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Home My WebLink About808 S Chase St - Building CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5th Street, Port Angeles, W A 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 05-00001028 Date 10/24/05 248852 808 S CHASE ST 06-30-00-0-2-6900-0000- ANDERSON HOMES, LLC FIRE SPRINKLER SYSTEM COMMUNITY SHOPPING DISTR 13870 Owner Contractor GNL DEVELOPMENT GP 1115 E FRONT ST PORT ANGELES WA 98362 (360) 452-7861 OWNER Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date FIRE SPRINKLER COMM 63164 360.75 10/24/05 4/22/06 plan Check Fee Valuation 234.49 13870 Qty Unit Charge Per Extension 92.75 168.00 100.00 BASE FEE 12.00 14.0000 THOU BL-2001-25K (14 PER K) 1.00 100.0000 ECH FIRE INSPECTION & TESTING Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 360.75 360.75 .00 .00 Plan Check Total 234.49 234.49 .00 .00 Grand Total 595.24 595.24 .00 .00 ~ ~ ro If (P Special Notes and Comments . Call for cover inspection for all sprinkler installations. A full acceptance test will be required for all fire alarm systems. /;; d >~/ ;?qo/ b,- 0) This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and examinw this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compled with whether specified herein or not. The granting of this pennit does not presume to give authority to violate or cancel the rovisions of any state or local law regulating the work specified in the permit. ~ Date Signature of Contractor or Authorized Agent FIRE PERMIT INSPECTION RECORD Call 360-417-4655 for fire inspections. Please provide a minimum 24-hour notice. It is unlawful to cover, insulate or conceal any work before inspected and accepted. Post permit in a conspicuous location. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough-in inspection Alarm final LP-GAS Completed by Contractor: Underground piping inspection/pressure test Test # I . Above ground piping inspection/pressure test Piping pressure test . pSI Time initiated Tank (container) inspection Test #2 Appliance inspection Piping pressure test pSI Time initiated LP-gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable/combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final Inspection Type I Date Passed I Comments GENERAL COMMENTS: 2/15/00 PORT ANGELES FIRE DEPARTMENT 102 East Fifth Street, Port Angeles, Washington 98362 (360) 417-4650 FAX (360) 417-4659 Fire Sprinkler System Plan Review Project Name: City Place Apartments Address: 808 South Chase Installer: Innovated Fire Systems Installer Telephone: 452-7583 Type of System: Closed 130 13 R [gJ 13DO Date: 10.20.2005 P AFD Permit #: 05-29 We have checked this plan and find that it conforms to the requirements of the code. Additional Comments: All systems, including underground mains, shall be installed by a state licensed and certified company. Systems shall be installed per the applicable NFP A Standard. All electrical components shall be compatible with the fire alarm system. All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire Department PRIOR to being covered. A witnessed flush of the underground piping is required. A design sprinkler flow test and alarm test are required for all 13DRsystems. Before final acceptance of the system, an inspection will be conducted to ensure that the installation complies with the applicable NFP A Standard. This 13 R system will require a measured flow test AND a 200 PSI pressure test. o ~ o Contractor Reviewed by: 1t aJ..OO Date: (0.20' OS- Building Department Fire Department INTEROFFICE MEMO DATE: October 20, 2005 TO: Ken Dubuc RE: 808 South Chase St. Permit # 05-1028 The attached 3 sets of Fire Sprinkler plans for the above address, Please review for approval. This project also has a Fire Alarm System that you approved on Oct. 19, 2005 Thank you, ~ David Yasumura BUILDING PERMIT - APPLICATION FOR OFFICIAL U~ ONLY: Date Rec.lO/~ O? Pel1l1it #: t??-ICJt. g Fill out COMPLETELY and in INK. Your applicatior. and site plan MUST BE COMPLETE to be accepted for review. If you have any qnestions, call PERMITS (360) 417-4815 FAX(360)417-4711 Applicant or Agent: Vi ~c.. iL "'"'- + 1S ~ tT ~ fl../' Owner: A I.oo'\.d vs 0",- t-Il1 ~ 1L S L L G Phone: Address: (0/8 .s 0<< ?..e...~ bod] City: ro v- +)J r- J ~ I R- .1 Zip: ~,9 S 6 L Architect/Engineer: Phone: Contractor/NNOV/f/~O F/p.,e StateLicense#:JIIJ(tJlIsFOI.MP~p: ejJY/)b Phone: I...IS<. -)S8:J Address: 8/ ;J .l.,;,v' f)CLU of....... '- - City: PtJ.r-l A,,"",,:~..eL Zip: 963(0::>- PROJECT ADDRESS: ~ eo8_ 5~ C++A-SB- 51. ZONING: LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUlvIBER: Block: Subdivision: Credit Card Holder Name: Billing Address: Credit Card Type VISA TYPE OF WORK: o Residential 0 New Constr. 0 Re-roof o Multi-family 0 Addition 0 Move o Commercial 0 Remodel 0 Demolition o Repair 0 Sign BRIEF DESCRIPTION OF THE PROJECT: oS j S+.e..~ COMMERCIALIRESIDENTIAL: Occupancy Group: City: MC # Exp. Date: SIZEN ALUATION: SF. @ $ /SF. = $ SF. @ $ /SF. = $ SF. @ $ /SF. = $ TOTAL VALUATION $ 1= . (t/"-L S'tD Y l\... k.'..R..-. , o Stove o Garage o Deck o Other ...L "L.s Ie J / /3/ 8 70.0-0 . Occupant Load: & Proposed Sq. Ft. Construction Type: = TOTAL Sq. Ft. No. of Stories: Lot Size: Total lot coverage Existing Sq. Ft. % ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER: PLANNING USE ONLY: 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'besubmitted 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 d3Ys 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 R1 05.3.2 of the International BuildinglResidential Code, 2003). No application can be extended more than once. I hereby cerlify 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 und,rstand that iUs my r,sponsibility 10 d't'r,:, what pormits arn r'quirnd ,not Ih, City's, and that J must obtain such p,rmits prior 10 wor!<. npoho"IBL-11OV3.wpd Apph=t _ t.ivvuf A ./J+". 1 () // J ().s p.p..~ ct> 3 - ~ "I .4. Fire Sprinkler System Plan Innovated Fire Sprinkler Systems 81 New Haven Lane Port Angeles, WA., 98362 (360) 452-7583 October 11, 2005 For: Anderson Homes Location: 8th & Chase St. Port Angeles WA., 98362 Contractor: Anderson Homes 618 So. Peabody St. Port Angeles, WA 98362 ~ 13 R HYDRAULIC CALCULATIUN.:s Worksheet Four heads requiring ~J8 gpm flow at designed pressure. 1 . Pipe sizes = ~ CPVC I Copper Other 2. Water pressure at street (2) = ~ S pSI. 3. Double back flow preventor (3) = G:, psi 4. (2) B ~ minus (3) b . (4) = 7 'I psi remaining. 5. Length from street main to control valve = /2. 2.. feet X I.ooz e I = I. 0 t. feet (see friction loss chart). a," ""pL. 6. (4) 7 'l- minus (5) I. " -, = (6) 77_ 7.3 psi remaining. 7. Elevation loss (building & street) = 2 '-I feet X .434 = 10, "'/2.psi. 8. (6) 7 7. 0,.J minus (7) 10, ~I 2. - b 7 ,So psi remaining. 9. Total length of pipe from control valve to the 4 head design area = 8 e feet X I.o~cc.l = 2.s 0 psi. 10. Total length of pipe from 4 head design to furthest head = 2 ~ feet XI,lob,1 = 3.01 psi. 11. (8) ~ 7, So minus (9) and (10) S. .:s'1 - G 2. II psi remaining. 12. Equivalent length for valves and fittings (street to farthest sprinkler head): . Type Number Factors Equivalent Size 1 " 1 1 /2" 1 " 1 1 /2" 1 " 1 1 /2" T run 2.<'0 X CO w= .3 2 c:, feet T Branch X m [B] = .s- O feet 90 Elbow X IT] [9] = 27 feet Coupling X [J] CD = 2 3 feet 45 Elbow X [1] m= 0 o feet Gate Valve 0 X [TI OJ = 0 0 feet ( 11 ) Total Feet 11 I S b I 7 (1 ") I. \ Of> 11 = /. ~ I pSI. 12. Loss in fittings (11) Sc, feet X (1 1/2") I.O~6'1 = J. "16 psi. 13. (11) ~2. ,1 minus (12) 3,2-7 = S8..2lf psiremainin. 14. PSI remaining (13) S 8, ell minus 2, '-t (loss in riser) parts = Sb, . 15. (14) .s ~ t "'1"1 is more than the minimum design psi required for 4 or more sprinkler heads operating. Riser Parts Needed Information: Potter flow switch 2.4 psi Type of sprinkler headT,- C. (J IF JI. .J GPM & pressure 1st head If::, eP)p",,-t'C;),LI, Ir- " . GPM & pressure 2nd heads or more 2....., ~ FP - 9 B f'J' ) p~ '-l h..t.~cl J =- VI ~j ~ ~ SPRINKLE-'R' MAN 1 f=OL D lJi C pyc... ._...~. - -.. . To ...H. EADS :11- -.-- -.....-.....--.0- ....-.- h. u_o L 'fX' 31'-( I' Tee Z -- ._..z..~. --.-- ".. -- ---- ------ j b. u_g-AVG-c.. ._ L( C\Oo . .- ./... - . ----- - . - ,- . . . ..~. ~.. u ... ....... .......d+.~ ... u..) .~._.DdVJjLE__C:HEC(,.... .._........ . .... ...._--..__Vt\.LVj~_.'hASS_~tl.B.lY._.. .. .. . ~ . : , tKf ~:e. '.- . :-~ ::~ :. .-:~~ _ y ~................... .' D~AIN_ RTfST..VAlVE. _.. .(PLVIY\B.EDTO. OUTSIDE)_ - \. YL.~~~.-~_.- '.u ~._~: :P i .?~ . ... ..._. ._ .. .. _ ..__ _..F~o.~L...S WJT.<: H. 'u II .. ':..:~.::~'-_ __~'I'P\.Pt.,. ~._----------... --.....---.....-- --- ---- -_.___._.._.._.__...__..._._.__.....~. _... 0.' _u_ .......... '.--"'---. .. . --,---.. ..---.......--.... .__....--....-.-.-. DES.lG-.JVE. D...BY.: ._ ... . . -. - . - -. . - . - ~ . .. ..... . .INNOVATED F\ RE. S?R\l\\KLERS . - I _ _ . II. .. . . . .~... F ~OJ'V\ .8.,rM,<+.w .WEL~ . ~ --rD i= c'/ .' 3 . . ~ . . , tqeD / Fire & Building / Products Direct Sales (Central): Tel: (800) 523-65121 Fax: (215) 362-5385 Distribution Sales (GemlStar): Tel: (800) 558-52361 Fax: (800) 8n-1295 Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500 Series LFII Residential Concealed Pendent Sprinklers, Flat Plate 4.2 K-factor General Description The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der !ijJrinklers designed for use in resi- dential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aestheti- cally appealing sprinkler design. In ad- dition, the concealed design of the Se- ries LFII (TY2596) provides 1/4 inch (6,4 mm) vertical adjustment. This ad- justment reduces the accuracy to which the fixed pipe drops to the sprin- klers must be cut to help assure a perfect fit installation. The Series LFIl are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 130; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY2596) has a 4.2 (60,5) K-factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The Series LFII (TY2596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFIl (TY2596) Residential C~nceale~ Pendent Sprinklers are shipped With a Disposable Protective Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- Page 1 of 4 stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into pias- ter board, ceiling tiles. etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LF/! (TY2596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Sprinkler/Model Identification Number SIN TY2596 Technical Data Approvals: UL and C-UL Listed. Maximum Working Pressure: 175 psi (12.1 bar) Discharge Coefficient: K = 4.2 GPM/psPI2 (60,5 LPMlbarl12) Temperature Rating: 160oF1710C Sprinkler with 1350F/570C Cover Plate JULY, 2002 ... ~~ ~-.~,''''''' ~~~ ....:-,.":- ............'.;..,.;.:.:.:-.~.>...~ . '. ... - . - '.;' . Vertical Adjustment: 1/4 inch (6,4 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome, or Custom Physical Characteristics: Body. . . . . . . . . Cap. . . . . . . . . . . . . Saddle . . . . . . . . . . . Sealing Assembly . . . . . . . . . . . Beryllium Nickel wI Tenont Soldered Link Halves . Nickel Lever . . . . . . . . . . . . . Bronze Compression Screw . . . . . . Brass Deflector . . . .. ".. Bronze Guide Arm Frame . . . . Bronze Guide Arms .. Stainless Steel Support Cup . . . . Steel Cover Plale ... .... Copper Retainer . . . .. ..... Brass Cover Plate Ejection Spring .... . . . . . . . . . . . . Stainless Steel . Brass Bronze . Brass tDuPont Registered Trademark TFP440 Page 2 of 4 Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the Deflec- tor supported by the Arms drops down to its operated position. The fusible link of the Sprinkler Assembly is com- prised of two link halves that are sol- dered together with a thin layer of sol- der. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are UL and C-UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of Mdesign sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: · The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. · A minimum discharge of 0.1 gpmlsq. ft. over the Mdesign area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in TFP440 t-f MinImum Flow (b) and MinImum Flow (bland Maximum Maximum Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Celling Area (a) Ft (Max. 2 Inch Rise (Max. 8 Inch Rise FtxFt (m) for 12 Inch Run) for 12 Inch Rlm) (m x m) 160oFn1 oC 160oFn1OC Sprinkler Sprinkler 12 x 12 12 13 GPM (49,2 LPM) 18 GPM (68.1lPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 18.4 psi (1,27 bar) 14 x 14 14 14 GPM (53,0 lPM) 18 GPM (68,1lPM) (4,3 x 4,3) (4,3) 11.1 psi (O,n bar) 18.4 psi (1.27 bar) !~ 'TOXl6 1 16 16 GPM (60,6 lPM) 18 GPM (68,1 lPM) (4,9 x 4,9) (4.9) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 1""'-- 1A l( 1a../ 18 20 GPM (75,7lPM) N1A (5,5 x 5,5) (5,5) 22..7 psi (1,57 bar) 2Ox2O 20 24 GPM (90,8 lPM) N1A (6,1 x 6,1) (6,1) 32.7 psi (2,25 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (lPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation The Series LFII (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the frame arms only (i.e., do not apply pressure to the fusible link Assembly). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 fUbs. (9,S to 19,0 Nm). A maxi- mum of 21 h.lbs. (28,S Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler filling to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W- Type 18 Wrench shown in Figure 2, install and tighten the SprinklerlSup- port Cup Assembly into the fitting. The W-Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Arms during ceiling in- stallation andlor during application of .' . TFP440 l.. Page 3 of 4 5 CAP SEALING ASSEMBLY WRENCH RECESS BODY (112' NPT) SADDLE SPRINKLER WRENCHING AREA D SUPPORT CUP WITH ROLL FORMED THREADS COMPRESSION SCREW PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA LEVER FIGURE 2 W-TYPE 18 SPRINKLER WRENCH GUIDE ARM I I I I I I I I " I I I I I I I I I I I I ,J L../ .........-' L, .........".....,--""'--_-..r-.-~......., SOLDER LINK ELEMENT GUIDE ARM FRAME SPRINKLER/SUPPORT CUP ASSEMBLY DEFLECTOR (OPERATED POSITION) DEFLECTOR THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FlUSH WITH CEILING o o RETAINER WITH THREAD DIMPLES EJECTION SPRING SOLDER TABS (3) COVER PLATE/RETAINER ASSEMBLY FIGURE 1 SERIES LFIJ (TY2596) RESIDENT/AL CONCEALED PENDENT SPRINKLER COVER PLATE FACE OF SPRINKLER FiniNG SPRINKLER- SUPPORT CUP ASSEMBLY OPERATED SPRINKLER 1-718"",1/8" (47,6 mm ~,2mm) COVER PLATE RETAINER COVER- SPRINKLER- RETAINER SUPPORT CUP ASSEMBLY ASSEMBLY 3-1/4' DIA. (82,6 mm) 1 f MOUNTING 3116" J SURFACE (4,8mm) ~ ~ TIP DEFLECTOR IN OPERATED POSITION FIGURE 3 SERIES LF/I (TY2596) RESIDENT/AL CONCEALED PENDENT SPRINKLER INSTALLA T/ON DIMENSIONS / PROTECTIVE CAP / ACTIVA TED DEFLECTOR ..... ': ~age 4 of 4 the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. NOTE As long as the protective Cap remains in place, the system is considered to be "Out Of Service". Step 5. After the ceiling has been com- pleted with the 2-1/2 inch (63 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate As- sembly, remove and discard the Pro- tective Cap, and verify that the Deflector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to mod- ify or repair a damaged sprinkler. Step 6. Screw on the Cover Plate As- sembly until its flange comes in con- tact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be en- gaged sufficiently to contact the ceil- ing, the Sprinkler Fitting must be repo- sitioned. Care and Maintenance The Series LFIl (TY2596) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be shipped or stored where the tempera- ture will exceed 100oF/380C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified or over heated sprin- klers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twisVslippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Rre Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed. maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, andlor the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Rre Products to be defective shall be either repaired or replaced, at Tyco Rre Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. TFP440 G IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE. IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- ~ Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFII (TY2596), K=4.2, Residen- tial Concealed Pendent Sprinkler with- out Cover Plate Assembly, PIN 51-122-1-160. Cover Plate Assembly: Cover Plate Assembly having a (spec- ify) finish for the Series LFII (TY2596), K=4.2, Residential Concealed Pen- dent Sprinkler, PIN (specify). Chrome..... ............. PIN 56-122-9-135 Bright White. .............. PIN 56-122-4-135 Rat White. .. _ _....... _ _. _ PIN 56-122-5-135 Custom _......... ........ PIN 56-122-X-135 Sprinkler Wrench: Specify: W-Type 18 Sprinkler Wrench, PIN 56-000-1-265. TYCO ARE PROO4)CTS, 451 N<x1h Cannon Avenue, lansdale, Pennsylvania 19446 ., Q~1porrER Potter Electric Signal Company 2081 Craig Rd./P.O. Box 28480 St. Louis, MO 63146 (314)878..:.t321/ (800) 325-3936 ,!{i;'n::~~:::'.3!~r1i~~~t.... . ...,."...... ~~'f~'l~'" .....-, .' M;;~ttt~;.::\tt4i~t~~~.t0:, ..:..&...:.,.~",........,. .~...~~,....~~\~:"..:..,q\tThJ''''' .'... ......::..... 6" BELL SHOWN @ BELLS PBA-AC & PBD-DC - Potter Electric Signal & Mfg. L TD 1967 Leslie Street . Don Mills, Ontario, Canada M3B2M3 (416) 441-1833 UL LISTED, FM APPROVED Sizes Avallable:c0 8", and 10" Voltages Available: ~ 20VA 12VOC (102 to 15.6) Polarized 24VOC (20.4 (0 312) Polarized Service Use: Rre Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -400 to 1sooF (outdoor use require weatherproof backbox) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: ModeIBBK-1 weatherproof backbox rhese vibrating type bells are designed for use as fire. burglar, or general signaling devices. They have low power ;onsumption and high decibel ratings. The unit mounts on a standard 4- square electrical box for indoor use. or on a model 3BK-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE MODEL NO. STOCK NO. CURREI-lT (MAX) TYPICAL dB MINIMUM dB VOLTAGE o 10 FT. o 10 FT. 6 12VOC PBOI26 1706012 .12A 85 75 8 12VOC PBDI28 1708012 .12A 90 75 10 12VOC PB01210 1710012 .12A 92 75 6 24VOC PB0246 1706024 .06A 87 75 8 24VOC PBD248 1708024 .06A 91 79 10 24VOC PBD24 10 1710024 .06A 94 79 6 24VAC P8A246 1806024 .17A 91 75 8 24VAC PBA248 180802.( .17A 94 75 10 24VAC PBA2410 181002,( .17A 9.( 75 * 6 120VAC PBAI2Q6 1806120 .05A 92 82 8 120V AC P8A 1208 1808120 .OSA 99 82 10 120V AC P8AI2010 1810120 .OSA 99 85 Veatherproof backbox model 8BK.l Stk. No. 1500001. 'oC~s: MitWnum dB '''''''9S .'8 C"ICUI4II"d"Offl ....C"'}'.I<!<l1LOUfld p'esSUle mea'Ulemenls ""'de.1 Un<le<wfil"',labotaCOIMts as opecIf...d.... Ul Sl.nd",d .~. UL 1e4Tlpef.lh.'f<e f.aO<}e is .JO- 10 1 so.r. Typ<~J dB ,.ahf'"t9'S ate C.a&cul~'~ "om f'ne.l$.Ut'efl'\OnlS mlde with. cooyen(~1 s.oond level ""8t81 and .Ie indallve of OU'tpullevots n en ac1ual ~t"'ull()4'\. RINTEO IN USA MKT. '66S0001- REV K PAGE 1 OF2 ",-- " " @POlTffi Potter Electric Signal Company 2081 Craig Road. P.O. Box 28480 St. Louis, MO 63146-4161 (314) 878-4321 . (800) 325-3936 (j) VSR-SF VANE TYPE W A TERFLOW FOR SMALL PIPE ALARM SWITCH WITH RETARD Potter Electric Signal & Mfg. L TO 1967 Leslie Street Don Mills, Ontario, Canada M382M3 (416) 441-1833 i i .."'- II STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 8THER PATENTS PENDING. UL, ULC, CSFM USTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Row Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Oie<ast. red enamel finish Cover held In place with tamper resistant screws Contact Ratings: 2 sets of SPOT (Form C) 15.0 Amps at 12Sf2S0 VAC 2.0 Amps at 0-30 VOC Conduit Entrances: 2 knod<outs provided for 112" conduit Usage: Usted Plastic, Copper and Schedule 40 Iron Pipe Fits pipe sizes - 1", 11/4", and 1 112" Note: 8 paddles are furnished with eadl unit. one for each pipe size of threaded or sweat TEE. one for 1" CPVC. and one for 1 112' polybutylene (CTS--COpper tubing size) Environmental SpeclficatIons: Suitable for indoor or outdoor use with factory installed gasket and die<ast housing. NEMA 4 Rated Endosure -use with appropriate conduit fitting. Temperature Range: 40" F/l20" F (4.5" Cl49" C) Caution: This device is not intended for applications in explosive environments Service Use: Automatic Sprinkler One or two family dwelling Residential'occupancy up to four stories National Fire Alarm Code NFPA-13 NFPA-130 NFPA-13R NFPA-72 Optional: Cover Tamper Switdl. or<ler Stk. No. 0090018 The Model VSR-SF is a vane type waterllow switch for use on wet :;prinlder systems that use 1", 1 1/4', or 1 112' pipe size. The unit .nay also be used as a sectional water1low detector on large :;ystems. - fhe unit contains two single pole double throw snap action >witches and an adjustable. instantly recyding pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or nore occurs downstream of \he device. The flow condition must ~xist for a period of time necessary to overcome the selected retard >eriod. NST At-LA TION: These devices may be mounted in horizontal or 'ertical pipe. 00 horizontal pipe \hey should be installed on the top ;ide of the pipe where they will be accessible. The units should not >e installed within 6' of a valve. drain or fitting which changes the 1irection of the watertlow. 1he unit has a l' NPT bushing for hreading into a noo-oorrosive TEE. See Fig. 2 for proper TEE ;ize. type 8.nd installation. kcew the device into \he TEE fitting as shown in Fig. 2. Care must >e taken to propel1y orient the device for \he direction of waterllow. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the proper adapters so that the specified TEE filting may be installed on the pipe ruR INSPECTtON AND TESTING: Ched< the operation of the unit by opening \he inspector" test vatve at the end of \he sprinkler line or the drain and test connection. if an inspectors test valve is not provided. If \here are no provisions lor testing the operation of the flow . detection device 00 the system. application of \he VSR-SF is not recommended or advisable The Irequency ollhe inspection and testing and its associated protective monitoring system should be in accordance with lhe applicable NFPA Codes and Standards andfor authority having jurisdiction (manufacturer recommends quarterly or more frequently). ?R1NTeo IN USA PAGE 1 OF 2 -MKT. '8800003 - REV J MFG. .5400802 - 8195 I . MObEL':950 .' '. .:....:..:.~:.................::..~:. .!'.:. .:....: '.:~': " Double"Check Valve Assembiy.... .';:-,.,"V\lI,LK.I.N;S;; '8a'ckflow' Preventers' .....:.. ":. ....... ............:.~:,.: :.~...! :'..:'.'~.~:'.;'. :.,:....:...:...... ''':'.,'. '" . .........,..' ":~. ':.. .... ....c. "%URNI" . .':. .:.........;..:' .'.j ....:....;.-.:.; . '" . . '.. . . ".- .~. ...; ...... /I"\'(lI..",,,,.,r.-:r ~.",,,,,,,ltIIo.' ,I ....\...... S".z"es 3/4" 1" 1 '1/4" 11./2" &-2".:......::~.......:.:;,..:. .:=........:...::;;.::.~.:,.;:....'.....;;<;~... '. . .,. ,. . , '. . .' '" .~. ;.....~.:..:....;,..:..;....:..;.~.j( .-.:.:~:...:....::.:..::...;.....:,.~:,.....::. ',,:, ':.:'<. ...... . . .... . . . ..' -"'. ;':'" . ...... ',.-:' '. ,-. :.' -~ ~, '. . .... .- '. ...-... .... ....'..' .. . .... .....: .' "-.. ':.' FEATURES 3/4" to 2" .--.. · Bronze body construction - ASTM 8584-78 · All internal parts made trom corrosion resistant materials · Low head loss · Spring loaded "Y" type center guided check valves · All internal parts serviceable in-line · Threaded inlet and outlet ANSI 82.1 · Maximum working pressure - 175 PSI · Temperature range - 33'F to 140'F · High temperature option available STANDARDS WILKINS Model 950 Double Check 8ackflow Preventer meets or exceeds the requirements for flow rates and head loss of FCCCHR at U.S. C., ASSE Standard No. 1015, AWWA C-506,/APMO (UPC). and CSA 864.5. Consult your, local WILKINS representative or factory for other state, county or city acceptances. -. ~ ~ ~\ ---... _011'(..... tg' . '" J~. . .. ~. - l '......~..' APPLICATION The WILKINS Model 950 Double Check Valve . 8ackflow Preventer has been designed for instal- lation in potable water lines where a potential health hazard does not exist. WILKINS' low head loss makes the device most suitable where system pressures ar~ low or where it is importani to hold pressure loss to a minimum NOTICE Proper performance is dependent upon the user adhering to recommended installation proce- dures and by having licensed. qualified person- nel perform regular. periodic inspection and maintenance. For proper installation, consult WILKINS' installation and maintenance manual and prevailing governmental and local codes. Two shut-off valves and four test COCKS are provided for testing and maintenance. All Model 950 Double Check Valve 8ackflow Preventers can be disassembled and repaired without removing the device from the line. Damage to the device could result wherever water hammer and / or thermal expansion could cause excessive line pressure. Where this coutd occur, a swing check. shock arrestor and/or pressure relief Valves should be Installed downstream of the device. WARRANTY WILKINS' 8ackflow Preventers are warranted against defects in materiai and workmanship tor a period of one year from date of shipment strictly in accordance with WILKINS' Certificate of lim- ited Warranty. :~~.... 719'. # - MODEL 950 31.... - 1" SPEelFICATIONS FLOW CHARACTERISTICS MODEL 950 1 1/4~ - 2" ,',.. _ 15 " ~ 12 ~ 9 S 6 . 5 2 3 r. i 12 2~ 36 FlOW Ral' (U 5 GPMI 48 PURPOSE Tne WILKINS Mode! 950 Double Check Valve Backtlow Preventer consists ot a main body with two check valves. The check valves are spring loaded and operate independently. PRESSURE-TEMPERATURE _ 15 ~ 12 1" oj 2 8 ! II J 3 ... 2- 80 45 80 135 Flow Rate (U.S. GPM) 180 225 MATERIALS . All corrosion resistant . Cast bronze maincase . Stainless steel springs . Rubber check valve discs . Stainless steel bolts . Center guided check valves Suitable for supply pressure up to 175 PSi and water temperatures from 330F to 140'F. TYPICAL INSTALLATION Install with minimum clearance of 12" from floor or grade. Install with adequate side clearance for testing and maintenance. Protect from freezing. If installed in pit or vault consult local codes; provide adequate drainage. I I I I I i j i .1 .iL ,,-==__J . .- l-..-_ __... ___J . . o O"'(CTI01il 0' ,''-ow 0 - ZURN/-.......-... · PRESSURE REDVCING VALvES. BACKFlOW PREVENTERS · TEMP€RATlJRE AND/OR PRESSURE RELIEF VALVES · BALL VALVES . ~RIGATION VALVES' DIELECTRIC UNIONS · ~y~ STRAINERS. CRAINAGE PRODUCTS PERFORMANCE UNDER PRESSURE OPTIONS Suffix (options can be combined) B - with full port resilient seated ball valves S - with bronze "Y" strainer U - with union connections L - without shut-off valves HT - high temperature service w/removeable plastic check seats A - removeable brass check seats DIMENSIONS & WEIGHTS r--- y f! Li- i i. , I I ~-E-l f I- --- 1 . -.------...-, o..fIlIIIICliId c-<MIs.) I *VOHT..... I r · ' · I .~'. - . .. HI r--l . .~----;;;;;j -.oorl. ...! 0... I ~.......... l._'" i' 1.__ 5~. 0.- I ... I IICI:I .!I.!tu..j....! v I.,.... _.~ 0 t I , : .~ .; .~ t ~ Itll ..,~:~ . ,e,.. , . ~:.'; ~'_~' .". .....I._.!...... I (<<. 't:- , '0 I'P) I II'. ,..... .""', ~ ,..... I ~l., I ':, I ",.. ;'00' Uf ...... ..~ .._':I~ ~.;. '"'"I l~.'.... --,.n . ....J~:i '~ :;^ ~ 1 ~ ~.., J )!.t. tV :~~~ I ~:: f ..;}~~ OJ WILKINS REGULATOR DIVISION 1747 Commen;e Way, PalO Robl.., CA 93<<6-3696 PHONE: 805/238-7100 FAX: 805/238-5766 f pORT ~ $"~O~~~ rea ~-- 'ttii:,,~ CITY OF PORT ANGELES DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use property Zoning . . . Application valuation 05-00000409 Date 10/26/05 059580 808 S CHASE ST 06-30-00-0-2-6900-0000- RES NEW MULTI 5+ FAMILY COMMUNITY SHOPPING DISTR 506455 OWner Contractor GNL DEVELOPMENT GP 1115 E FRONT ST PORT ANGELES (360) 452-7861 Other struct info ANDERSON HOMES LLC 618 SOUTH PEABODY WA 98362 PORT ANGELES (360) 452-4641 TOTAL % LOT COVERAGE HARD SURFACE AREA 1 NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98362 62414 150.00 Plan Check Fee 10/26/05 Valuation 4/24/06 .00 o ~ 1l~ ~. rtJ () ~ ~ ~ 29.70 2.00 14000.00 4166.00 8.00 Permit . . . . . Additional desc . Permit pin number permi t Fee Issue Date Expiration Date FIRE ALARM SYSTEM Qty 1.00 1. 00 Unit Charge Per 100.0000 ECH FIRE INSPECTION & TESTING 50.0000 ECH FIRE ALARM PLAN REVIEW Extension 100.00 50.00 Special Notes and Comments A residential fire sprinkler system shall be installed per NFPA 13D will be required. Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed. An inspection by Building Department is required prior to backfill. Plans for a new 4166 SF 8 unit apartment building, this structure will require sprinklers and a fire alarm system. The Fire Department will require separate building, fire sprinkler and fire alarm plans submittals. 06/06/2005 11:43 AM SROBERDS -----------------------____ Construct 8-unit apartment in CSD at RHD stds for total lot coverage of30%. No land use issues noted. Electrical load calculations and electrical permits are required. Connection Fee Does Not Apply. 05/31/2005 08:15 AM JHEBNER ---------------------------- Any modifications to the City'S electrical facilities will be at the customer's expense. Ref Job# 9930 & WF 36054/01 05/31/2005 08:16 AM JHEBNER ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. ;)i o b: r;q~ /I -. / y" '---d 06 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. " Signature of Owner (if owner is builder) Date T:\Policies\1102_15 building penn it inspection record05.wpd [1/4/2005] <... 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 UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR W ALLlHOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR I CEILING MECHANICAL HEAT PUNWI FURNACE 1 DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: P ARKINGILIGHTlNG ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W.I PWI CONSTRUCTION - R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 4 17-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\policies\1102_15 building permit inspection record05.wpd [1/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 05-00000409 Application pin number 059580 Page 2 Date 10/26/05 Special Notes and Comments Construct driveway and Sidewalks to City Standards. No concrete with exposed aggregate allowed in the City road right of way. An inspection by Public Works Engineering is required prior to prouring concrete. Sidewalk area's that are in disrepair will be replaced. Fire sprinkler main line tap to be performed by City approved contractor, separate permit required, inspection required by Engineering prior to back fill. Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE STATE SURCHARGE ADDT PW WATER SYSTEM USE FEE 5960.00 4.50 14.00 8200.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 150.00 150.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 14178.50 14178.50 .00 .00 Grand Total 14328.50 14328.50 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:IPolicieslI102_15 building permit inspection record05.wpd [1/4/2005] BillLDING 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 UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. r INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDA nON DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR W ALLIHOLD DOWNS WALLS 1 ROOF 1 CEILING DRYW ALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING MECHANICAL HEATP~/FURNACE/DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: P ARKINGILIGHTlNG ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W. I PW I CONSTRUCTION - R.W. ENGINEERING 417 -4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102_15 building permit inspection record05.wpd [1/4/2005J PORT ANGELES FIRE DEPARTMENT FIRE ALARM SYSTEM PLAN REVIEW Project Name: City Place Apartments Address: 808 Chase Street Plan # 05-09 I Installer: Hi- Tech Security I Date: 10.06.2005 We have checked this plan and find that it conforms to the requirements of our codes and ordinances. If this system is monitored by an off-site central station monitoring company, then the building must be equipped with a KNOX locking keybox. Contact the Fire Department at 417-4653 for a KNOX order form and for mounting location information. The following comments apply to all systems: 1. All systems shall be installed per NFP A 72. 2. A final field acceptance test will be conducted before final approval. The field acceptance test will be a test of ALL system components. NOTE: Prior to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by: ~ ~ Date: ( ~. I? . CF.:.- ~ D D D Building Department Copy Contractor/ Owner Copy Fire Department Copy Light Department ~ BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY: Date Rec.: ,e .\0.0'5 Permit #: O!7' 4<Xf Date Approved: Date Issued: I f.7-"}V -D r..... 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 U\ .r2- V. :(ZYW ~ Applicant or Agent: \-\ <::I:: e c.-l, See ~ r '~1i Owner: 1( (c..k A r'"'c:l ~.r S ~ (\ (An-t ~ lSt: \of t\-c. Me ) Address: \c \ ~ c:; o. ~~",-\a,A1i s v,~ I City: Architect/Engineer: Phone: Contractor. . ') ~ <-'"c:....-J f\ State License #:I,\"\6CTS~55J)SEXP:~ Phone: Address:0~...o '\ JB~12-3 f. F L'f\..\- City: ,?U('+~,"\J(L'S Zip: PROJECT ADDRESS: .Bti \.. C ~C.) e. 2>~8 c...ko..~<<. S+ ~ ZONING: Phone: 360' liS ~ ;l. --, :Li itS;;... Lflo'4l Phone: Zip: LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: Block: Subdivision: TYPE OF WORK: o Residential 0 New Constr. 0 Re-roof 0 Stove )R: Multi-family 0 Addition 0 Move 0 Garage o Commercial 0 Remodel 0 Demolition 0 Deck o Repair 0 Sign 0 Oth91 BRIEF DESCRIPTION OF THE PROJECT: \ n --::.-\c\ U . SIZEN ALUATION: SF. @ $ /SF. = $ SF. @ $ /SF. = $ SF. @$ /SF. = $ TOTAL VALUAlfION $ V\re.. A br M S"Q S1-~ 8/\ q5" COMMERCIAL/RESIDENTIAL: Occupancy Group: No. of Stories: Lot Size: Existing Sq. Ft. Total lot coverage % Occupant Load: & Proposed Sq. Ft. Construction Type: = TOTAL Sq. Ft./53 2- APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESNWetland(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. EXPIRATION OF PLAN REVIEW: Ifno 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 Rl 05.3.2 of the International BuildinglResidential 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 it is my responsibility to dete ine wha ermits are require ,not the City's, and that I must obtain such permits prior to work. T:\Policies\BL-1 J02_I3.wpd Applica: Date: Jd I (} It) ~ . frORTA. $'4.0~~~ ha ~ -- 'l.l1i:~ CITY OF PORT ANGELES DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Lasered CED Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zon1ng . . . Application valuat10n 05-00000409 Date 059580 808 S CHASE ST 06-30-00-0-2-6900-0000- RES NEW MULTI 5+ FAMILY COMMUNITY SHOPPING DISTR 506455 Owner Contractor GNL DEVELOPMENT GP 1115 E FRONT ST PORT ANGELES (360) 452-7861 Other struct info ANDERSON HOMES LLC 618 SOUTH PEABODY WA 98362 PORT ANGELES (360) 452-4641 TOTAL % LOT COVERAGE HARD SURFACE AREA 1 NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS Permit BUILDING PERMIT -RESIDENTIAL Additional desc NEW 8 UNIT APT. Permit pin number 52522 Permit Fee 3290.50 Plan Check Fee Issue Date 6/23/05 Valuation Expiration Date 1/22/06 Qty Unit Charge Per BASE FEE 7.00 4.7500 THOU BL-500,001-lM (4.75 PER K) Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date MECHANICAL PERMIT 52548 221.00 Plan Check Fee 6/23/05 Valuation 1/22/06 Qty Unit Charge Per BASE FEE 24.00 7.2500 ECH ME-VENT FAN Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date PLUMBING PERMIT 52530 405.00 6/23/05 1/22/06 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 40.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 1. 00 15.0000 ECH PL- EA. BLDG SEWER 8.00 7.0000 ECH PL- EA. WATER HEATER Spec1al Notes and Comments . . . . 8/09/05 WA 98362 29.70 2.00 14000.00 4166.00 8.00 1302.90 506454 Extension 3257.25 33.25 .00 o Extension 47.00 174.00 .00 o Extension 47.00 280.00 7.00 15.00 56.00 HtJt1tW q/lc{/ C0 J~ >2 9q S ~ ~'-- ~ i ~ \J) ill ~ Separate Permits are required forelectncal work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes nu II and void If work or construction authorized IS not commenced within 180 days, if construction or work is suspended or abandoned for a penod 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 herem or not. The granting of a permit does not presume to give authonty to violate or cancel the provisions of any state or local law regulatmg construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (If owner IS bUilder) T \PohCles\1I02_15 bmldmgpenmt mspectlOn record05 wpd [1/4/2005] :rfPORT~ ~ $'4,C'~~~ ~ "- ~ ~ 'l.tii:~ CITY OF PORT ANGELES DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . .. 05-00000409 Application pin number 059580 Page Date 2 8/09/05 Special Notes and Comments NFPA 13D will be required. Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. lOrd. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed. An inspection by Building Department is requ~red prior to backfill. Plans for a new 4166 SF 8 unit apartment building, this structure will require sprinklers and a fire alarm system. The Fire Department will require separate building, fire sprinkler and fire alarm plans submittals. 06/06/2005 11:43 AM SROBERDS --------------------------- Construct 8-unit apartment in CSD at RHD stds for total lot coverage of30%. No land use issues noted. Electrical load calculations and electrical permits are required. Connection Fee Does Not Apply. 05/31/2005 08:15 AM JHEBNER ---------------------------- Any modifications to the City's electrical facilities will be at the customer's expense. Ref Job# 9930 & WF 36054/01 05/31/2005 08:16 AM JHEBNER ---------------------------- Sanitary sewer connection inspection is required by public Works prior to back fill of ditch. Construct driveway and Sidewalks to City Standards. No concrete with exposed aggregate allowed in the City road right of way. An inspection by Public Works Engineering is required prior to prouring concrete. Sidewalk area's that are in disrepair will be replaced. Fire sprinkler main line tap to be performed by City approved contractor, separate permit required, inspection required by Engineering prior to back fill. Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE STATE SURCHARGE ADDT PW WATER SYSTEM USE FEE 5960.00 4.50 14.00 8200.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 3916.50 3916.50 .00 .00 Plan Check Total 1302.90 1302.90 .00 .00 Other Fee Total 14178.50 14178.50 .00 .00 Grand Total 19397.90 19397.90 .00 .00 Separate Permits are reqUlredforelectncal work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, If construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provIsions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (If owner is builder) Date Signature of Contractor or Authorized Agent Date T \Pohcles\II02_15 buIldmg penmt mspectlOn record05 wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD o.s-)/oq .- ' ~ 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 UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION' FOOTINGS "7//1 joS 1jvL- 8-o/!IJ os I}p J )..L- ~Th1} WALLS ~.'t.tJJ Jl-L Z-~(P {OS- A(J J)..J. w a... H FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING ~) - t/'4/DG UNDER FLOOR 1 SLAB ~ ROUGH-IN IIO-T}-o.s oJ)..!. WATER LINE (METER TO BLDG) ~{"3bl (J&; .:J{k GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS 11I-/<iP-OS.. ....IU_____ $:: CEILING I I ~ FRAMING JOISTS 1 GIRDERS ~ SHEAR WALL/HOLD DOWNS WALLS 1 ROOF 1 CEILING II-I ~,O~ jt.L ~ I~ DRYWALL (INTERIOR BRACED PANEL ONLY) . T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING 11/ - ~'J.-o$ I~ I , I MECHANICAL ~- [/}<[;~{, HEATP~/FURNACE/DUCTS ~ GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMlT #'s SEPA P ARKINGILIGHTING ESA LANDSCAPING 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 1 PWI CONSTRUCTION - R W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 . - PLANNING DEPT BUILDING 417-4815 ~/(\{/()C. V({..... BUILDING ~ , % ~ $:~ \) ~ ~ \\1 T \Policles\1 102_15 bUlldmg penmt mspectlOn record05 wpd [1/4/2005] PREPARED 6/14/06, 10 44 18 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 2 6/14/06 ADDRESS TENANT, NBR: CONTRACTOR OWNER ., PARCEL APPL NUMBER: 808 S CHASE ST GNL DEVELOPMENT GP ANDERSON HOMES LLC GNL DEVELOPMENT GP 06-30-00-0-2-6900-0000- 05-00000409 RES NEW MULTI PHONE PHONE (360) 452-4641 (360) 452-7861 TYP/SQ REQUESTED COMPLETED INSP RESULT BL99 02 5/24/06 JLL 5/25/06 DP BL99 03 ~ SUBDIV. 5+ FAMILY DESCRIPTION RESULTS/COMMENTS JOHN & 461-6331 03/28/2006 01:57 PM JLIERLY ---------------------------- 03/29/2006 03 45 PM JLIERLY ---------------------------- ada ramp from park1ng lot/str1pe park1ng lot/wheel stops/hand ra11s on steps w1th 4 r1sers/temp glazed w1ndows at sta1rs per code/slope back f111 away from foundat1on per cOde/under cut doors for vent11at1on 1/2"/t1mer on exhaust fan/dryer vent to extend passed gwb/bu11d1ng address?Jll BUILDING FINAL OS/24/2006 12.21 PM JLIERLY ---------------------------- John 461-6331 OS/25/2006 08.13 AM JLIERLY ---------------------------- slope grade away from foundat1on 6" 1n 10' -0"/]11 BUILDING FINAL TIME 13:00 06/13/2006 08'38 AM DYASUMUR --------------------------- John 461-6331 RE-INSPECTION 06/13/2006 11.22 AM JLIERLY ---------------------------- -------------------------------------- COMMENTS AND NOTES -------------------------------------- BUILDING DIVISION CITY OF PORT ANGELES * * Correction Notice Job Located at _fO~ G~~ oJ::- Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: ~~6 (7J~ ~y T~ TOUt-f/C)tfLrh.(Ju~ l \ C \ I~ !o D~,o \u tD - 0 'f /I ED !Y- ~ ~ ~+ ~IUc,.d'~ ,~) ~ -rJI1.J5 .:;:v~ These corrections must be made and are not to be covered until reinspection is matt" When correcJj.Q.ns have been made, please call 17 - L( k"j 5 for inspectio Date on NnT RFMnVF Tt-IIS T4G PREPARED 5/24/06, 12 23 11 CITY OF PORT ANGELES ADDRESS TENANT, NBR: CONTRACTOR OWNER PARCEL . APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 5/24/06 808 S CHASE ST GNL DEVELOPMENT GP ANDERSON HOMES LLC GNL DEVELOPMENT GP 06-30-00-0-2-6900-0000- 05-00000409 RES NEW MULTI PHONE PHONE (360) 452-4641 (360) 452-7861 TYP/SQ REQUESTED COMPLETED INSP RESULT SuaDIV 5+ FAMILY DESCRIPTION RESULTS/COMMENTS JOHN & 461-6331 03/28/2006 01 57 PM JLIERLY ---------------------------- 03/29/2006 03 45 PM JLIERLY ---------------------------- ada ramp from park1ng lot/str1pe park1ng lot/wheel stops/hand ra1ls on steps w1th 4 r1sers/temp glazed w1ndows at sta1rs per code/slope back f1ll away from foundat1on per code/under cut doors for vent1lat1on 1/2"/t1mer on exhaust fan/dryer vent to extend passed gwb/bu1ld1ng address?)ll BL99 02 ~J:jf~A~ ~~~~~~~~O~IN~~ 21 PM JLIERLY ____________________________ ~ John 461-6331 -------------------------- --------------------------------------------------------------------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS MECHANICAL FINAL 03/28/2006 01 58 PM 03/29/2006 03 51 PM ~L MECHANICAL FINAL OS/24/2006 12 21 PM JLIERLY ---------------------------- ------------------------- --------------------------------------------------------------------- PERMIT: PL 00 PLUMBING P IT REQUESTED INSP COMPLETED RESULT PLUMBING WATER SUPPLY TIME: 17:00 08/29/2005 03:32 PM PBARTHOL DON 08/30/2005 04:32 PLUMBING ROUGH-IN 10/06/2005 03'55 JOHN 417-6331 10/07/2005 04 07 PM JLIERLY ---------------------------- PLUMBING FINAL 03/28/2006 01 57 PM JLIERLY ---------------------------- 03/29/2006 03 51 PM JLIERLY ---------------------------- ff PLUMBING FINAL OS/24/2006 12 22 PM JLIERLY ---------------------------- -------------------------- ---------- COMMENTS AND NOTES -------------------------------------- ME99 01 3/29/06 3/29/06 JLL DA ME99 02 5/24/06 TYP/SQ PL6 8/30/05 8/30/05 JLL AP 01 PL2 10/07/05 10/07/05 JLL AP 01 PL99 01 3/29/06 3/29/06 JLL DA PL99 02 5/24/06 JLIERLY ---------------------------- JLIERLY ---------------------------- DESCRIPTION RESULTS/COMMENTS PM JLIERLY ---------------------------- TIME: 17 00 PM PBARTHOL CITY OF PORT ANGELES 321 E 5TH STREET P.O. BOX 1150 PORT ANGELES WA 98362 FILE C E R T I F I CAT E o F OCCUPANCY T E M P 0 R A R Y Issue Date Expiration Date 4/11/06 4/25/06 Parcel Number . Property Address 06-30-00-0-2-6900-0000- 808 S CHASE ST PORT ANGELES WA 98362 Subdivision Name Legal Description Property Zoning LOTS 1&2 BL 269 COMMUNITY SHOPPING DISTR Owner . . . GNL DEVELOPMENT GP Contractor ANDERSON HOMES LLC 360 452-4641 Application number Description of Work Construction type . Occupancy type Flood Zone . . . . Special conditions 04/11/2006 09:22 AM JLIERLY ---------------------------- personal effect shall not prohibit inspection process. finish all items on correction recall. if items are not corrected by. e ate, removal of occupancy may be re 'red. 05-00000409 000 000 RES NEW MULTI 5+ FAMILY Approved BUILDING DIVISION CITY OF PORT ANGELES *' A-~A- ~$. p~ ~ES ~ * ~ Q.eLb~~ +t~' 41....{) e~\ Correction Notice -~ . ~ktf Job Located at Bo S s (!'k~ ~ w h..eel ~J-f s Inspection of your work revealed that the following is not in accordance with the codes governing the work in this j~ictif~~<?/L ~J ~J1CLv,~ fv,.J . '* slbflr6 ~L L~I fM,.Ji4'f ~ t=;J)...tO~~ ~ ~~ow;-~~~6 ~:~ ~ ~~f *UAu.O ~), 6\J _,__ ~ V J..-tr:P.t'L- LU f.. Doofl.S TooL- \If;.M ~N ~ r/~f2.\.g, 'JJr~ ~ i:e ~11-G"" @ l4)~ ~\~~ ~ JJt-.tf?IL V ~U--'t ~ l;-Jtfr-?P-O pD;.~ S\-t~ '\2Dc- LL- These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call '1' 7 - t..-r ~/~ for inspection. Date 3}~' Job . I -cJlL Inspector for Building Division DO NOT REMOVE THIS TAG PREPARED 3/29/06, 12 30 28 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 6 3/29/06 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 808 S CHASE ST ANDERSON HOMES LLC GNL DEVELOPMENT GP 06-30-00-0-2-6900-0000- 05-00000409 RES NEW MULTI 5+ FAMILY SUBDIV PHONE PHONE (360) 452-4641 (360) 452-7861 TYP/SQ REQUESTED COMPLETED INSP RESULT DESCRIPTION RESULTS/COMMENTS 03/28/2006 01 57 PM JLIERLY ---------------------------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ::::_:~---_:~::~::_--~---~~~~~~~~~_:~~~~~--~~--~~=~~~=-============================----- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL6 01 8/30/05 8/30/05 JLL AP PL2 PLUMBING WATER SUPPLY TIME. 17:00 08/29/2005 03 32 PM PBARTHOL DON 08/30/2005 04 32 PLUMBING ROUGH-IN 10/06/2005 03 55 JOHN 417-6331 10/07/2005 04:07 PM JLIERLY ---------------------------- ~Ll\_ PLUMBING FINAL ~ 03/28/2006 01.57 PM JLIERLY ---------------------------- -------------------------------------- COMMENTS AND NOTES -------------------------------------- 01 10/07/05 10/07/05 JLL AP PM JLIERLY ---------------------------- TIME: 17 00 PM PBARTHOL PL99 01 3/29/06 PREPARED 3/29/06, 12 30 28 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL _ APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 5 3/29/06 808 S CHASE ST ANDERSON HOMES LLC GNL DEVELOPMENT GP 06-30-00-0-2-6900-0000- 05-00000409 RES NEW MULTI 5+ FAMILY SUBDIV PHONE (360) 452-4641 PHONE _ (360) 452-7861 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 7/19/05 JLL 7/19/05 AP BI2 01 7/26/05 JLL 7/26/05 AP BL1 02 8/05/05 JLL 8/09/05 AP BI2 02 8/09/05 JLL 8/11/05 AP BI2 03 9/12/05 JLL 9/12/05 CA BL3 01 10/05/05 JLL 10/05/05 DA BL3 02 11/15/05 JLL 11/15/05 DA BAIR 01 11/18/05 JLL 11/18/05 AP BLI 01 11/22/05 JLL 11/22/05 AP BL99 01 3/29t6 ~ ~17~ ~ BUILDING FOUNDATION FOOTING 07/18/2005 04 42 PM DYASUMUR JOHN 452-6547 07/19/2005 03 06 PM JLIERLY ---------------------------- 2 - 20' ground rod 1n south end of foot1ng/)11 BUILDING FOUNDATION WALL 07/26/2005 01 44 PM DYASUMUR JOHN HAGGERTY 477-9203 07/26/2005 04 09 PM JLIERLY ---------------------------- part1al wall 1nspect1on BUILDING FOUNDATION FOOTING FOOTING INSPECTION 08/04/2005 08 52 AM PBARTHOL JOHN 477-9203 08/09/2005 01 38 PM JLIERLY ---------------------------- 1nspect1on competed by pb/)ll BUILDING FOUNDATION WALL FOUNDATION WALL 08/08/2005 04 19 PM PBARTHOL JOHN 477-9203 *** PM INSPECTION 08/11/2005 08 52 AM JLIERLY ---------------------------- BUILDING FOUNDATION WALL MATT 477-1063 09/12/2005 04 09 PM JLIERLY ---------------------------- wrong address was called 1n BUILDING FRAMING 10/04/2005 04:53 PM PBARTHOL JOHN 417-6331 10/05/2005 04:32 PM JLIERLY ---------------------------- consult on fram1ng/draft stop BUILDING FRAMING TIME: 17:00 11/15/2005 08:19 AM PBARTHOL --------------------------- JOHN 461-6331 ************CALL 1ST SO HE CAN MEET YOU THERE************** 11/15/2005 05:04 PM PBARTHOL --------------------------- not ready for frame consult/)ll BUILDING AIR SEAL 11/17/2005 04:08 PM DYASUMUR JOHN 461-6331 CALL FIRST, ON JOB AT 616 E 6TH STREET 11/18/2005 OS-OS PM JLIERLY ---------------------------- frame a1r seal ok/)ll BUILDING INSULATION 11/21/2005 01 47 PM PBARTHOL JOHN 461-6331 CALL - BUILDING IS LOCKED 11/22/2005 03 45 PM PBARTHOL --------------------------- BUILDING FINAL 03/28/2006 01 30 PM SROBERDS JOHN & 461-6331 ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- ~ Lt~t PREPARED 11/22/05, 13 28 11 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 5 11/22/05 ADDRESS CONTRACTOR OWNER PARCEL _ APPL NUMBER 808 S CHASE ST ANDERSON HOMES LLC GNL DEVELOPMENT GP 06-30-00-0-2-6900-0000- 05-00000409 RES NEW MULTI 5+ FAMILY SUBDIV PHONE (360) 452-4641 PHONE: (360) 452-7861 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLl 01 7/19/05 JLL 7/19/05 AP BI2 01 7/26/05 JLL 7/26/05 AP BLl 02 8/05/05 JLL 8/09/05 AP BI2 02 8/09/05 JLL 8/11/05 AP BI2 03 9/12/05 JLL 9/12/05 CA BL3 01 10/05/05 JLL 10/05/05 DA BL3 02 11/15/05 JLL 11/15/05 DA BAIR 01 11/18/05 JLL 11/18/05 AP BLI 01 f/JJfr .~LL / 4 =fff2 BUILDING FOUNDATION FOOTING 07/18/2005 04 42 PM DYASUMUR JOHN 452-6547 07/19/2005 03 06 PM JLIERLY ---------------------------- 2 - 20' ground rod 1n south end of foot1ng/]11 BUILDING FOUNDATION WALL 07/26/2005 01 44 PM DYASUMUR JOHN HAGGERTY 477-9203 07/26/2005 04 09 PM JLIERLY ---------------------------- part1al wall 1nspect1on BUILDING FOUNDATION FOOTING FOOTING INSPECTION 08/04/2005 08 52 AM PBARTHOL JOHN 477-9203 08/09/2005 01.38 PM JLIERLY ---------------------------- 1nspect1on competed by pb/]ll BUILDING FOUNDATION WALL FOUNDATION WALL 08/08/2005 04'19 PM PBARTHOL JOHN 477-9203 *** PM INSPECTION 08/11/2005 08 52 AM JLIERLY ---------------------------- BUILDING FOUNDATION WALL MATT 477-1063 09/12/2005 04 09 PM JLIERLY ---------------------------- wrong address was called 1n BUILDING FRAMING 10/04/2005 04 53 PM PBARTHOL JOHN 417-6331 10/05/2005 04 32 PM JLIERLY ---------------------------- consult on fram1ng/draft stop BUILDING FRAMING TIME- 17:00 11/15/2005 08 19 AM PBARTHOL --------------------------- JOHN 461-6331 ************CALL 1ST SO HE CAN MEET YOU THERE************** 11/15/2005 05:04 PM PBARTHOL --------------------------- not ready for frame consult/]ll BUILDING AIR SEAL 11/17/2005 04.08 PM DYASUMUR JOHN 461-6331 CALL FIRST, ON JOB AT 616 E 6TH STREET 11/18/2005 05 05 PM JLIERLY ---------------------------- frame a1r seal ok/]ll BUILDING INSULATION 11/21/2005 01-47 PM PBARTHOL JOHN 461-6331 CALL - BUILDING IS LOCKED PERMIT: ELNR 00 ELECTRICAL NEW RESIDENTIAL SUB SHAMP ELECTRICAL CONTRACTING REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS (360)452-1689 PREPARED 11/18/05, 13.37 01 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 3 11/18/05 808 S CHASE ST ANDERSON HOMES LLC GNL DEVELOPMENT GP 06-30-00-0-2-6900-0000- 05-00000409 RES NEW MULTI 5+ FAMILY (360) 452-4641 (360) 452-7861 SUBDIV PHONE PHONE PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 7/19/05 JLL 7/19/05 AP BI2 01 7/26/05 JLL 7/26/05 AP BL1 02 8/05/05 JLL 8/09/05 AP BI2 02 8/09/05 JLL 8/11/05 AP BI2 03 9/12/05 JLL 9/12/05 CA BL3 01 10/05/05 JLL 10/05/05 DA BL3 02 11/15/05 JLL 11/15/05 DA BAIR 01 ~~ BUILDING FOUNDATION FOOTING 07/18/2005 04.42 PM DYASUMUR JOHN 452-6547 07/19/2005 03.06 PM JLIERLY ---------------------------- 2 - 20' ground rod 1n south end of foot1ng/)11 BUILDING FOUNDATION WALL 07/26/2005 01 44 PM DYASUMUR JOHN HAGGERTY 477-9203 07/26/2005 04 09 PM JLIERLY ---------------------------- part1al wall 1nspect1on BUILDING FOUNDATION FOOTING FOOTING INSPECTION 08/04/2005 08 52 AM PBARTHOL JOHN 477-9203 08/09/2005 01:38 PM JLIERLY ---------------------------- 1nspect1on competed by pb/)ll BUILDING FOUNDATION WALL FOUNDATION WALL 08/08/2005 04 19 PM PBARTHOL JOHN 477-9203 *** PM INSPECTION 08/11/2005 08 52 AM JLIERLY ---------------------------- BUILDING FOUNDATION WALL MATT 477-1063 09/12/2005 04 09 PM JLIERLY ---------------------------- wrong address was called 1n BUILDING FRAMING 10/04/2005 04 53 PM PBARTHOL JOHN 417-6331 10/05/2005 04.32 PM JLIERLY ---------------------------- consult on fram1ng/draft stop BUILDING FRAMING TIME 17.00 11/15/2005 08.19 AM PBARTHOL --------------------------- JOHN 461-6331 ************CALL 1ST SO HE CAN MEET YOU THERE************** 11/15/2005 05 04 PM PBARTHOL --------------------------- not ready for frame consult/Jll BUILDING AIR SEAL 11/17/2005 04 08 PM DYASUMUR JOHN 461-6331 CALL FIRST, ON JOB AT 616 E 6TH STREET -------------------------------------- COMMENTS AND NOTES -------------------------------------- ~ /: r~e PREPARED II/IS/OS, 12 2S 38 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 8 11/1S/0S 808 S CHASE ST ANDERSON HOMES LLC GNL DEVELOPMENT GP 06-30-00-0-2-6900-0000- OS-00000409 RES NEW MULTI S+ FAMILY (360) 4S2-4641 (360) 4S2-7861 SUBDIV PHONE PHONE PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 7/19/0S JLL 7/19/0S AP BI2 01 7/26/0S JLL 7/26/0S AP BL1 02 8/0S/0S JLL 8/09/0S AP BI2 02 8/09/0S 8/11/0S JLL AP BI2 03 9/12/0S JLL 9/12/0S CA BL3 01 10/0S/0S JLL 10/05/0S DA BL3 02 ~\ -/J1L BUILDING FOUNDATION FOOTING 07/18/2005 04 42 PM DYASUMUR JOHN 4S2-6547 07/19/2005 03 06 PM JLIERLY ---------------------------- 2 - 20' ground rod 1n south end of foot1ng/]11 BUILDING FOUNDATION WALL 07/26/2005 01 44 PM DYASUMUR JOHN HAGGERTY 477-9203 07/26/2005 04 09 PM JLIERLY ---------------------------- part1a1 wall 1nspect1on BUILDING FOUNDATION FOOTING FOOTING INSPECTION 08/04/2005 08.S2 AM PBARTHOL JOHN 477-9203 08/09/2005 01.38 PM JLIERLY ---------------------------- 1nspect1on competed by pb/]ll BUILDING FOUNDATION WALL FOUNDATION WALL 08/08/2005 04 19 PM PBARTHOL JOHN 477-9203 *** PM INSPECTION 08/11/200S 08 52 AM JLIERLY ---------------------------- BUILDING FOUNDATION WALL MATT 477-1063 09/12/2005 04 09 PM JLIERLY ---------------------------- wrong address was called 1n BUILDING FRAMING 10/04/2005 04 S3 PM PBARTHOL JOHN 417-6331 10/05/200S 04 32 PM JLIERLY ---------------------------- consult on fram1ng/draft stop BUILDING FRAMING TIME 17:00 11/15/200S 08 19 AM PBARTHOL --------------------------- JOHN 461-6331 ************CALL 1ST SO HE CAN MEET YOU THERE************** . - - - - nn - - - - - - - . - -. - - - - - - - - - - - - - - - ~l~~~;;:Oij - ~;;- - - - ~=/~ / - -- H d 'p ~ lei- ~7 1z5e>>[! WhelP Co.--t [ Q. {-e- PREPARED 10/07/05, 12 44 37 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 7 10/07/05 808 S CHASE ST ANDERSON HOMES LLC GNL DEVELOPMENT GP 06-30-00-0-2-6900-0000- 05-00000409 RES NEW MULTI 5+ FAMILY SUBDIV PHONE (360) 452-4641 PHONE' (360) 452-7861 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 7/19/05 JLL 7/19/05 AP BI2 01 7/26/05 JLL \ 7/26/05 AP BL1 02 8/05/05 JLL 8/09/05 AP BI2 02 8/09/05 8/11/05 JLL AP BI2 03 9/12/05 9/12/05 JLL CA BL3 01 10/05/05 10/05/05 JLL DA BUILDING FOUNDATION FOOTING 07/18/2005 04 42 PM DYASUMUR JOHN 452-6547 07/19/2005 03 06 PM JLIERLY ---------------------------- 2 - 20' ground rod In south end of footlng/Jll BUILDING FOUNDATION WALL 07/26/2005 01 44 PM DYASUMUR JOHN HAGGERTY 477-9203 07/26/2005 04 09 PM JLIERLY ---------------------------- partlal wall lnspectlon BUILDING FOUNDATION FOOTING FOOTING INSPECTION 08/04/2005 08 52 AM PBARTHOL JOHN 477-9203 08/09/2005 01 38 PM JLIERLY ---------------------------- lnspectlon competed by pb/Jll BUILDING FOUNDATION WALL FOUNDATION WALL 08/08/2005 04 19 PM PBARTHOL JOHN 477-9203 *** PM INSPECTION 08/11/2005 08:52 AM JLIERLY ---------------------------- BUILDING FOUNDATION WALL MATT 477-1063 09/12/2005 04'09 PM JLIERLY ---------------------------- wrong address was called In BUILDING FRAMING 10/04/2005 04'53 PM PBARTHOL JOHN 417-6331 10/05/2005 04 32 PM JLIERLY ---------------------------- consult on frarnlng/draft stop PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL6 8/30/05 JLL 8/30/05 AP 01 PL2 ~~ 01 PERMIT: RW 00 RIGHT OF WAY REQUESTED INSP TYP/SQ COMPLETED RESULT PW4 01 8/31/05 8/31/05 DWM AP PLUMBING WATER SUPPLY 08/29/2005 03 32 PM DON 08/30/2005 04 32 PLUMBING ROUGH-IN 10/06/2005 03 55 JOHN 417-6331 TIME 17:00 PBARTHOL PM JLIERLY ---------------------------- TIME: 17 00 PM PBARTHOL DESCRIPTION RESULTS/COMMENTS PUBLIC WORKS STORM 09/01/2005 09 29 AM RVESS ------------------------------ 09/01/2005 09 30 AM RVESS ------------------------------ PERMIT: SSHU 00 SANITARY SEWER HOOK UP PREPARED 10/05/05, 13:42:28 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 8 10/05/05 808 S CHASE ST ANDERSON HOMES LLC GNL DEVELOPMENT GP 06-30-00-0-2-6900-0000- 05-00000409 RES NEW MULTI 5+ FAMILY 7/19/05 7/19/05 7/26/05 7/26/05 8/05/05 8/09/05 8/09/05 8/11/05 9/12/05 9/12/05 10/05/05 ~16r- 8/30/05 8/30/05 8/31/05 8/31/05 JLL AP JLL AP JLL AP JLL AP JLL CA JLL {J/1 JLL AP PERMIT: RW 00 RIGHT OF WAY REQUESTED INSP TYP/SQ COMPLETED RESULT DWM AP SUBDIV PHONE (360) 452-4641 PHONE: (360) 452-7861 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BUILDING FOUNDATION FOOTING 07/18/2005 04:42 PM DYASUMUR JOHN 452-6547 07/19/2005 03 06 PM JLIERLY ---------------------------- 2 - 20' ground rod 1n south end of footing/)ll BUILDING FOUNDATION WALL 07/26/2005 01 44 PM DYASUMUR JOHN HAGGERTY 477-9203 07/26/2005 04 09 PM JLIERLY ---------------------------- part1al wall 1nspect1on BUILDING FOUNDATION FOOTING FOOTING INSPECTION 08/04/2005 08:52 AM PBARTHOL JOHN 477-9203 08/09/2005 01:38 PM JLIERLY ---------------------------- 1nspect1on competed by pb/)ll BUILDING FOUNDATION WALL FOUNDATION WALL 08/08/2005 04 19 PM PBARTHOL JOHN 477-9203 *** PM INSPECTION 08/11/2005 08 52 AM JLIERLY ---------------------------- BUILDING FOUNDATION WALL MATT 477-1063 09/12/2005 04:09 PM JLIERLY ---------------------------- wrong address was called 1n BUILDING FRAMING 10/04/2005 04:53 PM PBARTHOL JOHN 417-6331 usP -,- kO <! l' <~ tl~ 1 c( BL1 01 BI2 01 BL1 02 BI2 02 BI2 03 BL3 01 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL6 01 PW4 01 PLUMBING WATER SUPPLY TIME: 17:00 08/29/2005 03 32 PM PBARTHOL DON 08/30/2005 04:32 PM JLIERLY ---------------------------- DESCRIPTION RESULTS/COMMENTS PUBLIC WORKS STORM 09/01/2005 09 29 AM RVESS ------------------------------ 09/01/2005 09:30 AM RVESS ------------------------------ PERMIT: SSHU 00 SANITARY SEWER HOOK UP REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 9/12/05, 12 34 17 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 2 9/12/05 808 S CHASE ST ANDERSON HOMES LLC GNL DEVELOPMENT GP 06-30-00-0-2-6900-0000- 05-00000409 RES NEW MULTI 5+ FAMILY (360) 452-4641 (360) 452-7861 SUBDIV PHONE PHONE PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 7/19/05 JLL 7/19/05 AP BI2 01 7/26/05 JLL 7/26/05 AP BL1 02 8/05/05 JLL 8/09/05 AP BI2 8/09/05 8/11/05 JLL AP 02 BUILDING FOUNDATION FOOTING 07/18/2005 04-42 PM DYASUMUR JOHN 452-6547 07/19/2005 03-06 PM JLIERLY ---------------------------- 2 - 20' ground rod In south end of footlng/]ll BUILDING FOUNDATION WALL 07/26/2005 01 44 PM DYASUMUR JOHN HAGGERTY 477-9203 07/26/2005 04 09 PM JLIERLY ---------------------------- partlal wall lnspectlon BUILDING FOUNDATION FOOTING FOOTING INSPECTION 08/04/2005 08 52 AM PBARTHOL JOHN 477-9203 08/09/2005 01 38 PM JLIERLY ---------------------------- lnspectlon competed by pb/]ll BUILDING FOUNDATION WALL FOUNDATION WALL 08/08/2005 04 19 PM PBARTHOL JOHN 477-9203 *** PM INSPECTION 08/11/2005 08_52 AM JLIERLY ---------------------------- BUILDING FOUNDATION WALL MATT 477-1063 BI2 03 4n2~~ JLL ~~A -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 8/30/05, 12,38,31 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 808 S CHASE ST ANDERSON HOMES LLC GNL DEVELOPMENT GP 06-30-00-0-2-6900-0000- 05-00000409 RES NEW MULTI 5+ FAMILY (360) 452-4641 (360) 452-7861 SUBDIV PHONE PHONE PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL6 ~if- 01 PLUMBING WATER SUPPLY 08/29/2005 03 32 PM DON TIME 17.00 PBARTHOL PAGE DATE 4 8/30/05 COMMENTS AND NOTES -------------------------------------- PREPARED 7/19/05, 12 33 17 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY 232 E 8TH ST ANDERSON HOMES LLC GNL DEVELOPMENT GP 06-30-00-0-2-6900-0000- 05-00000409 RES NEW MULTI SUBDIV PHONE PHONE (360) 452-4641 (360) 452-7861 5+ FAMILY ;~~~~-~PR 00 BUILDING ~~IT ~E~;~~~~AL REQUESTED R~~ULT RESULTS/COMMENTS _________ TYP/SQ COMPLETED ________ ---------- --~~~~~~~;-FOUNDATION FOOTING BL1 01 :1{(l~Of ,.,r-C:..o- 07/18/2005 04 42 PM DYASUMUR ~~ - I JOHN 452-6547 COMMENTS AND NOTES --------- n~~ ADDr'2t:>~ PAGE DATE IS 8o~ .s c~~~ CJA 4-LL b ~ J... ~'/ \2- -h:> \J~~> 3 7/19/05 ~c: S8-..~ ~DDtl&-c~ 5o~ Lo+ Q.S tj".~ JI( PREPARED 8/09/05, 13 28.02 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . APPL NUMBER INSPECTION TICKET INSPECTOR: JAMES L LIERLY 808 S CHASE ST ANDERSON HOMES LLC GNL DEVELOPMENT GP 06-30-00-0-2-6900-0000- 05-00000409 RES NEW MULTI 5+ FAMILY PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 7/19/05 JLL 7/19/05 AP BI2 01 7/26/05 JLL 7/26/05 AP BL~r ~$- BI2 02 8/09/05 JLL Jl( , ~ SUBDIV PHONE PHONE (360) 452-4641 (360) 452-7861 PAGE DATE 4 8/09/05 BUILDING FOUNDATION FOOTING 07/18/2005 04 42 PM DYASUMUR JOHN 452-6547 07/19/2005 03 06 PM JLIERLY ---------------------------- 2 - 20' ground rod 1n south end of foot1ng/)11 BUILDING FOUNDATION WALL 07/26/2005 01 44 PM DYASUMUR JOHN HAGGERTY 477-9203 07/26/2005 04 09 PM JLIERLY ---------------------------- part1al wall 1nspect1on BUILDING FOUNDATION FOOTING FOOTING INSPECTION 08/04/2005 08 52 AM PBARTHOL JOHN 477-9203 BUILDING FOUNDATION WALL FOUNDATION WALL 08/08/2005 04 19 PM PBARTHOL JOHN 477-9203 *** PM INSPECTION -------------------------------------- COMMENTS AND NOTES -------------------------------------- DORT ^-NGEL;EIS F- ,.rr.. ~~- CCO[p1f J WAS H I Nt G TON, U. S. A. , PUBL,IC WORKS & UTILITIES DEPARTMENT May 2, 2005 Rick Anderson G/O LBR Construction 619 So. Peabody Street, Ste. H Port Angeles, W A. 98362 Subject: 800 S. Chase Street - New Service , Job# 9930' Dear Rick: J The estimated cost of labor and materials supplied by the City to provide electric , service for your property is $ 2,600.00. This estimate was based on the data you provided and is subject to review. The quote is good for 180 days. ~ CO. The owner/contractor will be responsible for the following: CJ) 1) All required permits. (Trenching in the R1W, Building, Electrical, etc.) 2) Payment of $ 2,600.00. 1 ~ (fi '\ Th.e City will be responsible for the following: 1) Providing and setting the pole. 2)_ Providing and installing the transformers and meters. 3) Providing and installing the service wires. Because this is a commercial construction, the Electric Service Connection Fee does not apply. 321 EAST FIFTH STREET · P -0. BOX 1150 · PORT ANGELES, WA 98362-0217 PHON E 360-417-4805. FAX 360-417-4542. TTY 360-417-4645 E-MAIL: publlcworks@cltyofpa us .~. fr' .'- ,- .-. , " . '. ! , 1 . If the actual cost of construction exceeds the estimated amount, there will be no , , " ftJrther billing. If the actual cost is less than the estimate, the difference will be refunded to you. I Rayment of the estimated amount will authorize the City to schedule the work. If y;ou have any questions or concerns, feel free to contact me. , Jo n G. Hebner Electrical Engineering Specialist ihebner@citvofoa.us 360.417.4706 I Cc: James Harper, Electrical Engineering Manager I AI Oman, Electrical Inspector I Roger Vess: Pennit Tech Attachments: 2 Ref: WF36054/01 :-- -' ~" , 'I , BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY Date Rec. 5" -Z~ -oS- permlt#:~ ~ Date Approved.~ J~ \01" S. Date Issued. www.cityofpa.us Print out form and fill out COMPLETELY in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. Questions? Call: PERMITS (360) 417-4815 Fax (360) 417-4711 Applicant or Agent:~rW ~E:D rs++ Phone: fSZ- 1'/:,11 Owner: ~NL- 'DE.VELOPMtNTS Phone:---=rS2-18bf Address: If{ E. l+h S'T. city:~.pT A1J6/b:bS ZIp: 183.62- Architect/Engineer: t3fi1:lJ .p:.e;p ISf}- Phone: 1S 2 --tJ,~ I Contractor ~(b ~l\J f..hsvu6S State License #: ANI)tp.Rti7ttJ Exp: 1'2':3 -a 6 Phone: 1>2 -1-.6LfI Address: biB 5, fEA"f>otY1 S'T. it- H City: 'Fop'r Ll5,4A1GlteS/ [vA- Zip: (1'8 3I 2- PROJECT ADDRESS: '2..32 (: $'!:~._ Apt A - N- ZONING: csb LEGAL DESCRIPTION: Lot: t..f 2- Block: '2-6'1 Subdivision: CLALLAM COUNTY PARCEL NUMBER: Cb3D~~ 26.<fO~ Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: o Residential .111' New Constr. 0 Re-roof ~Multl-famlly 0 Addition 0 Move o CommercIal 0 Remodel 0 Demolition o Repair 0 Sign 0 Other BRIEF DESCRIPTION OF THE PROJECT: '8UILbIlJ.6t. COMMERCIAL/RESIDENTIAL: Occupancy Group:Y - ~ Occupant Load: No. of Stories: '2- Lot Size: /31, tJCJO Existing Sq. Ft. rP & Proposed Sq. Ft. T~tallot coverage '7.1, T7 % City: Exp. Date: SIZENALUATION: o Stove iA32 SF. @ $ b~ ~ 15' /SF. = $50?,.L{ZZ . ~ o Garage 3.3r:. SF. @ $ 12 co /SF. = $ l.{{)sZ ~ o Deck SF. @ $ /SF = $ t: TOTAL VALUATION $ ~C:X04~'-t.f.~ NEW CONSTflaCTfOfJ. t3~C4N(T A-'FAf0""'UfEJ\rT . ConstructIOn Type: \J 13 ;t(/lbb = TOTAL Sq. Ft. '1/1J:,6 APPRO V ALS: PLAN: BLDG: DPWU: FIRE: OTHER: PLANNING USE ONLY: ESA/Wetland(s): 0 Yes 0 No SEPA Checkhst reqUIred? 0 Yes 0 No Other. BUILDING PERMIT APPLICATION SUBMITTAL: The BUlldmg Division can provide you WIth information on the apphcatlOn and plan submIttal requlTements If you have questIOns. V ALUA TION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the apphcant. 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 buildmg permit apphcatlOn and construction plans are submitted. All other permit fees are due at the hme 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 hme for action by the applicant up to 180 days upon written request by the apphcant (see Section RI 05.3.2 of the InternatIOnal BuildingIResidential 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 It IS my responsibility to d_etermme what permIts are reqUIred, not the City'S, and that I must obtain such permIts prior to work. www.cltyofpa.us APPlicant.b ({J Date: t'35- 2~ -C' 5 .~~..{~r~:~ \~~~[~ f- t,F":':-- - "'7'";i 'J' . Wi. " , Prescriptive Approach - Simple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 Site Information Building Department Use Only Lot: .\ .J-- -z. \:3 L6C~ '2-bC{ Permit #. Address' , Notes. AtvGz6L&S Zip: cr 83 {,2.. 'f. ((jr- ~erz SOI\.l 4:5'2-.-1-1,4') Clty:~T State. f.JJlt- Contact. Phone Phone 2 .: Fax: - _'1" _'''i'' - ~ ~ - - ,~, '= (UnllImte G azmg bon ny Glazmg Glazmg U-Factor Door9 Wall Wall Wall Slab4 OptIOn Area IO U- Ceiling2 Vaulted Above Int4 Ext4 Floors On % of Floor VertIcal Overhead 11 factor CeIling3 Grade Below Below Grade Grade Grade ill UnlimIted ) Group R-3 040 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Occupancy Only Table 6-1 PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 dl' O' 01) See the code text for footnote references This project complies with the following: ./ The project is a single family residence or duplex ./ The project IS wood frame OR all of the insulation IS Intenor or extenor of the framing ./ All building components meet the requirements listed In Table 6-1, Option III ./ The project Will meet all other provIsions of the WSEC and VIAQ The project will take advantage of the following exceptions to the prescriptive option -' )Zf 6026 Exception 1 One door, that IS 24 ft.2 or less, that does not meet the standards IS allowed. Location of the door taking thiS exception o 6026 Exception 2 Doors with a U-factor of 0 40 allowed without calculations, Option III only Location of the door(s) taking thiS exception Copynght 2002, WSUCEEP02-056 Copied by permisSion from the Washington State University ExtenSion Energy Program Prescnptlve - Simple Form - Climate Zone 1 7/26/2004 -.., / I I ( I City ~f Port Angeles Community Developement (Building Division) 321 E 5th St Port Angeles, Washington 98362 360-417-4815/ Fax 417-4711 I1lt "/~ - ~ Plan analysis based on the 2003 International Building Code Project Number: 05-409 Project Name: CITY PLACE APARTMENTS Address: 232 E 8TH STREET Date: June 16, 2005 Occupancy: R-2-R-2 Construction: V-B:V-B Contractor: ANDERSON HOMES Architect: TBA Engineer: ZENOVIC Report By: JIM LIERLY NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by IHS Global 800-854-7179 The following analysis is for building section # 1 SPRINKLER SYSTEM: NFPA 13 sprinkler system throughout the building Sprinkler system used to increase the allowable area and height. -- Sec. 504.2 and 506.3 FRONTAGE INCREASE: Perimeter of the entire building = 272 feet. Perimeter which fronts a public way or accessible open space Minimum width of public way or accessible open space = 35 Allowable area increased 0.0% for frontage increase. Sec. 506.2 NOTE: Limit in Section 506.2.1 used. 3 feet. FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 2 Apartments R-2 ok 1035 21000 0.05 ok TOTAL FOR FLOOR 1035 21000 0.05 ok 1 Apartments R-2 ok 1035 21000 0.05 ok TOTAL FOR FLOOR 1035 21000 0.05 ok BUILDING TOTAL 2070 42000 0.05 ok - - Sec. 503, 504, 506 and Table 503 The actual height of this building is 26.0 feet. The maximum height of this building is 60.0 feet. -- Table 503 and Sec. 504.2 ... .. Page # 2 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET PROPERTY DESCRIPTION: North Side has a public way. - Distance to public way = 25.0 ,width = 35.0 Exterior wall rating based on distance to center line of public way. -- Sec. 702.1 FIRE SEPARATION DISTANCE East Side has a public way. - Distance to public way = 47.0 ,width = 35.0 Exterior wall rating based on distance to center line of public way. -- Sec. 702.1 FIRE SEPARATION DISTANCE South Side has a public way. - Distance to public way = 25.0 ,width = 10.0 Exterior wall rating based on distance to center line of public way. -- Sec. 702.1 FIRE SEPARATION DISTANCE West Side has a property line. - Distance to property line = 7.0 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 R-2 BRG WALL O-hr NORTH NON OPNG% BRG UP/PR O-hr NL/NL BRG WALL O-hr EAST NON BRG O-hr OPNG% UP/PR NL/NL BRG WALL O-hr SOUTH NON OPNG% BRG UP/PR O-hr NL/NL WEST BRG NON OPNG% WALL BRG UP/PR 1-hr*1-hr*25/25 OCC The exterior walls may be of COMBUSTIBLE material. -- Sec. 602.5 Exterior walls are required to be fire-rated for exposure to fire: 1. From Both sides when fire separation is 5 feet or less. 2. On the interior side only when separation is greater than 5 feet. -- Sec. 704.5 Then maximum percent of area of unprotected opening has been adjusted for an automatic sprinkler system. -- Sec. 704.8.1 up/pr = Maximum percent of openings in the exterior wall. Table 704.8 up - The maximum percent if all openings are unprotected. pr - The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704.8 Openings in 1hr walls are required to be protected with 3/4 hour assemblies. -- Sec. 704.12 and Sec. 715.4 Openings in walls required to be greater than 1hr are required protected with 1 1/2 hour assemblies. -- Sec. 715.4 NL No fire protection requirements for openings. NP Openings are not permitted in this wall. .J .. Page # 3 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET Note: Unlimited unprotected openings are allowed in walls not required to fire-resistant. -- Table 704.8, Note: g. * - These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches. -- Sec. 704.11 Exception 1: A parapet wall is not required when the wall is not required to be fire-resistive. Exception 4: A parapet wall is not required on 1-hour fire-resistive exterior walls provided: 4.1 Where roof/ceiling framing are parallel to the wall, framing and support shall be not less than 1-hour fire-resistive for a minimum width of 4 feet from the inside of the exterior wall. 4.2 Where roof/ceiling framing are not parallel to the wall, the entire span of framing and support shall be not less than 1-hour fire-resistive. 4.3 Openings in the roof shall not be located within 5 feet of the exterior wall. 4.4 The entire building shall be provided with not less than a Class B roof covering. FIRE RESISTANCE RATINGS MATERIAL Any Any Any Any Any Any Any FOR BUILDING RATING o hour o hour o hour 1 hour o hour o hour None ELEMENTS -- Table 601 NOTES ELEMENT Structural Frame Interior Bearing wall Interior nonbrg wall Shaft Enclosure Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs Note 1 NOTES: 1. Fire resistance rating for shafts based on Section 707.4 NOTE: See Section 707.2 for shaft enclosure exceptions. ~ Page # 4 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET SHAFT REQUIREMENTS: Openings other than those necessary for the purpose of the shaft shall not be permitted. -- Sec. 707.7.1 Penetrations other than those necessary for the purpose of the shaft shall not be permitted. -- Sec. 707.8.1 Shafts that do not extend to the bottom of the building shall: 1. Be enclosed at the lowest level with the same fire-resistance rating as the lowest floor but not less than the rating of the shaft enclosurej or 2. Terminate in a room having a use related to the purpose of the shaft. The room and openings shall have a fire-resistance rating at least equal to the shaft enclosurej or 3. Be protected by approved fire dampers installed at the lowest floor level within the shaft enclosure. Sec. 707.11 PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES -- Sec. 712 WALLS ASSEMBLIES -- Sec. 712.3 Through penetrations of walls: 1. Penetrations shall be installed as tested in the fire resistance rated assembly. -- Sec. 712.3.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. - ~ Page # 5 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET Membrane penetrations of walls: The requirements are the same as for through penetrations. -- Sec. 712.3.2 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 712.4 Through penetrations of fire-resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. -- Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. -- Sec. 712.4.1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire-resistive horizontal assemblies: The requirements are the same as for through penetrations. -- Sec. 712.4.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire- assemblies. 3. Sprinklers with metal escutcheon plates. Page # 6 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET DUCTS AND AIR TRANSFER OPENINGS -- Sec. 716 Dampers shall be accessible for inspection and servicing. 716.4 Where required. -- Sec. 716.5 1. Fire walls. -- Sec. 716.5.1 2. Fire barriers -- Sec. 716.5.2 See exceptions 3. Shaft enclosures -- Sec. 716.5.3 See exceptions 4. Fire partitions -- Sec. 715.5.4 See exceptions 5. Smoke barriers -- Sec. 715.5.5 (smoke damper) See exceptions OCCUPANCY SEPARATIONS -- Sec. 302.3.2 and Table 302.3.2 No occupancy separations required. SEPARATION OF INCIDENTAL USE AREAS -- Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU per hour input -- Smoke barrier -- Sec. 302.1.1.1 Rooms with any boiler over 15 psi and 10 horsepower -- Smoke barrier -- Sec. 302.1.1.1 Refrigerant machinery rooms -- Smoke barrier -- Sec. 302.1.1.1 Incinerator rooms -- 2 hours and an automatic sprinkler system Laundry rooms over 100 square feet Smoke barrier -- Sec. 302.1.1.1 Storage rooms over 100 square feet Smoke barrier -- Sec. 302.1.1.1 Waste and linen collection rooms over 100 square feet -- Smoke barrier -- Sec. 302.1.1.1 Dwelling units are required to be separated by a fire partition. -- Sec. 708.1 The minimum fire-resistance rating shall be 1/2 hour. -- Sec. 708.3 Exception 2 Openings in partitions are required to have a 1/3 hour rating. -- Table 715.3 Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. SECTION # 1 EXIT REQUIREMENTS: FL NAME NUMB OCC MIN MIN EXITS WIDTH PANIC CORRIDOR DOOR NOTES HDWR RATING SWING 2 Apartments TOTAL FOR FLOOR 5 5 1 2 0.8 1.0 No No N/A N/A N/R N/R 8 Page # 7 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET 1 Apartments TOTAL FOR FLOOR 5 5 1 2 0.8 0.8 No No N/A N/A N/R N/R 8 FOOTNOTES: 8. One exit is permitted when there is no more than 4 dwelling units sharing an exit. -- Table 1018.2, Note c. NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. -- Sec. 1003.6 EXIT SEPARATION In areas where 2 exits are required, the minimum separation is 1/3 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.-- Sec. 1014.2.1, Exception 2 Multiple means of egress shall be sized such that the loss of anyone means of egress shall not reduce the available capacity by more than 50 percent. -- Sec. 1005.1 EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign. Signs shall be placed where the exit or the path of egress travel is not immediately visible. No point to be more than 100 feet from an exit sign. -- Sec. 1011.1 Exception 1: Exit signs are not required in rooms or areas which require only one exit. Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. -- Sec. 1011.2 Exit sign shall be illuminated at all times including during loss of primary power. -- Sec. 1011.4 & Sec. 1011.5.3 ~ Page # 8 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. -- Sec. 1008.1.8.4 Exception 1: Bolt locks are permitted on doors not required for egress in dwelling units. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. -- Sec. 1008.1.8 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. Exception 4: Doors from individual dwelling or sleeping units of Group R occupancies having an occupant load of 10 or less are permitted to be equipped with a night latch, dead bolt or security chain, provided such devices are openable from the inside without the use of a key or tool. ADDITIONAL DOORS: Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. -- Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. -- Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. -- Sec. 1008.1.6 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. -- Sec. 1008.1.7 EMERGENCY ESCAPE AND RESCUE: Emergency escape and rescue openings are not required. -- Sec. 1025.1, Exception 1 ~ Page # 9 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET STAIR REQUIREMENTS: Dwelling stairs: Within individual dwelling units. 1. A stairway must be at least 36 inches wide. -- Sec. 1009.1, Exception 1 2. The maximum rise of a step is 7 3/4 inches and the minimum run is 10 inches. A nosing not less than 3/4 inches but not more than 1 1/4 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. -- Sec. 1009.3, Exception 5 3. Provide a handrail on at least one side of stairway. -- Sec. 1009.11, Exception 2 Handrail height, measured above stair tread nosing, shall be not less than 34 inches and not more than 38 inches. -- Sec. 1009.11.1 Stairways: 1. The riser heights shall not be less than 4 inches or greater than 7 inches. The minimum tread depth is 11 inches. -- Sec. 1009.3 The maximum variation is 3/8 inch between the largest and the smallest in a stairway flight. -- Sec. 1009.3 2. The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 50. -- Sec. 1009.1 Also, check exit table above to see if minimum width is greater than 44 inches. 3. Provide a handrail on each side of stairways. -- Sec. 1009.11 Handrail height, measured above stair tread nosing, shall be not less than 34 inches and not more than 38 inches. -- Sec. 1009.11.1 Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches and not greater than 2 inches or shall provide equivalent graspability. -- Sec. 1009.11.3 Handrail-gripping surfaces shall be continuous without interruption by newel post or other obstructions. -- Sec. 1009.11.4 Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight. Where handrails are not continuous between flights, the handrails shall extend horizontally at least 12 inches beyond the top riser top riser and continue to slope for the depth of one tread beyond the bottom riser. -- Sec. 1009.11.5 4. Open sides of walking surfaces which are located more than 30 inches above the floor or grade below are required to have a guard. -- Sec. 1012.1 5. The minimum height is 42 inches. -- Sec. 1012.2 Within individual dwelling units. Exception: Guards whose top rail also serves as a handrail shall have a height not less than 34 inches and not more than 38 inches measured vertically from the leading edge of the stair tread nosing. 6. Open guards shall have balusters or ornamental pattern such that a 4-inches diameter sphere cannot pass through any opening up to a height of 34 inches. From a height of 34 inches above the adjacent walking surface to 42 inches above the walking surface, a sphere 8 inches in diameter shall not pass. -- Sec. 1012.3 Exception 1. The triangular opening formed at the riser, tread and guardrail may be 6 inches. Page # 10 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET 7. The minimum headroom clearance is 80 inches (6 ft.- 8 inches.) measured vertically from a line connecting the edge of the nosing. Headroom shall be continuous to the point where the line intersects the landing below. The minimum clearance shall be maintained the full width of the stairway and landing. -- Sec. 1009.2 8. Enclosed usable space under the stairs is required to be protected by 1-hour fire-resistive construction or the fire-resistance rating of the stairway enclosure, whichever is greater. -- Sec. 1019.1.5 9. A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings. -- Sec. 1009.6 STAIRWAY ENCLOSURES: 1. Stairways are required to be in 1 hour fire resistive exit enclosures. -- Sec. 1019.1 Exception 4: Stairways that are not a required means of egress element only need to comply with shaft enclosure requirements in Section 707.2 See Exception 2 to shaft enclosures in Section 707.2 Exception 7 in Section 707.2, Not required if: 7.1 Does not connect more than two stories. 7.3 Is not concealed. 7.4 Is not open to a corridor in Group I and R. Exception 8: 50 percent of egress stairways serving one adjacent floor are not required to be enclosed, provided at least two means of egress are provided from both floors. Exception 9: Stairways serving on the first and second stories are not required to be enclosed, provided at least two means of egress are provided from both floors served by the unenclosed stairways. 2. The openings into the exit enclosure are required to be 1 hour fire assemblies. -- Table 715.3 Openings into enclosure are limited to those necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure. -- Sec. 1019.1.1 Doors shall be self-closing or automatic closing. -- Sec. 715.3.7 Page # 11 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET 3. Exit enclosure must discharge directly to the exterior of the building. -- Sec. 1023.1 Exception 1: 50 percent of the number and capacity may exit through areas on the level of discharge provided all of the following are met: 1.1 There is a free and unobstructed way to the exterior that is readily visible and identifiable form the exit enclosure. Exception 2: 50 percent of th~ number and capacity may exit through a vestibule provided all of the following are met: 2.2 The depth from the exterior of the building is not greater than 10 feet and the length is not greater than 30 feet. 2.3 The vestibule is separated from the remainder of the level of exit discharge by construction providing at least the equivalent of approved wired glass in steel frames. 2.4 The vestibule is used only for means of egress and exits directly to the outside. 4. The walls and soffits within enclosed usable spaces under stairways shall be protected by 1 hour fire resistant construction. Access to the enclosed usable space shall not be directly from within the stair enclosure. -- Sec. 1019.1.5 -- Sec. 1019.5 Page # 12 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E STH STREET RAMP REQUIREMENTS: 1. The minimum width is 44 inches. If a ramp serves an occupant load of 50 or less, it may be 36 inches wide. If the ramp is serving a high occupant load, check exit table above for required width. -- Sec. 1010.5.1 & 1016.2, Exception 2 2. If the ramp is part of the means of egress, the maximum slope is 1:12. All other ramps may have a slope of l:S or less. -- Sec. 1010.2 3. The rise for any ramp shall be 30 inches maximum. -- Sec. 1010.4 4. Landings shall be provided at the top, bottom, points of turning and at doors. -- Sec. 1010.6 Landings shall have a length of at least 5 feet in the direction of travel. -- Sec. 1010.6.3 Where changes in direction of travel occur at landings, the landing shall be 60 inches by 60 inches minimum. -- Sec. 1010.6.4 5. The surface shall of slip-resistant materials that are securely attached. -- Sec. 1010.7.1 6. Handrails shall be per stair requirements. -- Sec. 1010.S A rail shall be mounted below the handrail 17 to 19 inches above the ramp or landing surface. -- Sec. 1010.9.1 7. A curb or barrier shall be provided that prevents the passage of a 4-inch diameter sphere, where any portion of the sphere is within 4 inches of the floor or ground surface. -- Sec. 1010.9.2 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group R is 250 feet. -- Table 1015.1 BUILDING ACCESSIBILITY 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible. -- Sec. 1105.1 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. -- Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106.1 -- Sec. 1106.1 4. At least one accessible route shall connect each accessible level. -- Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. -- Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. -- Sec. 1109.5 Page # 13 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET Accessible dwelling units shall be provided in accordance with Table 1107.6.1.1 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. -- Table 1505.1 STANDPIPE AND HOSE SYSTEMS -- Sec. 905 Exception: Class I standpipes are allowed in buildings with an automatic sprinkler system. A standpipe system is not required. FIRE ALARM SYSTEM -- Sec. 907 If the building contains more than 16 dwelling units, a manual fire alarm system is required. -- Sec. 907.2.9, #3 Exception 1: A fire alarm system is not required where all dwelling units and contiguous attic and crawl spaces are separated from each other and the common areas by at least I-hour fire partitions and each dwelling unit has an exit directly to a public way, exit court or yard. Exception 2: Manual fire alarm boxes are not required when the following conditions are met: The notification appliances will activate upon sprinkler water flow, and At least one manual fire alarm box is installed at an approved location. Exception 3: An alarm system is not required in buildings without an interior corridor serving dwelling units and each unit has an egress door opening directly to an exterior exit access leading to an exit or are served by open-ended corridors designed in accordance with Section 1022.6, Exception 4 Single or multiple station smoke alarms shall be installed in corridor or area giving access to each rooms used for sleeping purposes, in sleeping rooms, and on each floor. -- Sec. 907.2.10.1.2 If the automatic sprinkler system is connected to building fire alarm system, automatic heat detection is not required. -- Sec. 907.2 Page # 14 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. -- Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. -- Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. -- Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. -- Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. -- Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where^unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. -- Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. -- Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated As per the 2003 Washington State Ventilation and Indoor Air Quality code. 4. New construction requires a whole house fan with a timer and windows with fresh air (ports) CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. -- Sec. 1208.2 Page # 15 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET WALL AND CEILING FINISH: 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. -- Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. -- Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. -- Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. -- Sec. 1210.1 6. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. -- Sec. 1210.2 INSULATION NOTES: 1. Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450. -- Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) 2. Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. -- Sec. 719.2.1 Foam plastic insulations are required to be protected. -- Sec. 2603 ADDITIONAL REQUIREMENTS: For R-2 occupancy Page # 16 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from ICC/ANSI Al17.1-1998 AND CHAPTER 11 OF THE 2003 INTERNATIONAL CODES WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. -- Sec. 602.4 2. Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. -- Sec. 602.5 3. Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 602.6 TOILET FACILITIES: 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. -- Sec. 603.2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 2. Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 16 to 18 in. Sec. 604.2 3. When the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. -- Sec. 604.3.1 4. When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. -- Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. -- Sec. 604.8.1.2 Page # 17 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. -- Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. -- Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 604.5.1 b. The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. -- Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. -- Sec. 606.3 9. Sinks shall be 6 1/2 inches deep maximum. -- Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. -- Sec. 603.3 The following analysis is for building section # 2 SPRINKLER SYSTEM: NFPA 13 sprinkler system throughout the building Sprinkler system used to increase the allowable area and height. -- Sec. 504.2 and 506.3 FRONTAGE INCREASE: Perimeter of the entire building = 272 feet. Perimeter which fronts a public way or accessible open space Minimum width of public way or accessible open space = 35 Allowable area increased 0.0% for frontage increase. -- Sec. 506.2 NOTE: Limit in Section 506.2.1 used. 3 feet. Page # 18 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 2 Apartments R-2 ok 1035 21000 0.05 ok TOTAL FOR FLOOR 1035 21000 0.05 ok 1 Apartments R-2 ok 1035 21000 0.05 ok TOTAL FOR FLOOR 1035 21000 0.05 ok BUILDING TOTAL 2070 42000 0.05 ok - - Sec. 503, 504, 506 and Table 503 The actual height of this building is 26.0 feet. The maximum height of this building is 60.0 feet. -- Table 503 and Sec. 504.2 PROPERTY DESCRIPTION: North Side has a public way. - Distance to public way = 25.0 ,width = 35.0 Exterior wall rating based on distance to center line of public way. -- Sec. 702.1 FIRE SEPARATION DISTANCE East Side has a public way. - Distance to public way = 47.0 ,width = 35.0 Exterior wall rating based on distance to center line of public way. -- Sec. 702.1 FIRE SEPARATION DISTANCE South Side has a public way. - Distance to public way = 25.0 ,width = 10.0 Exterior wall rating based on distance to center line of public way. -- Sec. 702.1 FIRE SEPARATION DISTANCE West Side has a property line. - Distance to property line = 7.0 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 OCC BRG WALL O-hr NORTH NON OPNG% BRG UP/PR O-hr NL/NL BRG WALL O-hr EAST NON BRG O-hr OPNG% UP/PR NL/NL BRG WALL O-hr SOUTH NON OPNG% BRG UP/PR O-hr NL/NL WEST BRG NON OPNG% WALL BRG UP/PR 1-hr*1-hr*25/25 R-2 The exterior walls may be of COMBUSTIBLE material. -- Sec. 602.5 Exterior walls are required to be fire-rated for exposure to fire: 1. From Both sides when fire separation is 5 feet or less. 2. On the interior side only when separation is greater than 5 feet. -- Sec. 704.5 Then maximum percent of area of unprotected opening has been adjusted for an automatic sprinkler system. -- Sec. 704.8.1 Page # 19 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET up/pr = Maximum percent of openings in the exterior wall. Table 704.8 up - The maximum percent if all openings are unprotected. pr - The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704.8 Openings in Ihr walls are required to be protected with 3/4 hour assemblies. -- Sec. 704.12 and Sec. 715.4 Openings in walls required to be greater than Ihr are required protected with 1 1/2 hour assemblies. -- Sec. 715.4 NL No fire protection requirements for openings. NP Openings are not permitted in this wall. Note: Unlimited unprotected openings are allowed in walls not required to fire-resistant. -- Table 704.8, Note: g. * These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches. -- Sec. 704.11 Exception 1: A parapet wall is not required when the wall is not required to be fire-resistive. Exception 4: A parapet wall is not required on I-hour fire-resistive exterior walls provided: 4.1 Where roof/ceiling framing are parallel to the wall, framing and support shall be not less than I-hour fire-resistive for a minimum width of 4 feet from the inside of the exterior wall. 4.2 Where roof/ceiling framing are not parallel to the wall, the entire span of framing and support shall be not less than I-hour fire-resistive. 4.3 Openings in the roof shall not be located within 5 feet of the exterior wall. 4.4 The entire building shall be provided with not less than a Class B roof covering. Page # 20 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET FIRE RESISTANCE RATINGS MATERIAL Any Any Any Any Any Any Any FOR BUILDING RATING o hour o hour o hour 1 hour o hour o hour None ELEMENTS -- Table 601 NOTES ELEMENT Structural Frame Interior Bearing wall Interior nonbrg wall Shaft Enclosure Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs Note 1 NOTES: 1. Fire resistance rating for shafts based on Section 707.4 NOTE: See Section 707.2 for shaft enclosure exceptions. SHAFT REQUIREMENTS: Openings other than those necessary for the purpose of the shaft shall not be permitted. -- Sec. 707.7.1 Penetrations other than those necessary for the purpose of the shaft shall not be permitted. -- Sec. 707.8.1 Shafts that do not extend to the bottom of the building shall: 1. Be enclosed at the lowest level with the same fire-resistance rating as the lowest floor but not less than the rating of the shaft enclosure; or 2. Terminate in a room having a use related to the purpose of the shaft. The room and openings shall have a fire-resistance rating at least equal to the shaft enclosure; or 3. Be protected by approved fire dampers installed at the lowest floor level within the shaft enclosure. Sec. 707.11 PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES -- Sec. 712 Page # 21 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET WALLS ASSEMBLIES -- Sec. 712.3 Through penetrations of walls: 1. Penetrations shall be installed as tested in the fire resistance rated assembly. -- Sec. 712.3.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Membrane penetrations of walls: The requirements are the same as for through penetrations. -- Sec. 712.3.2 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Page # 22 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 712.4 Through penetrations of fire-resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. -- Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. -- Sec. 712.4.1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire-resistive horizontal assemblies: The requirements are the same as for through penetrations. -- Sec. 712.4.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire- assemblies. 3. Sprinklers with metal escutcheon plates. DUCTS AND AIR TRANSFER OPENINGS -- Sec. 716 Dampers shall be accessible for inspection and servicing. 716.4 Where required. -- Sec. 716.5 1. Fire walls. -- Sec. 716.5.1 2. Fire barriers -- Sec. 716.5.2 See exceptions 3. Shaft enclosures -- Sec. 716.5.3 See exceptions 4. Fire partitions -- Sec. 715.5.4 See exceptions 5. Smoke barriers -- Sec. 715.5.5 (smoke damper) See exceptions Page # 23 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET OCCUPANCY SEPARATIONS -- Sec. 302.3.2 and Table 302.3.2 No occupancy separations required. SEPARATION OF INCIDENTAL USE AREAS -- Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU per hour input -- Smoke barrier -- Sec. 302.1.1.1 Rooms with any boiler over 15 psi and 10 horsepower -- Smoke barrier -- Sec. 302.1.1.1 Refrigerant machinery rooms -- Smoke barrier -- Sec. 302.1.1.1 Incinerator rooms -- 2 hours and an automatic sprinkler system Laundry rooms over 100 square feet Smoke barrier -- Sec. 302.1.1.1 Storage rooms over 100 square feet Smoke barrier -- Sec. 302.1.1.1 Waste and linen collection rooms over 100 square feet -- Smoke barrier -- Sec. 302.1.1.1 Dwelling units are required to be separated by a fire partition. -- Sec. 708.1 The minimum fire-resistance rating shall be 1/2 hour. -- Sec. 708.3 Exception 2 Openings in partitions are required to have a 1/3 hour rating. -- Table 715.3 Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. SECTION # 2 EXIT REQUIREMENTS: FL NAME NUMB OCC MIN MIN EXITS WIDTH PANIC CORRIDOR DOOR NOTES HDWR RATING SWING 2 Apartments TOTAL FOR FLOOR 5 5 1 2 0.8 1.0 No No N/A N/A N/R N/R 8 1 Apartments TOTAL FOR FLOOR 5 5 1 2 0.8 0.8 No No N/A N/A N/R N/R 8 FOOTNOTES: 8. One exit is permitted when there is no more than 4 dwelling units sharing an exit. -- Table 1018.2, Note c. Page # 24 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. -- Sec. 1003.6 EXIT SEPARATION In areas where 2 exits are required, the minimum separation is 1/3 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.-- Sec. 1014.2.1, Exception 2 Multiple means of egress shall be sized such that the loss of anyone means of egress shall not reduce the available capacity by more than 50 percent. -- Sec. 1005.1 EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign. Signs shall be placed where the exit or the path of egress travel is not immediately visible. No point to be more than 100 feet from an exit sign. -- Sec. 1011.1 Exception 1: Exit signs are not required in rooms or areas which require only one exit. Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. -- Sec. 1011.2 Exit sign shall be illuminated at all times including during loss of primary power. -- Sec. 1011.4 & Sec. 1011.5.3 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. -- Sec. 1008.1.8.4 Exception 1: Bolt locks are permitted on doors not required for egress in dwelling units. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. -- Sec. 1008.1.8 Page # 25 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. Exception 4: Doors from individual dwelling or sleeping units of Group R occupancies having an occupant load of 10 or less are permitted to be equipped with a night latch, dead bolt or security chain, provided such devices are openable from the inside without the use of a key or tool. ADDITIONAL DOORS: Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. -- Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. -- Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. -- Sec. 1008.1.6 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. -- Sec. 1008.1.7 EMERGENCY ESCAPE AND RESCUE: Emergency escape and rescue openings are not required. -- Sec. 1025.1, Exception 1 Page # 26 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET STAIR REQUIREMENTS: Dwelling stairs: Within individual dwelling units. 1. A stairway must be at least 36 inches wide. -- Sec. 1009.1, Exception 1 2. The maximum rise of a step is 7 3/4 inches and the minimum run is 10 inches. A nosing not less than 3/4 inches but not more than 1 1/4 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. -- Sec. 1009.3, Exception 5 3. Provide a handrail on at least one side of stairway. -- Sec. 1009.11, Exception 2 Handrail height, measured above stair tread nosing, shall be not less than 34 inches and not more than 38 inches. -- Sec. 1009.11.1 Stairways: 1. The riser heights shall not be less than 4 inches or greater than 7 inches. The minimum tread depth is 11 inches. -- Sec. 1009.3 The maximum variation is 3/8 inch between the largest and the smallest in a stairway flight. -- Sec. 1009.3 2. The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 50. -- Sec. 1009.1 Also, check exit table above to see if minimum width is greater than 44 inches. 3. Provide a handrail on each side of stairways. -- Sec. 1009.11 Handrail height, measured above stair tread nosing, shall be not less than 34 inches and not more than 38 inches. -- Sec. 1009.11.1 Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches and not greater than 2 inches or shall provide equivalent graspability. -- Sec. 1009.11.3 Handrail-gripping surfaces shall be continuous without interruption by newel post or other obstructions. -- Sec. 1009.11.4 Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight. Where handrails are not continuous between flights, the handrails shall extend horizontally at least 12 inches beyond the top riser top riser and continue to slope for the depth of one tread beyond the bottom riser. -- Sec. 1009.11.5 4. Open sides of walking surfaces which are located more than 30 inches above the floor or grade below are required to have a guard. -- Sec. 1012.1 5. The minimum height is 42 inches. -- Sec. 1012.2 Within individual dwelling units. Exception: Guards whose top rail also serves as a handrail shall have a height not less than 34 inches and not more than 38 inches measured vertically from the leading edge of the stair tread nosing. 6. Open guards shall have balusters or ornamental pattern such that a 4-inches diameter sphere cannot pass through any opening up to a height of 34 inches. From a height of 34 inches above the adjacent walking surface to 42 inches above the walking surface, a sphere 8 inches in diameter shall not pass. -- Sec. 1012.3 Exception 1. The triangular opening formed at the riser, tread and guardrail may be 6 inches. Page # 27 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET 7. The minimum headroom clearance is 80 inches (6 ft.- 8 inches.) measured vertically from a line connecting the edge of the nosing. Headroom shall be continuous to the point where the line intersects the landing below. The minimum clearance shall be maintained the full width of the stairway and landing. -- Sec. 1009.2 8. Enclosed usable space under the stairs is required to be protected by I-hour fire-resistive construction or the fire-resistance rating of the stairway enclosure, whichever is greater. -- Sec. 1019.1.5 9. A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings. -- Sec. 1009.6 STAIRWAY ENCLOSURES: 1. Stairways are required to be in 1 hour fire resistive exit enclosures. -- Sec. 1019.1 Exception 4: Stairways that are not a required means of egress element only need to comply with shaft enclosure requirements in Section 707.2 See Exception 2 to shaft enclosures in Section 707.2 Exception 7 in Section 707.2, Not required if: 7.1 Does not connect more than two stories. 7.3 Is not concealed. 7.4 Is not open to a corridor in Group I and R. Exception 8: 50 percent of egress stairways serving one adjacent floor are not required to be enclosed, provided at least two means of egress are provided from both floors. Exception 9: Stairways serving on the first and second stories are not required to be enclosed, provided at least two means of egress are provided from both floors served by the unenclosed stairways. 2. The openings into the exit enclosure are required to be 1 hour fire assemblies. -- Table 715.3 Openings into enclosure are limited to those necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure. -- Sec. 1019.1.1 Doors shall be self-closing or automatic closing. -- Sec. 715.3.7 Page # 28 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET 3. Exit enclosure must discharge directly to the exterior of the building. -- Sec. 1023.1 Exception 1: 50 percent of the number and capacity may exit through areas on the level of discharge provided all of the following are met: 1.1 There is a free and unobstructed way to the exterior that is readily visible and identifiable form the exit enclosure. Exception 2: 50 percent of the number and capacity may exit through a vestibule provided all of the following are met: 2.2 The depth from the exterior of the building is not greater than 10 feet and the length is not greater than 30 feet. 2.3 The vestibule is separated from the remainder of the level of exit discharge by construction providing at least the equivalent of approved wired glass in steel frames. 2.4 The vestibule is used only for means of egress and exits directly to the outside. 4. The walls and soffits within enclosed usable spaces under stairways shall be protected by 1 hour fire resistant construction. Access to the enclosed usable space shall not be directly from within the stair enclosure. -- Sec. 1019.1.5 -- Sec. 1019.5 Page # 29 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET RAMP REQUIREMENTS: 1. The minimum width is 44 inches. If a ramp serves an occupant load of 50 or less, it may be 36 inches wide. If the ramp is serving a high occupant load, check exit table above for required width. -- Sec. 1010.5.1 & 1016.2, Exception 2 2. If the ramp is part of the means of egress, the maximum slope is 1:12. All other ramps may have a slope of 1:8 or less. -- Sec. 1010.2 3. The rise for any ramp shall be 30 inches maximum. -- Sec. 1010.4 4. Landings shall be provided at the top, bottom, points of turning and at doors. -- Sec. 1010.6 Landings shall have a length of at least 5 feet in the direction of travel. -- Sec. 1010.6.3 Where changes in direction of travel occur at landings, the landing shall be 60 inches by 60 inches minimum. -- Sec. 1010.6.4 5. The surface shall of slip-resistant materials that are securely attached. -- Sec. 1010.7.1 6. Handrails shall be per stair requirements. -- Sec. 1010.8 A rail shall be mounted below the handrail 17 to 19 inches above the ramp or landing surface. -- Sec. 1010.9.1 7. A curb or barrier shall be provided that prevents the passage of a 4-inch diameter sphere, where any portion of the sphere is within 4 inches of the floor or ground surface. -- Sec. 1010.9.2 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group R is 250 feet. -- Table 1015.1 BUILDING ACCESSIBILITY 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible. -- Sec. 1105.1 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. -- Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106.1 -- Sec. 1106.1 4. At least one accessible route shall connect each accessible level. -- Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. -- Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. -- Sec. 1109.5 . Page # 30 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET Accessible dwelling units shall be provided in accordance with Table 1107.6.1.1 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. -- Table 1505.1 STANDPIPE AND HOSE SYSTEMS -- Sec. 905 Exception: Class I standpipes are allowed in buildings with an automatic sprinkler system. A standpipe system is not required. FIRE ALARM SYSTEM -- Sec. 907 If the building contains more than 16 dwelling units, a manual fire alarm system is required. -- Sec. 907.2.9, #3 Exception 1: A fire alarm system is not required where all dwelling units and contiguous attic and crawl spaces are separated from each other and the common areas by at least I-hour fire partitions and each dwelling unit has an exit directly to a public way, exit court or yard. Exception 2: Manual fire alarm boxes are not required when the following conditions are met: The notification appliances will activate upon sprinkler water flow, and At least one manual fire alarm box is installed at an approved location. Exception 3: An alarm system is not required in buildings without an interior corridor serving dwelling units and each unit has an egress door opening directly to an exterior exit access leading to an exit or are served by open-ended corridors designed in accordance with Section 1022.6, Exception 4 Single or multiple station smoke alarms shall be installed in corridor or area giving access to each rooms used for sleeping purposes, in sleeping rooms, and on each floor. -- Sec. 907.2.10.1.2 If the automatic sprinkler system is connected to building fire alarm system, automatic heat detection is not required. -- Sec. 907.2 Page # 31 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. -- Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. -- Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. -- Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. -- Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. -- Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. -- Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. -- Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated As per the 2003 Washington State Ventilation and Indoor Air Quality code. 4. New construction requires a whole house fan with a timer and windows with fresh air (ports) CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. -- Sec. 1208.2 . Page # 32 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET WALL AND CEILING FINISH: 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. -- Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. -- Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. -- Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. -- Sec. 1210.1 6. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. -- Sec. 1210.2 INSULATION NOTES: 1. Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450. -- Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) 2. Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. -- Sec. 719.2.1 Foam plastic insulations are required to be protected. -- Sec. 2603 ADDITIONAL REQUIREMENTS: For R-2 occupancy . ~ Page # 33 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from ICC/ANSI Al17.1-1998 AND CHAPTER 11 OF THE 2003 INTERNATIONAL CODES WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. -- Sec. 602.4 2. Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. -- Sec. 602.5 3. Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 602.6 TOILET FACILITIES: 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. -- Sec. 603.2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 2. Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 16 to 18 in. Sec. 604.2 3. When the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. -- Sec. 604.3.1 4. When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. -- Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. -- Sec. 604.8.1.2 . . Page # 34 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. -- Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. -- Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 604.5.1 b. The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. -- Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. -- Sec. 606.3 9. Sinks shall be 6 1/2 inches deep maximum. -- Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. -- Sec. 603.3 FIRE WALL REQUIREMENTS: Fire wall between building section 1 and section 2. The fire wall is required to be a 2 hour fire assembly. -- Table 705.4 Openings shall be protected by assemblies having a 1 1/2 hour fire rating. -- Sec. 705.8 and Table 715.3 Fire wall shall extend from the foundation to a termination point at least 30 inches above both adjacent roofs. -- Sec. 705.6 See exceptions for alternate protection at roof. Each opening through a fire wall shall not exceed 120 square feet. The aggregate width of openings at any floor level shall not exceed 25 percent of the length of the wall. -- Sec. 705.8 . . Page # 35 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET If the building has a projection (overhang, canopy, etc) at the fire wall, the fire wall shall extend to the outer edge of the horizontal projection. -- Sec. 705.5.2 Exception 1: If projection is without concealed spaces, fire wall may stop at the exterior wall if the exterior wall and projection on each side of the fire wall is l-hour fire-resistive for the depth of the projection on each side of the fire wall. Exception 2: If projection has concealed space and is noncombustible, fire wall may stop at the exterior wall if the projection has a one hour wall in the concealed space and the exterior wall and projection is l-hour fire-resistive for the depth of the projection on each side of the fire wall. Exception 3: If projection has concealed space and is combustible, fire wall may stop at the exterior wall if the fire wall extends through the projection in the concealed space and the exterior wall and projection is l-hour fire-resistive for the depth of the projection on each side of the fire wall. If the fire wall intersects an exterior wall at less than 180 degrees, the fire-resistance rating for the exterior walls on both sides of the fire wall shall have a l-hour fire-resistance rating with 3/4 hour opening protection. The fire-resistance rating of the exterior wall shall extend a minimum of 4 feet on each side of the intersection. -- Sec. 705.5.1 . " Page # 36 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.1 Locations: -- Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. . \ ~ Page # 37 Code review for: Project Id.: CITY PLACE APARTMENTS Address: 232 E 8TH STREET CRAWLSPACE REQUIREMENTS: 1. Ventilation openings are required and shall be placed so as to provide cross-ventilation of the under-floor space. -- Sec. 1202.3 The minimum area net area of ventilation shall not be less than 1 square foot for each 150 square feet of crawl space area. -- Sec. 1202.3.1 Exception 2: Vent openings may be reduced to 1/1500 where the ground surface is treated with an approved vapor barrier material. Vents may have operable louvers. Exception 3: Vents may be omitted when continuously operated mechanical ventilation is provides 1.0 cfm for each 50 square feet of crawl space and the ground surface is covered with an approved vapor retarder. Exception 4: Ventilation openings are not required when the ground surface is covered with a vapor retarder, the perimeter walls are insulated and the space is conditioned per the IECC. 2. Provide an access opening not less than 18 inches by 24 inches to the crawl space area. -- Sec. 1209.1 Note: Opening may be required to be larger if mechanical equipment is located in the crawl space. -- Sec. 1209.3 3. Unless the wood is listed as an approved wood of natural resistance to decay or treated wood, the minimum clearance between exposed earth and floor joist is 18 inches. The minimum clearance to beams and girders is 12 inches. -- Sec. 2304.11.2.1 ATTIC REQUIREMENTS: 1. Provide an access to all attic areas with a clear height over 30 inches. The minimum size is 20 inches by 30 inches. There must be 30 inches or more clear height above the access. -- Sec. 1209.2 Note: Opening may be required to be larger if mechanical equipment is located in the attic space. See the International Mechanical Code -- Sec. 1209.3 2. Provide cross ventilation in all attic areas. The net free vent area shall not be less than 1 square foot for each 150 square feet of attic area with 50% of the required ventilating area provided by ventilators located in the upper portion of the space at least 3 feet above eave or cornice vents. -- Sec. 1203.2 Exception : The minimum vent area may be 1/300 if a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation and 50 percent of the required vent area is located in the upper portion of the space at least 3 feet above eave or cornice vents. QJCJOl--{ ~ . \ . 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'$" I L::' 9: s:- f/Jl:tbLl. /l L( ((;, /\/ -sic; ~ -I- 27'-14 :.-~/'f~ ~ iOQ9 0j}J/71)L U ~ {/~l1cPA,~, @,3~I'OC_ \ //v!. 4>' -:;:/t. '- I r~LL ut?V{,,7fJ o~ !/./~LL vsdf'-l 60VL Lf/6~5- {el L~5fA/lL D&':;/hN --/UT6./N FLcwfL- L/tNJ5 (j) ~ ~ ~L[b-# t-Lo'-.)~'L ~ \\,"LC IX '1 Ix. Lb.l7 +4, erg ~ ?-t't.3# ~ FL:::' '7-1 Lf:>/I Z- ':.. ?;' / if / [.J:-. ~ ~ I . _ ~mL 6/L ~ SP\ ~ ~l Qr-t,.. "2- ~\ {-=- ~I 1hv ~C 1-t~ ~ ~'J!lteJ./_~"_~L!~ ...~ /ft--..---.....--- _ __ (4 7//t, edk~ 0" 0 -c //V/?-.t ~ "- ~ {!)LP fVG v .~// ~....__._---, . - --_.~ -, ._-~ c?>T~ =- ~.x6JX l?S:: L 13 9 ~ -fA- ::. LG::,~lC> t- 3x: l $:'+ L\!-z...)\lo -:.. L"O~(~ It..- ""- <t3 t.- Xlk 0/ L :"~)"L0 1--\0 -={ \13'7L - 8510 ) (e:: :::,f!:?{ # &Va H01 (Lk& tQ ---- .- ~- ffo& r~~(\T~ A, t" Sf? siu~ ~ ~ (/-v/cf )16. @J o/e dO. C--. \ ~/~~ S)LL l0f~ ('6L~~L~1.<~ f' ~~.P~5)J,\li) :-'1~'11-C7\ V'To. 7-6.'1 eJ.d{'3 ~ ~ vt o-(!:; c-- w}~ 4 ~ (c;c;eJx) v s3 st( . ->;:)/(., ~ (78 c::- ~ '~'Y cJ/~7;nJ CJ\\ 0 M '/) it? ." h @ 5 01t1~ Q Wl9'iJ ,0l!rv? ~ 71J7ot:iJ r, /~ i/}lro <CfM0 "gh ~ # III -=. I -t 17 ~ h'e2-+~l~ I--z...) -=- (Y' -DJ . I \ '1}7 ~ (j~ $) t:\: 1 ? --' Lb, / ~ h)-c. -::. / ~ ~), 17 I'--V ::. r"r:rtj5] ~ #- ~ )7@t, -= ?rncoV{j h r ~ '-z. S ?f rV/ / / 77V'rvl("J1~(.L:Vcy- 'j,rvl M~7;f /\/l'yW - ~;?lS~ 1~1J1J\Jl /,; 9C/9)h I ~l'JV J,J~ Dsd-{~! owL ~~ps--' /Il/ L{tfUL A L.- DiS S! 0]/<- jVL fl )r/ ~L~- L )J\Jg S- ~-= ~~4+ flfiL -=- <D {# (fr-' 14- ~ '2J Lt~# SPL ~ 17 I t- ~ Z--'i I M @ 0 v/(.x $/..,)crVfc.~ C5\\r'- --- \1...' --t~\x~ =- (9?6~ EL -=- 10+16 -r 3--t-l 'S: i. l\!2-\" k) :::. ~60 ~/>8 OLlV\. ~ ~\L..;/2..- ~ 1871-0 f1/)""'- (j99~S--/~m_6 JiA- -:: 1O'f4., ~1f'p 4/6/2005 WIND02 v1-02 Detailed Wind Load Design (Method 2) per ASCE 7-02 Description: wind loading for 8-plex apartments, 8th and chase (05044) Analysis by: SH User Input 'Data Structure Type Building Basic Wind Speed (V) 100 mph Struc Category (I, II, III, or IV) II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof (Theta) 27 Deg Type of Roof Gabled Kd (Directonality Factor) 0.85 Eave Height (Eht) 17.00 ft Ridge Height (RHt) 2850 ft Mean Roof Height (Ht) 22.75 ft Width Perp. To Wind Dir (B) 99.00 ft Width Para!. To Wind Dir (L) 46.00 ft Damping Ratio {beta} 001 Red values should be changed only through "Mam Menu" Calculated Parameters Type of Structure Height/Least Horizontal Dim I 0.49 Flexible Structure I No " Calculated Parameters Importance Factor I 1 Non-Humcane, Humcane (v=85-100 mph) & Alaska Table 6-2 Values ~Ipha = 9.500 ~g= 900.000 At= 0.105 Bt= 1.000 Am= 0.154 Bm= 0.650 Cc= 0.200 1= 500.00 ft Epsilon = 0.200 Zmin= 15.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 I For rigid structures (Nat Freq > 1 Hz) use 0.85 I 0.851 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft Izm Cc * (33/z)^O.167 0.2281 Lzm 1*(zm/33)^Epsilon 427.06 ft Q (1/( 1 +0.63*( (Min(B,L)+Ht)/Lzm )^0.63) )^0.5 0.9131 Gust2 0.925*{{1+1.7*lzm*3.4*Q}/{1 +1.7*3.4*lzm}} 0.8793 Gust Factor Summary G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are used I 0.851 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 1 of 5 B WIND02 v1-02 Detailed Wind Load Design (Method 2) per ASeE 7-02 Fiaure 6-6 - External Pressure Coefficients. CD Loads on Main Wind-Force Resisting Systems (Method 2) h z 1411 I L Variable Fonnula . Value Units Kh 2.01 *(Ht/zg)^(2/Alpha) 0.93 Kht Topographic factor (Fig 6-4) 1.00 Oh .00256*(V)^2*I*Kh*Kht*Ka 20.16 psf Khcc Comp & Clad: Table 6-3 Case 1 0.93 Ohcc .00256*V^2*I*Khcc*Kht*Kd 20.16 psf Wall Pressure Coefficients, Cp Surface I Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) I 0.8 Roof Pressure Coefficients, Cp Roof Area (SQ. ft.) I 4,554 Reduction Factor I 0.80 Calculations for Wind Normal to 99 ft Face Cp Pressure (pst) Additional Runs may be req'd for other wmd directions +GCpi -GCpi Leeward Walls (Wind Dir Normal to 99 ft wall) -0.50 -12.20 -4.94 Leeward Walls (Wind Dir Normal to 46 ft wall) -0.29 -8.64 -1.38 Side Walls -0.70 -15.63 -8.37 Roof - Wind Normal to Ridge (Theta>=10) - for Wind Normal to 99 ft face Windward - Min Cp -0.26 -8.06 -0.80 Windward - Max Cp 0.20 -0.16 7.09 Leeward Normal to Ridge -0.60 -13.91 -6.65 Overhang Top (Windward) -0.26 -4.43 -4.43 Overhang Top (Leeward) -0.60 -10.28 -10.28 Overhang Bottom (Aoolicable on Windward onlv) 0.80 12.90 12.90 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 46 ft face Dist from Windward Edge: 0 ft to 45.5 ft - Max Cp -0.18 -6.71 0.54 Dist from Windward Edge: 0 ft to 11.375 ft - Min Cp -0.90 -19.06 -11.80 Dist from Windward Edge: 11.375 ft to 22.75 ft - Min ( -0.90 -19.06 -11.80 Dist from Windward Edge: 22.75 ft to 45.5 ft - Min Cp -0.50 -12.20 -4.94 Dist from Windward Edge: > 45.5 ft -0.30 -8.77 -1.51 * Horizontal distance from windward edge Copyright 2002 - MECA Enterprises. Inc. www.mecaconsulting.com 4/6/2005 Page No.3 of 5 WIND02 v1-02 Detailed Wind Load Design (Method 2) per ASeE 7-02 6.5.12.2.1 Design Wind Pressure - Buildinas of All Heiahts Elev Kz Kzt qz Pressure (Ib/ft^2) Windward Wall* ft Iblft^2 +GCpi -GCpi 28.5 0.97 1.00 21.14 10.75 18.01 22.75 0.93 1.00 20.16 10.08 17.34 20 0.90 1.00 19.63 9.72 16.97 17 0.87 1.00 18.96 9.27 16.53 15 0.85 1.00 18.47 8.93 16.19 Fig 6-5 Internal Pressure Coefficients for Buildings. GCDi Condition Gcpi Max + Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed BuildinQs 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com 4/6/2005 Page NO.2 of 5 4/6/2005 WIND02 v1-02 Detailed Wind Load Design (Method 2) per ASeE 7-02 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No.4 of 5 4/6/2005 WIND02 v1-02 Detailed Wind Load Design (Method 2) per ASeE 7-02 Fiaure 6-11 - External Pressure Coefficients. GCD Loads on Components and Cladding for Buildings wI Ht <= 60 ft . . - J. _ .2_1- _ J. L - _ J-3- 2 1 2 I I -T---'-- -r--'-- " I I I I a a a a Gabled Roof 7 < Theta <= 45 4.60 ft a = 4.6 ==> Component Width Span Area Zone GCp Wind Press (lb/ft^2 (ft) (ft) (ft^2) Max Min Max Min 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Note: * Enter Zone 1 through 5. or 1 H through 3H for overhangs. Copyright 2002 - MECA Enterprises. Inc. www.mecaconsulting.com Page No.5 of 5 CJ ~cJ-t L1 CJvL- rtU~~fdl' Y /7/ oS (>/ tC0oV1)ATlo~ OsS 1-6N ~~\ Vl/1f>-X , / L -:. L ~;J-l L t+- P A-'<;~ ( \ ~ 9,S; \ ~ As:::. 335Lf6A-\L- ~f '3'2-- \ ~ X ~():2(?) ~1.?)X (at.7) , .If4>" lJ Lt.$L' 6~i' \ (." t. ~ M =. 0-. 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G Z '- VL -- "2- LO-e? #- - O[dflj &vL I ~010 c;- vj Yi Ilh, S Icg<) \2---::: ~ ~~- 50 t- \ ~ SO =- (dc~ 11::::. ft:'6:J::J/;~ ~ ~ L( ~r "<?:}~~ ~\:l' 1Yp,<;;;~ ~ -;t~A'Zlf {/'t-'~1C' ~vvb, j '---~,- ~~ " RETAINING WALL DESIGN 36" ZENOVIC & ASSOC.. INC. 519 S. PEABODY ST. SUITE #22 PORT ANGELES, WA. 98362 JOB #: 5044 PROJECT: CLIENT: CITY PLACE APARTMENTS 8-PLEX GNL DEVELOPMENT SOIL PROPERTIES DENSITY = COEF. FRICTION = BEARING CAPACITY= ACTIVE SP= PASSIVE SP= 120 PCF WIDTH INCREASE = 20% PER FT 0.25 X DL DEPTH INCREASE = 20% PER FT 1500 PSF 35 PCF 150 PCF (DEPTH FROM TOP OF WALL FOR KEY) WALL TYPE: RET. WALL DIMENSIONS STEM HEIGHT = RETAINED EARTH = STEM THICKNESS = 36 FT 2 50 FT 61N DENSITY = 150 PCF FOOTING DIMENSIONS LENGTH OF TOE = LENGTH OF HEEL = TOTAL WIDTH = THICKNESS = FOOTING DEPTH = KEY DEPTH = KEY WIDTH = HEEL TO KEY = o IN o IN OIN 8 IN 6 IN 20 IN 61N 12 IN DENSITY = 150 PCF INCREASE FOR DEPTH = INCREASE FOR WIDTH = MAXIMUM SOIL BEARING CAPACITY = o PSF 200 PSF 1700 PSF ADDITIONAL GRAVITY LOADS TO WALL MINIMUM VERTICAL LOAD TO WALL = 0 PLF MAXIMUM VERTICAL LOAD TO WALL = 0 PLF CRITICAL CONDITION = 1 (1 FOR MIN or2 MAX) STABILITY CALCULATIONS OVERTURN COMPONENl WT X WX BACKFILL 150 1.42 213 STEM 2700 0.92 2475 FOOTING 125 0.83 104 KEY 0 1.67 0 OTHER 0 0.92 0 TOTAL 2975 2792 OTM= 157.5 RM= 2792 FOS= 17.72 +- OK e= -0.0521 FT BEARING LENGTH = 1.67 MAXIMUM SP = 1450 +- OK MINIMUM SP = 2120 LATERAL FORCE = 158 SLIDING FOS = 4.72 +- OK SLIDING: FRICTION = SP FOOTING = SP KEY = TOTAL 744 56 o 744 MOMENTS AND SHEARS WALL: H V M 0.0 109 91 0.6 82 38 1.3 55 11 1.9 27 1 2.5 0 0 FOOTING MOMENTS: TOE (BOT STL) = HEEL (TOP STL) = 322 LB-FT -227 LB-FT [, L i}L1 @1Y( c. V ~}'Lf . , '/ nLt € tc ~ <<t @tJ.t l'O btl-~ SEISMIC HOOK 1, o ,,----------, <'0 "'" , ~ #3 BAR ,,~ """" "0 ,----------" o o SINGLE STIRUP 135" \ DOUBLE 'C' STIRUPS NOTE: DIMENSIONS DEPENDANT ON LOCATION AND ACI COVER REQUIREMENTS. STIRUP OPTIONS NOT TO SCALE CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000409 Date 6/23/05 059580 Z13:d '" O'T'U c;.'I,. ~ Ckse Sf 06-30-00-0-2-6900-0000- RES NEW MULTI 5+ FAMILY COMMUNITY SHOPPING DISTR 506455 Owner Contractor GNL DEVELOPMENT GP 1115 E FRONT ST PORT ANGELES (360) 452-7861 Other struct info ANDERSON HOMES LLC 618 SOUTH PEABODY WA 98362 PORT ANGELES (360) 452-4641 TOTAL % LOT COVERAGE HARD SURFACE AREA 1 NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS Permit BUILDING PERMIT -RESIDENTIAL Additional desc NEW 8 UNIT APT. Permit pin number 52522 Permit Fee 3290.50 Plan Check Fee Issue Date 6/23/05 Valuation Expiration Date 12/20/05 Qty Unit Charge Per BASE FEE 7.00 4.7500 THOU BL-500,001-lM (4.75 PER K) Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiratl.on Date MECHANICAL PERMIT 52548 221.00 Plan Check Fee 6/23/05 Valuation 12/20/05 Qty Unl.t Charge Per BASE FEE 24.00 7.2500 ECH ME-VENT FAN Perml.t . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date PLUMBING PERMIT 52530 405.00 6/23/05 12/20/05 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 40.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 1.00 15.0000 ECH PL- EA. BLDG SEWER 8.00 7.0000 ECH PL- EA. WATER HEATER WA 98362 29.70 2.00 14000.00 4166.00 8.00 1302.90 506454 Extension 3257.25 33.25 .00 o Extension 47.00 174.00 -~ ~ :s ~ \ \5\ 8-z CY~ ~ ~ ~ \S) t~ V'$/l ~O ~ f ($ ~\ Specl.al Notes and Comments Separat~ P:JfMlls~%cMMJ f&e1g~fiical~B~rs~~,Jsf?or~fffif,<ES)\~lA1l'ifies, pnvate 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 penod 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 t pe of work Will be compiled With whether speCified herein or not The granting of a permit does not presume to give authon VI late or cancel the proViSions of any state or local law regulating construction or the performance of con Ctl. Slg b-2~~O Date T IPohclcsl 11 02_15 bUlldmg permIt mspectlOn record05 wpd [1/4/2005] .00 o Extension 47.00 280.00 7.00 15.00 56.00 Signature of Owner (If owner is bUilder) Date " CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 05-00000409 Application pin number 059580 Page Date 2 6/23/05 Speclal Notes and Comments NFPA 13D will be required. Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. lard. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed. An inspection by Building Department is required prior to backfill. Plans for a new 4166 SF 8 unit apartment building, this structure will require sprinklers and a fire alarm system. The Fire Department will require separate building, fire sprinkler and fire alarm plans submittals. 06/06/2005 11:43 AM SROBERDS --------------------------- Construct 8-unit apartment in CSD at RHD stds for total lot coverage of30%. No land use lssues noted. Electrlcal load calculations and electrical permits are required. Connection Fee Does Not Apply. 05/31/2005 08:15 AM JHEBNER ---------------------------- Any modifications to the Clty'S electrical facilities will be at the customer's expense. Ref Job# 9930 & WF 36054/01 05/31/2005 08:16 AM JHEBNER ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. Construct driveway and Sidewalks to City Standards. No concrete with exposed aggregate allowed in the City road right of way. An inspection by Public Works Engineering is required prior to prouring concrete. Sidewalk area's that are in disrepair will be replaced. Fire sprlnkler main line tap to be performed by City approved contractor, separate permit required, inspection required by Engineering prior to back fill. Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE STATE SURCHARGE ADDT PW WATER SYSTEM USE FEE 5960.00 4.50 14.00 8200.00 Fee summary Charged Paid Credlted Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 3916.50 3916.50 .00 .00 Plan Check Total 1302.90 1302.90 .00 .00 Other Fee Total 14178.50 14178.50 .00 .00 Grand Total 19397.90 19397.90 .00 .00 Separate Permits are reqUired for electncal work, SEPA, Shoreline, ESA, utilities, pnvate and public Improvements ThiS permit becomes null and VOid if work or construction authonzed 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 authonty to Violate or cancel the proVIsions of any state or local law regulating construction or the performance of construction Date Signature of Contractor or AuthOrized Agent Date Signature of Owner (If owner IS builder) T \PolIcles\ 11 02_15 bUildIng pennlt InspectIOn record05 wpd [1/4/2005] , BIDLDING 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 UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO FOUNDATION FOOTINGS '7/iQ bo"t"" .::::rLL '"III -. .;(J " , WALLS FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS ) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (J\,IETER TO BLDG) GAS LINE BACK FLOW 1 WATER // AIR SEAL / WALLS /~ CEILING r J/ ~ 'I I FRAMING //r- / JOISTS / GIRDERS // ./ ..----- "') SHEAR WALL/HOLD DOWNS G/ ~ /"""" / WALLS 1 ROOF 1 CEILING ~ /' / ~ DRYW ALL (INTERIOR BRACED PANEL ONLY) 'X / T-BAR \ ( /' INSULA TlON '---" /" / / SLAB /' ~ WALL 1 FLOOR 1 CEILING / ------- MECHANICAL c.----- / HEAT PUMF 1 FURNACE 1 DUCTS GAS LINE / WOOD STOVE 1 PELLET 1 CHIMNEY / COMMERCIAL HOOD 1 DUCTS / MANUFACTURED HOMES / FOOTING 1 SLAB / BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT 11'5 SEPA P ARKING/LIGHTING ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/uSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W 1 PWI CONSTRUCTION - R W ENGINEERING 4 I 7-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417.4750 PLAJ'lNING DEPT BUILDING 417-4815 BUILDING T \Pollcles\ll 02_15 bUlldmg permit mspectlon record05 wpd [1/4/2005] 't; Vi! CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION nl EAST 5TH STREET. PORT ANGELES. WA 98362 ~ 05-00000409 Date 11/05/05 059580 808 S CHASE ST 06-30-00-0-2-6900-0000- RES NEW MULTI 5+ FAMILY Applicat~on Number Applicat~on p~n number Property Address ASSESSOR PARCEL NUMBER Appl~cation type description Subdivis~on Name Property Use Property Zon~ng Application valuation Owner GNL DEVELOPMENT GP 1115 E FRONT ST PORT ANGELES (360) 452-7861 Other struct info Permit Additional desc Perm~t p~n number Sub Contractor Permit Fee Issue Date Expiration Date COMMUNITY SHOPPING DISTR 506455 Contractor ANDERSON HOMES LLC 618 SOUTH PEABODY WA 98362 PORT ANGELES (360) 452-4641 TOTAL % LOT COVERAGE HARD SURFACE AREA 1 NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98362 29 70 2 00 14000 00 4166 00 8 00 OJ \:) \)J ELECTRICAL NEW RESIDENTIAL HI-TECH/ WATER FLOW + HORN 64717 HI TECH SECURITY 42 20 11/05/05 5/04/06 INC Plan Check Fee Valuat~on 00 o (I) Qty 1 00 Unit Charge Per 42 2000 EL-LOW VOLT SYS <=2500 SQFT Extension 42 20 Special Notes and Comments A residential fire spr~nkler system shall be installed per NFPA 13D w~ll be required Bu~lding address sign shall not be less than 6" & not more than 12" ~n height Numbers colors must contrast with wall color they are mounted on (Ord 14 36 050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed An inspection by Building Department ~s required prior to backfill Plans for a new 4166 SF 8 un~t apartment building, this structure w~ll require sprinklers and a fire alarm system The Fire Department will require separate building, fire sprinkler and f~re alarm plans submittals 06/06/2005 11 43 AM SROBERDS --------------------------- Construct 8-un~t apartment in CSD at RHD stds for total lot coverage of30% No land use issues noted Electr~cal load calculat~ons and electrical perm~ts are requ~red Connect~on Fee Does Not Apply. 05/31/2005 08 15 AM JHEBNER ---------------------------- Any mod~f~cat~Qns to the City's electrical facilit~es w~ll be at the customer's expense Ref Job# 9930 & WF 36054/01 05/31/2005 08 16 AM JHEBNER ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back f~ll of ditch (\ ! ~ <-A :\ COMMENTS/ACTION NEEDED 's ~~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION :121 EAST 5TH STREET. PORT ANGELES. WA 98362 " " Applicat~on Number Application pin number 05-00000409 059580 Page 2 Date 11/05/05 Special Notes and Comments Construct driveway and S~dewalks to City Standards. No concrete with exposed aggregate allowed in the City road right of way. An ~nspection by Public Works Eng~neering is required prior to prouring concrete Sidewalk area's that are in d~srepa~r will be replaced. Fire spr~nkler ma~n line tap to be performed by City approved contractor, separate permit required, inspection requlred by Engineering prior to back fill Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE STATE SURCHARGE ADDT PW WATER SYSTEM USE FEE 5960 00 4 50 14 00 8200 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 20 42 20 .00 00 Plan Check Total 00 .00 00 .00 Other Fee Total 14178.50 14178 50 .00 00 Grand Total 14220.70 14220 70 00 00 COMMENTSI ACTION NEEDED t ELECfRICAL PERMIT INSPECfION RECORD " CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO IJI (:H Will II .rH_IN I CUV,hK 1/4-or k/) ShRVICE HINAT 5-~t:)~~/~ l)'..o() I GENERAL COMMENTS: PW-lI02 U 14'96] "(i Vi! CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION nl EAST 5TH STREET. PORT ANGELES. WA 98362 05-00000409 Date 10/30/05 059580 808 S CHASE ST 06-30-00-0-2-6900-0000- RES NEW MULTI 5+ FAMILY Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zon~ng Appl~cation valuation Owner GNL DEVELOPMENT GP 1115 E FRONT ST PORT ANGELES (360) 452-7861 Other struct ~nfo Perm~t Additional desc Permit p~n number Sub Contractor Permit Fee Issue Date Exp~ration Date COMMUNITY SHOPPING DISTR 506455 Contractor ANDERSON HOMES LLC 618' SOUTH PEABODY WA 98362 PORT ANGELES (360) 452-4641 TOTAL % LOT COVERAGE HARD SURFACE AREA 1 NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98362 29 70 2 00 14000 00 4166 00 8 00 ~ ~ <J) ELECTRICAL NEW RESIDENTIAL SHAMP/ 800A SVC + 7 FEEDERS 63925 SHAMP ELECTRICAL 336 10 10/30/05 4/28/06 CONTRACTING plan Check Fee Valuation .00 o CA Qty 7 00 1 00 Unit Charge Per 23 4000 ECH 172 3000 ECH EL-RM-0-200 ADD SRV FEEDER EL-RM-601-800 1ST SRV FEEDER Extension 163 80 172 30 l \' Special Notes and Comments A res~dential fire sprinkler system shall be installed per NFPA 13D will be required Building address sign shall not be less than 6" & not more than 12" in height Numbers colors must contrast with wall color they are mounted on (Ord 14 36 OsO-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location No pressurized or pumping to curbs are allowed An ~nspection by Building Department is required pr~or to backfill Plans for a new 4166 SF 8 unit apartment building, th~s structure will require spr~nklers and a fire alarm system The F~re Department will require separate building, fire sprinkler and fire alarm plans submittals 06/06/2005 11 43 AM SROBERDS --------------------------- Construct 8-unit apartment ~n CSD at RHD stds for total lot coverage of30% No land use issues noted Electrical load calculat~ons and electrical perm~ts are required Connection Fee Does Not Apply 05/31/2005 08 15 AM JHEBNER ---------------------------- Any modificati;ns to the City's electrical facilit~es will be at the customer's expense Ref Job# 9930 & WF 36054/01 05/31/2005 08 16 AM JHEBNER ---------------------------- San~tary sewer connection inspect~on is required by "^ -) , COMMENTSI ACTION NEEDED '~ \:!! .. CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 121 EAST 5TH STREET. PORT ANGELES. WA 98362 . Application Number Appl~cat~on pin number - 05-00000409 059580 Page 2 Date 10/30/05 Special Notes and Comments Publ~c Works prior to back fill of ditch Construct dr~veway and Sidewalks to City Standards. No concrete w~th exposed aggregate allowed in the C~ty road right of way An inspection by Public Works Eng~neer~ng is required prior to prouring concrete Sidewalk area's that are in disrepair will be replaced Fire spr~nkler ma~n l~ne tap to be performed by City approved contractor, separate perm~t requ~red, inspection requ~red by Engineering prior to back fill Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE STATE SURCHARGE ADDT PW WATER SYSTEM USE FEE 5960 00 4 50 14 00 8200.00 Fee summary Charged Pa~d Cred~ted Due ----------------- ---------- ---------- ---------- ---------- Perm~t Fee Total 336 10 336 10 00 .00 Plan Check Total 00 00 00 00 Other Fee Total 14178.50 14178 50 .00 00 Grand Total 14514 60 14514 60 00 00 COMMENTS/ACTION NEEDED . ELECTRICAL PERMIT INSPECTION RECORD ;. I CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER. i INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. ! INSPECTION TYPE I I GENERAL COMMENTS: I I I KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE DATE COMMENTS NO PW.I102 " (4196) m.9/21/2QQi3fTrenia F.!Jri~lo~:::::R~JiQ.8-s Chase Sl. or 232 E. ~th St? :. ..I:.<3ge ..!J 75D~sMCUfc From: To: Date: Subject: Roger Vess Linda Pangrle; Trenia Funston 10/21/20083:28 PM Re: 808 S. Chase St or 232 E. 8th St.? The original address was off 8th Street. The owner payed to have the address changed to 808 South Chase Street. The owner of the property needs to contact the County Assessor's Office to have the address corrected, we do not do that. Thank you Roger >>> Linda Pangrle 10/21/20082:28 PM >>> Hi Trenia & Roger, Cindy from Kitsap Bank called me. She may call you two also, since you know the most about addresses. One of her clients owns a property that has an address discrepancy. The County thinks the site address is: 232 E. 8th St. On our GIS & in HTE we have it addressed as: 808 S. Chase St. It is on a corner, and the short side of the property faces 8th St. which would make that the front of the property, but the driveway is accessed from Chase St. So is 808 S. Chase St. really the correct address? If so, I'll let Cindy and the County know. Thanks, Linda 10/28/2005 13:52 FAX ~ 002/002 t8 ELECTRICAL WORK PERMIT APPLICATION Job wired by Ir 'l~tion description , Commercial 5 Residential o New CJ AlteredJ Addition Purchas~r.!l. ailing address P.O . e,~ 1- c?' ~7, City J'l1l'+ ~e\FS Telephone ml Sme ZIP ilJF>. '!~.?,\o~ "FAX number earn n. '" r "';.,tor,,', r e 7 m.~L\-"D\\~ \ loO"w. \~ .f.,.p~pr Address of Inspection 13 '(J) ~ ~~ ~ Ou S (,:~~t> ~+- . "1' A:\~ p<; fa),t\. 9~~ (.,~ Pbone number to edule Ins~eClloa; Owner m defin.ed hy RCW J9.1!;,16J:(I) OWnN "",i/I occupy Jht' Jilrl~C'll"f! for twO yeorJ afle, rhir elulrj('ol permil j~. finalized. (2) Owne,. if required ta Jr.i,.e tvl eJecrrical '(lnr,,,c(or if above said p"operry .., In.,. .~QJC!. ,em Or l~ose. After reading the Dbove S[6.temenl, I hereby c:cnify that] am the owner of the above' named property or i'I licensed electrical contractor. I am makins thl: clcmlc31 in"ul- liltion Qr alteration in compliance with the elecrricat laws. N.E.C.. RCW. Chaptcr 19.28, WAC. Chapler 296.46D. Th~ City of Port Angelcs Municipal Cod!.":, and Utilily Spccifications. Slenoture or owner, electril;al COD tractor or electric.lll lldminiunalor o Cash 0 Check # o CrcditCard Vi", Mastercard Discover Card# _O..1~J.\.e___-____-____ x Date: Expiration Date of card Electrical LO:Jd Additions and or subtractions i:I NO LOAD CHANGES o Saseboard KW o Fumace KW Dyteat Pump Ton LAR Il' Fan-Wall . t<!N i" COO ""cdts Service Information . o Overhead Service o Temp Service Cl Underground Service Voltage ___ Ph..eO 1 0 3 Service Size: Feeder Size: " SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-417-4735 /' ROUGH-IN THERMOSTAT SERVICE "\ III t/ r>5 .hiD IJh_ /-'... .k~ ,/ .~ A,..""we,1 e)' D~le ....PpTavedriy , IlJJll! ^"IlI'OVC Y 31./ :mAL"AA DITCIl FEEDER 'l. D , ^PflTO"etlRy/ Datc AplIravdi!y llJ,.I~ ~ruvcdBr./ Inspection Area, Building or Equipmcnt Inspected Action Taken elcctrical P31' I Inspcctor /0/1/9 / ~ o.k.- - 'V -'" r:.. 3& 04/0 ( dv'.,{e ~9 30 ~ -~O L.{=- ,l.f:.1tL I f "~ , ..3 .., .3"~) h /'hu.5L Pr.9;<"F..-L ~ AP A7-D 3-3-i)/;? hW//Z.. D/I AcLJ . , , . A-<,/7 , /1. /0,';;:- , If! J, '7' / -/ --. ll./ / .. ~VORT.ol.-\( I...~O~Q~ i) ,____ - ~ ~ ;' 'IlSiI "'OL.....~'" c::. '- /Jj O}/C'~""",,$' IS-OAKSfr.\,)' ELECTRICAL INSPECTION " ", 4 WIRING REPORT " 417-4735 CJN' ,L:-/L-E- I~ PERMIT # ADDRE~ / b4: LIS ~LAC<L APPROVED NOT APPROVED o .................... DITCH. . . . . . . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . ROUGH IN/COVER. . . . . . . . . . . . . . . 0 D. . . . . . . . . . . . . . . . . . . . SERVICE. . . . . . . . . . . . . . . . . .X D. . . . . . . . . . . . . . . . . . . . . FINAL. . . . . . . . . . . . . . . . . . .'jJ&./ ([) /J .' /~ CORRECTIONS NEEDED: (~/N;!hv~ L:~U-6 t::>-V P7~l!.n &A:5{' ff1 ~ ;O~ m/~J~ tbllT'.o '3 v' /-Mu.- #~ ~;S~ Nrr C: @ be.N~ Ca/V~..<...- ,!//,!,CLA.<-<-..,., ~L)W:S7 t7~ ~.s (t!L/nwE_ r'.-IJo/.u:s) @ i005-t.. ~r5 flUO~ ?</I,1/y A NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS, INC. (360) 452-1381 .~ DATE //-j 6:>' OWNER/CONTRACTOR ADDRESS B08 ,. ELECTRICAL INSPECTION WIRING REPORT 417-4735 PERMIT # t/5 - ~ 0 , . .:I','~,~."''' ,::-~'~ APPROVED NOT APPROVED o """"',""""" DITCH, , , , , ' , , , , , , ' , , , , , , , 0 0, , , , ' , , , , , , , , ' , , ROUGH IN/COVER, , , , , , ' , , , , , , , ' 0 0, , , , , ' , , , , , , , , ' , " , ,SERVICE, ' " , , " , , " , , , , , , ' 0 D"""""""""",RN~""""""""""D rtEJU)~s X CORRECTIONS NEEDED: @ .:577'1')4'''~ fiC~~~ ((! thYIL.><- J I ~ r~h1 -::A "aA7"~~ @ 77c:..~ _ #.J.7.1'??_~ (j) (it:.H7?;'p r€~F=-p:' 06 A~~U-5~ /U, J€-t" JZ7~ /N SuA - r',+,v~ .I <: I.. 1./~ $'6 j? L-b4Sit. . A//IUV cA7-l.- ,;' ~ <7-? ,&J r' /2'l: , ,ro 4€- - /.tV$/-7~- NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS, INC. (360) 452-1381 CJ Electrical Conlractor Q Annual Permit 0 Alarm s DOwner ~~~) o Carnival ~onunercial ELECTRICAL WORK PERMIT APPLICATION o Reque..t Inspeetion ., o Residential 0 Residential Malnt. 0 Slgw a Thermostat a #felecom.. Job ",ired by o Electrieal Contractor 0 Owner Electrical conLractor name U I-T'i.c...... S~U...\ ",\, Purchaser's mailillg address 72 :3 <<:."..s.... c '~C...\ f:\.rJuu...<;. Telephone number 3<;0 -'JS2 - 2"1'2~ License: number Hrr~T';:> qS-S""BS, s- I. ~l?t:>...-l Slate ZIP QB3G:.2.. FAX number cO ~ 'SIPO . tlS2- 05"",-, uJI'> prt'_miu:'l owner's Dame c,","1 !\>I~ Address of iDs~ctioo (j"1.l" ~ ~ iIU>..~ VII<! ~.,.. I;... c.~;;>&z:.. C;t~t:)!>r (l,,-,6tlt:.S; In~l3.llatioo description ~,Q,,2:.- ~o~ F\I2.~ Alj:>."--' 5U'~- w~.....en.. ~\O...J '*" 0-.)\;" s C'l+.AP;€ ) ~I"B o Cash 0 Check # T hereby certify lhat I am rbe owner of the above named property or a licenscd electrical contrAdor (or the fim's authorized agcnl) and am making the electtical installaliun OJ' alteration in compliance wjth the dt:ctri~llaw. Chapter 19.28 RCW, x Signature of owuer, e ect~'~:d ~oDtr:lctor or el~ctriC21 administrator CEILING Insulation Only WALLS Insulation Only O~h; AlIDro~tO 6y h /4/.Cov" Ad;) ~~:s Awro..GlIBr \ D~tc A;pgn;Iww fly J~~/t>.?VC' 1:P Ll~ c ppf'U"C~ I.\y Electrical Load Ad~itions and or suptractions o NO LOAD CHANGES o Baseboard KW o Furnace _ t<W a Heat Pump _ Ton _ LAR o Fan.Wall ._ KW %cdilCard Card # Visa . - ---------------.- Mastercard Discover E""iration Dale of card THERMOSTAT f):l.lC Allprovcdlly DIIOI 0," Ac",lWcd ~y o Overhead SeT'\lice o Temp Service o Underground Service Inspection Datc Area, Building or Equipment Jn~pectcd ffL--- /l1Q- ld W~Ll:0l S00C ~0 '~oN 09SB CSP 09~ 'ON X~.o \40/>'-..) ~q IT "'~ ~\\L Inspection ft:e $ '-12.2.0 SERViCE O~tc AMlnJVIOliBY ".- FEEDER D~l~ ApproVlOll DJ Service Informm.f~ -a- Voltage Phase 0 1 0 3 Service Size: _ Feeder Size: Action Taken Electrical lnspcetor SJINO~lJ313 HJ31-IH WO~.o l25I.... " I8El lJtJ [;fill [;J ~ , TFl i71 ! LJL~ ,cLll,u i up S-~ ~. :. c - 'b l; PTOViN REALTI' Daniel E. Gase, eRB, CUM Plflid,.lIr ('" !l1l111lT (360) 417-2804 nu~inc~~ ("l60) 452-8665 F-dX (800) 292-2978 Toll Free dangaseMolypcn.com 111'>hHlh,"lr\r"...r p'"r ,\"t:'-/,.\, \V.\ <JHlf') \Vww.1I1,towIlH'ally.n"n J 1,"1"'1, . hI"".""""',"':,, '''",."',hl.,;,, .,. I~ ~ 11AI~ -~- UP L "- (i/iA~c- ')" <,:05' ;[' /(l', d /' '117~Z '60~ bAJJ HA 7~ . '(t!')J~ _ if rV'(( GIU J)tl/i'LO( Nt l" ) l. '5 (- '..:.. (-Jr) 1. + t _,>.~...I ~ 1Jjj" ..,,': ',':,: "': ,~) ",";" ~ ~ ~ ~ o 0 Bl GD . ~~<? \ t-1~'N F.LV~~ l c.l l LA.VfI'u tiP \ :\ VI !fAir2-" \-'.. East Elevation 5cat.: .:5/32--1'-0" ''I' ..J1 wf~ City Place Apartments Chase Street Port Angeles, Wa ~, ~ .\ , ----. -;r \ I ) ( C\ \~ N <\ 1. / J ([ t771/1! . J-,+-~ -" 'C>0"'0-I ~ H --^c~dn ~'>"'O"1J 'os 8Q\6 07/01/2005 '1:'2 FAX ~ 002/002 (/~ , LlLP.ll I\A rec....d") ~r 'Re--, 7 /$~CS I .8 LEClRICAL WORKPERMI~ APPLICATION I .J / Installation description Job wired by 1:1 Eloctdca. Contractor 1:1 Owner Cl Commercial rsi'Residential Electrical COntraCl0r n~.~ \1"": ~ I . ..l Licen e numbel' Da.te Expires I <::J.n"...... ;=i~, .~_~ (' . .~ I.~ s,i-\ Cl New o Altered/Addition P1Jtchaser'$lnailing il.ddrelis J L1 1-2> B3 P.D. f-.,~)( .':l,~'J, City State ZfP Pl1rt A\~..\€',> \./f\. '4iL~ k~ .. TetPhO~\"Um . . 'II Oi fAX nu.mber Ci"I1' '-l<::,;l-- Ie . .")0. \1\ ~ premls:~wnerls Dlm/..ih (,C/oe oS ems€:.- Sr. ) 7eIA/\(J f'o~ V rnK' A..... ,r~. ~ /),JIAe., Address of inspection { r~".. "/.,." LPrf(. fr) R ,0 t-b;c; I Ir",,,U"..& 8~ CI~ '-- 1/ ~-'A 'or,\- F\ \~c \p~ 6// I> PhoDe number 'ro ed~le Inspection: Owne,. cu' dcfint'd by RCW.19.2S.26J:(I) OI1'ner will uecwpy rhr: ,m"uc;lun' frJr IIt'O year~' after ,his electrical p~ir is finalized. (2) Owner is required co hire all electdcal com,.acror if above st1/d pl'operr)' is for sal{~, renf 01' lease. D Cash 1:1 Check # Aftl:r reading the above statement, [ hereby ctnify that I am the owncr of the above named property ot' a lieensl:d electrical tOmme/OT. I am makins the electrical inSlIlI- Q Credit Card Visa Mastercard OJ 5CQver lation or :lltetation in compliance with lhe electtical laws. N,E,C., RCW, Chapter 19.28, WAC. Chapter 296-469, The City 01' Port Angeles Municipal Code, and Card # - - f-.- UtililY SpecificBtions. ---------~ ----- ~in.;{:IJ.r"nw.erfi~~:~;: eo.ncmlor or el~'~J:;: ;;~7;; Expiration Date (1 C V ,3D nspe on fec ~fc.rd sii ~ Electrical Load Additions and or subtractions Sorvl-' nformation o NO LOAD CHANGES t.:I esseboard _KW Voltage CI Furnace _KW Q Overhead Service "_OT C Heal Pump _ Ton~LAR D Temp Service Service Slle' o Fan-Wall _KW o Underground Service Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 ,r ROUGH.IN THERMOSTAT ,,- SERVICE \.. Dille "l'fIltlvedK)' "- OIIC Appro~..~ By \, Oalc ApprQ 8, FINAL ,r DITCH FEEDER '" ~~ Oll.l~ ^ppro...c~ By,./ '.::::: D:m .-'\pprc~ ., Inspecti,on An~a, Building or Equipment Inspected Action Takel\ Electrical ..ODic In:pect01~ 7/, afc- f2e.,: Cf1'?,D lAJA,b054- ol'foZ ~CiQ I 4;, /1-) I I - I I ACo '}/; /0';- I I t I o o '(I "I.!i;....ii" CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION :12\ EAST 5TH STREET. PORT ANGELES. WA 98:162 "l:'l:'~~-~~-~" .....".......<::.1- Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property zoning Application valuation Owner GNL DEVELOPMENT GP 1115 E FRONT ST PORT ANGELES WA 98362 (360) 452-7861 Permi t Additional desc Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date u~ UUUUU~4U Date "7/08/05 792320 232 E 8TH ST 06-30-00-0-2+6900-0000- ELECTRICAL ONLY COMMUNITY SHOPPING DISTR o Contractor SHAMP ELECTRICAL CONTRACTING _ PO BOX 383 PORT ANGELES WA 98362 (360) 452-1689 ELECTRICAL TEMPORARY SERVICE SHAMP/ 200A TEMP sve. 53850 SHAMP ELECTRI~AL CONTRACTING 61.30 plan Check Fee 7/0B/05 valuation 1/04/06 '.00 o Qty Unit Charge Per 1.00 61.3000 ECH EL-TEMP SRV - 101-200 SRV FDR Extension 61.30 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 61- 30 61. 30 .00 .00 plan Check Total .00 .00 .00 .00 Grand Total 61 .30 61. 30 .00 .00 t: I L-lt ttN I COMMENTS/ACTION NEEDED j-ILett: 1.5 /1/ &-<;J ,4&.,z.;n I r tJDlAR... rU...u0 /'1 frL- \..:, ~ 2iN !.~ "6 ~~ ~, I} r. ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION :<21 EAST 5TH STREET. PORT ANGELES. WA 9R:<('2 .tt "'4Iiir...'" 7/03/05 05-00000540 Date 792320 232 E 8TH ST 06-30-00-0-2-6900-0000- ELECTRICAL ONLY Appl~cat~on Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description subdivision Name Property Use property Zoning Application valuation COMMUNITY SHOPPING DISTR o Contractor Owner SHAMP ELECTRICAL CONTRACTING PO BOX 383 POR.T ANGELES (360) 452-1689 GNL DEVELOPMENT GP 1115 E FRONT ST PORT ANGELES (360) 452~7861 WA 98362 (; 0J - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - -- SERVICE ELECTRICAL TEMPORARY SHAMP/ 60 A TEMP SVC 53603 SHAMP ELECTRICAL 42.20 7/03/05 12/30/05 Permit Additional desc Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date , " '" .~,;: :';;;':;~:;';:oo~~~ ~~ :: D~ .:Z:O . ~~~ \) r CJ ? Unit Charge Per 42.2000 ECH Qty 1. 00 EL-TEMP SRV Paid Charged Fee summary . Permit Fee Total Plan Check Total Grand Total 42 COMMENTS/ACTION NEEDED