Loading...
1994, 08-04 Permit App 94007410 4-Car CarportsPROJECT NUMBER= 940074 APPLIGATTOfl L E= 08/04/94 PAGE= 01 ****** THIS IS NOT A PERMIT ****** PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 13337 E GUTHRIE DR ADDRESS= SPOKANE WA 99216 PERMIT USE= CAR PORTS - FOUR CAR PLAT#= 001218 PLAT NAME= BLOCK= 20 LOT= AREA= 00077887 F/A= # OF BLDGS= 1 # DWELLINGS= OWNER= MOORE, CARL STREET= 13320 E 28TH AVE ADDRESS= SPOKANE WA 99216 PARCEL#= 45274.2303 STALLS HILL VIEW ESTATES 1 ZONE= UR-22 F WIDTH= 4 WATER DIST DIST#= DEPTH= F R/W= 60 PHONE= 509 921 6482 CONTACT NAME= CARL MOORE PHONE NUMBER= 509 921 6482 BUILDING SETBACKS: FRONT= UNK LEFT= UNK RIGHT= UNK REAR= UNK ****************************** REVIEW INFORMATION ***************************** DEPARTMENT BUILDING COMMENTS: --BUILDING SETBACK REVIEW REQUIRD COMMENTS: ENGINEER SITE DRAINAGE TO BE REVIEWED PLANNING SITE PLAN REVIEW REQUIRED COMMENTS: cite.ay az) P° a/4th° FIRE DISTR FIRE FLOW TO BE REVIEWED COMMENTS: REVIEW REQUIREMENT PLAN REVIEW REQUIRED to t J , fA 9 - 0744 ti&C 6 f-� N(� N/A 'Reg- c.r4ec.., ******************************* BUILDING PERMIT ******************************* CONTRACTOR= OWNER NEW= X REMODEL= DWELL UNITS= OCCUP. LD= PHONE= ADDITION= CHANGE OF USE= BLDG HGT= 8 STORIES= 1 BLDG W X D= 36 X 17 SQ FT= 612 SPRINKLER= N PROJECT NUMBER= 94007410 APPLICATION DATE= 08/04/94 PAGE= 02 REQ PARKING= #HANDICAP= DESCRIPTION GROUP CARPORT M-1 ITEM DESCRIPTION CRITICAL MAT= N TYPE SQ FT VN 612 QUANTITY COMMERCIAL VALUATION STATE SURCHARGE COMMERCIAL SURCHARGE PERMIT TYPE Y Y Y VALUATION 4284.00 FEE AMOUNT 72.00 4.50 12.96 FEE AMOUNT AMOUNT PAID AMOUNT OWING BUILDING PERMIT 89.46 89.46 PROCESSED BY: BURRIS, ROBIN PRINTED BY: BURRIS, ROBIN .00 .00 89.46 89.46 ******************************** THANK YOU ************************************ 11 L General information APPLICATION WORKSHEET Job -a ress 3S3 r4-77% e Owner -5- — "77 Ma iling address R- &a-21 /qcs- 7/ city k.ciLL-e State 1TrTel it uncliCi 7'r c74k2../ 1 Site Information Legal Description Property size Water District Number of: • Road width I)weflinp134uktings Project Information L:ermit G. New 1 Addition Remodel (-bane of use Building Information BuiIdingheigIi Stones f...ntscaf Material Dwelling units Occupant load Buitging dimensions l otal square tootage Req'd parking Handicap parking Spnnber system care foe ain oor econd 1IOC inisheci ba n ints e nage Contri 'cense nu at mg a tty, state. Heating c4 r20e WS e ellice r area PROJECT •pwrACT & 6 PIIONE Spokane County Division of Buildings •• _ - • * ricioari rcnol SP qg7C S P O K A N E s ac-:■:" =JLi� �°ti; ;:a►�' DEPARTMENT OF BUILDINGS JAMES L. MANSON, C.B.O., DIRECTOR A DIVISION OF THE PUBLIC WORKS DEPARTMENT DENNIS M. SCOTT, P.E., DIRECTOR September 21, 1994 Carl Moore 13320 E. 28th. Ave. Spokane Washington 990216 RE: Permit Requirements - 13337 East Guthrie Drive Dear Mr. Moore: Our district inspector reports that four car stalls (carports) have been constructed on your property located at the above - mentioned address, Spokane County Parcel No. 45274.2303, and, in checking our records, we are unable to locate a valid permit. A building permit is required under Section 303 of the Uniform Building Code as adopted by Spokane County. Should our records be in error, or should you have any information that would otherwise be helpful in resolving this matter, please contact us as soon as possible. If a permit has not been obtained, Section 304(e) of the Uniform Building Code requires that an investigation fee be charged whenever any work for which a permit is required has commenced without first obtaining the permit. The intent of this letter is to waive the investigation fee, provided you take appropriate action to obtain a permit within ten (10) days of the date of this letter. A recheck of our files will be conducted immediately following the time frame specified above. Your attention to the above will negate the need for further action. Please contact this office as soon as possible in order that this matter be resolved. Our office hours are 8:00 a.m. to 4:00 p.m., Monday through Friday - feel free to contact us either in person at the address below or call 456-3675. Sinc9rely, f D7Y744.-/a 4-7 Thomas L. Davis Code Compliance Coordinator TLD:tas cc: Reed Okey, Building/Fire Prevention Inspector CODE ENFORCEMENT DIVISION WEST 1303 BROADWAY • SPOKANE, WASHINGTON 99260-0550 • (509) 456-3675 FAX (509) 456-4703 SEP 19 '94 12:2 7MF1N P.1/1 AT CO •INZMAN, INC. CONSUENG ENGINEERS SF<7u+NE OFFCE: E. 1819 SP7NGFELD • SPOKANE, WA 99202 • (509) 535.0138 • FAX (509) 535-7244 September 19, 1994 Mr. Jun Mascardo Spokane County Dept. of Building & Safety 1026 W. Broadway Spokane, WA 992600050 Re: Auto Canopy for Jim Barrington Dear Jun: This canopy does not need special inspection for engineering requirements. The steel welding is to be accomplished in the shop by certified welders. The concrete strength can be reduced to 2000 psi providing a 5 sack mix is used. A-307 bolts can be substituted for the A-325 bolts specified for this canopy. If you have any questions concerning this project, give me a call. Very truly yours, 931205.LTR Atwood -Hinz nc. R'chard D. Atwood, P.E. ROOF FRAMINe PLAN SCALE: I/4uoli-O" GENERAL STRUCTURAL ' NOTES ractor .shall verify all :dimensions and site conditions before ng work, The .Engineer shall be notified of any discrepancy. Use details` marked "Typical" wherever applicable, Changes, omissions or substitutions are not permitted ' without written, approval* of the Engineer. Refer to .cipeclficotions, for further. requirements... All materials and : workmanship, shall,., conform to the latest. edition of the . uniform ' t<3uilding Code: The d©sig i, adequacy -and' safety of erection bracing,' shoring,- .temporary supports,. etc., ie` the -sole responsibility of the' Contractor, and has not • been considered by the Structural Engineer. The '.Contractor is:' responsible for-, the stability of 'the structure prior ; to 'the -completion of .all shear walls, roof ,and floor `diaphragms and finish materials: The Contractor shall provide.' the necessary bracing to provide , stability' prior . to the application of the above , mentioned co►nponente;.. Qbservation visits to .the siteby the Structural Engineer shall -not include inspection ,of the 'above Items 'DRAWING; Shop ° drawings 'are to .bechecked and,'approved -by.,the General Contractor prior. to submitting for Engineer review... General Contractor is responsible for verification and coordlnatlon,>of , dimensione. 'and details for each Subcontracrtor, • DESIGN. LOADS, Snow. Load -� Basic' Wind. .Speed per UBC ' $eismld Loading:-: � :: Per UBC Zone' 28; I = 1.0 30 PSF" :70. MPH, Exposure B OUTLINE OF ABOVE ROOF 1200WJ12 . 1200WJ12' CAST -IN -PLACE CONCRETE . Attain a minimum compressive strength of 3000 PSI at 28 days. Maximum. Slump:. 3" for footings. Construction to be in accordance with ACI 318-89, "Part 2 -- Standards For Tests and Materials" . and "Part 3 - Construction Requirements". STRUCTURAL AND MISC. STEEL • Shapes, plates- and bars: , ASTM A36, Fy = 50 KSI. Tubing:., ASTM A500, 'Grade • B, -Fy = 46 KSI. Bolts:' ASTM. A325, high strength bolts (H.S.B.) unless noted as ASTM A307 machine 'bolts (M:B.).'. Where...high strength bolts are used, they shall be installed with load -'indicator devices (load indicator' washers or snap -off heads). • . Welding electrodes or wires: "AWS A5;1 ' or A5.5, E70XX; AWS A5.18, E7OS-X; AWS A5,20, E7XT-X. . • , . . • Erection and fabrication in ,.accordance .witth 'AiSC "Specifications. for Design, • Fabrication' and Erection of -Structural •.Steel for 'Buildings". Welding shall ,conform to AWS.. "Code :for Arc and , Gas Welding in . Building Construction": .All .welding shall be performed by,. Certified. Welders whose certification meets "AWS Standards."_ All columns and 'beams to be from unspliced , lengths unless rioted otherwise on' the drawings. .Submit shop drawings, showing sizes, dimensions and. required `connection details for review by the Engineer prior to fabrication.. • UGHTGAGE STRUCTURAL JOISTS Bridging, accessories and .18 & 20' -gage track: Fy = 33 KSI conforming to `ASTM A446 Grade A (Galvanized), A570 .Grade .0 (Painted), or `A611 Grade C (Painted). Strap ,bracing : and. 14 '&' 16 gage . track:' Fy = 50 KSI conforming to ASTTM . A446_ Grade D (Galvanized);' A570 Grade E (Fainted) or .A607 Grade ,50. (Painted)., 14,, 16 & 16 gage: ,punched joists:: Fy,-= : 40 KSI conforrrnng to ASTM' A446 .Grade 'C:.(Galvanized)or:A570 'Grade. D. (Painted). 16. : gage and heavier. Fy = 50 KSI conforming to ASTM : A446. Grade D. LJ TS 4x4x1is. ---20"0 CONC. R o •I. Li I L_..J TS 4x4x3ie /" WASH (TYP.) 20"0 CONC. SCALE: 5/ "=1,-0" #12-14x1" TEK II SCREW TOP & BOT. 26 GA. V RFG. 1200MT16 SCALE: 11/2"=1!-0" 1200MT16 - 1200WJ12 2-W0 BOLT lE Y�ax4" #12-14 TEK CO 24" TS 4x4x3/4s #12-14 TEK CO 24" MAX. PANEL CAP )LL SIZE 12 0 (Galvanized) or A570 Grade E (Painted). All structural properties computed in accordance with AISI "Specifications for the Design of Cold Formed Steel Structural Members". Designations on the drawings are Angeles Metal Systems. Approved equivalent products may be permitted upon review of the Engineer. Install members in accordance with industry standards. Unless otherwise noted on these drawings, stud wall track to be of the some material and gage as studs. Provide horizontal bridging at 5'-0" o.c. maximum at non -bearing walls and 3'-4" o.c. maximum at bearing walls. ' Bearing walls to be erected with stud ends seated against track web top and bottom. Submit shop drawings showing stud and joist layout, dimensions, sizes, bridging and required connection details for review by the Engineer. All welding to be performed by AWS Certified Welders experienced in this type of construction. PAIri1 Y .LI".00\ PA i rJ-1 NVH!`( goa ts / I�A I pJT Y� Ll.oty PLAN? NOTES - 1. Plant as indicated with ornamentalshrubs and trees habituated to local climate. 2. Planting areas to receive 3" layer of bark mulch. 3. Area for "208" percolation to be seeded in grass and contoured as shown in detail. Is. All planting to be maintained by this contractor until work has been approved. 5. All work to be guarenteed for one .full year from acceptance. SPRINKLER NOTES 1. all planting and lawn areas to receive proper coverage with timed automated sprinklers., Piping and layout by this Contractor. 2. Minivan: depth of bury: "Shrub lines to be polyethylene buried 8", slope to drain; mainlines to. be PVC, buried 15", slope to drain. 3. All drains for mainlines to be installed using 2" PVC sleeves and valve markers. Install 1 CF gravel sump. . Is. Instruct owner in 'operation and maintenance of the sprinkler system. 5.. ♦11 electric control valves to be installed in boxes with locking lids and,1 CF gravel sump. b. 'fanifolda'to be galvanised with winter drain. 7. Provide compressor connection valve for winterizing. 8. All sprinkler hesda to be on galvanised uprisers. 9. The entire sprinkler system shall be guaranteed for a period of one full year from date of acceptance. /AE3 I,-5•c1e.h.1r2: �I5.Av 400Iae•--rE SV aFAGE 6Ai-14- 0 iZ cl�40dTIVE ea G K E 2 • ru ►JEAN THEE dUJ E.R.. I-101 PosE.17 ALL c 5GlzEE1.-A01264APItJ(./' ,411 b� �Iah�cd w-Mr? muliolorn )Aelfy-s-- /1.4 • A-t\ afr_duous 10,c) �-uvl ►S c far FITTER FOR 3", SQUARE POST FULLY GASKETED, HINGED LENS ASSEMBLY LAMP STADIUZER QUIOCREIEASE IATO,ES REFLECTOR OF ANODIZED HIGH GRADE SPECULAR ALUMINUM 46,S4.5.IJ21 h.1Gi dt7;Jb:GE.►J"[' 'G.Ft,A'PE P (P E E.X 1-f 460V 1 . Pe E - GA 5'i Got• c-v-e; •j- SPl„CLSI.1 ESL%OGK. OF;p t�1l-E 1 `::::::_r WI -ET T 'PIPE; I T"' P. 7- G5 E-12-P L..:4?\,V P I'PE P,ag.►41►L1 A 4"T a 5\v,1t. tw -Esc i 5 71 r.14 PTV 1061 C61-IADEv) 5w; i-E. L vklcoil-t GLI to 115- /A4 SLc2 Ft:4-1- 4 1-' E V1= 1. 4-4" AP t'J -g 20 a t- AILS u 2-00 SWA L PE. -TA I L SI- „ ‘VjorT, EAV GON14,izE- .5lle,\vb.t1IV: I1 50 /AAX • ,IZa t,r_- AR ESA CA. it1..•.4 j i C7 d A. 131-1,16, RF• Z/787 + PV1.. 3;55"J -. <o,337 5t2 �"i• '(o'�Al. r�.L EA► C� v.lr�l1:17• G,337'; �2 5Zg.0P ad. F-r, 5lV.A E. Pa-QVi10,©. 5\vale 13'-r'rO/A GI.`� X9 C553,5) 4 a'x Iz.516062)-- 653.5 SCQ, F , swAL.E PRbViDE2, lP, 337 +5000 z I,'Z7 Z --TYPE "A" 17,\W g aJIt2E ©. 0, 1/2-96 5,F• F'AvII-IA+3IT* SCE, , ZE 62. °6\\CAI-LE- E51 10/A o1:'-2`'x756-135`7.5) tl 1-3 371 L Cal-0,$) 576 5Q, FT PZov. ...ITz. z 4 S. F. RAV t O JrS i 40* 4Gj FT, R.E..0 5'.VALrE. KCITO1A 7, 6 is 11, 01 (43Z, 5) A I I I X II t Z: (110,5) i^ .16(-5O1 c"- o)_ .5-Z3 sG• FT. PR-2V. Q ` i L. ell A CO/A/ 00 1J A/AE tl;. TI Fte- A RV1141.'.P,�P.,AAiD V-1oGGIPE.07ALt.5 h/'iUOIL AV�`j�ia►J PiiJ ar T��� 0,5,17./AAPL: E ¶ E E • wRsr-p41 11J-rg,e AEvla a I:,5a•$ 14AEFF SV. 44taki 41, =la P 1�"(�fG1.-a>Iif Dg-tEfJ-rM4 iA41.10‘A 11i..a4V IP0t.:11)/A VE}" 14 V• Ut 09A. A'ri7-0 PVIZ-YV1z1✓A J111.1 IFelg.116 0A8114A 1'4A0.642, 14.l1P5rz th ..4411P "'I' 14. �{Z. V 1 G05A 591 �17L>,a-1'a a-AKF,. ti5 WILL I PIl.IVS: kiIA' e Lilts E RRAx itJ,V A?6115.GO VOIEIE-r 'r4/.►A itiX 1514)e.. F0641 F 1G * H-'► WALE. E. T7 az 5 011.010 A :. t-1.5-RZ,../ - I14 vr'EG FIG 1. or .'APLIAeg4J-1 -To 811ai.9ii li $t1l t,1': 4 FEVAC-S. AEJ'� t i \VA1E12-E4a. sTA N11PA 12,D t-i4 t'-- -11YE'LL —r, p ^A11 pie tvi+•e. Co ZATE. —(E PL,4 rd Z.fa SGALE - IA'dtPi P..G ia'.;P. g.g..- iI•5V•S E G..O ..6"LO. E,/AA :. �teIJpIGAP iekGG 1Z-A1/i 61-g-Avi-Klee.. ---� • : . � t71 1 a r� ..rz u rJ - t� p P F L.O\.i x "``•..SPoY•:ic:::71 ohi . ..FD.Jl51-I FGdG' ..I Ir•IGti°1"�. -ro p t:r7� r stv.�l� Pow.K15 PGAi/T sp4 A:51-i 1020 RI:GtSTERED.:- ARCHITECT D(iNALD E. NERAAS STATE OF WASHINGTON • 6)b4_4,UL. 3M ENTERPRISES FOUR-PLEX GUTHRIE DRIVE AT SKYVIEW AVENUE SCALE:Z0 SGdLe DATE: APPROVED BY: DRAWN BY I:. e, /A OAT REVISED DONALD E. NERAAS, Architect E. 422 SECONO AVENUE.'SPOKANE. WASHINGTON 99202 504-838.2981 - DRAWINNUMBER 1A SITE PLANS/LA;A- -c 24 X 38 PRINTED ON NO. 1000H CLEARPRINT e