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Home My WebLink About2619 S Race St - Building " f ,ORr ~ lO~~~ ". 1L ~ ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Applicatlon description Subdivision Name Property Use Property Zoning . . . Application valuation 12/20/04 04-00001180 Date .175240 2619 S RACE ST 06-30-10-5-1-0745-0000- RES ACCESSORY BUILDING ~y'P( ~O -z/t/{)6 RS7 RESDNTL SINGLE FAMILY 12000 Owner Contractor CRAWFORD PAUL B REED DESIGN AND CONSTRUCTION 2619 S RACE ST PO BOX 160 PORT ANGELES WA 983626783 CARLSBORG WA 983240160 (360) 683-2062 Structure Information RES ACCESSORY BUILDING Construction Type TYPE V NON-RATED Occupancy Type SINGLE FAM & CONGREGATES Other struct lnfo CONSTRUCTION TYPE V-N HARD SURFACE AREA NUMBER OF UNITS 10.00 Lasered CEO Permit BUILDING PERMIT -RESIDENTIAL Additional desc Permit Fee 232.75 Plan Check Fee Issue Date 12/20/04 Valuation Expiration Date 6/19/05 Qty Unit Charge Per BASE FEE 10.00 14.0000 THOU BL-2001-25K (14 PER K) 93.10 12000 Extension 92.75 140.00 Special Notes and Comments Building Division has no requirements. When roof gutters are lnstalled, drains wlll located in dry wells or plped to approved storm draln locations. The Fire Department has revlewed the proJect application and has no comments The Plannlng divlsion has no requirements for this plan review. Public works electrlcal engineering has no requirements for this plan review. Public works utllity engineering has no requirements for this plan reVlew. .,c', Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permlt Fee Total 232.75 232.75 .00 .00 Plan Check Total 93.10 93.10 .00 .00 Grand Total 325.85 325.85 .00 .00 ~ ~ - -.Q ff r ~ 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 aut orily to violate or cancel the provisions of any state or local law regulating construction or the performance of c sf ucti Signature of Owner (if owner is builder) T \PLANNING\FORMS\1102.15 [11/14/2003] PREPARED 12/22/04, 14 03 26 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 6 12/22/04 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 2619 S RACE ST REED DESIGN AND CONSTRUCTION CRAWFORD PAUL B 06-30-10-5-1-0745-0000- 04-00001180 RES ACCESSORY BUILDING SUBDIV PHONE PHONE (360) 683-2062 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFS 01 ~ ~ BUILDING FOOT /SLAB -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 1/10/05, 13 49 33 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY 2619 S RACE ST REED DESIGN AND CONSTRUCTION CRAWFORD PAUL B 06-30-10-5-1-0745-0000- 04-00001180 RES ACCESSORY BUILDING PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS SUBDIV PHONE. (360) 683-2062 PHONE BLFS 01 12/22/04 JLL BUILDING FOOT /SLAB 12/22/04 AP BL3 01 1/06/05 JLL BUILDING FRAMING 1/06/05 DA rafter tles at top platelJ 11 BL3 02 ~ JLL BUILDING FRAMING Prp ALLEN 775-1225 COMMENTS AND NOTES PAGE DATE 4 1/10/05 PREPARED 1/06/05, 12 03 53 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 14 1/06/05 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 2619 S RACE ST REED DESIGN AND CONSTRUCTION CRAWFORD PAUL B 06-30-10-5-1-0745-0000- 04-00001180 RES ACCESSORY BUILDING SUBDIV PHONE PHONE (360) 683-2062 PERMIT, BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFS 01 12/22/04 JLL BUILDING FOOT /SLAB 12/22/04 AP BL3 01 ~ ~ BUILDING FRAMING -------------------------------------- COMMENTS AND NOTES -------------------------------------- BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY J j Date Rec <8 -{;).b' 0 T \'="#&~ Date Approved J 'It Date Issued Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Apphcant or Agent: ~ IV( j;}-r-;eq JOHLJ 8,,'1*'1 C Owner: &14/ C t/'a..W ~ Address:'-:2~i q RQce 5-J. City: p ,f) ArchItect/Engmeer: Phone: Contractor 'Red f)aa ,"qA/JC()IA/;!state License #:R!:E:.~J:. C'~: 2.. /2(;,/ ~Phone: Address: f ()~ tJ(J-Y: I ~O City: C4v'~ tlOV'i I W A ZIp: czeo.3 :2.'1 PROJECT ADDRESS: % tq R-av'f '8-1. ZONING: 1 LEGAL DESCRIPTION: Lot: IO-I7..~ Ib Block_7 SubdIvIsIOn: ))I\N\.) c:, '?A~c)d"tt CLALLAM COUNTY PARCEL NUMBER: 063 (') I t"\ 5 , 0 -, t.15" DC>t9CJ Phone: (;;;,83- 2(!)~2. Phone: ZIp: ~g'.];~A Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: o ResIdential ItNew Constr 0 Re-roof o MultI-family 0 AddItIon 0 Move o CommercIal 0 Remodel 0 DemolItIon o RepaIr 0 SIgn PTION OF THE PROJECT' Ll. COMMERCIAL/RESIDENTIAL: Occupancy Group: No. of Stones: Lot SIZe: Existing Sq. Ft. Total lot coverage City: Exp. Date: o Stove 'Ji<! Garage o Deck o Other SIZEN ALUATION: SF. @ $ /SF. = $ SF. @ $ /SF. = $ SF.@$ /SF.=$ TAL VALUATION $ -- ~- -- ,- ~~ 2.. Cl C') d Occupant Load: & Proposed Sq. Ft. ConstructIOn Type' = TOTAL Sq. Ft. % ESAlWetland(s): 0 Yes 0 No SEPA ChecklIst requIred? 0 Yes 0 No Other: APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: BUILDING PERMIT APPLICATION SUBMITTAL: The Buildmg DiviSIOn can proVIde you WIth mformatIOn on the applIcatIOn and plan submittal requIrements If you have questIOns. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applIcant. Tills figure Will be revIewed and may be revIsed by the BUIldmg DlVlsIOn to comply with current fee schedules. Contact the Perrmt Coordmator at 417-4815 for aSSIstance. PLAN CHECK FEE. IF a plan check fee IS due It must be subrmtted at the trme the bUIldmg perrmt applIcatIon and constructIOn plans are subrmtted. All other perrmt fees are due at the trme of perrmt Issuance. EXPIRATION OF PLAN REVIEW: Ifno perrmt is issued WIthm 180 days of the date of applIcatIOn, the application will expire. The BUIldrng OffiCIal can extend the trme for action by the applIcant up to 180 days upon wrItten reque t y the applIcant (see SectIOn Rl 05.3.2 of the International BuildinglResidentIal Code, 2003). No applIcatIOn can be extended ore tha ceo \ \ i ~\ \ \ , , \ 10\ ~ ~\ (j) " ,...,.. , . \ \ 50 Feet 2619 ~ -;--.~-~,~~-"""/~~=' ~J~~~ f'D~\\ '\ " '~ \\ I, '\ \ ~, \- b=_=,~~, 903 \ \ " ~\ .~ \\ \ \ ~, I. 1\ 1, ,! , Vert/cal Da/um = NA VD 88 HOTlzolltal Datum = NAD 83/91 I N -, ~ 924 -~.::;:- 2608 , \, 'I, \" " I' i I i 1 ! r ') . j ~-'-~" (.S! -' ~I ~\\IJ'" C I \ ,O;ctl! , . L- , , "LL I . '\ - \. ,,\ ! -e '. -; f I I II " " - ,I I -- ' () ~ ~ .- LJ ---"?~- _L Park Ave. 912 1"- I Area Map i " -' , .1 II " : '\ I I I I I : :1 II II II !! II 932 u I II 2608 .. - " " II t , 2610 ~. - :c;._-- _ ~ 2612 i i t I I ;1\-__..1 1--- , I ,I- i ; I u5/ I CI 01 -, .~I il / i f I r r I I 2623 / , I / ~ ~ 2629 ,I II III ;i II 11 ~_--~-~_~-__==~J I i I ~,_ ____ ______.___. _J____. z~======-=r J 1 I TIllS map IS 1/0/ III/ended /0 he used as a legal desCription TIllS mapldrawlIIg IS produced by the Cuy of Port Angelesfor itS own use ami purposes Any other use of tillS map/draWl1IR shalll/ot be the respOflSlbduy of/he Cuy , _ _ _d Garage Structural Design for Crawford 2619 S. Race St. Port Angeles, WA 98362 ~ -- I EXPIRES: 4 SEASONS ENGINEERING, INC. 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 4SEASONS ENGINEERING, INC (360) 452-3023 · Fax (360) 452-3047 619 S. Chase Street. Port Angeles, WA 98362 December 16,2004 Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Scope of Engineering for: Structural Design Crawford 2619 S. Race St. Port Angeles, WA 98362 Enclosed is the structural design of the Garage for Crawford. At this time, portions of this structure that have been reviewed by the engineer include: 1. Lateral Forces 2. Beams and Headers 3. Foundation on Existing Concrete Slab Please give me a call if you need any additional information. Sincerely . ~J lJ () -- .. ..~_1--~)'/;'~ "--'( '1J~~-2Vv,-..J. t ._ Donna J. Petersen P.E. Structural Design Crawford 2619 S. Race St. Port Angeles, WA 98362 DESIGN CRITERIA DESIGN STRESSES ELEVATION LESS THAN 625 FT DOUGLAS FIR/LARCH #2- 2 & 4 X Fb = 900 PSI Fv= 95 PSI E= 1.6 (10)6 PSI SNOW LOAD GROUND= 25 PSF LIVE LOAD = 40 PSF (FLOOR) DEAD LOAD = 10 PSF (FLOOR) DEAD LOAD = 15 PSF (ROOF) DEAD LOAD = 7 PSF (CEILING) DOUGLAS FIR/LARCH #1- 2 & 4 X Fb = 1200 PSI Fv= 95 PSI E= 1.8 (10)6 PSI HEM FIR #2- 2 & 4 X Fb = 850 PSI Fv= 75 PSI E= 1.3 (10)6 PSI GLU-LAM BEAMS 24F-V4 Fb= 2400 PSI (T) BOTTOM Fb= 1850 PSI (T) TOP Fv= 165 PSI E= 1.8 (10)6 PSI WIND SPEED, VFM = 80 MPH 3 SEC GUST, V3S = 100 MPH EXPOSURE C SEISMIC ZONE O2 SOIL BEARING = 1500 PSF REFERENCES (1) INTERNATIONAL BUILDING CODE 2003 (2) INTERNATIONAL RESIDENTIAL CODE 2003 (3) TIMBER CONSTRUCTION MANUAL 3RD ED by AITC (4) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG-TIE (5) WESTERN WOODS USE BOOK by WESTERN WOOD PRODUCTS ASSOCIATION MAY 1996 (6) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 (7) ROSBORO-APA WOODCAD, VERSION 1.1 by ROSBORO GLULAM RESOURCES 2000 (8) RISA-2D RAPID INTERACTIVE STRUCTURAL ANALYSIS - 2-DIMENSIONAL VERSION 5.5 2001 2 General Notes 1. Ground snow load = 26 PSF 2. Maximum soli bearing capacity = 1600 PSF 3. Seismic Zone D2. 4. Wind, VFM = 80 MPH, 3 second gust, V3S = 100 MPH, Exposure "C". 6. Notations on drawing relating to framing clips, Joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong-Tie Company, San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided they have ICBO approval for equal load capacities. 6. Roof Trusses: Trusses shall be designed by the manufacturer and design calculations shall be submitted for approval prior to fabrication. Each wood truss shall carry a grading stamp. Top chord members shall be sized to accommodate 25 psf snow load and appropriate snow drifts as noted In the UBC. No field modification of trusses will be allowed without the engineer's approval. Live load truss deflection shall be limited to U360. Total load deflection will be limited to L/240. 7. Girder trusses shall be attached to wall framing with Simpson LGT2, minimum 2000 pounds uplift, or equal. 8. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed In accordance with the plans. 9. Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform his work. 10. Contractor Initiated changes shall be submitted In writing to the structural engineer for approval prior to fabrication or construction. 11. Drawings Indicate general and typical details of construction, where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used. General Concrete Notes (The Following apply unless shown on the plans) 1. All materials and workmanship shall conform to the requirements of the drawings, specifications, and the 2003 International Residential Code. 2. Concrete shall attain a 28 day strength of F'c= 2500 psi, 5 1/2 sacks of cement per cubic yard of concrete. 3. Reinforcing steel shall conform to ASTM A615-76A, Grade 40, fy= 40,000 psi. 4. Reinforcing steel shall be detailed (Including hooks and bends) In accordance with 30 bar diameters or 2'-0" minimum. Provide corner bars In all wall Intersections. Lap corner bars 30 bar diameters or 2'-0" minimum. 5. Lap adjacent mats of welded wire mesh one full mesh at sides and ends. 6. No bars partially embedded In hardened concrete shall be field bent unless specifically so detailed or approved by the structural engineer. 7. Concrete protection (cover) for reinforcing steel shall be as follows: Footings and other unformed surfaces: earth face 3" Formed surfaces exposed to earth, walls below ground, or weather: #6 bars or larger 2" #6 bars or smaller 1-1/2" Walls Interior face 3/4" 8. Footings shall bear on solid unyielding natural earth free of organic material 3 Single story structures Two story structures Three story structures 12" below original grade 18" below original grade 24" below original grade 9. Slabs shall be placed upon compacted granular fill, 2" minimum thickness. Wood Framing Notes (The Following apply unless shown on the plans) 1. All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 2003 I.R.C. 2. Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be In accordance with Table R602.3(1) of the 2003 I.R.C. 3. All structural framing lumber such as 2x_ joists, and rafters to be Douglas Fir No.2, Spruce/Pine/Fir No.2, or Hem/Fir No.2 kiln dried. 4. All 2x_ studs and blocking to be Douglas Fir construction, Spruce/Pine/Fir construction, or Hem/Fir construction grade. 5. All structural posts to be Douglas Fir No.2. 6. All structural headers to be 4x_ Douglas Fir No.2. 7. All Glu-Iam beams to consist of Douglas Fir kiln dried 24F-V4 standard grade unless noted otherwise on plans. 8. All 2x framing lumber exposed to weather, and/or moisture shall be Hem-Fir No.2, pressure treated In accordance with the American Wood Preservers Association standard for above ground use. 9. All 4x and 6x structural lumber exposed to weather, and/or In ground contact shall be Hem-Fir No.2, pressure treated In accordance with the American Wood Preservers Association standard for ground contact use. 10. Framing connectors, nalls, bolts, and other fasteners In contact with pressure treated wood shall have the following finishes: Wood Treatment Finish CCA-C and DOT Sodium Borate (SBX) Galvanized, 0.60 ozlftz ACQ-C, ACQ-D, CBA-A, CA-B, Other Borate Post Hot-Dip Galvanized, ZMAX galvanized, (Non-DOTI 1.85 ozltf. , or SST300-Stalnless Steel Steel Ammoniacal Copper Zinc Arsenate (ACZE) SST300-Stalnless Steel and other Dressure treated woods. 11. When using Stainless Steel or hot-dlp galvanized connectors, the connectors and fasteners should be made of the same material. Stainless Steel fasteners shall not be use In applications where contact with Galvanized and Post Hot-Dip Galvanized metals will occur. 12. Individual members of built-up posts and beams shall each be attached with 15d spikes at 12" o.c. staggered. 13. All columns In framed walls to be well nailed Into adjacent framing In order to resist lateral movement 14. Provide solid blocking for wood columns and multiple studs through floors to supports below. 15. Provide 4x10 headers, or double 2x10 headers over and double studs each side of all openings In stud bearing walls not detailed otherwise. 16. Provide 4x8 headers, or double 2x8 headers over and double studs each side of all openings in non-structural stud walls not detailed otherwise. 17. At joist areas: Provide solid blocking at bearing points. Provide double Joists under all load bearing partitions. Provide double Joists each side of openings unless detailed otherwise. 18. Provide double Joist headers and double joists each side of all openings In floors and roofs unless detailed 4 otherwise 19. Toenail Joists to supports with 2-16d nalls, 2-10d box nails for TJI Joists. Attach all beams at the roof exceeding S'O" In length with Simpson ST 292 strap each end. 20. Attach Joists to flush headers and beams with Simpson "U" series metal Joist hangers to suit the Joist size. 21. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12" o.c. staggered, unless otherwise noted In the shearwall schedule. 22. Plywood roof and floor sheathIng unless otherwIse noted on plan shall be laid up with face grain perpendicular to supports and nailed with Sd nails @6" O.c. to framed panel edges and over stud walls shown on the plans @ 12" O.c. to Intermediate supports. Provide approved plywood clips @ 16" o.c. at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12" o.c., unless otherwise noted In the shearwall schedule. 23. Provide continuous solid blocking at mid-height of all stud walls over 10'In height unless wall is blocked per shear wall note. 24. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. 5 SHEAR WALL SCHEDULE 1 7 Marl< Sheeting Fastener spacing Intermediate Framing ttottom plate nailing << Anchor Bolts M.axlumum Notes doubled stud snllc/na allowble o all edges framing nail backing Sheeted Sheeted Sheeted Sheeted shear (Blocked) spacing size one side bath sides ane side both sides 7/16. 058 Sd 06. OC Sd 06. OC 2x 240 PLF 2. J. 6, 8 0 OR for stud framing 024. 2-16d 0 2-16d 0 1/2. X10. 5/S. X10. 480 PLF Sd 0 12. OC 15 GA tHo OC for stud framln 0 16. 12.OC S.OC 042. O.C. o JO. O.C. 7/16.0SB Sd 04. OC Sd06 OC . 2x J50 PLF 2. J. 5. 6. S OR for stud framing 024 2-16d 2-16d 0 1/2. X10. 5/S. X10. 700 PLF Sd 0 12. OC 0 15 GA OJ. OC for stud famlng 0 16. o 10.OC S"OC OJO" O.C. 020" O.C. 1/2" COX Sd 0 J" OC Sd 06" OC 3x 490 PLF 2.J.4.5.6 0 plywood OR for stud framing 024. or 2-16d 2-16d 0 5/S" X10" SIB. X10. 9BO PLF Bd 0 12. OC 15 GA 02-1/2" OC for stud framing 0 16" DBL.2x o 7"OC J-1/2"OC 02B"0.C. 014" O.C. 1/2. COX 10d OJ" OC 10d 06" OC Jx 6DO PLF 2.J.4.5.6 0 plywood for stud ~mlng 024" or 2-16d 2-16d 0 5/S. XW" SIB. X10. 1200 PLF 10d 0 12 OC DBL2x o 6"OC J"OC 024" O.C. o 12" O.C. for stud framing 0 16. 1/2" COX 10d 02. OC 10d 06" DC Jx 770 PLF 2.3. S. 6 0 plywood for stud ~mlng 024" or 3-16d 3-16d 0 S/S" X10. SIB. X10" 1540 PLF 10d 0 12 DC DBL2x o 6"OC 3"OC o 1S. O.C. o 9" O.C. for stud framing 0 16" (j) 1/2. GI\9 5d COOLER 0 4. OC 5d cooler 04" OC 2x 2-16d 0 SIB. X10" 300 PLF 3.6 both sides OR OR SdGI\904.OC Sd GI\9 04. OC 12"OC 048.0.C. (}) ~ (.B GI\9 6d COOLER 0 4 OC 6d cooler 0 4. OC 2x 2-16d 0 SIB" X10. J75 PLF 3,6 both sides OR OR 6d GI\9 04" OC 6d GI\9 04. OC 10.OC 036.0.C. Notes: 1. ALL NAILS SHALL BE GALVANIZED BOX NAILS OR COMMON NAILS. FASTERNERS SHALh,MffT THE f.QJ..LOWlNG CRITERIA: Sd cammon -0.1J1"dla X 2-1/2"mln. Sd cooler -0.OB"6 dla X 1-S/"B min. . " 5d GI\9 -0.OB6 dla X 1-5/S min. 10d comman -.0.148 dla X ~ min. 6d cooler -0.092.dla X 1-7/S" min. Bd box -O.11J .dla X 2;1/2 min. 6d GI\9 -0.092"dla X 1-7/B" min. 10 box ..0.12B dla X 3 min. 16d comman -0. 162.dla X J-1/2" min. 15 GA. staple ..0.072.dla X 1-1/2" min. 2. PROVIDE API. RA TED SHEA THING PL YWOOD OR OSB API. RA TED SIDING JOJ OF INNER SEAL OSB RA TED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER NOTE 1. J. SPECIFIED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2" OR J. FRAMING (PER THE TABLE) INCLUDING FOUNDA TlON SILL PLA TES, VERTICAL FRAMING, AND BLOCKING. PANELS MA Y BE INSTALLED EITHER HORIZON TALL Y OR VIORTlCALL Y (SEE NOTE 4 FOR EXCEPTION). NAILS SHALL BE STAGGERED FOR J" FRAMING. 4. 7/16" 058 MAY BE SUBSTlruTED FOR 1/2" CDX PLYWOOD IF FRAMING IS SPACED AT 16" ON CENTER. OR PANELS ARE APPUED WITH LONG DIMENSION ACROSS SruDS FOR FRAMING SPACED AT 24" (BLOCKED). 5. WHERE PANELS ARE APPUED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-INCH NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. 6. NAILS TO BE DRIVION FLUSH WITH SHEA THING. DO NOT OVlOR DRIItf: NAILS. 7. ALL SHEAR PANELS SHALL BE BLOCKED. B. A T ANCHOR BOL T RETROFIT LOCI. TlONS, INSTALL AJ07 THREADED ROD OF SAME DIAMETER, 4 1/2" EMBEDMENT, SET EPOXY. eRA WFORD SHEAR WALL NOTES 4SEASONS ENGINEERING, INC. (360) 452-3023 619 S, Chase St. Port Angeles, WA 98362 DA TE: DECEMBER 2004 SCALE: NONE DRAWN BY: DJP CHECKED: SHEET: 6 OF \.. 20'-4" .-\ i_~______~'-4. _Ul____~~1-6'-0.. ~I : (vert)-G / I I * k~> I I (3) 2X4 STUDS : I I I I I I I I I I I I I 6~~2X4STUDS@24"OC ~ I : ~~ ~ : -- GARAGE ~ I II S -.;- ,I 13'-7" x 14'-9" I ~ I I I II t"^',/"" -"""-I~l..Alr:. \-\C l,~i r- ~~:::: I I II II q'. 41\ , I LO I I I I :1' 10 I (3) 2X4 STUDS I I I I \I I 1_~___T_~~(})-~:IrtrG__-_L'--'r- j- - : l- 4'-0" ---l--- 6'-2" ~ 6'-2" ~ 4'-0" - - /-~.\ & (~::...J <0 , <0 b .... , Co G) "f in .... CD 1 Garage Crawford 2619 S. Race St. Port Angeles, WA 98362 2003 IBC WIND ANALYSIS WIDTH LENGTH LEAST DIM 2003 IBC SEISMIC ANALYSIS - SIMPLIFIED BASE SHEAR BUILDING DESCRIPTION rl 15.3/ S1 050 FIRST FLOOR = ~,~e~ Ss 1 25 SECOND FLOOR = SITE CLASS 0 $. ~. . it' Fv Y. ROOF HEIGHT = Z $' ;.;iff ;~v",#~A 1 50 AVERAGE HEIGHT OF BUILDING 126 Fa 100 A 1.53 3 3 2A=1 6 I Sm1 075 WIND EXPOSURE C Sms 125 WIND SPEED ~ Sd1 050 ROOF PITCH 12 2657 Sds 083 P s = A.lwPs30 SEISMIC USE GROUP 1 SEISMIC DESIGN CATEGORY 0 P s = A.lwPs3o A.= I = LC1, Ps30 = LC1,P. = LC2,p.3o = LC2,P. = RESPONSE MODIFICATION FACTOR 61/2 AREA A, P.30 - w ~ti;8ili 199 20.95 199 2095 SEISMIC BASE SHEAR COEFFICIENT 0154 <.- '" AREA B, ps30 = 1.21 0.87 32 337 32 337 CONNECTION OF SMALL ELEMENTS AREA C, ps30 = 1 21 087 14.4 15.16 14.4 15.16 SHEAR COEFFICIENT= o 111 AREA 0, ps30 = 1 21 0.87 3.3 347 3.3 347 HORIZONTAL DIAPHRAGMS AREA E, ps30 = 1.21 087 -8.8 -9.26 -3.4 -3.58 SHEAR COEFFICIENT= o 1667 AREA F, ps30 = 1 21 087 -12 -1263 -66 -6.95 BEARING AND SHEAR WALL AREA G, ps30 = 1.21 087 -6.4 -674 -0.9 -0.95 OUT OF PLANE WALL FORCES AREA H, ps30 = 1 21 087 -97 -10.21 -4.2 -4.42 SHEAR COEFFICIENT= o 3333 E oh 1.21 087 -165 -17 37 -165 -17.37 MASONRY AND CONCRETE OUT OF PLANE Goh 1.21 0.87 -14 -14.74 -14 -14.74 SHEAR COEFFICIENT= 0.6667 COMPONENTS ZONE 1, 50sqft 1.21 087.~ -1684 0.36064 LONGEST RAFTER @ 2 FT OC \"':"1.-;"'#iWYYf4J'3' . 1&\ a~~>~, <<~> " j*'\T <'!fur','," ' "", ,< " ,,~ > ~ <' ZONE 2, 50 sqft 1.21 0.87 << -27.79 -129.5 EAVES ". " ~ ZONE 3, 50sqft 1 21 0.87 >1:' ,',:' -4169 EAVES Z2 1.21 0.87 rl)1~~iQl -35.27 -36.531 TRUSS UPLIFT 165.7 HURRICANE CLIP H5 Holddowns * HTT16 to dbl stud, Pmax = 41751bs SSTB16 with 125/8" embedment 01l. ?/t>v 4- \~ e\:.:(.:..w\':~,U '{.2.0.1::;) 4 \ 1,.,) '.' I'l rV\.b C;J ~: 'r l;:: pG,''',( 'T' _ l;:_ I ~ SEISMIC LOADS PS FORCE LENGTH SHEAR TRlB SHEAR SHEAR SHEAR PSF LBS FT PLF AREA COEFF. LBS PLF 20.95 ROOF 3.37 FLOOR 15.16 WALL 3.47 1590.9 . 78.4 ETC. 0.154 4122 20.3 20.95 ROOF 3.37 FLOOR 15.16 WALL 3.47 1590.9 78.4 ETC. 0.154 412.2 20.3 20.95 ROOF 3.37 FLOOR 1516 WALL 3.47 13743 89.8 ETC. 0.154 3696 242 20.95 ROOF 3.37 FLOOR 15.16 WALL 3.47 1374.3 89.8 ETC. 0.154 369.6 24.2 PERFORATED SHEAR WALL DESIGN Upper Level WIND SEISMIC OVERALL MINIMUM PIER RESISTANCE DESIGN SHEAR TRlB TRIB WALL SHEAR SHEAR HEIGHT WIDTH HEIGHT WIDTH % OF WALL % OF FULL ADJUSTMENT SHEAR WALL ROOF FLOOR UPLIFT PANE PLF PLF FT. FT. FT. FT. HEIGHT HEIGHT SHTHG. FACTOR PLF TYPE FT. FT. LBS. 78.4 203 20.3 A 78.4 20.3 9 1.00 56.0 1 339.9 2 784 20.3 A 78.4 20.3 9 0.62 1799 1 1092.6 3 89.8 24.2 A 89.8 24.2 9 053 295.3 2 1924.8 4 898 242 A 898 24.2 9 100 64.2 1 225.5 Garage Crawford 2619 S. Race St. Port Angeles, WA 98362 .J) rafters-Roof Beam Eagle Point Project: Barn Job: Crawford Page 1 11:12:3112/13/04 Designed by: Donna J. Petersen P.E Client: Crawford Checked by: Input Data ltIIIJ;M:dllB'@_"'>'t ".W"_0~jtrlE&' ''''':!!n:~"it1!Nb:'A'7K1i'D!''~ ~~;~>. ;g"Y'%:lik'\l;;r"'",F "Jiif~""% ''''''%;_W0~ft8''+''rG H> \. ~ < i1~~ ~" ~ MU 11:'\ll~lmv_Dslli5ft~""l. r > ^, 'Ir,'k~i;G'q@r~\ {t;;\1'w?t}\~~Tl~~:;:~^<"~t:~;"t,\tf)h"f4 N ",_::I. ..+1\ wa",,* =. +~.. ; ~ ,i~. .1A~mW.!~~...>,,~. ',." ,<.. i, ~3'4-xql.~{kk+_' ,+A b;,,,,,,+~.+,,.,,,,>," ,. '. > ~ .,n, " Left Cantilever: 2'2" Main Span 15'6-11/32" Right Cantilever 2'2" Check for repetitive use? Yes Tnbutary Width' 2' Slope. 5:12 Dead Load 10 psf Live Load 0 psf Snow Load' 25 psf Allow LL Deflection' U240 Allow, TL Deflection. U180 DOL 1.150 Eb 1600000 pSI Fv: 180 psi Fb: 900 psi Design Checks Max. Value Allowable % of Allow Location 612.85 1406 34 44 1'1 2'2" 1008.16 1309.28 771'1 9'11-5/32" 46 872 207 23 1'1 2'11-1/4" 01572 0.2167 721'1 0' 02168 o 2889 751'1 0' Reactions and Bearing 2'2" 17'8-11/32" 1.5 1.5 612.85 612.85 Self-weight of member is not included. Member has an actual/allowable ratio In span 2 of 78 tI %. Design is governed by combined stress NOS 3 9-1. Governing load combination is Dead+Snow Condition 1 w/Pattern Loads MaXimum hanger forces. 0 Ib (Left) and 0 Ib (Right). Program VersIOn 82- 9120/2002 \0 roof beam-Roof Beam Eagle Point Project: Barn Job: Crawford Page 1 13:54:1812/13/04 Designed by: Donna J. Petersen P.E. Client: Crawford Checked by: Input Data 11nig~Vljlllro.Bf."'41~ll~~lg~ilrr~__ Left Cantilever None Main Span 15'3" Right Cantilever None Check for repetitive use? Yes Tributary Width 0' Slope 0'12 Dead Load' 10 psf Live Load 0 psf Snow Load' 25 psf Allow, LL Deflection' LJ240 Allow TL Deflection: LJ180 DOL: 1.150 Eb' 1800000 pSI Fv 240 pSI Fb 2400 pSI User Defined Loads Snow Condition 1 Uniform 0' 40' 404 Design Checks Max Value Allowable % of Allow Location 3080 5 499721 62 tI A' 1496 55 2760 54 tI 7'7-1/2" 76014 276 28 tI 10-1/2" -0 5524 o 7625 72t1 7'7-1/2" -0 5524 1 0167 54 tI 7'7-1/2" Reactions and Bearing 0' 15'3" 1 5 1 5 3080 5 3080 5 Self-weight of member is not included Member has an actual/allowable ratio In span 1 of 72 rI % DeSign is govemed by live load deflection Governing load combination is Dead+Snow Condition 1 MaXimum hanger forces 3080 5 Ib (Left) and 3080 5 Ib (Right). Program Version 82- 9/20/2002 \ \ S ". L -=:;.:or ~ ~.,~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DWISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 04-00001179 Date .064922 2619 S RACE ST 06-30-10-5-1-0745-0000- DEMOLITION 12/21/04 RS7 RESDNTL SINGLE FAMILY 100 Owner Contractor CRAWFORD PAUL B 2619 S RACE ST PORT ANGELES WA 983626783 REED DESIGN AND CONSTRUCTION PO BOX 160 CARLS BORG WA 983240160 (360) 683-2062 Structure Information Construction Type . . . . Occupancy Type . . . . . BARN TYPE V NON-RATED SINGLE FAM & CONGREGATES Permit Additional desc Permit Fee Issue Date Expiration Date DEMOLITION ACCESSORY STRUCTURE AKA BARN 47.00 Plan Check Fee 12/21/04 Valuation 6/20/05 .00 o Qty Unit Charge Per BASE FEE Extension 47.00 ~ ~. Special Notes and Comments Cut building back 10 feet off rear property line. Public works utility engineering has no requirements this plan review. -- for ~ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 47.00 47.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 47.00 47.00 .00 .00 ~ ~. V P (; f 9fl ~ 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 've auth . to '01 e or cancel the provisions of any state or local law regulating construction or the performance of constructi011 Signature 0 Date Signature of Owner (if owner is builder) Date T:\PLANNING\FORMS\1102.15 [11/14/2003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGEIDOWN SPOUTS ELECTRICAL (LIGHT DEP1) SEPARATE PERMIT: # ROUGH-IN I I PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I I FRAMING JOISTS 1 GIRDERS SHEAR W ALLlHOLD DOWNS WALLS 1 ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR / CEILING I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE / PELLET 1 CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKINGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R. W./ PWI CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PLANNING\FORMS\1102.15 [11/14/2003] rJ-"ORT~o: l"~~~ ~ "-~ ~ 'lOi:c~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Zoning . . . Application valuation 03-00000685 Date 7/28/03 2619 S RACE ST 06-30-10-5-1-0745-0000- ELECTRICAL ONLY o Owner Contractor CRAWFORD PAUL B 2619 S RACE ST PORT ANGELES WA 983626783 JARMUTH ELECTRIC PO BOX 635 SEQUIM SEQUIM (360) 683-4104 WA 98382 Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL ALTER RESIDENTIAL JARMUTH ELECTRIC 46.70 Plan Check Fee 7/28/03 Valuation 1/25/04 .00 o ~ ~ "- ~ Qty Unit Charge Per 1.00 46.7000 ECH EL-R OR RM 1-4 ALT CIRCUITS Extension 46.70 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 46.70 46.70 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 46.70 46.70 .00 .00 ~ ~ CA :i 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 Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\PLANNlNG\FORMS\1102.15 [4/2002J BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL T-BAR INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 1 ~t.I;;'1 M/) ELECTRICAL LIGHT DEPT CONSTRUCTION R.W./ PW/ I CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PLANNING\FORMS\1102.15 [4/2002J . CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT PERMIT NO. .:?s//~ /~'pJ/9"/ DATE D READY FOR ~ ILL CALL FOR INSPECTION INSPECTION License Number: Phone: Owner/Business: Phone: Owner/Business Address: Sq. Ft. ~dential., Heat KW 0'0 [J Baseboard !}l Furnace/Boiler [] Heatpump 0 Other tl Commercial/Industrial load Total Connected load (attach breakdown) Total Motor load (attach breakdown) o New Construction o Remodel ~ Service update/alter/repair o Add/alter circuits o Auxiliary power (list below) o Special equipment (list below) ~ Overhead ~ol~~g:r~~~~ 1Jt[10 03.0 Service size :7oa o Temporary Amps Detai Is/Oeser; ption: I I I . :2rPO ( f' ( ~ d-cP 4J ~"-e ~ ~ - W.S. No. Service Capacity: 0 O.K. 0 Not O.K. o Ditch inspection O.K. o Rough-in/cover O.K. AiM^ ~ O.K. to connect service / ~~ Final O.K. Size Comments Date Hold for: 0 Easement 0 Letter o Signed up for service/meter o Meter Department notified for installation o Fire Department notified of inspection o Plan Review approved/pending Installer: Permit/Receipt No. 3r.f(f Site Address: New Meters - . Notify the Department 01 City Light by Street Address and Permit Number when ready lor in pe lion. Work mU!'t not be covered or electrically energized before inspection and O.K. for covering or service has been given by the Inspe~n Writing on the Wiring Report or the Building Permit. PHONE 457.0411, EXT. 158 or EXT. 224. ~ 1 ~ NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT i,O ~ , Inspector Am unt paid WHITE ~ file by address YELLOW - file by number PINK - Top: Eng, Bottom: Customer GREEN - Top: Inspector, Bottom: City Hall OLYMPIC PRINTERS. INC. 07/17/2003 08:05 350-581-7272 JARMUTH ELECTRIC PAGE 01, ,,- z- I" . "."',:.:, T... 5'('1Q1" """~P:L-'!!:'" :~.O.'7"y, , . , , .. ,. ro.' sO) ELECTRICAL PERMIT APPLICATION ~OI'9I("I.t.t.(,f1IaM.Y -, ,.....,; a. .......~ 1ll.E....PeffttIl~~.IW_...- -__--....Iw #-- ~B~ '- ",. .. -'''' lot.... ",........ "'" ~ ... 001' C-, '17. - ,....-c.J.~'...,,1 ~IQUEITIN.PEcnON D 0-.. or E\ec. ::c..,~ _,r ~o..nor.~ _: ~ro/cr rfYHI.)~" 5c:t:.t U" R Qc:~ .......' '0' -: E_eon...,Ior: 'Jarmuth Electric ~:349 W WashinKton St , ruc PA- JARMUEI4388H L_t: ClIy' Sa'luim, \/A JG!InecrlllCA/. CIOHT~ 11130/2004 I...: ZIp: ""..,Jie3-4104 98382 ZIp: ClIy: '''STAl.LATION ""'I'l!O BY: D O\'INEI'l C"" ClJnJ Hold., Nom.' ON FILE 8111rtlfl A~~ , , CIWR c.nJ NumW: I CIl)r: bp. on.: ZIp: \It&4:.-.. MC:-.- '""ClJICT ADIlRI"': Same As I Property Ovner Address Above :2/0/'1 So. ~ sr: ""'-.....JAddIllon 8dJ &1.1... ~~ I 1'\'111! 0' _K:: CIleck III tI'I. 'pply; 0 Nft ~eaIclentta' 0 MUl1l-fBm11y [] Corn",..., o Mob.. 101_ Sq, Fl Romote M.., d:J DeIa~"" OOrll\lo 0 Hal Tub 0 Swim F'l)ol 0 8ePllo PIImp 0 Low Val.. 0 T~. 1:1 Sigfl N_ 11J CIIo:~ eddtd Of .Iltted: '( , Dlilc:~ 0' ~!! l!U!e1WlCAL 1'tIIO.IIc:T: r-e r .e<sc; I t ~ tJs + K~ +- f..."r"a ~ B~~ Ke#>'L~d - ad L E.''ll:trlclol Hlet LDCld Addllione P~RMIT fee: ~'1(, .7r; ...._L-I~ JI-z- \),)I~ r:. a""'11":3 C Fumece (J )Oeo1 P\np "l'F....w.l1 _/(w , -I/(W ---TON_LRA LS:lKW ::J~ s.Mc:e o T~ 811'V1ao o ~ru."" SolWlo Va": 1'tlMe: 0 1 C 3 SolWlo Su.: I'_SI2I: , 1 htweby cMlfy thllr Ih.1I8 refId fIm1 .I(.""ned tfl;. eppl1c.ntm tIIM/ Ie_ lMt _ to /)e tnnt o"d ClOIrICf, -..d I om elJrhorlzed to epply for this pvrmlt, I ~nd 1/ I' not tIIfI City', leg., ~ 10 de,,,,,,,,,,, wtrll permll. eff1 reqlJirrJd; II rem,it'I, the 'ppiir;al'Jt, ""porlSiblllty 10 dm""/ne whet petml/, _ requWwd end 10 obt,'n ,/JCh. I/'t-'fo~ ,... L t' /..Il.. (So - .....-1...."1 ;4.-( - 0 t=- . N-;> I "'-L<r Credit Carel HoIde",lIonatun; Dm: Own... or !loc. Cenl SIONtU..: C:/ELECTRICAlPERlo4ITAPPLlCA nON D.I4: (ttNkL- ~ c:D.--, (7-/5- r;;!>) 7 -/r{-o3j :f Lj~ ,7D CITY OF PORT ANGELES , ~IGHT DEPARTMENT ELECTRICAL PERMIT N~ 18236 Port Angeles. washlngton...............~m2S..m.mm......... 19.8..'1 In accordance with the City Ordinance to regulate the installation. extension, or repair of elec- trical equipment In, on. or about any building or other structure In the City of Port Angeles. per- mission Is hereby granted to do electrical work as listed below. Address ......ri.h.lq.......S..m..Q.9..r.~m...m........m..m..m... Occupancy.......m...................................." Owner .."m.u::(Uj..\..m"mC.r.c.y~...J\J.Y..(l.... Tenant..._...."...~.n;-f.7-Dmm.....r."m"m"".. Wiring Contractor .mmtl::#."R."m...t:J;<..t..:b':.(Lm....m. By..m"...~..~~"."""....m."" Light OUtlets....................n.2...._.._..... Service, volts ..................._.................. Type ot Wiring: Receptacle OUt1ets.........J.~..n........ No. wires ....................................... Armored Cable .............00.00............ Dryer, KW nnu....n........................h.... Size wires........mnmm.....mnm..._.. Range, KW h.."h",,'''....nn....n..n....__... Main fuse ...................h....n.nn....... Water Heater: Enclosure ....................................... KW.""..m.umm.umuuu".. Type of wiring: Entrance Cable .mmnnmm.m........ Heat: KW..............n...........nun.n..n........... Motors: size. volts and phase: RIgId Conduit "muumuumum""u' Metallic Tubing ............-.............. Current transtormers: No. & Size.....................n.nn........... Ser. No............................................... Ser. NO.nn__..............n....nn..nnu..n... Ser. No. un...n..n.nn........................... Non.Metalllc ...n.......nn................. Knob & Tubennn......hn.......n.......~ RIgid Condnlt """""""."""...""... Metallic Tubing .m......mn......m... Raceway ..............................._......_ Circuits, Light..................................._.. UtilIty "'''."mmu..".u.."....m'''""m. Heat .......................................____ Range ............................................. Water Heater .m.........mm.m...n.n Motor ..._........................................ Dryer .nnnn.....................................__ Furnace .........................'......._........... Total :Load....nn..n................. Ser. I\'o.......n........._.......................... Total....................................... ~ ' /OJ. ~ Remarks: .m9~""...m.m..""mXmm~m........m...............m.mmm"""mm....mm""...........m........... ..~.._.__.n....n.nnn.n_.h.nn...._nn.n..n.nn_nu_hd..n..n...nnnnnnnnnnn..n_nn_......nn_n.nnnn.n...nn_..hnn.nn.n.n__..U"_O" .._.nn..........nn.n.nnn...n.nuu......n.nndn..n.nnnu__...nuu.nhndU.~__n__n.__.uuuUU...h__n.__.__u.U__UUhn__u.nn...__nnu...u. :.~_:.~1.5:~.Q_mm.m_' ::~:..;~#.._... By .._7J!!....e.~..U~~, NOTICE-Current must not. be turned on until Certificate ot Inspection has been issued. It W;:k-;:.~--:~:~ - cealed due notice must be given the Inspector so that work may be inspected betore concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION WptJ Cdf-rL ~. ELECTRICAL PERMIT Address .mmr),/,alq......u...':ji:.uu...f!.p,S.~...uu......uu....uuuuuuu..."uuu..."u..uuu.u D.te...u...ub..L'2.S.../9.'/.u.u.uu.....u Owner ".u....uuf.Q.~uLu..uu~..':.u0.:-~uh').Ydiu...:.......u..ummu....uuu,,',.. Ten.nt........."uunm0.Mt.J:Lt,??mn......... WIrIng contr.ctoruu""u"Au,:'L.t?_uuE..\.g.(,..:\:.v-,'.!..uu.u._.m.nuu.uUU"'mU.nmnm, BY.u.uuu(!?./H.J::,uf/;.!..l..:::I". N~ 18236 NOTIC~urrent must not. be turned on until Certificate ot Inspection has been issued. It work is to be con- c3aled due notice must be given the Inspector so that work may be inspected betore concealment. 1M Olvml:lic Printers. Inc.