'6tte..Gf (wlc`nd L L►Q'�. a e 1 j a rc. ki i r.4 sL* rl 4.r t cam_, -1' r, /1 ._S `P1114j t tic.! f �l L!. r L .a.�vtvr.6.f 7n 14- 1/ a[ �J L? r"0 Equipment/Asset Number(s): To the best of my knowledge, the above WAS AS NO performed in accordance with 'proved plans, specifi• tions, and regulatory requirements. Superintendent/Representative, ,C( Tec• .n: This report indicates our Inspector's observation and testing results based on the site condition and contractors acti ies. This information is subject to review prior to V.1 submittal, Dy going this report, our inspector does not accept responsibility for validity of the results- Some information on this report may have been provided by others on site. The information provided on this report is prepared' or the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan 8 Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 WELDING Associates, Inc. REPORT NO.: 2708 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CONTRACTOR: PROJECT#: /d 11 C�� j PERMIT NO: PROJECT. e INSPECTOR: t LOCATION: f r,L a� JURISDICTION:*i��- "���r'�- 0,- eA -4 .-5s KRAZAN PROJECT MANAGER: WEATHER: TEMP: FIELD SHOP WELDING M.T. P.T. V.T. item(s) inspected: INWO111 4 Ak a Carr r 04/ 4 r i.J ;1,1 S rs h r /moo UJdj PC'eSe e d t1 r f ,t1 .1 --C r CAISA vs, S t Position: FLAT VERITCAL HORIZONTAL OVERHEAD filler Metal: Process: SMAW FCAW GMAW SAW Other. Weld Type: FILLET C.P. P.P. PLUG Other. Weld Size 3/16° 1/4" 5/16" 3/8" Other. Codes: AWS AISC TITLE 21 TITLE 24 UBC ASME To the best of my knowledge, the above WAS a AS NOT stormed In accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: a Techn 215 West Dakota Avenue, Clovis, C4 93612 (559) 348-2200 226 N. Sherman, Ste. A, Corona, CA 92882 (9 549 -1188 4231 Faster Ave., Bakersfield, 04 93308 (661) 633 -2200 1501 15th Street NW, #106, Auburn, WA 98002 (2 939 -2500 1025 Lone Ram Ave. Ste. 2E, Modesto, CA 95351 (209) 572 -2200 20714 State Hwy 305 N.E., Ste. 3C, Poulsbo, WA 98370 (36 598 -2126 545 Parrott SL, San Jose, C4 95112 (408) 271 -2200 19501 144th Acenue NE F -300, Woodinville, WA 98072 (425 85 -5519 123 Commerce Circle, Sacramento, CA 95815 (916) 564 -2200 12816 N. E. 95th St., Ste. B -100, Vancouver, WA 98682 (360) 254 -3200 <f. .ORT ~ l~~ r.. L~ ~ ~lC~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Property Zoning . . . Application valuation 03-00000187 Date 312 S LINCOLN ST 0630000069000000 PUBLIC WORKS UTILITES 4/07/03 o Owner Contractor RICHARD A BONDELID, TRUSTEE C/O LANDMARK PROP MGMT PORT ANGELES WA 98362 OWNER Permit . . . . Additional desc Permit Fee Issue Date Expiration Date DRIVEWAY INSTALLATION DRIVE WAY CLOSER 145.00 Plan Check Fee 4/07/03 Valuation 10/04/03 .00 o ---------~:~---~~~:_~:::~:__:::_-~~-~~~-------------------------~;;~~ permi t .. . . RIGHT OF WAY Additional desc Permit Fee Issue 'Date Expir(:lt;ion Date 45.00 4/07/03 10/04/03 Plan Check Fee Valuation .00 o Qty' Unit Charge Per Extension BASE FEE .00 .00 4978.7400 ECH DRA FEES PLUS INTEREST .00 -------_:~~~-------~:~~~~~-~~---~:~~-~~-~~:_:~:=---------------~ Permit . . . . .Addit.ional desc Permit Fee Issue Date Expiration Date SANITARY SEWER HOOK UP Plan Check Fee Valuation 185.00 4/07/03 10/04/03 .00 o .. Qty 1.00 2.00 Unit Charge Per 95.0000 EA SAN SEWER HOOKUP 45.0000 EA STORM DRAIN C/B Fee swnmary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 375.00 375.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 375.00 375.00 .00 .00 03- /~ 1 s~~ 3 I 2- <:; L~ h ~ol Y) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (if owner is builder) Date T:\PLANNING\FORMS\I 102.15 [4/2002J CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date Time Received by (phone, person) ;;..Ofp-7tm-<6487 ~'_I Al Location of Work to be inspected 110 f ~iLa..ay Name of person requesting inspection ~ -~ Address of person requesting inspection Phone No. Type of Inspection (circle appropriate one): Permit No. o 37-1k'7 Sewer Foundation Framing Chimney Plumbin~wer Excav. Other O/L~~{db~~r) ~ ~. INSPECTION NOTES: ()I'~- ~ - ~ Inspected: Date /0/z,I;05 Time By.. ,- Remarks: /,ex, ~J ~ RESTORATION REQUIRED. . . . .. YES NO ill/iU;( ;2aU / ~~~1;n1 /4/tU-fJ M d-L l#pt!huI Ip?!tJ3 - -t?ift~J p;t;'~ 1/fd/Q1 t?dj/P/?7~ SURFACE RESTORATION: SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC D Other D Repaired by City [] Repaired by Permittee D No Damage Found Work Order # D COMPLETE D INCOMPLETE r@ (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE)