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Home My WebLink About518 E Ahlvers Rd - Building ----....... ti ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98J62 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 06-00000525 Date 957850 518 E AHLVERS RD 06-30-15-4-2-0025-0000- TOM & RUSSELL GRAF RES DETACHED GARAGE 7/05/06 30851 Owner Contractor Other struct info . R & N BUILDERS 171 CEDAR GLEN LN WA 983623710 PORT ANGELES (360) 460-0979 TOTAL % LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98362 GRAF THOMAS G 518 E AHLVERS RD PORT ANGELES 3.00 1. 00 4131.00 169566.00 864.00 4995.00 1. 00 Permit . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL JARMUTH EL/ GARAGE 81315 JARMUTH ELECTRIC 48.10 7/05/06 1/01/07 plan Check Fee Valuation .00 o ~ ~j ~ Qty 1. 00 Unit Charge Per 48.1000 ECH EL-R-OUTBD/DTCH GAR SEP Extension 48.10 ~ Special Notes and Comments The Fire Department has reviewed the project application and has no comments 06/01/2006 08:06 AM SROBERDS -- The proposal will result in a detached garage in the RS-9 for total lot coverage of 3%. No land use issues are anticipated. Electrical load calculations and elctrical permits are required. How will the new structure be fed electrically? OS/22/2006 01:26 PM GMCLAIN ---------------------------- Public Works Utility Engineering has no requirements for this plan review. ~ ~~ ~ 5 Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 48.10 48.10 .00 .00 plan Check Total .00 .00 .00 .00 Other Fee Totai 4.50 4.50 .00 .00 Grand Total 52.60 52.60 .00 .00 ~ COMMENTS/ACTION NEEDED L ......./ I -:. ~ ELECTRICAL PERMIT INSPECfIONRECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. 11' IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPItC110N TYPE DATE ACCEPTED COMMENTS YES I NO I IITI 'H III lV' ;1-f-lN I COVER 7-S- o-&:. Lf/// SERVICE LT"" AT 17.~l{-tTk .kU.A GENERAL COMMENTS: PW-II02.J514I96J ~ . :f"'ORT~ lO~ ~ ~-- ~W!jtI" CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 6/07/06 06-00000525 Date 957850 518 E AHLVERS RD 06-30-15-4-2-0025-0000- TOM & RUSSELL GRAF RES DETACHED GARAGE I7AJ/lH::O o/~~,0 . 30851 Owner Contractor GRAF THOMAS G 518 E AHLVERS RD PORT ANGELES R & N BUILDERS 171 CEDAR GLEN LN WA 983623710 PORT ANGELES (360) 460-0979 TOTAL % LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98362 Other struct info . 3.00 1. 00 4131. 00 169566.00 864.00 4995.00 1. 00 permi t . . . . . Adritional desc . Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL 77818 478.35 Plan Check Fee Valuation 191.34 30851 12/04/06 Qty Unit Charge Per Extension 417.75 60.60 BASE FEE 6.00 10.1000 THOU BL-25,001-50K (10.10 PER K) Special Notes and Comments The Fire Department has reviewed the project application and has no comments 06/01/2006 08:06 AM SROBERDS -- The proposal will result in a detached garage in the RS-9 for total lot coverage of 3%. No land use issues are anticipated. Electrical load calculations and elctrical permits are required. How will the new structure be fed electrically? OS/22/2006 01:26 PM GMCLAIN ---------------------------- Public Works Utility Engineering has no requirements for this plan review. Other Fees 4.50 STATE SURCHARGE Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 478.35 478.35 .00 .00 Plan Check Total 191.34 191.34 .00 .00 Other Fee Total 4.50 4.50 .00 .00 , Grand Total 674.19 674.19 .00 .00 ~ ~ \ ~ ~ ~.~ ~\\) I \ ~~ ~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 orwork is suspended or abandoned for a period of180 days after the work as commenced, or if required inspections hav.e not been requlilsted 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 perm does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the perto ance of construction. 19-1- ~Q Date Signature of Owner (if owner is builder) T:\Policics\1102_IS building permit inspection record05.wpd [1/412005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE 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: / I FOOTINGS ~/~/C' j5g WALLS Fl>fiV! <<, J"~ FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY: BACK FLOW 1 WATER AIR SEAL I WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR W ALLlHOLD DOWNS WALLS 1 ROOF 1 CEILING 7/~/tJb TTC DRYWALL (INTERIOR BRACED pANEL ONLY) f I T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING MECHANICAL HEAT PUMP 1 FURNACE 1 DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CmMNEY FINAL . DATE ACCEPTED BY: COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'5 SEPA: P ARKlNGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL.lNSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R. W.I PWI CONSTRUCTION - R. w. ENGINEERING 4 I 7.4807 PW 1 ENGINEERING FIRE 417-4653 I FIRE DEPT. PLANNING DEPT. 417-4750 1..4/~. /"" ~ PLANNING DEPT. 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ZO III III 1 0 E-< .~ 1 f>l'" 00 -U 1 .... ~O CIlE-<;:! ..:I !-< 0 1 0 gJ:.!E-<!:j~..:I H 00 1 "'>< ~ ...... 1 f>lE-< offi1H~g: 0. 1 .... I>:H >< 1 ..:I o.U ~E-<UOo..o: '" E-< 1 III ,-- ~324... 1 ~. [][:] -Atilvers Rd. 1 J ] ..: a Q) Ol "0 Q) C o >, c co U G -- r' CJ >-.13329J 3 ~ 0', ~~ '.J f-. ~"'" ct I-- ~B -;;:) ~~<:"'{ '::f-. res ~ <:>) -....:. ~~ 'X ~~ ~ ~ \-- ~ c-.... " " ;:) 0'~~ ~ V) ~~\'f\'~ ~ O~O~~ \J 0 ~~Q,V IS" + :?~~ ~ c:'(\\t)~ -\- \:l 1; -\- I ~ ~ ~~1 \.[J \.J'R <?> o CJ ~ (\{l ~ , ~~ ." ~ ~~ (S~ ~~ '-J~ ~ it] o o I~ f~ BUILDING PERMIT - APPLICATION 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 Applicant ~gent: R~h JQd::soY\ Phone: Lf'JJ - OYOL{ Owner: loVY) o..ncA {(,^Sse\\~ \7<~-Y Phone: 4tjJ-'d09f6 Address: 51~ t:o.S+ A'''\lU ~ City: Po rr ~I~~ Wf\ Zip: q~~(oJ.... ArchitectlEngineer: ~ Se.OSOf)') (( n1\f'{ler\~ Phone: LJ~d." 30d-..) Contractor~~10 fJ)U.\\~U5 StateLicense#:Rt.J~urtt'4-Cn~Exp: 3/0l Phone: Y(lJO-ODtlq Address:J..] I (t"do.( \::;\Q n City: P l> ,TAn~ele9 , vv A Zip: g<b j~'2 ~ICO (, ~\h\ley<) ZONING: Q'S-9 PROJECT ADDRESS: LEGAL DESCRIPTION: Lot: Block: Subdivision: Q~r;?')a \ ? LI). Otil') CLALLAM COUNTY PARCEL NUMBER: TYPE OF WORK: o Residential. 0 New Constr. 0 Re-roof 0 Stove o Multi-family 0 Addition 0 Move~Garage o Commercial 0 Remodel 0 Demolition 0 Deck o Repair 0 Sign 0 Other BRIEF DESCRIPTION OF THE PROJECT: 'ThQ. (elf '5 (0 e. ~ COMMERClALIRESIDENTIAL: Occupancy Group: No. of Stories: L Lot Size: 'b q '5~ Existing Sq. Ft. 4- t ~ I Total lot coverage i? % % . , Occupant Load: Construction Type: & Proposed Sq. Ft.~ = TOTAL Sq. Ft. 4 q~ APPROVALS: PLAN: BLDG: DPWU: FillE: OTHER:_ PLANNING USE ONLY: ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPffiA TION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that ills my responsibility to determine what permits are required ,not the City's, and that I must obtain such permits prior to work. T,IFORMS\BldgPanlltfunn.wpd Applioant: ~ ~~ Date: 5- 17--bw ----- ------------------~ I. Garage Structural Design for Tom & Russell Graf 518 E. Ahlvers Port Angeles, WA 98362 5.1J--O(P -00 [EXPIRES A -0 ~ J 4 SEASONS ENGINEERING, INC. 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 FilE 4SEASONS ENGINEERING, INC (360) 452-3023. Fax (360) 452-3047 619 S. Chase Street. Port Angeles, WA 98362 May 12, 2006 Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Scope of Engineering for: Structural Design Tom & Russell Graf 518 E. Ahlvers Port Angeles, WA 98362 Enclosed is the structural design of the Garage for Tom & Russell Graf. At this time, portions of this structure that have been reviewed by the engineer include: 1. Lateral Forces 2. Beams and Headers 3. Foundation Please give me a call if you need any additional information. Sincerely ~ .2() '? -=-~B }v~I.-C,'--_. ~~~l.<.U_,v,-, . E~ Donna J. P tersen P.E. Structural Design Tom & Russell Graf 518 E. Ahlvers 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 SNOW ROOF = 25 PSF LIVE LOAD = 40 PSF (FLOOR) DEAD LOAD = 10 PSF (FLOOR) DEAD LOAD = 10 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 3 SEC GUST, V3S = 100 MPH HEM FIR #2- 2 & 4 X Fb = 850 PSI Fv= 7~ 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 EXPOSURE C SEISMIC ZONE D2 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 2001 (7) ROSBORO-APA WOODCAD, VERSION 1.1 by ROSBORO GLULAM RESOURCES 2000 (8) RISA-2D RAPID INTERACTIVE STRUCTURAL ANALYSIS - 2-DIMENSIONAL VERSION 6.5 General Notes 1. Ground snow load = 25 PSF, roof snow load = 25 PSF 2. Maximum soli bearing capacity = 1500 PSF 3. Seismic Zone 02. 4. Wind, VFM = 80 MPH, 3 second gust, V3S = 100 MPH, Exposure "C". 5. 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 roof snow load and appropriate snow drifts as noted in the IBC. 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 U240. 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,S 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" #5 bars or smaller 1-1/2" Walls Interior face 3/4" 8. Footings shall bear on solid unyielding natural earth free of organic material Single story structures 12" below original grade Two story structures 18" below original grade Three story structures 24" below original grade 9. Concrete slabs In living spaces shall be 4 Inches thick minimum, with 6x6, 10 ga W.W.M. over 2" clean damp sand, over 6 mil vapor barrier, over 4" crushed rock, over compacted subgrade. 10. Other concrete siabs shall be 4 inches thick minimum, with 6x6, 10 ga W.W.M. over 4" crushed rock, over compacted subgrade. -------~ 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 (SBXI Galvanized, 0.60 ozlft' ACQ-C, ACQ-D, CBA-A, CA-B, Other Borate (Non- Post Hot-Dip Galvanized, ZMAX galvanized, 1.85 DOTI ozlft2. , or SST300-Stalnless Steel Steel Ammoniacal Copper Zinc Arsenate (ACZE) SST300-Stalnless Steel and other pressure treated woods. 11. When using Stainless Steel or hot-dip 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 16d 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 one trimmer and one king stud each side of all openings 5 feet or less In width In stud bearing walls not detailed otherwise. 16. Provide 4x10 headers, or double 2x10 headers over and two trimmers and one king stud each side of all openings greater than 5 feet In width In stud bearing walls not detailed otherwise. 17. Provide 4x8 headers, or double 2x8 headers over and double studs each side of all openings In non-structural stud walls not detailed otherwise. 18. At joist areas: Provide solid blocking at bearing points and at Intermediate bearing locations. Provide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. 19. Provide double joist headers and double joists each side of all openings in floors and roofs unless detailed otherwise. 20. Toenail joists to supports with 2-16d nalls, 2-10d box nails for TJI joists. 21. Attach joists to flush headers and beams with Simpson "U" series metal joist hangers to suit the joist size. 22. 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. 23. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with 8d 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. 24. Provide continuous solid blocking at mid-height of all stud walls over 10' In height unless wallis blocked per shear wall note. 25. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. I Garage . Tom &Russell,Gr~f iL. 518 E. Ahlvers, Port Angeles,WA 9836,2 It 2003 IBC WIND ANALYSIS WIDTH LENGTH LEAST DIM 03 IBC SEISMIC ANALYSIS - SIMPLIFIED BASE SHEA BUILDING DESCRIPTION I; 'I~' 24"'.. . 36 241 S1 0.50 FIRST FLOOR = 11- V;':;; 8;8".ii;!A. Ss 1.25 SECOND FLOOR = I".", 0 bik,i4 SITE CLASS 0 y, ROOF HEIGHT = 2 Fv 1.50 AVERAGE HEIGHT OF BUILDING 11 Fa 1.00 A 2.4 3 3 2A=1 6.0 I Sm1 0.75 WIND EXPOSURE C Sms 1.25 WIND SPEED 100 MPH Sd1 0.50 ROOF PITCH .~..,." ,,;i4 12 18.43 Sds 0.83 Ps = AlwPs30 SEISMIC USE GROUP 1 SEISMIC DESIGN CATEGORY 0 Ps = AlwPs30 A= Iw= LC1, Ps30 = LC1 ,PI = LC2,p.3o = LC2,P. = RESPONSE MODIFICATION FACTOR 61/2 AREA A, Ps30 = 1.21 '. t,;}: 1 22 26.62 22 26.62 SEISMIC BASE SHEAR COEFFICIENT= 0.154 AREA B, ps30 = 1.21 1 -5.8 -7.02 -5.8 -7.02 CONNECTION OF SMALL ELEMENTS AREA C, ps30 = 1.21 1 14.6 17.67 14.6 17.67 SHEAR COEFFICIENT= 0.111 AREA 0, ps30 = 1.21 1 -3.2 -3.87 -3.2 -3.87 HORIZONTAL DIAPHRAGMS AREA E, ps30 = 1.21 1 -19.1 -23.11 -19.1 -23.11 SHEAR COEFFICIENT= 0.1667 AREA F, ps30 = 1.21 1 -13.3 -16.09 -13.3 -16.09 BEARING AND SHEAR WALL AREA G, ps30 = 1.21 1 -13.3 -16.09 -13.3 -16.09 OUT OF PLANE WALL FORCES AREA H. ps30 = 1.21 1 -10.1 -12.22 -10.1 -12.22 SHEAR COEFFICIENT= 0.3333 E oh 1.21 1 -26.7 -32.31 -26.7 -32.31 MASONRY AND CONCRETE OUT OF PLANE G oh 1.21 1 -20.9 -25.29 . -20.9 -25.29 SHEAR COEFFICIENT= 0.6667 COMPONENTS AREA 56 ZONE 1, 50sqft 1.21 1 ~... .,~15.4 -18.63 -8.63 -103.608 LONGEST TRUSS @ 2 FT OC 24 ZONE 2, 50 sqft 1.21 1 ~23.3 -28.19 -18.19 -218.316 EAVES 2 ZONE 3, 50sqft 1.21 1 . ",'}.:-36 -43.56 -33.56 ROOF DEAD LOAD 10 EAVES Z3 1.21 1 ., ,-<,.:'33.5 -40.54 -30.54 -122.14 TRUSS UPLIFT 444 HURRICANE CLIP H5 __ _n_ J Garage Tom & Russell Graf 518 E. Ahlvers Port Angeles, WA 98362 LATERAL FORCE RESISTING SYSTEM. WIND LOADS SEISMIC LOADS (AREA)(PRESSURE)/LENGTH = SHEAR WALL TRIB WIDTH HEIGHT PS FORCE LENGTH SHEAR TRIB WIDTH DL SHEAR SHEAR SHEAR SECOND AREA FT. FT. PSF LBS FT PLF AREA FT. PSF COEFF. LBS PLF WALL A A 1>,/8;0, ~~,.4.0 0iii 26.62 ROOF .!23:3y.... 17 B ';.'8.0,. IYc,Cn .B1 -7.02 FLOOR .~;;ijJYJ.~~ .o".,:;-~; "....J:;:;" C 10.0:' '" 4.0 H 17.67 WALL 8.0 '8 C12:0 '}) 4.0 ;,,~ -3.87 1520.0 '24',;/ 63.3 ETC. ., 0.154 1698.8 70.8 D . - WALL B A " 8.0 }'4:0 26.62 ROOF 23.3 17 B .8.0 4.0 ,.' -7.02 FLOOR ;~:;';", ..-., ""L C 10:0 4.0 17.67 WALL ,.,,,8.0 8 D "12.0%':':., .0' 4:0'~ -3.87 1520.0 24 . 63.3 ETC. \1' '~', 0.154 1698.8 70.8 ,-;' WALL C A 1& 8.0. ~ p 5.0 26.62 ROOF 15.5 ? 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'" f" 0 - - ::> ,> w :E I- , ~ :I: ',';' , Z " ..: ,! ,. ,..: I'- :E w u. 0 r u. :I: C, ,..> ~~ i~.hlj k~ 1},>,.q; 0:: :I: ..,. ..,. ..,. ~ CO ~,,' CO ..,. N N ..,. W N N N '" '" ~K' " j.1,j Q. l- Ii 'j!Z' I",;'. . " ! <' ...J 0 ...J ~ ~ ~, [! :~ - - "fl.~' W I- > :I: ...: 0 " <Xl <Xl <Xl <Xl <Xl <Xl <Xl W u. :I: U 0:: :E ~ U. <Xl <Xl <Xl <Xl ..,. '" ..,. "": "": ""': "": Ul ...J ci ci ci ci ci lli ci ;;; ;;; ;;; ;;; iii :I: Q. I'- I'- I'- I'- II) ..,. II) ..... ..... ..... ..... Ul Ul 0 0:: ~ ~ ~ ~ ~ u. '" '" '" '" ..,. II) ..,. Z ...J M M M M ai lli ai ..... ~ :I: Q. CO CO CO CO '" '" '" ..,. ..,. ..,. :! Ul ..... ..... ...J iil ...J ~ Z <{ <{ <{ <{ aJ U 0 <I: Q. 0 <I: aJ U 0 a; Z -' -' -' -' > 0 -' -' -' -' Q) U ~ ~ ~ ~ ...J W en I " r:p e ~ ,-------r-------i I rr,= - - - - - -1- - - - - - I I I I I I I I I I 181 ~ I I I I I I I I I I I I I~ I ? I I I I I I I ;" I I I I I '0 I I I ,-- @).~ I I I I I I I I I I I I I I I I elll I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ,'L ___ L__ L__ L _ _ _ ~ro~ _ I _ _ 99Of_ _ _ ~ ~o .r ." ,f'Z ~) -{@ ? ;", '" I ;" ..., <: :s-Z Q ..... ll::lLJ O-J o <( ii~ '0 I '" -81 r .. , · --, 01 GARAGE HEADER-Roof Beam 4 Seasons Engineering Inc. Project: 518 E. AHLVERS Job: TOM & RUSSELL GRAF Client: TOM & RUSSELL GRAF Page 1 14:08:11 05/12/06 Designed by: Donna Petersen P.E. Checked by: Input Data Left Cantilever: None Check for repetitive use? Yes Dead Load: 17 psf Allow. LL Deflection: U240 Eb: 1600000 psi Main Span: 9'3" Tributary Width: 14' Live Load: 0 psf Allow. TL Deflection: U180 Fv: 180 psi Right Cantilever: None Slope: 0:12 Snow Load: 25 psf DOL: 1.150 Fb: 900 psi Desi,gn Checks Max, Value Allowable % of Allow, Location 2719,5 3281.47 83 tI 0' 1022,19 1138.5 90 tI 4'7-1/2" 84.423 207 41 tI 11-1/4" -0.0868 0.4625 18 tI 4'7-1/2" -0.1458 0.6167 23 tI 4'7-1/2" Reactions and Bearing 0' 9'3" 1.5 1.5 2719.5 2719.5 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 90 tI %. Design is governed by bending fb/Fb. Governing load combination is Dead+Snow Condition 1 w/Pallern Loads. Maximum hanger forces: 2719.5 Ib (Left) and 2719.5 Ib (Right). Program Version 8,2 - 12/1712004 )05'3 CITY OF PORT ANGELES, DEPARTMENT OF LIGHT APPLICATION AND ELECTRICAL PERMIT A //,tg FEE RECEIPT NUMBER PERMIT NUMBER . TOTAL FEE ;)0 fiE- ,~S- .. CaNT. LIC. NO. TIME TO COMPLETE NO. STORIES LEGAlQCCUPANCY ELECTRICAL PERMIT ONLY NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT Site Address Owner --:rOM Owner's Address , t. CORRECT ADORE 5 IS RESPONSIBILITY OF APPLICANT ro f?A'f'F . PERMITS WITH WRONG fJDRErSEf ARE CANCELLED I _ . Installation By ~!2 r F ( Lc.. 1'1"(.1. L- Installers Address Installers Phone ada for Permit to install Electrical Equipment 85 follows: J Appli Fvw {l.(. Wiring Method .. NUMBER AMP 120V 240V NUMBER AMP 120V 240V USE OF CIRCUIT PER 100R FEE USE OF CIRCUIT PER - 10QA FEE CIRCUITS CIR 10 30 CIRCUITS CIR 10 30 LIGHT SIGN LIGHT 50 VOL T8 OR LESS CONVENIENCE MOTOR CONVENIENCE /y ::s- h,,,,,J r IIIV A.: 'TIc.. MOTOR APPLIANCE J n " " V VOVL MOTOR DISHWASHER . f ~o/L FIRE ALARMS DISPOSAL BURGLAR ALARM RANGE MISC. OVEN WATEAHEATER , LAUNDRY DRYER - REINSTAllATION LIGHT FIXTURE # FURNACE SUB TOTAL FEE GAS - OIL FURNACE ENERGY FEE ELECTRIC BASIC FEE ELECTRIC HEAT - TOTAL FEE ELECTRIC HEAT SIZE OF SERVICE SWITCH OR CIRCUIT BREAKER A.C. UNIT AMP PHASE FEEDER SIZE OF SERVICE ENTRANCE CONDUCTORS SERVICE A.W.G. I SUB-TOTAL SIZE OF GROUND SIZE OF ENTRANCE SWITCH I certify that the work to be performed under this permit will be done by the installer and in conformance with the N.E.C. Electrical Code. Date Application made ,19 By ~ , Date Permit Issued CONTRACTOR OR OWNER (OR AUTHORIZED AGENT) Permission is hereby given to do ,the above des~r!bed work, according to the conditions hereon and according to the approved plans and, speclfications pertaining thereto, subject to compliance with the Ordinances f t e City of Port Angeles. '. 0[1'>.f's 7 BY' . IREC OF C Y LIGHT ,', - I PLANS PPRO EO N tlfy Department of City Light by Street Address and Permit Number when ready for inspection. Work must not be covered or current tu~ned on before inspectIOn and O.K. for covermg or se[vice !:las been given by Inspector in Writing on Permit Placard. A. - Permits Phone: 457-0411 Ext. 158. WARNING PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK - SEE OVER - WHITE. Original CANARY. Duplicate PINK. Triplicate WHITE CARD. Inspector's Report '" V...CIr. PRINTERS. INC._ '. . , ,,0 REPORT OF INSPECTOR DATE OF VISIT MADE BY REMARKS , , , , , : , , ,. , . . ,. . '. .' I'.: . . 1o!a4r7 ~M,J:, ~O.K. FOR COVEt:\ING , ' I , , . .. O.K~TO CONNEcT SERVICE II '~Bh1 ' AAJ,-- FINAL O.K. , I . ..,. . z <:) II: <l: :E ~ :I: I- Z W I- ~ I- o Z o C (' '-" J , . CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N? 16353 J-~ >7 Port Angeles, Washlngtonm..m..m__m___...m.....______m____mm..m..m, 19m"h' 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 ..h,2.l."'r..__e.m__c:P.-'!.g~~~mm....__mm__...__ Occupancy.__..Aj?~h__..hh..____..mm.. ~::~~.~~~""::::::~Z~.--.::::::::::::::::.m~~::~~;~::::::::::::.~~~..~~:::::::::=::::::::::::::::::::::::::::::::::::::: :Je) /.:z.o/~'I!d.. Light Outlets......n......................._.._..... Service, volts ..n.....___m....__......n......__ Tj pe ot Wiring. if.'-. C) "3 ' '. Receptacle Outlets.....L___...........__....... No. wIres ----.------........:--...--...~.....-- ~iliyd Cable .............-...........-.... Dryer, KW ...........~.............____.... Size Wires__,~d.._~.J..~' 0 .M.talllc --.....-----.......-------....--. / .2. ~dI /1-1/ Knob & Tub.___....______...h____.____....... ~:~:~ K:~~~~~.:--------.--=----- ::~~o:::: :::e::Z:;::::'::'::: Rigid Conduit ...---------------....----..... KW....-----ml~--.~----yTmc.. Type 01 wiring: ::::~~: ~:~I.:~..:::::::::::::::::::::::::~ Heat' Kw...__.I-1.....&~"...__A~ . Entrance Cable -----.----------------------- Circuits, LigbL......I...~.__..........____... o ::~tity..::::ii:::::::::::::::::::::::~:::::: ;:2.. MO~~;.:~::~.a.~:;:..----- Rigid Conduit .h____.__.___________________. Metallic TUbing .....m__...... No. & Size............__...._........... Range ..____.......___................_............ <;'2.,. Water Heater ............._____00____....... CUrrent transformers: :~:?:::(.;~~~:::::::::::~ SeT. NO...._n..__.......n____....n_..._.n__...___ ;:r::~~.:.:~y:::~:.:.~~:.::..~::.::.:...: 3;;L SeT. No. ....__0000__...00_.....00__......._._........ SeT. No. __n_n..nnnn_......n__................. Total IAlad.n_nnnn_................ Ser. NO.......n____._._..........._............_..__ Total ....__n_n___n_n._n...n__...._.... --'Remarks: ....UU.7.<'T-:!.~.4'..~.=..-.,;.;:1::"n~--.n.C.~~~.nL.'~.n,f..u.nn...n.nuunu.n......u..u..h_.nnnnnnnnnn.nn.nn.nhn. .;:~;~h;~:h....----h----...__---m.~~::~...;:::;~~.m..---m.m......---------..q0--~--~.~m..---. $:.m.J.~.!I.Q.m___.........__ No.............__........._... By T.~..,----:---.--------.~:___.m______m....____...__h__:h" ,j NOTICE-Current must not be turned on until Certificate of Inspection has been issued. If work is to be con- cealed due notice must be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION ELECTRICAL PERMIT N? 16353 i Address.___......__......._.............._..............................._.................____........_.......___......__..._.__.....__......Date.___._...__n_..____.........._._...._......_......... Owner ........_00.___...__..............._......_.._......_......_.._.........0000.....n.n...........n__...._.__n_......___. Tenantnn._nn_.___.nn....._.....................nn._n._n_..n___. Wiring Contractor ..........................._..............................._....__......____......__.__________......._........_......... By.______.._____.._..._____.................._..............._._ NOTICE-Cur~ent must ,not be turned on until Certtrlcate of Inspection has been issued. If work Is to be con- cealed"'due notice must be given the Inspector so that work may be inspected before concealment. \ ' ' ., ."-' 1M' . Olympic Printers, Inc. 06/30/2006 07: 43 360-681-7272 JARMU1HELECTRIC. PAGE 01 ELECTRICAL WORK pERMIT APPLICATION Installation description /' o Commerellll ....Resld.nllal ~w 0 Altered/Addition ~~~ ~ WJ Job wired by EI.ctrlcal Contractor 0 Owner Date Expires EI:eoat oonlraolo' name Uoense number ~rl'Yl(}.u.. EJ~J""kr;/ Purchaser's mailing addres5 ~ ~ L ~~eiJ W V1)d..t..~ ,- City , tc ZIP ~~V;W\. ~ 9&-3fr2...... Telephone umber FAX number _<= ~ 2... ; ~~ .. I. Premhe. owner', name ~M a,.,.,..Il "A.ddrUI of In.peetlop I '" -L ,.r;/ S'" ~ A), h'/"'!> /T. Clly P ~ k ...,./"",::- Pbone number '0 ..hedale Q,P...IOO: ~..;2. - 'Orfi'" Ownt''' as defined b>' RCw'19.Z8.26/:(t) awl'u:r will occu.Py Ihe stTuctllre for twO years after this electrical permit is finalized. (2) Owner u required to hit'(? aft electrical COllzrQctor if above laid propef'ty is for sale, rel'lt or /edSe. After reading the above statement, 1 hcreby cenify that J am the owner of lhe above named propeny or a licen~ed cleclril;al contractor. I am making the eleclrical instal- Jinion or alteration in compliance wilh the electricalla.....s, N.E.C" RCW. Chapter 19.28, WAC. Chapter 296-46B. The City of Pon Angeles Municipal Code, a.nd Utility SpecificAtion!;. SleDDIPr r owner. e driul contractor or rledrlcal Adminlstr.tor Expiration Dare of card o Cash a Check # o Credit Card Visa Card # i \"::;: .. ~ ~ Mastercard Discover ---------------- SERVICE ) ?;S-lJL kfR PIU! Appl'Dwicl By -.J FElIDER x or tl ate: Ir: -o~ Q NO LOAD CHANGES D Baseboard KW o Furnace KW C Heat Pump _ Ton ~ LAR o Fan.Wall KW ~ o Overhead Service o ~mp Service rUnderground Service SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-417-4735 t' t' TIIERMOSTAT ROUGH-IN 1.-5-DI. Ac...O Dlle ApprDW.:! ay ) FINAL iI:J""/A L j c--- "-- u l)11~ Appravod By -.J DITOI Awrovedby-:'" Dale App",w~d By Inspcc:tion Dale Area, Building or Equipment Inspected / /...;c// h/7~//l/.... " / Service Information Vol1age~~O .k,f{ ~ Pha.. j 0 ~ SalVic. SIz.: .at:!M Feeder Size: / Dille Al'J'rtlvcd By ..I Action Taken Electrical Inspector