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HomeMy WebLinkAboutBLD10-198CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCELNO. 948321101. PERMIT NO. BLD10-198 ISSUED DATE _01/24/2011___— EXPIRATION DATE __ 07/23/2011 ADDRESS 834 SHERIDAN CONSTRUCTION TYPE II-B | OCCUPANT LOAD OWNER JEFFERSON CO PUBL HOSP DIST #2 PROJECT DESCRIPTION REMODEL FINANCE ROOM CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP ATE COMMENT FRAMING tk [ivy] “fer Micdracsd dns . GWB ma Pag - ~ MISCELLANEOUS mae Plofy FINAL BLDG/COFO | wes | H¥\4 TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. CITY OF PORT TOWNSEND BLDG PERMIT ACTIVITY LOG PERMIT# __lD10 ~ 1 V¥ DATE RECEIVED 19-71-10 SCOPE OF WORK: eos wilh . Rernwo del pi Wag efice_ DATE ACTION INITIALS 1-7] * us ENTERED INTO CHET Se \WO--] » (GQ | CHECKED FOR COMPLETENESS a Plan Review # Bedroom(s) = # Bath(s) = Heat Type: (O-22-0__|SYeKE wibona. They Wee be sendidal St FZRUCed theo. 7 “DEH SEPTIC? Zoning: ~ \\ Setbacks OK? Ne No ¢ Nanoe to exe Hor Sw Lot Size: J Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? (Check Impervious Surface limits 19.05.050D4(a) Shorelines Jurisdiction? Demo? Historic Rev/ Design Rev? Notice to Title? Lots of Record? P:\DSD\Forms\General Use Forms\Activity Log Bldg Permit.doc July 12, 2010 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-198 Permit Type Commercial Miscellaneous Project Name © REMODEL FINANCE ROOM Site Address 834 SHERIDAN Parcel # 948321101 Project Description REMODEL FINANCE ROOM Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Jefferson Healthcare Owner Jefferson Co Publ Hosp Dist #2 Contractor Owner Builder Q- STATE — exempt 12/31/2011 Fee Information Project Details Project Valuation $4,000.00 Entered Bid Valuation 4,000 DOLL Building Permit Fee 97.25 Units: Heat Type: Plan Review Fee 63.21 Bedrooms: Construction Type: II - B Technology Fee for Building Permit 5.00 Bathrooms: Occupancy Type: State Building Code Council Fee 4.50 Record Retention Fee for Building 5.00 Permit Total Fees $ 174.96 Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner pf the property or authorized agent of the owner. Print Name AMES ¢ hn Ve = Signature fiir (©) lan KX —iODate v Date Issued: 01/24/2011 Issued By: MWAY ey /: 20) [ Date Expires: 07/23/2011 f Development Services 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Commercial Building Permit Application Project Address & Zoning District: Legal Description (or Tax #): Office Use Only Addition. E&/SENGEE/S ES7¢ Shenoy STREET | oy ine. Pm) val BLD W-198 qi OFa B06! Parcel # COOGY Sis 2-(/O/ Lot(s): = Associated Permits: Project Description: es a! > Applications accepted by mail must include a check for initial plan review fee of $150 | | > See the “Commercial Building Permit Application Checklist” for details on | OCT |= EEE | ese! plan submittal requirements. | | | Remoper Buling OFFI | Property Owner: A, Name: Deer FecesoN HEALTHCALE Address: 63 ¥ SHEIIDAID STREET” City/svzip: POET TOL WU SEWO WA, Phone: 360/38S- 2200 VESES Emai_J Ska nnes@J gh CFE Lender Information: PORT Tenis Lender i over $5,000 in valuation per RCW 19.27.095. Name: N/ 4 Lt LO Project Valuation: $ 4000. ~ Contact/Representative: Name:__, J7 SKANNES Address: 639 Sheridan Steeet City/suzip: FOr) Townsend WA. 98368 Phone: Sto/ 385-2200 XxX /¥Y02- Email_ I Skannes @IgGh. Org cone" OW NEL Address: A) / A City/St/Zip: / Phone: Email: State License #: Exp: City Business License #: Construction Type:___//~ & Occupancy Rating: Bo Lnicft pulfehent | Building Information (square feet): 1* floor Restrooms: 2" floor Deck(s): 3” floor Storage: Basement: Is it finished? Yes No Other: New 0 Addition O Remodel/Repair 0 Change of Use 0 Total Lot Coverage (Building Footprint): Square feet: % Impervious Surface: Square feet: | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: JAMES Kani ES Signature: Cane. Sanna Date: LE, ob // Z _ 12 tips to remember 1. Make sure your contractor is properly registered. ad Be wary of contractors who ask you to pick up the building permit. ed Plan your project carefully, including detailed plans, if necessary. Try to get at least three written bids on each job. ha Ask contractors for references. Ask what inconveniences might arise. Obtain a written contract. BN UN Make sure you understand the terms | before you sign anything. 9. Be cautious about paying for work not yet completed. 10. Put all change orders in writing. 11. Make frequent inspections and consult your local building department. 12. Avoid making final payment until you have received a lien release from suppliers and subcontractors. Risks and liabilities When hiring an unlicensed contractor and acting as your own contractor: 1. You are responsible for the medical and time loss costs of employees injured while working on your project. 2. You may be liable for all unpaid taxes. 3. Your homeowner’s insurance may not cover work done by an unlicensed contractor. 4. The law requires complete disclosure of all work that has been done on your home, if you resell. You may be required to do work over again that has been done without permits, or inspections. Non-disclosure can lead to civil action being taken against you. 5. You may be placing yourself and your family in a life-threatening situation, especially when hir- ing unlicensed people to install plumbing, elec- trical wiring, heating systems or wood stoves. 6. Suppliers can place a lien on your home for non-payment of materials by your contractor. 7. Unpaid workers can place a lien on your property. 8. When problems arise, your only recourse is a lengthy and costly civil action — if there are any assets of value to attach, and if you can find the contractor. Insurance protection Contractors are required to carry at least $20,000 in property damage insurance coverage and $100,000 in bodily injury or death insurance. You are encouraged to verify the contractor’s insurance coverage with his or her agent, as the department's records may not reflect current coverage. Our information line The Labor and Industries contractor registration information line 1-800-647-0982 operates weekdays from 8 a.m. until noon and | to 5 p.m., excluding state holidays. The information line allows you to check whether commercial and resi-dential contractors are registered and properly bonded. Our staff can tell you if the contractor currently is registered, if action against the bond is pending, or if legal acton has been taken against the contractor’s bond in the past. We also can tell you how long a contractor has been registered. Labor and Industries is an Equal Opportunity and Affirmative Action employer. The department complies with all federal rules and regulations and shall not discriminate on the basis of race, color, national origin, sex, creed, marital status, sexual orientation, age, religion or disability as defined by applicable state and/or federal regulations or statutes. Gua ivan, OWNER SIGNATURE Before hiring a contractor If you are a consumer interested in having work done by a contractor, this brochure can help you by: ¢ Explaining how the Washington state contractor registration program works. ¢ Describing how the contractor registration law protects consumers. ¢ Outlining the requirements for contractors. Washington state law requires all contractors to be registered. General contractors must maintain a $6,000 bond and specialty contractors must maintain a $4,000 bond. (Specialty contractors are those who participate in no more than two trades and do not subcontract work to other contractors.) It is against state law for any contractor to submit bids or perform any contracting work without being registered with the Department of Labor and Industries. It also is illegal for contractors to advertise without including their 12-character contractor registration number in the advertisement. Consumer protection The contractor registration law exists to protect consumers from incompetent and/or fraudulent contractors. Requiring contractors to be bonded gives consumers some financial protection against unsatisfactory or incomplete work. Dissatisfied consumers may take civil action to obtain restitution by taking action against a contractor’s bond in Superior Court. The law also requires contractors to carry insurance for property damage and public liability. It also ensures that contractors have a current Unified Business Identifier (UBI) Account Number and Federal Employer Account Number. Any correspondence you send to a contractor should clearly state that bids will not be accepted unless the contractor provides a valid registration number. While the law does not guarantee perfect. ie performance, it improves the likelihood that the contractor does competent work. Registration penalties A maximum $3,000 fine and a misde- meanor infraction can be levied against any con- tractor who performs work or submits a bid with- out being registered with Labor and Industries. Development Services 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Commercial Building Permit Application Project Address & Zoning District: ES Shelicqn STREET Gl- 09a BOS! Parcel#® HOO GY E32 1/0) Legal Description (or Tax #): Addition. E/SENMBE/S Office Use Only Block. 2/ iné PIN vAbT™ 4PLD W-198 1-8 Associated Permits: Lot(s): Project Description: as ee ae s Remope. Bulg offi b VIET > Applications accepted by mail must include a check for initial plan revi > See the “Commercial Building Permit Application Checklist” for details plan submittal requirements. of $150 HA dy OCT | =-#-2010 ad Property Pe. Name:_JZEF; cson HeatHdAee Address: 63 ¥ PAN STREET City/svzip: PORT TotunisServo WA, Phone: 360/38S- 2200 TESES Lender Informatioh:0F PORT OREN Lender i i S over $5,000 in valuation per RCW 19.27.095. Name: N/ 4- Project Valuation: $ ty C00. Email:_J Ska nnes @jg9h OV" Contact/Representative: Name:__. J7m SKANNES Address: 6394 Sheridan Steeet City/SvZip:YOrl Townsend WA. 98368 Phone: Sto/ 885-2200 xX /¥02- Email: JSkamnes @Igh, org gemet" OLNMEL Construction Type:__(/- & Occupancy Rating:,.._ Cunie/e oul fahen! | Building Information (square feet): 1* floor Restrooms: 2™ floor Deck(s): 3” floor Storage: Basement: ls it finished? Yes No Other: New O Addition O Remodel/Repair 0 Change of Use 0 Address: AS Ln City/St/Zip: / Phone: Email: State License #: Exp: City Business License #: Total Lot Coverage (Building Footprint): Square feet: % Impervious Surface: Square feet: | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities ‘ities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. print Name: JAMES KANE S Signature: OZ Saannta_ Date: 4 a ob // Z Doorway to Brtk [taccwAay Wo CuReenT of Fite MbPiWG WAP AtovpsDd WOKE Cfation TO A Uomodate more STAFF. PEcACPET OFFICES Ow (bow ple Tlon Sim Cean VES gu Windows XP Microsoft® Windows Printer Test Page Congratulations! If you can read this information, you have correctly installed your GelSprinter GX 5050N PCL 6 on PC4643. The information below describes your printer driver and port settings. Submitted Time: 6:57:07 AM 10/7/2010 Computer name: PC4643 Printer name: GelSprinter GX 5050N PCL 6 Printer model: GelSprinter GX 5050N PCL 6 Color support: Yes Port name(s): IP_10.10.13.88 Data format: RAW Share name: Location: Comment: Driver name: GLS600K. DLL Help file: GLS600.HLP Driver version: 1.40 Environment: Windows NT x86 Additional files used by this driver: C:\WINDOWS\System32\spool \DRIVERS\W32X86\3\GLS600P.DLL (3. C: \WINDOWS\System32\spool \DRIVERS\W32X86\3\GLS600C.DLL (1. C:\WINDOWS\System32\spoo]1 \DRIVERS\W32X86\3\GLS600L.DLL (1. C:\WINDOWS\System32\spool \DRIVERS\W32X86\3\GLS600X.DLL (3. Cc: \WINDOWS\System32\spoo] \DRIVERS\W32X86\3\GLS600S.DLL (3. C:\WINDOWS\System32\spool \DRIVERS\W32X86\3\GLS600J.DLL (2. C: \WINDOWS\System32\spoo] \DRIVERS\W32X86\3\GLS600Q.EXE (2. C:\WINDOWS\System32\spoo1 \DRIVERS\W32X86\3\GLS600ZU. DLL C C:\WINDOWS\System32\spoo1 \DRIVERS\W32X86\3\GLS600ZK.DLL ( C: \WINDOWS\System32\spoo1 \DRIVERS\W32X86\3\GLS600WU. DLL (2. C: \WINDOWS\System32\spool \DRIVERS\W32X86\3\GLS600WK. DLL ¢ . 2) NN O N A R O N Co O O W O O O BS S fo ) A C:\WINDOWS\System32\spoo] \DRIVERS\W32X86\3\GLS600PI.DLL C: \WINDOWS\System32\spool \DRIVERS\W32X86\3\RIC600X.EXE (2.3.0. C:\WINDOWS\System32\spool \DRIVERS\W32X86\3\TrackID.DLL (1, 0, 4, 1) C: \WINDOWS\System32\spool \DRIVERS\W32X86\3\TIBase64.d11 (1, 0, 1, 0) C: \WINDOWS\System32\spool \DRIVERS\W32X86\3\TIFmtA.d11 (1, 0, 4, 0) This is the end of the printer test page. Receipt Number: BLD10-198 948321101 Plan Review Fee $63.21 $63.21 $0.00 BLD10-198 948321101 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-198 948321101 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD10-198 948321101 Building Permit Fee $97.25 $97.25 $0.00 BLD10-198 948321101 Record Retention Fee for Building Per $5.00 $5.00 $0.00 Total: $174.96 CHECK 090014 $ 174.96 Total: $174.96 genpmtrreceipts Page 1 of 1 WALL MOLDINGS: WALL MOLDINGS ARE REQUIRED TO HAVE A HORIZ. FLANGE 2" WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPARTMENT & THE DESIGNER OF RECORD. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN-ATTACHED WALLS. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS 1, 6- 0 " , MA X \ [°) + + LATERAL FORCE BRACING: RIGID VERT. STRUT. & SPLAY WIRES, TYP. 12 ' - 0 " , 0. C . a. WALL MOLDING, TYP. PERIMETER WIRE | | | 8", MAX., TYP. 6'-0", MAX. 12'-0", 0.C. 4 PLAN A PENETRATIONS, INCLUDING COLUMNS AND SPRINKLER HEADS SHALL HAVE 2" MINIMNUM ESCUTCHEON PLATES ALLOWING 1' FREE MOVMENT IN ALL HORIZONTAL DIRECTIONS. SURROUNDED BY FOUR WALLS BRACED TO STRUCTURE, SEE ASCE 7-02 9.6.2.6.2.2. ITEM C. POWER-ACTUATED FASTENERS: POWER ACTUATED FASTENERS ARE NOT ACCEPTABLE FOR ANY LOADS UNDER TENSION, I.E. HANGER WIRES AND TOP TRACK OF SOFFITS/SUSPENDED PARTITIONS. SPLAY WIRE BRACING: SPLAY WIRES ARE TO BE FOUR 12 GA. WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90° FROM EA. OTHER & AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF CEILING. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING CEILING TILE HEAVY DUTY CLASIFICATION CEILING GRID CROSS TEE —————__ se en ACOUSTICAL Onl ono BO CEILING TILE oy a 8 OR = = | LESS SEISMIC CONTROL JOINT Sr AREAS OVER 2,500 SF re 45° OR LESS ELEVATION 12 GA. VERTICAL WIRE HANGER @ 4'.0" 0.C. ALONG LATERAL FORCE BRACING EA. MAIN RUNNER REQUIREMENTS: SCREW FASTEN TO LATERAL FORCE BRACING IS STRUCTURE ABOVE. REQ'D FOR CEIL'GS O/ 1,000 SQ. FT. & POWER-ACTUATED NOT REQ'D FOR CEILING LESS THAN FASTENERS NOT 1,000 SQ. FT. PROVIDED THEY ARE ACCEPTABLE. RIGID VERTICAL CEILING TILE LATERAL BRACE: 25 GA. VERT. METAL STUD QU STRUT (COMPRESSION POST) @ 12-0" 0.C. STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS & STRUCTURE ABOVE MAIN BEAM MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS FOR 1" METAL STUDS: 1 5/8" METAL STUD (25 GAGE) UP TO 6'-2" 2 1/2" METAL STUD (25 GAGE) UP TO 10'-6" NOTES: A STRUT, WITH STIFFNESS ADEQUATE TO RESIST THE VERTICAL LOADS IMPOSED, SHALL BE ATTACHED TO THE SUSPENSION SYSTEM & TO THE STRUCTURE ABOVE AT EACH BRACING LOCATION. 1. 13 HORIZONTAL RESTRAINTS SHALL BE NO MORE THAT 12 FEET ON CENTER IN EACH DIRECTION AND THE FIRST POINT SHALL BE WITHIN 6 FEET OF EACH WALL. SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY THE LOCAL BUILDING DEPT. SHALL BE USED TO PREVENT ENDS OF MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE USED IN LIEU OF SPREADER BARS, SEE CISCA zones 3-4. LIGHT FIXTURES & MECHANICAL SERVICES: ATTACH PER "GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES - SEISMIC ZONES 3 & 4, MAY 2004 (OR MOST CURRENT) BY CEILING & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). SUSPENDED CEILING INSTALLATION SHALL BE INSTALLED PER IBC 2003, NORTHWEST WALL & CEILING BUREAU'S FIELD TECHNICAL GUIDE #401, ASTM C 635 & ASTM C636, ASCE 7-02 & CISCA zones 3-4. SEISMIC SEPARATION JOINTS: FOR CEILING EXCEEDING 2500 SQ. FT., A SEISMIC JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES & PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE, SEE ACSE 7-02 ITEM 9.6.2.6.2.2D. CHANGES IN CEILINGS PLANES WILL REQUIRE POSITIVE BRACING, SEE ACSE 7-02 9.6.2.6.2.2 ITEM F. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM, SEE IBC 1621.1.2. SEISMIC BRACING @ SUSP. CLG. NO SCALE | he! | | LI 1 10 T H ST R E E T L| fa l l GISE STREET : f = ——s STMT TTT TTT TT s AREA OF WORK —— (LLLLLLLLL f pa | _——_- @ = 1295 BLDG ’ CLEVELAND STREET 1965 BLDG [ee BLDG Lhe | 4 A \ 7T H ST R E E F - — - / (6) Project Description PROJECT DESCRIP MINOR FACILITY IMPROVEMENTS TO ACCOMMODATE 7 SCRIPTION: NEW FINANCE OFFICE General Notes 1. DIMENSIONS TO FACE OF FINISH 2. DOOR FRAMES ARE TO BE INSTALLED 4" FROM JAMB TO WALL INTERSECTION UNLESS NOTED OTHERWISE. (8) Code Information JURISDICTION CITY OF PORT TOWNSEND, WASHINGTON BUILDING CODES 2009 INTERNATIONAL BUILDING CODE (IBC) 2009 W/ WASHINGTON STATE AMENDMENTS, WAC 51-50 2009 INTERNATIONAL FIRE CODE (IFC) W/ WASHINGTON STATE AMENDMENTS, WAC 51-54 2009 INTERNATIONAL MECHANICAL CODE (IMC) OCCUPANCY g ) Project Information OCCUPANCY GROUP(S): TaNnER: SEC 304.1 BUSINESS GROUP "B" - CLINIC/OUTPATIENT JEFFERSON HEALTHCARE PHONE: (360) 385-2200 X2066 FAX: (360) 385-2200x2066 CONTACT: DANA MICHELSEN OCCUPANT LOAD: TABLE 1004.12 "MAXIMUM FLOOR AREA PER OCCUPANT" INSTITUTIONAL USE/OUTPATIENT AREA = 100 SQUARE FEET / OCCUPANT EXIT SIGN IS NOT REQUIRED WHERE ONLY 1 EXIT IS REQUIRED CONSTRUCTION TYPE TYPE: II-B IN THE AREA OF WORK PROJECT ADDRESS 834 SHERIDAN AVENUE PORT TOWNSEND, WA 98363 AUTOMATIC F W/ WASHINGTON STATE AMENDMENTS, WAC 51-52 ‘iglaiiati caitlaaliaaiaaal Ser 2009 UNIFORM PLUMBING CODE (UPC) BUILDING AREA W/ WASHINGTON STATE AMENDMENTS, WAC 51-56 & WAC 51-57 ; 2009 WASHINGTON STATE ENERGY CODE, WAC 51-11 tees pope tll 10 Project Team 2009 WASHINGTON STATE VENTILATION CODE, WAC 51-13 nl a. patel =: i : ARCHITECT 2009 IBC - CHAP’ 710 JOHN NELSON LANE ICC/ANSI a — BY IBC) BUILDING HEIGHT BAINBRIDGE ISLAND, WA 98110 # STORIES: 3 STORY IN THE AREA OF WORK PHONE: (206) 780-0876 Bice 52'-6" FAX: (206) 780-5876 CONTACT: BOB MILLER-RHEES ; ~ ~ ~ ~ ~ ~ ~ ~ fF ~ Z ~ 1 —— i l = _ Een ucacy kit /Eoness — Way wer one Gertini. TQNVAZD Tl - \ceessimut- Desk tevevswe Pa, 2B AM U2 \ N POM ETPCTURE St STAEMABIE TY © COPYRIGHT, COATES DESIGN, INC. 2010 9092 REGISTERED ARCHITECT MATTHEW G COATES STATE OF WASHINGTON BE 1/ —_ Fal Anne Sete (Te. oF ML) | MAA\\ | FF I Cuore, OOS, | ( | i a | FINANCE ~ . \ 95 -F25 i FINANCE | . 95-F27 | 1) SITE PLAN ax NC ExAsty SCALE: 1:480 NORTH wa ~ 4 i -—- - a = mf “ - ! 7 a ' I | N [| seer | | SS I | / | C [<o) AREA OF WORK | casework by Owner yy SL II ke _— | | ~~ I oO | | , ! fop) y | , O | new sv-1 vinyl wall covering ae AL | | iI ae type and color to be coordinated casework by Owner O < : U . , " with building owner existing casework to ; | | | OCCUPANCY B FULLY SPRINKLERED | asian 7 = (Y = | Sens | | A 7 C 27_) io 5 © ted Hg 2d (wn, BWR " — [ a ee Sere te ; BY ICLeseR 0) Oo Ry Scariest | Seas Oo Oo Oo Oo M@4 Cc 7 on a | : Oo. OO . it vA: es Cc © YVtivY VY viv VY VY YY YF , YY V a | 24 | age 22,500 SQUARE FEET ? P = Le 0 le 1 T | new pendant lights Dis; Cc C | | | [ [ e en | se oo ot 2 rn “ld oscar | LL = | Li T T rT 1 w a : ! aan 4 , . ; ; new fire rated door and wT I < Lo ~~ ee ee | frame, refer to door schedule CORRIDOR tp) ~ L__ for more information APPROVED ~ O* ! i ' ZOwWN. Casa Te KiST NG- Bases Date: o Cc I ie) “ee See | OFF CORRIDS Permit No. -\4 Oo ! ; = By: \ 0) — ! Buitding Official E —! . CITY OF PORT TOWNSEND 1 | , 11 Partial Floor Plan © <i, SCALE: 1/4"=1'-0" LL NOTICE: Plans are approved excepti > > (| L 9 Lower Level Key Plan any errors or omissions. All work must O I< NORTH wa SCALE: NTS ed Inspection in conformance with V. applicable codes and regulations. om 8.9 (28) 10 Oo. z= ROOM NO. | NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING REMARKS/NOTES O on MTL | FIN MIL] FIN | MTL FIN MTL | FIN MTL FIN HT — qf 1 aa oO 95F27 | FINANCIAL OFFICE | CPT Rus | exist| prt | exist | prt1 | exist | Pr4 | exist | pr2 | act FF | ExisTig-0"s| PATCH FLOORING AND BASE, REMOVE TNEW ACOUSTICAL CEILING AND GRID— a wari fi = - - a % ‘ —_— YW —- (FIELD VERIFY EXIST. HT.) uly W) aaa ad E l N | S H S cs H E D U L EF ACT — ACOUSTICCEILING TILE FINISH SCHEDULE REMARKS/NOTES Cc oe ad 3 ae rece 1. PAINT ALL HM FRAMES. INCLUDE PAINTING ENTIRE FRAME Ly <= NO SCALE EF FACTORY FINISH FOR DOORS THAT ACCESS AN AREA OF WORK. 40) ~) F. LL Gre | Gime Wel OAD 2. PAINT ALL SOFFITS AND CEILING DROPS. TYPE MATERIAL MANUFACTURER SPECIFICATION REMARKS <4 allt eeenie 3. REMOVE / REINSTALL / MODIFY EXISTING BASE AS Cc Le ; . NECESSARY. <p PT-2 PAINT - ACCENT COLOR O CPT CARPET MANNINGTON COLOR: 4311 BROADLOOM RB 4" RUBBER BASE | | | ] LU w SERIKOS OUTING - — © RB RUBBER BASE BURKE pa ann: SEE PT PAINT BM ECO SPEC Z 2" | iol : COLOR: MELLOW MIST 4 a oH ant Oj SHEEN: EGGSHELL = n a ole PT.2 PAINT BM ECO SPEC ACCENT COLOR PROVIDE ONE WALL : ia . oe = a rs, ~ > ~ I = sz COLOR TO BE SELECTED BY OWNER i i (7 :l = ss 2 ; ( Lu pee ACT ACOUSTICAL ARMSTRONG FINE FISSURED ST 7 || - @ S TILE CEILING SECOND LOOK: #1761 a i ' ] cc col= PL-1 PLASTIC WILSONART COLOR: #181435 FOR HORIZONTAL SURFACES: COUNTERTOPS AND INCLUDING Q . ne : . Na z 7 LAMINATE DEEPSTAR BRONZE BACKSPLASH AND SIDESPLASH - L | Qa Ww % Lu PL-2 PLASTIC WILSONART COLOR: #7948-07 FOR VERTICAL SURFACES: INCLUDING ALL EXPOSED VERTICAL By a | f a LAMINATE MAMBO \ ” FACES AND SEMI-EXPOSED SURFACES SUCH AS INSIDE FACES OF , a eee 4 ” DOORS AND DRAWERS \ fl _G | - L_ =P a = ” . DOORS WOOD VENEER: STAIN AND PROVIDE RANGE OF COLORS AND FINISHES FOR SELECTION BY THE So EXIS TING CASE WORK —_ / / 2 VARNISH TO MATCH EXISTING OWNER 1 F TQ BE REMOVE] / © $ o FRAME TYPES EXISTING WALLS / | s£o DOOR FRAMES COLOR: MELLOW MIST COLOR TO MATCH WALL - ALKYD ENAMEL DOOR TYPES Te | ae MOVEN : — UU r ra} SHEEN: SEMI-GLOSS BE REMOVED = EXISTING CASEWO | T RE Pf f ) a | 4 MATERIAL SCHEDULE LD J NO SCALE 12 Demo Plan NORTH SCALE: 1/8"=1'-0" DOOR ROOM DOOR FRAME DETAILS HARDWARE RATINGS REMARKS NUMBER NUMBER NAME TYPE | WIDTH} HEIGHT} THICKNESS | MATERIAL | FINISH] TYPE | MATERIAL | FINISH| JAMB | HEAD SILL GROUP GLAZING | SMOKE] FIRE = 27 95-F 27 FINANCE F 3-0" T-0" 1.75 Sc woOoD 1 HM PT 5/A-6 5IA6 | 15/A-6 1 - 1/3HR | 1/3HR DOOR SCHEDULE 5 NO SCALE | | =| GISE STREET _ Project Information OWNER: JEFFERSON HEALTHCARE PHONE: (360) 385-2200 X2066 FAX: (360) 385-2200x2066 CONTACT: DANA MICHELSEN OCCUPANCY 9 OCCUPANCY GROUP(S): SEC 304.1 BUSINESS GROUP "B" - CLINIC/OUTPATIENT 6 Project Description (8) Code Information JURISDICTION CITY OF PORT TOWNSEND, WASHINGTON BUILDING CODES 2009 INTERNATIONAL BUILDING CODE (IBC) 2009 W/ WASHINGTON STATE AMENDMENTS, WAC 51-50 2009 INTERNATIONAL FIRE CODE (IFC) W/ WASHINGTON STATE AMENDMENTS, WAC 51-54 2009 INTERNATIONAL MECHANICAL CODE (IMC) W/ WASHINGTON STATE AMENDMENTS, WAC 51-52 2009 UNIFORM PLUMBING CODE (UPC) | pees eee 1 W/ WASHINGTON STATE AMENDMENTS, WAC 51-56 & WAC 51-57 | 2009 WASHINGTON STATE ENERGY CODE, WAC 51-11 | | | | | | | | | | TT | | | | | | | | | | | | | | | | | | | | | | | | | | 2009 WASHINGTON STATE VENTILATION CODE, WAC 51-13 AREA OF WORK ACCESSIBILITY { LU ] PROJECT DESCRIPTION: MINOR FACILITY IMPROVEMENTS TO ACCOMMODATE NEW FINANCE OFFICE 7 General Notes 4. DIMENSIONS TO FACE OF FINISH WALL MOLDINGS: | | WALL MOLDINGS ARE REQUIRED TO HAVE A HORIZ. FLANGE 2" WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPARTMENT & THE DESIGNER OF RECORD. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN-ATTACHED WALLS. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS 90°, TYP. k——— |O 90°, TYP. -= LATERAL FORCE BRACING: RIGID VERT. STRUT. & SPLAY WIRES, TYP. | | | | WALL MOLDING, TYP. + lo a ; = PERIMETER WIR / 8", MAX., TYP. L _ OCCUPANT LOAD: TABLE 1004.12 "MAXIMUM FLOOR AREA PER OCCUPANT" INSTITUTIONAL USE/OUTPATIENT AREA = 100 SQUARE FEET / OCCUPANT EXIT SIGN IS NOT REQUIRED WHERE ONLY 1 EXIT IS REQUIRED CONSTRUCTION TYPE TYPE: II-B IN THE AREA OF WORK AUTOMATIC FIRE SPRINKLER: FULLY SPRINKLED BUILDING AREA LOWER LEVEL: MAIN LEVEL: UPPER LEVEL: TOTAL: BUILDING HEIGHT # STORIES: 3 STORY IN THE AREA OF WORK # FEET: 52-6" OR LESS PROJECT ADDRESS 834 SHERIDAN AVENUE PORT TOWNSEND, WA 98363 2. DOOR FRAMES ARE TO BE INSTALLED 4” FROM JAMB TO WALL INTERSECTION UNLESS NOTED OTHERWISE. TAX LOT ID # 91-0928081 (10)-Frolect Team ARCHITECT COATES DESIGN, INC 710 JOHN NELSON LANE BAINBRIDGE ISLAND, WA 98110 PHONE: (206) 780-0876 © COPYRIGHT, COATES DESIGN, INC. 2010 FAX: (206) 780-5876 9092 CONTACT: BOB MILLER-RHEES S MATTHEW G COATES STATE OF WASHINGTON | 22,557 SQFT 62,170 SQFT 20,162 SQFT 105,854 SQ FT L es , 6- 0 " , MA X . | | | | | | | 2009 IBC - CHAPTER 11 ICC/ANSI A117.1-2003 (REFERENCED BY IBC) 12 - 0 " , 0. C — 2 | | 10 T H ST R E E T REGISTERED ARCHITECT 1995 BLDG 6-0", MAX. 12-0", 0.C, 4 PLAN ALL PENETRATIONS, INCLUDING COLUMNS AND SPRINKLER HEADS SHALL HAVE 2" MINIMNUM ESCUTCHEON PLATES ALLOWING 1’ FREE MOVMENT IN ALL HORIZONTAL DIRECTIONS. ™ CLEVELAND STREET 1965 BLDG Z Ed e x . 7T H ST R E E T - - — - { K NY \ ACOUSTICAL i CEILING TILE 8"OR = | LESS SEISMIC CONTROL JOINT AREAS OVER 2,500 SF 45° OR LESS LU | 1923 BLDG FI N I S H E D CL G HE I G H T BE 1/ r ELEVATION 12 GA. VERTICAL WIRE HANGER @ 4'-0" 0.C. ALONG EA. MAIN RUNNER SCREW FASTEN TO STRUCTURE ABOVE. POWER-ACTUATED FASTENERS NOT ACCEPTABLE. RIGID VERTICAL LATERAL FORCE BRACING REQUIREMENTS: LATERAL FORCE BRACING IS REQ'D FOR CEIL'GS O/ 1,000 SQ. FT. & NOT REQ'D FOR CEILING LESS THAN 1,000 SQ. FT. PROVIDED THEY ARE SURROUNDED BY FOUR WALLS BRACED TO STRUCTURE, SEE ASCE 7-02 9.6.2.6.2.2. ITEM C. FINANCE [95-F25 | 1 = —_ —/ FINANCE SITE PLAN 1 SCALE: 1:480 NORTH new casework to be coordinated with building owner AREA OF WORK POWER-ACTUATED FASTENERS: POWER ACTUATED FASTENERS ARE NOT ACCEPTABLE FOR ANY LOADS UNDER TENSION, I.E. HANGER WIRES AND TOP TRACK OF SOFFITS/SUSPENDED PARTITIONS. new sv-1 vinyl wall covering type and color to be coordinated with building owner new casework existing casework to remain | | vi 27 0 O 0 f : vy aR YHUV¥vyy¥_yy|y vy fy vy “sg 8 ~ ~ Ps a 22,500 SQUARE FEET . a ——F new pendant lights —___/ | | new fire rated door and L a i frame, refer to door schedule CORRIDOR L_ a SO ess 7 for more information 11 Partial Floor Plan SCALE: 1/4"=1'-0" CEILING TILE r 1995 ADDITION TYPE 2- 1 HOUR OCCUPANCY B FULLY SPRINKLERED WA 98 3 6 8 LATERAL BRACE: 25 GA. VERT. METAL STUD f) STRUT (COMPRESSION | POST) @ 12-0" 0.C. STRUTS = oe oo MUST BE POSITIVELY ATTACHED TO THE SSR eae ] d ae 0 0 3- 0 " SC A L E Te n a n t Im p r o v e m e n t s - Fi n a n c e Ro o m JE F F E R S O N HE A L T H C A R E 83 4 Sh e r i d a n Av e SPLAY WIRE BRACING: SPLAY WIRES ARE TO BE Ke FOUR 12 GA. WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90° FROM EA. OTHER & AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF CEILING. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING SUSPENSION SYSTEMS & STRUCTURE ABOVE Ee | CEILING TILE Po r t To w n s e n d , HEAVY DUTY on i CLASIFICATION CEILING GRID CROSS TEE NORTH Pp Lower Level Key Plan NORTH SCALE: NTS MAIN BEAM MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS FOR 1" METAL STUDS: ROOM NO. NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING 1 5/8" METAL STUD (25 GAGE) UP TO 6'-2" MTL FIN MTL FIN | MTL FIN MTL FIN MTL FIN HT 2 1/2" METAL STUD (25 GAGE) UP TO 10'-6" 95-F27 | FINANCIAL OFFICE | CPT RUB Exist | PT-1 | exist | PT-1 | Exist | PT-1 | Exist | PT-2 ACT FF | ExisTig-0°s| PATCH FLOORING AND BASE, REMOVE TNEW ACOUSTICAL CEILING AND GRID ae = ol a a _ ac ' NOTES: all (FIELD VERIFY EXIST. HT.) ni 1. A STRUT, WITH STIFFNESS ADEQUATE TO RESIST THE VERTICAL LOADS IMPOSED, F | N | S 4 SC H -E D U LE = SHALL BE ATTACHED TO THE SUSPENSION SYSTEM & TO THE STRUCTURE ABOVE AT 3 ak tans EACH BRACING LOCATION. NO SCALE FF. FACTORY FINISH 2. HORIZONTAL RESTRAINTS SHALL BE NO MORE THAT 12 FEET ON CENTER IN EACH TYPE MATERIAL MANUFACTURER SPECIFICATION REMARKS Fas, a aaa DIRECTION AND THE FIRST POINT SHALL BE WITHIN 6 FEET OF EACH WALL. PT-2_ PAINT- ACCENT COLOR CPT CARPET MANNINGTON COLOR: 4311 BROADLOOM RB 4" RUBBER BASE SERIKOS OUTING nN COLOR: 108 BRONZE METALLIC 2 2' SEE COLOR: MELLOW MIST SHEEN: EGGSHELL ACCENT COLOR REMARKS/NOTES ACOUSTIC CEILING TILE CARPET FINISH SCHEDULE REMARKS/NOTES | 1. PAINT ALL HM FRAMES. INCLUDE PAINTING ENTIRE FRAME FOR DOORS THAT ACCESS AN AREA OF WORK. 2. PAINT ALL SOFFITS AND CEILING DROPS. 3. REMOVE / REINSTALL / MODIFY EXISTING BASE AS I | | NECESSARY. 3. SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY THE LOCAL BUILDING DEPT. SHALL BE USED TO PREVENT ENDS OF MAIN BEAMS AT PERIMETER WALLS FROM ae SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE USED IN LIEU OF SPREADER BARS, SEE CISCA zones 3-4. PTA PANT RUBBER BASE BURKE BM ECO SPEC 2 4. LIGHT FIXTURES & MECHANICAL SERVICES: ATTACH PER "GUIDELINES FOR SEISMIC PT-2 PAINT RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES - SEISMIC ZONES 3 & 4, MAY 2004 (OR MOST CURRENT) BY CEILING & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). BM ECO SPEC PROVIDE ONE WALL : . COLOR TO BE SELECTED BY OWNER ; ‘i LAP ND B / B M R ACT ACOUSTICAL TILE CEILING PLASTIC LAMINATE ARMSTRONG FINE FISSURED SECOND LOOK: #1761 COLOR: #181435 DEEPSTAR BRONZE 08 / 2 0 / 2 0 1 0 5. SUSPENDED CEILING INSTALLATION SHALL BE INSTALLED PER IBC 2003, NORTHWEST PL-1 WILSONART WALL & CEILING BUREAU'S FIELD TECHNICAL GUIDE #401, ASTM C 635 & ASTM C636, ASCE 7-02 & CISCA zones 3-4. FOR HORIZONTAL SURFACES: COUNTERTOPS AND INCLUDING BACKSPLASH AND SIDESPLASH PL-2 PLASTIC WILSONART LAMINATE COLOR: #7948-07 MAMBO FOR VERTICAL SURFACES: INCLUDING ALL EXPOSED VERTICAL wg FACES AND SEMI-EXPOSED SURFACES SUCH AS INSIDE FACES OF , DOORS AND DRAWERS ® PROVIDE RANGE OF COLORS AND FINISHES FOR SELECTION BY THE Me OWNER 1 F FRAME TYPES DOOR TYPES | EXISTING WALLS ___/ COLOR TO MATCH WALL - ALKYD ENAMEL TO BE REMOVEI EXISTING CASEWORK TO BE REMOVED MATERIAL SCHEDULE —_Ii- NO SCALE 12 Demo Plan NORTH SCALE: 1/8"=1'-0" DOOR ROOM DOOR FRAME DETAILS HARDWARE RATINGS REMARKS NUMBER NAME TYPE | WIDTH | HEIGHT| THICKNESS | MATERIAL | FINISH} TYPE | MATERIAL | FINISH} JAMB | HEAD | SILL GROUP GLAZING | SMOKE | _ FIRE SEISMIC BRACING @ SUSP. CLG. 27 FINANCE F 3-0" 7-0" 1.75 Sc WwooD 1 HM PT 5/A-6 | SIA-6 | 15/A-6 1 - 1/3HR | 1/3HR NO SCALE IS S U E D FO R PE R M I T 1- 9 " SE E SC H E D U L E aN 6. SEISMIC SEPARATION JOINTS: FOR CEILING EXCEEDING 2500 SQ. FT., A SEISMIC JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM, CLOSURE DOORS ANGLES & PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE, SEE ACSE 7-02 ITEM 9.6.2.6.2.2D. WOOD VENEER: STAIN AND VARNISH TO MATCH EXISTING COLOR: MELLOW MIST SHEEN: SEMI-GLOSS Da t e Dr a w n Re v i s i o n DOOR FRAMES t. CHANGES IN CEILINGS PLANES WILL REQUIRE POSITIVE BRACING, SEE ACSE 7-02 9.6.2.6.2.2 ITEM F. 8. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 4 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM, SEE IBC 1621.1.2. NUMBER 95-F27 DOOR SCHEDULE ) NO SCALE 13