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1110 W 10th St - Building
PREPARED 9/26/07, 11:07:10 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/26/07 ADDRESS 1110 W 10TH ST SUBDIV: TENANT NBR: RONALD W JOHNSON CONTRACTOR : PHONE OWNER DIANE / RONALD JOHNSON PHONE : (360) 457 7852 PARCEL 06 30 00 0 3 1710 0000 APPL NUMBER: 07 00000712 RES ADDITION ---------- -- --------------------------------------------------------------------------------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL6 01 7/27/07 JLL BLDG POST/COLUMN FTG 7/27/07 AP 07/26/2007 03:51 PM LPANGRLE RONALD 457 7852 DECK FOOTINGS 07/27/2007 04:12 PM JLIERLY BL99 01 9/2 07 L BLDG FINAL 09/25/2007 10:08 AM LPANGRLE RON 457 7852 BLDG FINAL DECK COMMENTS AND NOTES PREPARED 7/27/07 10:53:32 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR• JAMES LIERLY ADDRESS 1110 W 10TH ST SUBDIV: TENANT NBR: RONALD W JOHNSON CONTRACTOR : PHONE OWNER DIANE / RONALD JOHNSON PHONE (360) PARCEL 06 30 00 0 3 1710 0000 APPL NUMBER: 07 00000712 RES ADDITION --- ------ ---- -------------------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL6 01 7/27/07 BLDG POST/COLUMN FTG 07/26/2007 03:51 PM LPANGRLE RONALD 457 7852 DECK FOOTINGS COMMENTS AND NOTES 457-7852 PAGE 7 DATE 7/27/07 4d"O"CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number STATE SURCHARGE Property Address Charged ASSESSOR PARCEL NUMBER Paid Tenant nbr name Credited Application type description 53 Subdivision Name 53 Property Use 00 Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 600 07-00000712 Date 7/02/07 580568 1110 W 10TH ST 06-30 00 0 3 1710 0000 RONALD W JOHNSON RES ADDITION Owner Contractor DIANE / RONALD JOHNSON OWNER 1110 W 10TH ST PORT ANGELES WA 983635628 (360) 457 7852 Structure Information 000 000 61 SF DECK / STAIRWAY ADDITION Other struct info HARD SURFACE AREA Permit BUILDING PERMIT -RESIDENTIAL Additional desc 61 SF DECK / STAIRWAY Permit pin number 104737 Permit Fee 53 05 Plan Check Fee Issue Date 7/02/07 Valuation Expiration Date 12/29/07 Qty Unit Charge Per BASE FEE 1 00 3 0500 HND BL 501 2K (3 05 PER C) Special Notes and Comments The Fire Department has reviewed the project application and has no comments 06/29/2007 03.23 PM SROBERDS The proposal will result in the addition to a residential deck Lot coverage is 22% No land use issues anticipated MAINTAIN CLEARANCES FROM SERVICE WIRES 10 feet required over access areas If the meter is relocated, an electrical permit will be required 06/19/2007 02 15 PM GMCLAIN Public Works Utility Engineering has no requirements for this plan review Other Fees STATE SURCHARGE Fee summary Charged Paid Credited Permit Fee Total 53 05 53 05 00 Plan Check Total 21 22 21 22 00 Other Fee Total 4 50 4 50 00 Grand Total 78 77 78 77 00 21 22 600 Extension 50 00 3 05 4 50 Due A 00 00 9 00 00 Separate Permits are required forelectrical 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 S nature f (if owner is builder) Date T-\Policies\1102 15 building pennit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD O 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 ITIS UNLAN FUL TO COKER INSULATE OR CONCEAL ANI' 6f'ORK BEFORE IA'SPECTE'D AND ACCEPTED POST PERMIT INA CONSPICUOUS LOCATION ]LEEP PERMIT CARD .AND .APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE I ACCEPTED I COMMENTS I I I YES I NO FOUNDATION FOOTINGS I I DecK foal n g $ OT ( 7-7101 DA SHEAR WALLS / WALLS FOUNDATION DRAINAGE/ DOWN SPOUTS PIERS POST HOLES (POLE BLDGS. ) PLUMBING UNDERFLOOR/SLAB ROUGH -DJ WATER LINE (METER TO BLDG) GAS LINE BACI, FLOW I WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T BAR INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL ROUGH -IN HEATPUMP/FURNACE/DUCTS GAS LINE WOOD STOVE / PELLET / CHIMNEY MANUFACTURED HOMES FOOTING/SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s SEPA PARKING/LIGHTING I ESA. LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE I YES NO COMMERCIAL FINAL DATE ACCEPTED BY. FINAL DATE ACCEPTED BY: RESIDENTIAL ELECTRICAL LIGHT DEPT 4174735 ELECTRICAL LIGHT DEPT CONSTRUCTION RW /PW/ CONSTRUCTION R.W ENGINEERING 4174807 PW / ENGINEERING FIRE 4174653 FIRE DEPT PLANNING DEPT 4174750I I I PLANNING DEPT BU / 'ILDING 417-4815 q Z(o (�� I -r 0— I BUILDING T•\Policies\t 102 15 building permit inspection TeCord05 wpd [ 1 /4/2005] DATEI ACCEPTED IJ YES NO BUILDING PERMIT - APPLICATION Fill out COMPLETELY and in INK.Your application and site plan COMPLETE to be accepted for review If you have any questio PERMITS (360) 417-4815 FAX(360)417-4711 1 FOR OFFICIAL USE ONLY Date Rec.. Permit #. ate AP "0" ate Issued. 6 r l/ f Phone Applicant or Agent ��,/�iO �l �l Phone Owner Address. ///' d �� City. Zip Phone Architect/Engineer Contractor .State License # ,Exp Phone. Address City. Zip PROJECT ADDRESS ///0 � / ZONING LEGAL DESCRIPTION Lot. Block. Subdivision CLALLAM COUNTY PARCEL NUMBER 351f 6ousc- TYPE OF WORK ❑ ❑ Residential ❑ New Constr ❑ Re -roof ❑ Multi family addition ❑ Move ❑ Garage ❑ Commercial ❑ Remodel ❑Demolition 13 ❑ Repair ❑ Sign ❑ Other BRIEF DESCRIPTION OF THE PROJECT SIZE/VALUATION Stove SF @ $ /SF = $ SF @$ /SF = $ Deck SF @ $/SF = $ TOTAL VALUATION $��0 A%",O 6/t5r-V /--r 7 <�,' 1--�A /2"ter NLlVIERCIA,L/RESIDENTIAL Occu ancy Group r .— �/ 1 Occupant Load CO No of Stones ) Lot Size 7c) -O0 Existing Sq Ft. _ 6 w Proposed Sq Total lot coverage I -1 % PLANNING USE ONLY* ESA/Wetland(s) ❑ Yes ❑ No SEPA Checklist required? ❑ Yes ❑ No Other Construction Type. Ft. 6/ 2�7e�/<– = TOTAL Sq Ft. j 5 Z3 APPROVALS - PLAN BLDG. DPWU. FIRE OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and maybe revised by the Building Division to comply with current fee schedules Contact the Permit Coordinator at 417-4815 for assistance fee is due it must be submitted at the time the building permit application and construction plans are PLAN CHECK FEE IF a plan check submitted All other permit fees are due at the time of permit issuance EXPIRATION OF PLAN REVIEW' If no permit is issued within 180 days of the date of application, the application will expire. The tten request by the Building Official can � Uonal Bu ldmg/Residen al Code, 2003)applicant up to No appl0i at on cupon an be extended more than once cant (see Section R105.3.2 of the In 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 it is my responsibility to determine what permits are required ,not the City's, and that I must obtain such permits prior to work Date 0— T•\FORMS\BldgPe=tform.wpd Applicant- i �• i Constn�ctean Rhn3 G1T OF PORT ANGELES — lans spe�ifi The l�uanre of this permit based upon these P ` V catior :and other data shall not prevent the building official ; from hereafter requiring the correction of errors v said \ 1� O *',s specifications and other data, or from preventin o erations being carred on the eunder when in i buiidi g P co ; vialati of ail caries and ordinances of this lurisdi . 1 Cx�RACxE � i W ion 5f x 2 '� 5 I D ENGE k\ ///O 4J /0 0 N i n e Z)(6 DOU644; "70 Alfr Wdbilon MA No t) PBPOST BASES Locking prongs eliminate bolts or inserts in concrete. One-piece design assures maximum strength. MATERIAL. 12 gauge FINISH: Galvanized INSTALLATION: ■ Use all specified fasteners. See General Notes. • Holes are provided for installation with either 16d commons or 1/2H bolts. ■ A 2" minimum sidecover is required to obtain the full load. ■ Not � _ .:.1 for non -top -supported installations such as fences. CODE NUMBERS: BOCA, ICBG, DIMENSIONS ALLOWABLE LOADS SBCCI No. NER-443. Dade County FL No. 89-0131.2. MODEL 12-16d NAILS 2-1/2 IIB NO. W L UPLIFT F1 F2 UPLIFT (133) (133) (133) (133) PB44 39/16 31/4 1365 765 1325 — 1. Alw ble loads ha,e been iu ased PB44R 4 31/4 1365 765 1325 — 33% for wind or emillquake kradrg, PB46 51.2 31/4 1365 765 1325 — wih no iurdler increase stowed. PB66 51/z 53/8 1640 765 1325 1640 PB46R 6 33/8 1365 765 1325 1640 PB66R 6 53/8 1640 765 1325 1640 =BICBICBACOLUAW MMSTS C4 n: t men Heavy Section ' Galverti�ed w Steel _ o � 5• • PB SIOECOVER LCB— Low-cost post base for patios, carports, breezeways and porches. CB—For colttmns that require high stnx tura) values and rugged . -. CBA—Adjustable column base which allows precise column placement after + the concrete cures. For new or retrofitted nominal or rough 6x's. Bottom panel functions as a built-in moisture barrier (partial barrier for rough sizes). MATERIAL. See table FINISH. LCB and CBA—galvanized; CB—Simpson gray paint; CB may be ordered hot -dipped galvanized; specify HDG. INSTALLATION: ■ Use all specified fasteners. See General Notes. ■ To get full loads, minimum side cover required is 3" for CB, 2" for LCB. ■ Install the CBA in pairs, using two 16d nails for temporary attachment while baring bolt holes; these nails are not required. ■ Not . .: J for ran -top -supported installations such as fences. OPTIONS: ■ The LCB may be shipped unassembled, specify "Disassembled" ■ Rough and other sizes available, specify W, and W2 dimensions. Consult your Simpson representative for bait sizes and allowable loads. ■ See also PBS and CBS series. CODE NUMBERS: BOCA, ICBO, SBCCI Nos. NER-393 and NER-432. Dade County, FL No. 89-0131.2 and City of L.A. Nos. RR 24818 and RR 25074. Table bads are based on the 1991 NDS and may differ from the code report due to revision lag time. Typical CB ktstallation 0 :�� • :, Vie.: '• a . I = Instailation / ti4v'��►i ® '® LCB ®'w 4r -C 0 CBA66 1 Uplift loads have been increased 33% for wind or ewlt goake baclirg with no itodw maease allowed. 2. CBA load apples ordy when inns W it pais. Use 4-3/4" ander ham. Andlor bot tvpe, L410 and embedment nest be spectiad and to resist WR faces. -� e r..w"t 1CM cyvcrw cnawanc rnn4w air- Typical ir NOMINAL MATERIAL DIMENSIONS POST ALLOWABLE MODEL FASTENERS UPLIFT LOADS N0. POST SIZE STRAP BASE W1 W2 D NAILS BOLTS ILS (133)1( BOLTS 33)) LCB44 4x4 12 ga x2 16 ga 39/16 31/2 61/2 12-16d 2-1/2 2255 3545 CB44 4x4 7 as x2 708 38/,8 38/,8 8 — 2-5/a — 4200 LCB46 4x6 12 qa x2 16 ga 39/16 51/2 6% 12-16d 2-1/2 2255 3530 CB46 4x6 7 ga x2 7 ga 39/16 51/2 8 — 2-5/6 — 4200 CB48 4x8 7 ga x2 7 as 39/,6 71/2 8 — 2-5/a — 4200 CB5 GLULAM 7 ga x3 7 ga 51/4 SPEC 8 — 2-5/6 — 4200 LCB66 6x6 12 ga x2 16 9a 51/2 51/2 51/2 12-16d 2-1/2 2255 3525 CB66 6x6 7 ga x3 7 ga 51/2 51/2 8 — 25/6 — 4200 CBA66 6x6, 6x68 10 garage See illustration — 2-5/8 — 3000 CB68 6x8 7 ga x3 7 qa 51/2 71/2 8 — 23/6 — 4200 C886 6x8 3 ga x3 7 qa 71/2 51/2 8 — 2-3/4 — 6650 C137 GLULAM 3 ga x3 7 ga 67/e SPEC 8 — 25/4 — 6660 CB88 8x8 3 ga x3 7 ga 71/2 71/2 8 — 2 3/4 — 66.50 CB9 GLULAM 3 ga x3 7 8'/8 SPEC 8 — 25/4 — 6650 681010 10x10 3 ga x3 3 0 91/2 91/2 8 — 2-3/4 — 6650 CB1012 10x12 3 ga x3 3 qa 91/2 111/2 8 — 2-3/4 — 6650 CB1212 12x12 3 ga x3 3 ga 111/2 111/2 8 — 2-3/4 — 6650 Typical CB ktstallation 0 :�� • :, Vie.: '• a . I = Instailation / ti4v'��►i ® '® LCB ®'w 4r -C 0 CBA66 1 Uplift loads have been increased 33% for wind or ewlt goake baclirg with no itodw maease allowed. 2. CBA load apples ordy when inns W it pais. Use 4-3/4" ander ham. Andlor bot tvpe, L410 and embedment nest be spectiad and to resist WR faces. -� e r..w"t 1CM cyvcrw cnawanc rnn4w air- Typical ir LPCPOST CAPS - v Adjustable design allows greater versatility MATERIAL: LPC4-18 gauge; LPC6-16 gauge FINISH: Galvanized. Selected products available with Z -MAX coating; see Corrosion -Resistant Connectors. INSTALLATION: ■ Use all specified fasteners. See General Notes. ■ LPC must be installed in pairs. 21e beams may be used if 1 Odxi le nails are substituted for the 1 Od commons.Fa CODE NUMBERS: BOCA, ICBO, SBCCI Nos. NER-443 and NER-469. ACPOST CAPS Twin design allows easy installation. MATERIAL. 18 gauge FINISH. Galvanized INSTALLATION, Use all specified fasteners- See General Notes. CODE NUMBERS: BOLA, ICBO, SBCCI No, NER-421 Dade County, FL No. 89-0131.2 City of L.A. No. RR 25076. Allows forAll Post Widths 4x and Greater 1. AlmnMe loads have been increased 33% br wind a eartlquake loading with no kxft haease allowed; reduce for oft bad nkraGons amodM to the axle. 2 Loads M* arty when used in pairs. BPOST CAPS/BASES Typical ACE Instaltmion FASTENERS DIMENSIONS Typical LPC MODEL FASTENERS ALLOWABLE LOADS'kistallabon (133) 1.Falowquanbtras are for twoLPCs. 2Akmhb bads hare been immersed 33% for wad or N0. BUM POST UPLIFT LATERAL` eaAlq� da �g wlh no further kcroam slowed. LPC4 8-10d I8 -19d I 7� Loads�py any when product is' i, pairs 4' it Cre diecixn�f � �'s a>os LPC6 8-10d 8-1 d 915 490 t j or ACPOST CAPS Twin design allows easy installation. MATERIAL. 18 gauge FINISH. Galvanized INSTALLATION, Use all specified fasteners- See General Notes. CODE NUMBERS: BOLA, ICBO, SBCCI No, NER-421 Dade County, FL No. 89-0131.2 City of L.A. No. RR 25076. Allows forAll Post Widths 4x and Greater 1. AlmnMe loads have been increased 33% br wind a eartlquake loading with no kxft haease allowed; reduce for oft bad nkraGons amodM to the axle. 2 Loads M* arty when used in pairs. BPOST CAPS/BASES Typical ACE Instaltmion Dual-purpose post capthase for light cap or base connections. MATERIAL. 18 gauge FINISH. Galvanized INSTALLATION: ■ Use all specified fasteners. See General Notes. ` f ■ Install with 16d commons or 16d& ' joist hanger nails. ■ Not : ted for non -top -supported installations such as fences when used as a base. CODE NUMBERS. BOCA, ICBG, SBCCI No. NER-421 Dade County, 0 FL No. 89-0131.2; City of LA. No. RR 25076 (except BCO) Table loads are based on the 1991 NDS and may differ from Code reports due to revision lag time FASTENERS DIMENSIONS FASTENERS ALLOWABLE LOADS MODEL DBAENSIOMS (TOTAL 2 PIECES) (133) NO. W L BEAM POST UPLIFT LATERAL AC4 39/is 61/2 12-16d 8-164 1080 715 AC4R 4 61/2 12-16d 8-16d 1080 715 ACE4 — 41/2 8-16d 6-16d 810 715 AC6 51/2 81/2 12-16d 8-16d 1080 715 AC6R 6 81/2 12-16d 8-164 1080 715 ACE6 — 61/2 8-16d 6-16d 810 715 Dual-purpose post capthase for light cap or base connections. MATERIAL. 18 gauge FINISH. Galvanized INSTALLATION: ■ Use all specified fasteners. See General Notes. ` f ■ Install with 16d commons or 16d& ' joist hanger nails. ■ Not : ted for non -top -supported installations such as fences when used as a base. CODE NUMBERS. BOCA, ICBG, SBCCI No. NER-421 Dade County, 0 FL No. 89-0131.2; City of LA. No. RR 25076 (except BCO) Table loads are based on the 1991 NDS and may differ from Code reports due to revision lag time N= ■ 0 811y1_I ne lm- e Allows forMultiple Beam Widths 2T a ° c �r 8 tee/ 2.r '• I•� 32--LPC4 /1 5r (pC6-_'� LPC TyplCal AC kohMation BC60 Half Base (others similar) BC4 Cap Base t. Alndh bsdNratiabssrr irraeased 33%for YAW or Iwo r =-bad�duatlasamordapbrreamam& M r• FASTENERS DIMENSIONS ALLOWABLE _ EL LOADS' SURFACE SURFACE StJRFACE UPLIFT I LATERAL NO. Wr I W. I L, I L2 H, tti 3-16d 3-164 (BC4 39/,s 39/,e 27/e 27ik 3 3 BC46 31/,6 51/2 41/e 21/e 31/2 21/2 BC4R 4 4 4 4 3 3 I BC6 5'/2 51/2 43/e 43/s 33/6 33/4 BC6R 6 6 6 6 3 3 BCS 71/2 71/2 71/2 71/2 4 4 BC40 39/16 — 314 — 214 — BC40R 4 — 1 4 — 3 — BC460 51h — 33/6 — 3 — BC60 51/2 — 151/2 — 3 — N= ■ 0 811y1_I ne lm- e Allows forMultiple Beam Widths 2T a ° c �r 8 tee/ 2.r '• I•� 32--LPC4 /1 5r (pC6-_'� LPC TyplCal AC kohMation BC60 Half Base (others similar) BC4 Cap Base t. Alndh bsdNratiabssrr irraeased 33%for YAW or Iwo r =-bad�duatlasamordapbrreamam& M r• FASTENERS ALLOWABLE H SME) LOADS' SURFACE SURFACE StJRFACE UPLIFT I LATERAL A B C (133) (133) CAPS 3-16d 3-164 — 980 1000 6-16d 3-16d — 980 1000 6-16d 6-16d — 980 1000 6-16d 6-16d — 1330 2000 6-16d 6-16d — 1330 2000 6-16d 6-16d — 1800 2000 BASES 3-16d — 4-16d — 535 4-16d — 4-16d — 535 4-16d — 4-16d — 535 6-16d — 4-16d — 535 N= ■ 0 811y1_I ne lm- e Allows forMultiple Beam Widths 2T a ° c �r 8 tee/ 2.r '• I•� 32--LPC4 /1 5r (pC6-_'� LPC TyplCal AC kohMation BC60 Half Base (others similar) BC4 Cap Base t. Alndh bsdNratiabssrr irraeased 33%for YAW or Iwo r =-bad�duatlasamordapbrreamam& M r• FACE M04JNT HAPkxr.RS LUSMUSIHHUSUGUS DOUBLE SHEAR JOIST MANGERS New format! See Hanger tables on pages 30-33. These hangers have the highest loads of any face -mount hangers! All hangers in this series have double shear nailing. This patented innovation distributes the load through two points on each joist nail for greater strength. It also provides the use of fewer nails, faster' a: and the use of common nails for all connections. tC LUS—A light duty joist hanger with the lowest installed cost. Speed prongs secure the LUS for easy nailing. HUS—Provides intermediate load -carrying capacity �l HHUS and HGUS—Connect heavily -loaded members_ MATERIAL. LUS-18 gauge; HUS26, 28, 214-16 gauge, all other HUS and HHUS models -14 gauge; HGUS-12 gauge FINISH Galvanized. Selected products available in stainless steel or Z -MAX coating see Corrosion -Resistant Connectors. INSTALLATION: a Use all specified fasteners. See General Notes. ■ Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. ■ Not designed for welded or nailer ■ LUS and HGUS-16d sinkers (9 gauge x 31/4) may be used where 10d commons are specified with no reduction in load. Where 16d commons are specified, 10d commons or 16d sinkers (9 gauge x 31/4' may be used at 836/6 of the table load. ■ HUSfHHUS/HGUS—Wdh 3x carrying members, use 16d x 21/2" nails into the header and 16d commons into the joist. With 2x carrying members, use 1 Od x 11/2" nails into the header and 10d commons into the joist, and reduce the load to 640/6 of the table value. OPTIONS. LUS,HGUS and HHUS hangers cannot be modified_ ■ HUS hangers available with the "A" flanges turned in (except HUS26, HUS28 and HUS210). See HUSC Concealed Flange illustration. ■ Other sizes available; consult your Simpson . _.. : ' re_ CODE NUMBERS: BOCA, ICBO, SBCCI Nos. NER-209, NER-413 and NER-421 Dade County FL No. 89-0131.5; City of LA. Nos. RR 24947, RR 24949 and RR 25076. Table loads are based on the 1991 NDS and may differ from the code reports due to revision lag time HUS210 (HUS26, HUS28, and HHUS similar) HUS Concealed FkKK (Not availab for MUS SI IPSON Strong -Tie CCNNECMRS Double Shear Nailing Typical LUS28 Insta9alion o F H Patent Nos 4,291,99b std 4,480,941 Carmda Patent 1,193,418 6 0 6 6 0 6 6 6 HUS412. 3, �sfiry�s Z Patent Nos 2,91,996 and 4,480,941 Qmada PaWd 1,193,418 SIMPSON Strong -Tie CONNECTORS How to use the table: 1 Select the joist size required. 2. Match the loads required with the allowable loads table. 3. Select -the most cost-effective hanger using the Installed Cost Index (ICI) Hangers are listed by relative installed cost, from low to high. The "Lowest' hanger has the lowest installed Cost in each Joist Size group. 4. The ICI gives comparative costs, and includes labor fastener and hanger costs. Material and labor charges may vary Do not use the ICI for job costing. 5. Refer to Simpson's Installed Cost Guide for relative installed costs - LL 6' s LUP26 • • - 6 Copynght 1993 S1kWSON FACE MOUM F"kxERS DIMENSIONS I FASTENERS A j ALLOWABLE LOADS J INNSTMED JOIST MOO, W i H I HEADER I JOIST ULT �UpUFTJ FLOOR(100) ROOF (125) INDEX I10d 1 16d ! i (133) 1 10d f 16d ` 10d 116d IA) owest +0% +6% +46% 274% Lowest +30% 159% Lowest +1% +8% +31 + 159% + 247% Lowest +42% +137% +183% +202% Lowest +1% +8% +27% +29% +31% +38% +225% +247% +371% Lowest +17% +42% +156% +235% +253% + Lowest +2% +9% +12% +20% +23% +54% +198% +374% Lowest +20% +58% +141% +248% +268% SAWN LUMBER SSS LUP24 19/1s 31/6 4-10d - 4-164 2 PRONG 2817 — 445' 530 555 665 L LU24 19/16 3% 4-10d 4-16d 2-10dx11/2 2333 245 445 153D 555 665 2x4 LUS24 19/16 3'/s 4-10d — 2-10d 3850 470 6.40 800 — U24 1%, 3% 4-10d 4-16d 2-104x11/2 4117 240 445 530 555 665 HU26 19/16 31/,6 — 4-16d 2-10dx11/2 5270 240 — 535 — 670 + LLIS24-2 31/a 31/e — 4-16d 2-16d 5303 565 — 765 — 960 DBL L124-2 31/a 3 4-10d 4-164 2-10d 4117 295 445 530 555 655 HL124-2 31.6 31/6 — 4.16d 2-10d 5270 300 535 670 + LUS26 19/16 43/4 4-10d — 4-10d 5167 935 835 — 1045 — LUP26 19/16 43/4 6-1 Od 6-16d 4 PRONG 3937 — 665 800 830 1000 Lti28 19/,6 43/4 &10d 16-16d 4-10dx11/2 3217 490 665 800 830 1000 2.6 �— U26 19115 4314 6-10d 6-164 4-1Odx11/2 4950 480 665 800 &30000 H� 19/,6 Vis — 4-16d 2-1pdxl'/2 5270 240 — 535 — 670 H1S26 15/8 51/9 — 14-16d 6-16d 10000, 1550 — 2565 — 3205 LUS26-2 3'19 47/6 — 4-16d 4-16d 6076 1140 — 1000 — 1250 U25-2 W/9 5 8-10d 8.164 4-10d 7033 590 890 1065 1110 1330 DBL HUS26-2 31,6 53A — 4-16d 4-16d 8033 1080 — 1005 — 1255 2x6 HU26-2 MMI 3'/a 5319 — B-164 4104 9474 605 — 1070 — 1340 HU26-2 MAX 31/9 53/6 — 12-16d 6-10d 11383 905 — 1610 — 2010 LUS26-3 45/9 41/8 — 4-16d 4-16d 6433 1140 — 1000 — 1250 TPL U26-3 45/s W/4 &10d &16d 2-10d 7033 295 890 1065 1110 1330 2x6 HU26-3 MN 4111,6 51/2 — 8-16d 4-10d 9474 605 — 1070 — 1340 141.112" MAX 4"/M 5/2 — 12-16d 6-104 11383 905 — 1610 — 2010 LUS26 19/,6 434 4-10d — 4.10d 5167 935` 835 — 1045 — LUP26 19/is 43/4 6-104 6-164 4 PRONG 3937 — 665 800 830 1000 LU26 19/16 43/4 &10d &16d 4-tOdx1'/z 3217 490 665 800 830 1000 LUS28 19/,s 6% 6-10d — 4-10d 6067 940 1015 — 1270 — LUP28 191,6 6616 &tOd 8-16d 6 PRONG 6167 — 890 1065 1110 1330 2x8 L126 19/16 434 6-10d 6-16d 4-10dx1'/1 4950 480 665 800 830 1000 LU28 191,8 63/9 8-lod &16d 6-1odx11/j 4017 735 890 1065 1110 1300 HU28 19/16 514 — 6-16d 4-10dX11/2 6683 480 — 805 — 1005 HUS26 15/6 5'l6 — 14-16d 6-16d 10000 1550 — 2565 — 3205 HUS28 15,6 7 — 22-16d &16d 13167 2000 — 3585 — 3775 LUS26-2 3'/a 47/6 — 4-16d 4-16d 6076 1140 — 1000 — 1250 LUS28-2 3% 7 — 6-16d 4-16d 7750 1075 — 1265 — 1585 DBL U26-2 31/a 5 &10d & 16d 4-1Od 7033 89 590 0 1065 1110 1330 2x8 HUS28 2 31/s r — 6.16d 6-16d 11190 1550 — 1505 1885 HU2s-2 MIN 31/9 7 — 10-16d 4-10d 11383 605 — 1340 — 1675 HU25-2 MAX 3'4 7 — 14-16d 6-10d 14566 905 — 1875 — 2345 L�3 45/a 614 — 6-16d 4-16d 7500 1140 — 1265 —. 1585 2x8 026-3 45/6 41/4 &10d 8-16d 2-10d 7033 295 a90 1065 1110 1330 LUS28 19/16 65 9 6-1Od — 4-10d 6067 94 0 1015 — 1270 — LUP28 19/16 65/a &10d &16d 6 PRONG 6167 — 890 1065 1110 1330 LU28 19/16 63,19 8-10d 8-16d 6-10dx1'/2 4017 735 890 1065 1110 1300 LUS210 19/% 713/i6 8-10d — 4-10d 7750 935 1280 — 1600 — 2x10 LUP210 19/16 713/16 10-104 1O.16d 6 PRONG 6533 — 1110 1330 1390 1660 LU210 19/,s 7191,6 10-10d 10-16d 6-10dx1'/z 6250 735 1110 1330 1390 1660 U210 19/16 713/16 10-104 10-16d 6.10dx1'/z 5583 720 1110 1330 1390 1660 HU210 19/16 VA — 8.16d 4-10dx1'/2 9474 480 — 1070 — 1340 HUS210 15/9 9 — 30.16d 10-16d 18833 2845 — 3775 — 4020 LUS28-2 314 7 — &16d 4-16d 7750 1075 — 1265 — 1585 LUS210-2 31/6 9 — 8-16d 6-16d 10906 1550 — 1765 — 2210 DBI, U210-2 31/9 8'/2 14-10d 14-16d 6-10d 11000 890 1555 1860 1940 2330 2x10 HUS210-2 3% 93 As — 8-16d 8-16d 14550 2160 — 2010 — 2510 HU210-2 MN 31/9 8/3/19 — 14-16d 6-10d 14566 905 — 1875 — 2345 HL1210-2 MAX 3'/9 8'%,6 — 1&16d 10-10d 15166 1505 — 2410 — 3015 LUS28-3 45/9 6114 — 6-16d 4-16d 7500 1140 — 1265 — 1585 LLIS210-3 45h 83/1 — &16d &16d 7500 1710 — 1765 — 2210 U210-3 45/a 73/4 14-10d 14-16d 6-1 Od 11000 890 1555 1860 1940 2330 2110 HU210-3 MIN 4"/j6 891,9 — 14-16d 6-1 Od 14566 905 1875 2345 0%6 1&16d 10.10d 15166 1505 — 2410 — 3015 H11210 MV04"/16 — owest +0% +6% +46% 274% Lowest +30% 159% Lowest +1% +8% +31 + 159% + 247% Lowest +42% +137% +183% +202% Lowest +1% +8% +27% +29% +31% +38% +225% +247% +371% Lowest +17% +42% +156% +235% +253% + Lowest +2% +9% +12% +20% +23% +54% +198% +374% Lowest +20% +58% +141% +248% +268% 1 A_ Ir , LO Y Qc) 1 � t r !: - ,"�i ka���' rY rte �"�,r ,k t[�'i.f��1'."�3' � ���''►�f. �' r' 1= tµ Z! vr`:t 1 �' ri n.�,:V M,C,, clj ♦.�! f '�y�, 'a yr••ri ♦f f � _ �Y `f � _ �, a}3+- C7,•� '� � � ` ,li 1 i s �frt `r Ui'.+f f t f r ,j. t ,. � ' �.: •� r .t yf 's tr♦rVi a .i.y ��r itir l(w ��-: �f fy a f} '��j Yr' 1�. D -__ o CD ilk L � / f 1 � I 1 5fm 9 r t ?, CD L i 1= 5fm 9 r t ?, CD L i CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98.362 Application Number 06 00000566 Date 6/06/06 Application pin number 249202 Property Address 1110 W 10TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 3 1710 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Owner Contractor JOHNSON RONALD ANGELES ELECTRIC 1110 W 10TH ST 524 E IST ST PORT ANGELES WA 983635628 PORT ANGELES (360) 461 1761 (360) 452 9264 Permit ELECTRICAL ALTER RESIDENTIAL Additional desc ANGELES/ OH TO UG Permit pin number 79368 Sub Contractor ANGELES ELECTRIC Permit Fee 66 90 Plan Check Fee Issue Date Valuation Expiration Date 12/03/06 Qty Unit Charge Per 1 00 66 9000 ECH EL R OR RM 0 200 ALT SRV FDR a Fee summary Charged Paid Credited Permit Fee Total 66 90 66 90 00 Plan Check Total 00 00 00 Grand Total 66 90 66 90 00 COMMENTS/ACTION NEEDED WA 98362 00 0 Extension `J 66 90 Due 00 00 00 ELECTRICAL PERMIT INSPECTION RECORD CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE I DATE IACCEPTEDTS COMMEN YES I NO DITCH ROUGH -IN / COVER SERVICE FINAL I(o-5- O I j�LD I GENERAL COMMENTS: Pw-1102.15 14" �y°`°�^F� CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 I Application Number 06-00000356 Date 5/11/06 Application pin number 068580 Property Address 1110 W 10TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 3 1710 0000 Application type description RETAINING WALL Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 7500 Owner Contractor - --------------- JOHNSON DIANE/RONALD OWNER 1110 W 10TH ST PORT ANGELES WA 983635628 ------------------------ - --- - Permit BUILDING PERMIT RESIDENTIAL Additional desc RETAINING WALL Permit pin number 74971 Permit Fee 179 75 Plan Check Fee 71 90 Issue Date Valuation 7500 Expiration Date 11/07/06 Qty Unit Charge Per Extension BASE FEE 95 75 _ 6 00 14 0000 THOU BL 2001 25K (14 PER K) 84 00 -- ------------------------- - -- - Special Notes and Comments The Fire Department has reviewed the project application and Q has no comments Public Works Utility Engineering has no requirements for this plan review Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due ---- --- - -- - - - -- --------- Permit Fee Total 179 75 179 75 00 00 G' Plan Check Total 71 90 71 90 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 256 15 256 15 00 00 V 6 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 j 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 C wr r� (if,owner is buil. Date `.J r T \Policies\I 102_15 building permit inspection record05.wpd [1/4/2005] \ I 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 ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE I YES ACCE i TEDVO COMMENTS 1 FOUNDATION FOOTINGS SHEAR WALLS / WALLS FOUNDATION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR / SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY. BACK FLOW / WATER AIR SEAL WALLS I I I CEILING FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T BAR INSULATION SLAB I I WALL / FLOOR / CEILING MECHANICAL HEAT PUMP / FURNACE / DUCTS GAS LINE WOOD STOVE / PELLET / CHIMNEY FINAL DATE ACCEPTED BY. COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING/LIGHTING I ESA I LANDSCAPING I SHORELINE - FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W / PW/ CONSTRUCTION R. W ENGINEERING 4174807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 4174750 PLANNING DEPT BUILDING 417-4815 BUILDING T \Policies\l 102_15 building permit inspection record05.wpd [1/4/2005] ti Oc s+oar,j',,*FOR OFFICIAL USZONLY BUILDING PERMIT - APPLICATION DateRec. O o 4-, , 16& � " SFill out COMPLETELY and in INK. Your application and site plan MUST Bate Approved. COMPLETE to be accepted for review. If you have any questions, call vvv PERMITS (360) 417-4815 FAX(360)417-4711 Date Issued. ,� Applicant or Agent AIT//4C� (,C,, Phone 36o - fS'7-76 S �— Owner Phone Lf (D Address !//o Ge,) /0 �' City S Zip ?8 34� "S Architect/Engmeer iCiX/- Phone 3Go - sus - 6 Contractor State License # Exp Phone Address City Zip PROJECT ADDRESS ///o &c� /p ''' Si, ZONING LEGAL DESCRIPTION Lot. Block. Subdivision CLALLAM COUNTY PARCEL NUMBER D(,i '80 00 m 3 /7/0 TYPE OF WORK. ❑ Residential ❑ New Constr ❑ Re -roof ❑ Multi family ❑ Addition ❑ Move ❑ Commercial ❑ Remodel ❑ Demolition ❑ Repair ❑ Sign BRIEF DESCRIPTION OF THE PROJECT C OMMERCLAZ/RE SIDENTIAL No of Stones _ Lot Size Total lot coverage % PLANNING USE ONLY SIZE/VALUATION ❑ Stove SF @$ /SF = $ ❑ Garage SF @ $ /SF = $ ❑ Deck SF @$ /SF = $_ ❑ Other TOTAL VALUATION Occupancy Group: Occupant Load. Construction Type Existing Sq Ft & Proposed Sq Ft. = TOTAL Sq Ft ESA/Wetland(s) ❑ Yes ❑ No SEPA Checklist required9 ❑ Yes ❑ No Other APPROVALS PLAN BLDG DPWU. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and maybe 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 EXPIRATION 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 tune 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 1 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 it Is my responsibility to determine what per ' s are required ,not the City's, and that 1 must obtain such permits prior to work � S� T•\Pohcies\13L-1102_13 wpd Applicant _isI.Date S43)0� 4 LINDBER.At- A R C H I L C T S 6204 REGMTUM! ARM"'Pvr- 319 s. peabody, suite b, port angeles, wa 98362 360.452.6116 / fax 360.452.7064 CH Project- Project No. S S Subject. P-1�7A4 A///v,�,,, W.41_(..' By �W;,VWASMNGTO Date Ml 2 pts Sheet l of += el 33 W44 -77,14 GJ6pe>s W;zo -,7 k= --Z S44,4-, 4 54-6 4 ry-) -7 laO 4- 1, The 100 -Series units are suitable for landscape gravity walls. When using geosynthetic reinforcements, the 100 -Series wall has ex- cellent stability and is structurally sound for tall walls up to 30' The 100 -Series displays the versatility and flexibility that are ideal for creative designs for both residential and commercial projects. The 100 -series caps are available with straight -sides for straight walls or tapered for curved walls. The F-100 comer unit saves time when building an outside 90 comer. The running bond pattern is maintained when using the corner units. The two-sided textured corner units can also be used to build pillars, finish top -of -the - wall steps or outside comers of stairs. The overlapping comer units can be secured by using concrete adhesives. The comer unit is available in flat face only, but is suitable for use with both radius and flat face walls. 8400 Unit Unit Pallel'� 40 Cap' I Weight/ Piece 7616. (34.5 kgJ F-100 Camer As20.3 8"118•112• 32 8'x18'z 12' so 8"x18"x9' R-100 Cap Straight -aides a 20.3 cm x45.7 cmz30.5 cm 20.3 t'm x45.7 cmi30.5® 20.3 O I 1101h 160 kg) .3ei 20.3 cmx45.7 cin s23 On F-100 Unit 1 pc f ft' (10.76 pc / m2) 2-100 I 8316. 134 kgJ 3,350 F-100 Cap 1.5 1n ft I pc (0.457 In in / pe) 8"x18 x12 481n ft (14.63 1n m( 8 z18"x12" 3,570 F-100 Cap Straight -sides 1.5 In It / pc (0.457 In in / pc) 203-.45.7-30.5 cm 48 In ft (14.63 In m) 20.3 O x 45 20.3 cmx45.7 cat z30.5 cm 3,570 8400 Unit Coverage Units/ 1 pc / ft' 110.76 pc / m2( Pallel'� 40 Coverage / Pallet 40 ft' (3.72 m') I Weight/ Piece 7616. (34.5 kgJ Weight/ Pallet 3,090 R-100 Cap 1.5 In ft / pc (0.457 1n in / pc) 32 481n h (14.63 In m) I 1101h (50 kgJ 3,570 R-100 Cap Straight -aides 1.5 In It I pc (0.457 In in / pc) 24 481n ft (14.63 In m) I 1101h 160 kg) 3,570 F-100 Unit 1 pc f ft' (10.76 pc / m2) 40 40 fP 13.72 ml I 8316. 134 kgJ 3,350 F-100 Cap 1.5 1n ft I pc (0.457 In in / pe) 32 481n ft (14.63 1n m( I 110 lb, (50 kgJ 3,570 F-100 Cap Straight -sides 1.5 In It / pc (0.457 In in / pc) 32 48 In ft (14.63 In m) 110 Ib. 150 kgJ 3,570 F-100 Comer 1.5 ft'/ pc (.093 m' / pc) 40 60 h' (3.72 ml 185 lb. 138.5 kgJ 3,450 AO Weight per Pallet noted above include a 50 Ib pallet weight. Maximum gravity wall height: 4' Without any surcharges. Maximum reinforced wall hw8"- 30 Miabmaa radia, 9 5 Also available with straight sides. The CornerStone 200 -Series units are used for critical retaining wall sites, such as highways, water sensitive areas (rivers, lakes or ocean shores) and very tall or high -loaded stressed projects. 200 -Series units can be used for gravity walls up to 6' and reinforced walls up to 30' For walls over 4 feet high, consult an engineer. The units should be used where structural stability is important, such as a site that has a slope above the top of the wall. This unit can also be used as a base course for a 100 -Series wall to provide added base stability. 200 -Series walls can be finished with the 100 or 50 -Series cap units. R-200 Unit 2-200 Unit 8 z ea" x 22 8' z z 22" 20.3 cmz45.7 cros56 cm cm cin 20.3 x45.7 cmz56 cm R-200 Unit Coverage 1 pc / ft2 (10.76 pc I m'( Units/ Pallet Coverage / Pallet Weight/Piece 25 25 f' (2.325 ml) 130 Ib. (59 kgJ Weight/Pallet 3,330 R-200 Cap I pc / ft2 (10.76 pe / m21 I 25 I 25 h' (2.325 m') 130 Ib. (59 kg) 3,300 All Weight per Pallet noted above include a 50 Ib pallet weight. Maximum gravity wall height: 6' Without a y surcharges. Maximum reinforced wall height: 30 DESIGN FLEXIBILITY 1111111110 ComerStone's lug design wedged shape and two-inch lateral allowance in the interlock, make it possible to design 90' and 45 inside or outside corners. Concave and convex curves flow with precision. Walls can be split and rejoined for planting beds. Stairs, with secure railings, can be effectively integrated into any hardscape design. When geosynthetic reinforcement is added, a CornerStone wall becomes a dependable, attractive system that can effectively stylize or promote the natural qualities of a site. ComerSlone can be safely used in high -terraced walls, under difficult site conditions. ..l.ale. , e1LL@A.iisk/al►.....„e.,:;.,., neo. ,,.,n ,... {:.e..,.m,:,,..., ... n I:L,.I U9L:L,:n+-..aa.+t .na)l1Wl One person can handle the lightweight, hollow -core units. The patented, one-step connection system speeds up installation time considerably. The tapered design helps avoid costly and time-consuming cutting that can be required to meet design needs. Construction can continue during inclement weather when using free -draining granular backfill. On completion, parking lots, roadways, and building structures above and below the wall can be started 'immediately because all backfill materials are compacted to 95% Standard Proctor dry density or greater. CornerStone walls can be disassembled and reassembled, making the CornerStone system an ideal choice for land easements, or where access to underground services is required. In addition the lug design is exceptionally fast and easy to install because of the precision fit and the one-step interlock. Installation guidelines are available online at www.mutualmaterials.com or from your Mutual Materials sales representative. zr Soil separefuig • ' fiber fabric � � ;TopaWl ' ' Undisturbed SON Clear crushed rock ed Compact:: (clean gravel) bapact .. behind wall and in units Compacted fill at toe of wall Geosynthetic Reinforcement` ` Inr7- 6 �.� Perforated drain file Compacted granular leveling pad "i.aeaneosls ayen p.. e�eme / pecaicallons) PRODUCT Not all shapes shown here are stocking Please consult your Sales Representative or local Mutual Materials Branch for stocking shapes and colors. Custom colors may be available by special order. CornerStone is a registered trademark of Facifie Precast Products. .u. t Western Washington Auburn (253) 939-7854 Bellevue (425)4522300 Bellingham (3601676.2880 Mt Vernon (Burlington) (360) 707.5209 Mukilteo (425) 353-9677 Olympia JTtm water) (360) 357-3343 Port Orchard (360) 876.1845 Redmond 1425) 881.6700 'lhcoma (253) 589.6434 0 Mutual Materials US Corn~1245 Eastern Washington Spokane (509) 9224100 Western Montana Missoula Western Canada Langley (406) 549.2011 Western Oregon, SW Washington Clat'kamas 1503) 655-7166 Durham 1503) 6248860 Hillsboro (503) 640-4731 Salem (503) 375-6050 Vancouver WA (360) 573-5683 (6041 888-0555 ® TrMUTUALMATERIALS- usted Since 1900 T. www mutualmaterials com Cornerstone The ComerStone Retaining Wall System is designed for use in either gravity retaining wall structures or mechanically stabilized, geo-grid reinforced soil retaining structures. Applications range from low, lightly loaded gravity designed residential retaining walls to high 130 ft.), commercial and industrial geogrid reinforced structures. Whether the design is simple or complex, CornerStone walls retain their strength, while flexing under seismic loading, or in landscape applications such as curved walls, steps and terraces. The CornerStone 100 and 200 Series we ideal for municipal and commercial retaining structures as well as residential serpentine garden walls. Units are available in a variety of colors and two textures -radius face and flat face, which blend well with buildings and surrounding landscape to enhance the overall appearance of your project. a For a complete list of available colors, see Mutual Materials stocking products list. For more information regarding custom colors, please contact a sales representative. Custom colors may be restricted by the size of the order or project. These half -height units suit gravity walls up to 3' tall, or it can be used as a creative design detail when building walls with the 100 or 200 -Series units. The 50 -Series cap units are available with tapered sides for curved walls and straight sides for straight walla The cap units can be used with 50, 100 and 200 -Series unit walla R-50 Unit 4 :12 40 4-50 Cap. 37 lb. 117 kg) 2ti IO2 cmx45.7 cmx30.5 cm R-50 Cap 1.51n ft / pc (0.457 In in / pc) 10.2=zl. 10.2 cmx45.7 cin x30.5 cin 72 In ft (21.95 In m) 400 F-50Unit 4 x18 x12 410cm F-50 Cap' 4"x " 72 In ft (21.95 In m) 10.2 cm x45.7 cmx30.5 cm 2,930 x45. 10.2 cm45.7 cmx30.5 cm R-50 Unit 2 pc / ftz (21.53 pc / mr) I 64 32 ft= (2.97 mz) 37 lb. 117 kg) 2,418 R-50 Cap 1.51n ft / pc (0.457 In in / pc) 48 72 In ft (21.95 In m) 6016. (27 kg) 2,930 R-50 Cap 1.5 In ft / pc (0.457 In m / pc) Straight -sides 48 72 In ft (21.95 In m) 6016. (27 kg) 2,930 F-50 Unit 2 pc / ftz (21.53 pc / mz) I 64 32 ft- (2.97 nil 3816. (17 kg) 2,482 F-50 Cap 1.5 In ft / pc (0.457 In in / pc) I 48 72 In ft (21.95 In ml 60 Ib. (27 kg) 2,930 F-50Cap Straight -sides 1.5 In ft / pc 10.457 In m / pc) Stra 48 72 In ft 121.95 In m) 60 lb. (27 kg) 2,930 All Weight per Pallet noted above include 5016 pallet weight. Maximum gravity wall height: 3 R-50 Cap and F-50 Cap are available with straight -sides. Project: Ron Johnson, New Residence Date May 2006 T A Tb l " 1 H bF 0 T W Wb Y S Dimension Data Interlocking Block Retaining Wall wd d �PX Ps H/2 H13 SOIL T SOIL PRESSURE FROM SURCHARGE A = Width of top of Gross Wall Section B = Width of bottom of Gross Wall Section b = Batter of face of wall d = distance down from top of wall f = Coefficient of friction at base of wall FS = Factor of Safety, minimum is 1 5 for sliding and 2.0 for overturning Fg = Tieback force from geotextile fg = Unit strength of geotextile G = Total number of geotextile layers required H = Height of wall Hb = Height of single block = ka = Active soil coefficient Mo = Moments causing overturning (-) Mr = Moments resisting overturning (+) P = Resultant force of soil pressure on back of wall p = Uniform surcharge on soils behind wall Phi = Internal friction angle of soil Ps = Resultant force of soil pressure on back of wall, not including surcharge Px = Presultant force of soil pressure from surcharge on back of wall S = Frictional sliding force on base of gross wall section Sw = Frictional sliding force on base of wall blocks T = average width of Gross Wall section Tb = Width of single block = W = Resultant force of weight of Gross Wall Section based on a unit weight of Yg w = unit pressure of soil on back of wall SOIL PRESSURE FROM BACKFILL = 700ft 8.00 ft = 8 1 = 750 # / ft 8.00 ft 8 in = 0.67 ft = 33 degrees 7 50 ft 18 in = 1 5 ft wb = Resultant force of weight of masonry portion of wall wd = unit pressure of soil a distance d down from top of wall j_, wx = unit pressure of soil from surcharge Yg = Assumed average unit weight of gross wall section Yb = Unit weight of filled blocks �N t4 �. �EXPISES �,Z'S-Q % 110# / cf 130#Icf FIRST CHECK GROSS WALL STABILITY Assume average unit weight of gross wall section including blocks and soil backfill is = Yg = Neglect surcharge from point load since it will tend to resist overturning and sliding of the gross wall section Sliding of gross wall section. ka = tan ^2 [45 Phi/2) = tan ^2 [45 (33)/2] = 0.29 Ps = (1/2) Yg ka H^2 = (0.5) (110) (.29) (8)^2 = 1038 # W = T H Yg = (7 50) (8.00) (110) = 6600 # f = tan(Phi) = tan(33) = 0.65 S = W f = (6600) (.65) = 4286 FS = S / Ps = (4286) / (1038) = 413 Overturning of gross wall section Mo = Ps / 3 = (1038) / 3 = 346 (-) Mr = W (T / 2) = (6600) (7 50 / 2) = 24750 (+) FS = Mr / Mo = (24750) / (346) = 71 55 Gross stability is OK CHECK INTERNAL STABILITY 110#/cf The flexible block system won't allow moment within the blocks so no check of internal bending moment is necessary Check the blocks for sliding and overturning and determine the need for geotextile tiebacks SURCHARGE DATA Assume an H 15 loading The handrail located 2 feet back from the top of the wall will limit proximity of the wheel loading to the wall The closest the center of the set of duals can come to the rail will be 2 feet for a total setback of 4 feet from the center of the set of duals to the face of the wall See AASHTO Standard Bridge Specs for details For an H - 15 loading the force on a single set of duals is = 0AW where W = 15 tons = 30,000 # 0.4 W = (0.4) (30,000) = 12,000 # Locating the point load 4 feet back from the top of the wall will place it 2.5 feet behind the back of the wall Assuming an even distribution of the pressure of the wheel loading, the force will have spread out to an area 5 feet in diameter by the time it begins to impinge on the wall at an a depth depending on soil conditions Assume that the entire 12,000 # load is evenly distributed over an average area 6 feet square and that it imping K lower half of the wall It can then be calculated as an evenly distributed surcharge with a pressure as determinjbvD!) M,q� Note that this distribution is different from the uniform distribution shown on the typical sketch at the beginning of threse' fi 11/ ` calculations y r p = 12,000 / 6^2 = 12,000 / 36 = 333 # / sf Px = p ka H/2 = (333) (0.29) (8.00) / 2 = 393 # y'+ ►' l .l_X EPIRES 7 .... 8z�-o Sliding of block section P = Px + Ps = (393) + (1038) = 1430 # Sw = H Tb Yb f = (8.00) (1 50) (130) (0.65) = 1013# FS = Sw / P = (1013) / (1430) = 071 To achieve a FS = 1 5 an additional tieback force of Fg is required Fg = (FS) (P) Sw = (1 5) (1430) (1013) = 1132 # Overturning of block section - Sum of overturning moments. Mo = (Px x H/4) + (Ps x H/3) _ (393) (8.00 / 4) + (1038) (8.00 / 3) = 3553 ft # Mr = (H Tb Yb) [( Tb + g A) / 2] _ (8.00) (1 50) (130) [(1 50 + 8.00 - 7 00) / 2] = 1950 ft # FS = Mr / Mo = (1950) / (3553) = 0.55 To achieve a FS = 2.0, an additional tieback force of Fg is required The geotextile will be evenly distributed behind the wall such that the centroid of the geotextile restraining force, Fg, will be centered at half the wall height of H/2 Fg = [(2.0) (Mo) - Mr] / (1-1/2) _ [(2.0) (3553) - (1950)1/ (8.00 / 2) = 1289 ft # The total number of geotextile section, G, is determined by G = Fg / fg = (1289) (750) = 1 72 A total of 7 sections of geotextile are required for reinforcing The details shown on the plans prepared by Lindberg Smith Architects identified by City of Port Angeles approval dated 4/25/06 are adequate The geotextile should be rated by the manufacturer for a minimum tensile strength of 500 # / ft and recommended for use as soil reinforcing Care should be taken that the backfill gravel is clean and free draining and that the drains are installed as shown and are fully functional upon completion of the porject. OPJ�OM y �� A gti�9 J ~/ f 23747 'cam-(',STEtz�, �7� SSG,\ ALS" EXPIRES d Z 5- O -? 1 74 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILI�]NG DT VISION v 321 EAST 5TH S't Et PORT ANGELES, WA 98362 BtllLLMNC 'Pi RMIT ISSUED: 9/26/2002 PERMfT'NIO: 13745 t3f l PLIGANT PRWERTY L4CATIt3Ni .1 BRUCE E3fSHtiiP 1110 10TH ST W i 1110 WAOTH ST Lot: Part Angeles, WA 96363 M Block: 317 Long Legal 360/000-0400 Subdivision: TPA T: S: Parcel No: 063000031710 A i TRA OR . ARCHITECT HIT T FEELEY CONSTRUCTION N/A 2606 DEER BARK FAD, Pard Angeles, WA 9193 , " 98360.00Q0 3601462-7W9 360/000 -MO MJEC'T I-NiF4 Project Value: $25,000.00 SFD Units: 0 Commercial: —0 Project Type: INT. REMODEL SFD SO FT: 0 Industrial: 0. i Occupa Type: RESIDENTIAL Garage: ...0 040dUoinCy Graup: MFD Ung: 0 .�.. . Construction Type: MFD SO FT: 0 - _ Zoning Use: R87 F%0ACT N4TP-3 CONVERT DOWNSTAIRS TO BEDROOM / REMODEL BATH _.. i RECEIPTft725 FEES ASSESSMENT 1 Buildiinq Permit: 3391.25 Misc Fee -1: $0.00 Plan Check: $156.50 Misc Fee 2:. $6.00 State Surcharge. $4.50 Misc Feee3: $0.00 Ibuse Moving- $0.00 Manuftetured Horne: $0.00 Sign: $0.00 TOTAL FEE: $552.26 Plumbing: $0.00 AMOUNT PAID: $552.25 Mechanic: $0.00 BALANCE ;DUE: $0.00 Radon: $0.00 } Separate Permits are required forelectrical work, SEPA, Shoreline, kSA; utilltles, private and public improvements. This permit becomes nun and void if wo k or cohstruc#ion authoifzed is not commenced writes 1613 days, if corestruc#ion or wadc Is saepedded ar ati" red for a pfd,of 180 #ay$ afler the vyork as commenced, orff required ins,pahave not been requc ed within 1 Via days frog last lrrs,pection. I hereby certify that I have read and examined this application; and know the some to i -e true and oorrect. All provis sof laws and ordinances governing this type of work will be complied with wheth;r specified herein or not. The granting of parmlt does not presume to give authority to violate or cancel the provisions Of"any-stale,or local law regulating constructfdn or WfOrinbrioe of. construction. - -ADZ u ". .. .... - Signature of C on#ractor or ed Agent ©ate Signature 4f timer (it owner iS..builderl Date T.WLANNE G'TOtt MI102As lel T BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER,' INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ' {ACCEPTED �G CQttiliM'LNT$" YES FOOTINGS WALLS FOUNDATION DRAINAGE LIGHT DE SEPARATE PERMIT: # ELECTRICALPT1 ( ROUGH -IN f PLUMBING UNDERFLOOR/SLAB ROUGH -IN WATERLINE GAS LINE BACY, FLOW 1 WATER AIR SEAL WALLS I CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL WALLS/ ROOF"/ CEILING DRYWALL T -BAR INSULATION . SLAB wt. WALL/FLOOR/CEILING MECHANICAL HEAT PUMP WOOD STOVE / PELLET / CHIMNEY HOOD/ DUCTS i PW UTILITIES / SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEP& . PARKINGILIGHTING i ESA: LANDSCAPING I I I SHORELINE: FINAL INSPEIOR"TO OCCQPANCY/USE' RESIDENTIAL DATE YES NO COMMERCIAL DATE .., , ACC$,t!T6a 'YES 'NO ELECTRICAL - LIGHT DEPT. 411-4735" ' ELECTRICAL LIGHTDEPT R.W. ! PW! ON R.W ' ENGINEERING 417-4907 0 417-48 7 W /EbiG E G FIRE 4174653 FIRE DEPT. PLANNING DEPT. f 4174750 PLANNING DEPT. BUILDING 4174815 �Q%.s �V BUILDING TAPLANNINGWOORMMI 102.13[4/2002] °F pORT W� FOR OFFICIAL USE ONLY: Date Rec.: BUILDING PERMIT - APPLICATION Permit v=_— 1 Date Approved: ai`, Date Issued: The Building Permit Application must be filled out completely. lltivc Please type or print in ink. If you have any questions, please call 417-4815 Applicant or Agent: Pe -e- ( -_� C VN s -k s N c_ Phone: 3 & a - e/S-a ^ S -S � Owner: 13 2 v c- -e—�,' S ko p Phone: 3 & o - V s - - 7-3 3 Address: 1-1 (o w, (O City: 10 �} Zip: 8 3 3 Architect/Engineer: 1- i' N d l3_sce /S�. r` -i- Phone: `/S1.1 " G / / 6 J Contractor P(fe (e.1 Cor- S 4. 3 %,-j c - Address:,) halo PCeez P(4 -(z -l( PROJECT ADDRESS: i I 10 LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: Billing Address: Credit Card #: License #: Fee t eecz oss4Ep: /z �/D 3 Phone: XS.? -3s -s-9 City: P` P4 Zip:10 4� ZONING: Block: Subdivision: Credit Card Holder Name: City: Exp. Date: VISA MC TYPE OF WORK: SIZE/VALUATION: ;Residential ❑ New Constr. ❑ Re -roof ❑ Wood -stove SF. @ $ /SF. _$ ❑ Multi -family ❑ Addition ❑ Move ❑ Garage SF. @ $ /SF. = $ ❑ Commercial XRemodel ❑ Demolition ❑ Deck SF. @ $ /SF. = $ ❑ Repair ❑ Sign ❑ TOTAL VALUATION $$ ZS ems' BRIEF DESClRIPTION OF THE PROJECT: '` p ii b Dovi N S 4,4 r rt c. 94 -1-:1% COMMERCIAL/RESIDENTIAL:Occupancy Group :.a ..- Occupant Load: Construction Typg: No, .of.Sl�aries:. ,, Lot Size.,. _ %Lot Coverage °Io.: Existing Lot Coverage: /sq. ft. + Proposed Lot Coverage: /sq. ft. = TOTAL LOT COVERAGE: /sq. ft. PLANNING USE ONLY: APPROVALS: PLAN Notes: BLDG. DPW FIRE ESA/Wetland(s): ❑ Yes ❑ No SEPA Checklist required? ❑ Yes ❑ No Other: OTHER BUILDING PERMIT APPLICATION SUBMITTAL: Your application and site plan must be filled out completely to be accepted for review. The Building Division can provide you with more detailed information on the application and plan submittal requirements. Your completed application, site plan (for additions) and building construction plans are to be submitted to the Building Division. 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 4174815 for assistance. PLAN CHECK FEE: Your plan check fee is due at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application, this 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 107.4 of the Uniform Building Code, current edition). 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, and I am authorized to apply for this permit. I understand it is not the City's legal responsibility to determine what permits are required; it remains the applicant's responsibility to determine what permits are required and to obtain such. /6/c:, Applicant: Date: 9 aZ T:\FORMS\APPS\Buildingpermit ' CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS ........... INSPECTION REPORT ............ REQUEST: Date /© _ /�—v Z Time Received by v (phone, person) Location of Work to be inspected / I 10 Name of person requesting inspection IV C> Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation Framing ChimneyPlumbin INSPECTION NOTES: r Inspected: Date ���.7 -��� Time Remarks: V Uj LI lu*t.ob,,u,i CD"e ` i`pK Phone No. Permit No. r -?7 % S Final Sewer Excay. Other RESTORATION REQUIRED ...... YES By SURFACE RESTORATION: SURFACE TYPE: ❑ Unimproved ❑ Gravel ❑ Asphalt ❑ PCC ❑ Repaired by City ❑ Repaired by Permittee ❑ No Damage Found Tib, Work Order # ❑ COMPLETE ❑ INCOMPLETE m ❑ Other (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS ........... INSPECTION REPORT .......... . REQUEST: Date Z ^-�Z Time Received by RV (phone, person) Location of Work to be inspected 1 I In 0� Name of person requesting inspections C Address of person requesting inspection Phone No. o�1461 _ 230<1 Type of Inspection (circle ap ropriate one): Permit No. 7 �✓ Sewer Foundation :amIng himney Plumbing Final Sewer Excay. Other-� INSPECTION NOTES: a -0Z Inspected: Date 2- Remarks: Time By RESTORATION REQUIRED ...... YES NO Co -[l :�,' I l b�a 4Q V -(a, \/ 6 U,- 1 !3 (MI 0 SURFACE RESTORATION: SURFACE TYPE: ❑ Unimproved ❑ Gravel ❑ Asphalt ❑ PCC ❑ Repaired by City Work Order # ❑ Repaired by Permittee ❑ COMPLETE ❑ No Damage Found ❑ INCOMPLETE ❑ Other (Continue on reverse side if necessary) STREET SUPERLNTENDENT (DATE) CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS ........... INSPECTION REPORT ........ .. REQUEST: Data 1"0 –'CF2"— Time Received by Location of Work to be inspected / 1 ` v a / 0 r Name of person requesting inspection Address of person requesting inspection Type of Inspection (circ) opriate one): Sewer Foundation Framin Chimney INSPECTION NOTES: Inspected: Date I v r 2 SO-- v Z --- Remarks: (phone, person) Phone No. Permit No. 77 Plumbing Final Sewer Excay. Other Time By >�� 70 0, 6JAJ & CZ, RESTORATION REQUIRED ...... YES NO SURFACE RESTORATION: SURFACE TYPE: ❑ Unimproved ❑ Gravel [-]Repaired by City ❑ Repaired by Permittee ❑ No Damage Found ❑ Asphalt ❑ PCC Work Order # ❑ COMPLETE ❑ INCOMPLETE ❑ Other (Continue on reverse side if necessary) STREET SUPERINTENDENT, (DATE) CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N? 16635 Port Angeles, Washington ...... ._-......_.-------------------------------------------- 19........ 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 here/by granted to do els trical work as listed below. ,///,oAddress -�- ---- Occupancy .---rS7----------------------- -cv ---------- .0 Owner ...../.� - �f `fit ,? t� Tenant ..................... -... ---------------------------------------------- Wiring Contractor __,,. Light Outlets .......... /_0........ _........ k+ Receptacle Outlets..... _ !2 ............... Dryer. KW ........ ._3�............................ Range, KW ----- IP..S........................_... Water Heater::( KW........... f -+--- ........... ....__......... Hear. KW.......jt7_14�--..... ...... ....... Motors: size, ,volts and phase: ` . `l.....dpt'c . _.......................... Total Remarks: Service. volts _'/ _o/ yo..... No. wires ......... --'" ...................-'-- Size wires..��70'..._.............._.. Main fuse ----- z`.�.�............. Enclosure Type of wiring: Entrance Cable Rigid Conduit Metallic Tubing ... Current transformers: No. & Size ............... Ser. No .............................................. Ser. No. Ser. No. Type of Wiring: Armored Cable . Non -Metallic ..... Knob & Tube..... Rigid Cmdult --- Metallic Tubing Raceway ..........y Circuits, Light-- ..f.. ...... ........... _.. Utility .....-......_.................... Heat---- ./� ................ _.... _.._ Range....... �.Z.......a.��......................... Water Heater .c.S........................ Motor ... ,LC.................................... .... Dryer...... (X ::.................. _.__._........_ Furnace .........................------- _...-------- Total ..y?..r...................... Permit Fee Treas. Receipt S-3 ------------------ No ------------------------- By ------- ei. ,ae .NOTICE—Current must not be turned on until Certificate of Inspection has been Issued. If work is to be con- cealed due notice most be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION ,l h ELECTRICAL PERMIT N° 16635 I Address,... --------------------------------_______._._. _. rat. Owner................................... _........... ...... _...... ... _........................................................... Tenant......................................... .._._... W1rifg�Contractor................................... ....... _.............. _.......................................................... --- Hy.................. ............................... 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. r � , IM Olympic Printers, Inc. Job wired by Electrical contractor name IB'Plectrical Contractor ❑ Owner ELECTRICAL WORK PERMITAPPLICATIOifr \,"Installation description ❑ Commercial esideatlal License number Date Expires ❑ New O Altered/Addition Purchaser's mailing address ANGELES ELECTP,IC, INC. City JL4 tAJI hIKJI State ZIP PORT ANGELES, WA 98362 Telephone number FAX number r 'Premiscs r Address f inspection'/ /IiVCK](/•V/ city • Phone number to schedule inspection: Owner a.r defined by RCW, 19.2y,)!I;(I) Owner will ood'py Iho structure for Iwo years atter this eloetriwl permd is finalized. (2) Owner is reyurred to hire art electrical contractor if above' said property 8 for role, rent or lease. After reading the above statement. I hereby certdy thatd'um the owner of the above named PmPerty or a licensed electrical contractor, I aril making the cicemeal instal- lation or alteration in compliance with the clectncal laws, N E C., RCW Chapter 19,21t, WAC, Chapter 296.46B, The City of Port Angeles Munizipal Code, and Utility Specifications 116jrze7— f y //'<- ❑ Cash 9 Check # rcdit Card Mastercard Discover 1 Card #�.t. "ISigoature owner, electrical ontractor or electrical admin," rator �' Expiration Date `X Date: �p / "x' of card I Electsieal Load Ad itinns rid or subirar:tinn. W1'10 LOAD CHANGES 0 Baseboard _ KW�,�/,2 ❑ Furnace _KWOverhead Service Cl Heat Pump _ Ton _ LAR Coll ❑ ToM� Semce 13Fan•W211 _ KW Ql, ergmund Service SAME DAY INSPECTION. CALL BEFORE. 7:00 .AM 360-417-4735 CROUGH -IN 1 THERMOSTAT U>m ADDmvca nY J // D>� ADDro.W 9y �INA� `�1 DITCH wrwa y J Dnc Awmvad ay J Inspection I Area, Building or Equipment Inspected Dare k & - 1 f!I•O �/sf c L 'd CInspection ice $� / Service Information Voltage ov Phase Service Size: Feeder Size: 12X2 - SERVICE ( Ume Appre.ea ay FEEDER ADDro•c0 By Action Taken A55�Jpof -)en Electrical Inspector S9Z6 ZSD 09E ONI OIblO313 S3130NV HOdd NULL:6 90Z—Z0-9