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HomeMy WebLinkAbout09037Q°RrT°�ti�, CITY OF PORT TOWNSEND o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: Z Lo PERMIT NUMBER: hL I� o — o ? SITE ADDRESS: 20 (� ► M5 uJ��� �� I �� t Kl�_R t~ CONTACT PERSON: TYPE OF INSPECTION: EQE- I W A (_ ❑ APPROVED ❑ APPROVED WITH — , CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector C W) Lo ie— Date Acknowledgement Date PHONE: ❑ NOT APPROVED Call for re -inspection before pro cee ing. 2�07 Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. QORT TO �o wys CITY OF PORT TOWNSEND v o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT awn For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. DATE OF INSPECTION:PERMIT NUMBER: SITE ADDRESS: jr✓ PROJECT NAME: CONTRACTOR: CONTACT PERSON: �j� PHONE: TYPE OF INSPECTION: C�(� LJ ► J k)A ( L1 l� :7T ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector Date /0 A Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready, for inspection. Poor ro hoF CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: PERMIT NUMBER: �j� Z) (Q —U� SITE ADDRESS: CONTACT PERSON: TYPE OF INSPECTION: PHONE: 2i ❑ APPROVED ❑APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector (L �t� ! C.. ��� Date j i Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. PERMIT # SCOPE OF WORK: I CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG DATE RECEIVED DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS (S -R d nor • a,- J- U 0 3 c( RuA D Zoning: Setbacks OK? -e -�h Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? QORrTo�ti BUILDING PERMIT City of Port Townsend 9� Development Services Department �W 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD09-037 Permit Type Commercial Tenant Improvement Project Name Commercial Tenant Improvement Site Address 2016 SIMS WAY/WATER STREET Parcel # 957602902 Project Description Commercial Tenant Improvement Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Lighthouse Associates Owner Lighthouse Associates Contractor Quality Home Repair (360) 774-0831 CITY 005937 12/31/2009 Contractor Quality Home Repair (360) 774-0831 STATE QUALIHR969F 01/12/2010 Fee Information Project Details Project Valuation 58.064.00 Office tenant improvement a.20% 576 SQFT Building Permit Fee 167.25 Units: Heat Type: Plan Review Fee 108.71 Bedrooms: Construction Type: State Building Code Council Fee 4.50 Bathrooms: Occupancy Type: Technology Fee for Building Permit 5.00 Record Retention Fee for Building 8.50 Permit Total Fees S 293.96 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. 1 certify that the information provided as a part of the application for this pennit is true and accurate to the best of my knowledge. I further certify_ that l am the owner of the property or authorized agent of the owner. Print Na Date Issued: 03/27/2009 Issued By: SFOSTER Signat Date '4 Date Expires: 09/23/2009 a QoRTro�y CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND .t 0 AWA 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. PARCEL NO. 957602902 PERMIT NO ADDRESS 2016 SIMS WAY/WATER STREET OWNER LIGHTHOUSE ASSOCIATES CONTRACTOR QUALITY HOME REPAIR BLD09-037 INSPECTION INSP DATE COMMENTS ISSUED DATE 03/27/2009 EXPIRATION DATE 09/23/2009 CONSTRUCTION TYPE OCCUPANT LOAD PROJECT DESCRIPTION Commercial Tenant Improvement LENDER FRAMING MISCELLANEOUS INSULATION GWB FIRE -FINAL FINAL BUILDING INSPECTION INSP DATE COMMENTS TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. Dev%- _ ipment Services O�QORT TO�y� � � -� �,,_� tt �250nMad+son`Street �Sulte 3> P6-`rt'Townsend WA' 98368 r Fhone' 360 379L5095_.. Fax344-4619., q _ _ �oFWASS www.o yofpt.us` Commercial Building Permit Application Project Address & Zoning District: ZO ICo WATE2 S,.t cT"E- Parcel # Project Description: Legal Description (or Tax #): Addition: HA: Trrtw,- 7- r-> Block: Zq Lot(s Applications accepted by mail must include a check for initial plan review fee of $150 See the "Commercial Building Permit Application Requirements" for details on _ plan submittal requirements. Property Owner: Name: I<E N MC_-- 'a Address: City/St/Zip:�plzT Phone: Email: Contact/Representative: Name:Jl<FF E21_� (PqA,�H % 1--Vf M Address: 7o-4 0 ST- City/St/Zip: {P012 -r Phone: 77-1 —063/ Email. - Contractor: Name:,!lEFF- Address: WO4 (% 'ST" City/St1Zip: OZ:7-1 TOC_:)ADciFwL ) Phone: 7"7-1 " 063 Email: State License #QU AU 4g%9 City Business License #:06f937 J3W.Exp: i I I 101 Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: Project Valuation: $ (12 Construction Type: Occupancy Rating: Building Information (square feet): f4loor 5-76 Restrooms:_10"' 2"d floor Deck(s): 3`d floor Storage: >� Basement: Is it finished? Yes No Other: New ❑ Addition ❑ Remodel/Repair Change of Use ❑ Total Lot Coverage (B i ld ngL�Foo�pri t) f] E Square feet: Impervious Square feet: 1 hereby certify that the information provided is correct, that I am either the owner or autho and that all activities associated with this permit will be in accordance with State Laws and Print Name: , 15FFPze 44 W t-►,.�.� Signature.' to act Date:._ MAR - 9 2009 COMMERCIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels. The purpose is to show what you intend to build, where it will be located on the lot, and how it will be constructed. I Commercial building permit application. I Non -Residential Energy Code forms: 3J Lighting � Mechanical � Envelope I Three (3) sets of plans with North arrow and scaled, no smaller than Y4" = 1 foot: I Title Page/Cover Sheet: 1. Project identification 2_ Project address, legal description, location map, tax parcel number(s) 3. All design professionals identified including addresses and phone numbers 4. Name, address, and phone number of person responsible for project coordination 5. Design criteria, including occupancy group, construction type, allowed floor area vs. proposed, occupant loads, height and number of stories, deferred submittals, etc. 6. Designate compliance with all applicable codes I A site plan showing: 1. Legal description and parcel number (or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5. Street names and any easements or vacations 6. Location and diameter of existing trees 7. Utility lines 8. If applicable, existing or proposed septic system location 9. Delineated critical areas boundaries and buffers I Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting Floor plan: 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing I Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7_ Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation Exterior elevations (all four) with existing slope of the land in relation to all proposed structures If architecturally designed, one set of plans must have an original signature If engineered, one set of plans must have one original signature For new dwelling construction, Street & Utility or Minor Improvement application PORT TO$. Receipt Number: 09-0200 genpmtrreceipts Page 1 of 1 Receipt Date: 03/27/2009 Cashier: SFOSTER Payer/Payee Name: QUALITY HOME REPAIR Original Fee Amount Fee Permit # Parcel Fee Description Amount Paid Balance BLD09-037 957602902 Building Permit Fee $167.25 $167.25 $0.00 BLD09-037 957602902 Plan Review Fee $108.71 $108.71 $0.00 BLD09-037 957602902 State Building Code Council Fee $4.50 $4.50 $0.00 BLD09-037 957602902 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD09-037 957602902 Record Retention Fee for Building Per $8.50 $8.50 $0.00 Total: $293.96 Previous Payment History . Receipt # Receipt Date Fee Description Amount Paid Permit # Payment Check Payment Method Number Amount CHECK N/A $ 293.96 Total: $293.96 genpmtrreceipts Page 1 of 1 .a Location: Lighthouse Mall Hasting 2"d Blk 29 parcel 957602902 Suite 1 2016 Water St Port Townsend, WA Scope of work: Remove existing interior walls and reconfigure to new interior plan, including addition of a door way into an existing office space occupied by Pacific Eye Care. Current suspended ceiling will be modified to comply with requirement for seismic design category D as per informational packet enclosed with plans. Electrical and lighting will be contracted to Frederickson Electrical Contact Person: Jeff Blohm 704 V St Port Townsend, WA 774-0831 t3�..voa - 037 REVIEWED FOR CODE COMPU,NCE DATE 31A � Ao i PERMIT f3LDO - 03 BfZ�� D ������� 7EMAR - 9 2009 CITY Of PORT TOWNSEND DSD FILE, CC .s e C v 6�� rT, P I I�OJ 117 SSC, l CA IR --E- v t sE D Fat R o A 1• oPz SPS( -.l 03? ' ,,; II ,� (D --- I Nh511 1 9 LJN i 6 CITY OF rCRi HALL - 7,1 7,1 SFE A TAA tF-O N�Et�EVV�R�NCr cLEARftNcC AT N\LU Pu L SW tW-- CV004�S f ` 9q i PRO�InE cx�T S�CrN stL. ro � i �oo� t FAL SrERITTACHE� 1��N�UJERIKG- CL:ef)QRWLE �AT'ER_jT� �RT N�RKJAL SWt��. DOoR-S � F MV FBELD TECHNUCAL BNFORMATRON Application recommendations for work at the avail or ceiling This document provides the varioL__ Suspension systems for Acoustical Lay -in Ceilings standards for the installation of sus- pension systems for acoustical lay4n ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection. This document is designed to accomplish the intent of the International Building Code (IBC) ,raith regard to the requirements for seismic design category D for suspended ceilings and related items. Unless supported by engineering or approved by local build- ing department, the suspension system shall be installed per the recluirements for Seismic Design Category (SDC) D. E and F per the IBC. Manufacturers' recommendations should be followed MORTH1.1EST Y:ALL Z CEILING BUREAU General Recommendations • Referenced sources per hierarchy: 20003 IBC (International Building Code). American Soclety of Testing Materials (ASTM C 635. ASTM C 636). American Society of Civil Bigineers (ASCE 7-021 and Ceilings and Interior &I'stems Ccristruction Association (CISCA). • Partitions that are tied to the celling and all partitions greater than 6 feet in height slid be laterally braced to the structure. Bracing shall be indepen- dent of the ceiling splay bracing systenn For further Information on bracing of non4oad be-aring partitions refer to NAICB technical document #201. • Afl nnain beams are to be Heavy DAy (HD). 7-•a2. em .d.2.f.1. a • Ali cross tees shag I-- capable of carr�4ng the design load without exceed - Ing deflection equal to 1/360 of Its span. =,,.,v „ SUSPENSION SYSTEMS FOR ACOUSTICAL LAY- IN CEILINGS • These recommendations are intended for suspended ceilings Including grid. panel or tile. light fbdures and air terminals weighing no more the 4 Ibs. per square ` foot. $ -E7_.n.1 ; t m 3dm�um 3 • All wire ties are to be three tight turns t around 'Itself within three inches. Twelve gage Hanger vnre spaced 4 foot on center (figilre 1).sc ce �t"„ C 62•5:�M 2.3.-* f • Changes In ceiling planes vAll require positive bracing. +-SCS 7-02 Sanc: SUSPENSION SYSTEMS FOR ACOUSTICAL LAY- IN CEILINGS a; ke" 2 Lateral force Bracing figure 3 Maximum Recommended Lengths for Vertical Struts gage, P4Z E] ]r3:E vNrrs o-• e110 1r�' EMT conduit up to 6'0" EMT conduit up to o' 6' 1' EMT conduit up to 10' 0" 0 1 ti' metal stud (25 gage) up to 3'2" 21=' metal stud (25 gage) up to 10'6' sc" e Pa'::3•,C LNCd znrer: Note: Plenum areas greater than 11'0" will require engineering cafa4abons. I1CUre 4 Wall Molding Requirements © �'Dn / '" ?;a• Ito -�. '_yp7C:r Ca: C: :yit:n r:�u:J7 C c•ri'niit J T:r.. `a Lateral Force Bracing figures 2and 3) • Cetlincis constructed of lath arid plaster or gypsum board. scretr or nall at- tached to suspended members that support a ceiling an one level extending from v.,all to wag shall be exempt from the lateral force bracing requirements. • Lateral force bracing is the use of vertical struts (compression posts) and splay, wires (see figure 2). • Lateral force bracing Is required for ceilhngs over 1.000 square feet and not required for ceilln4s less than 1.000 square feet provided they are surrounded by four walls and braced to structure. As,_ E 7-o2 ::c.: ".u.2.8..� • Lateral Force Bracing shall be 12 feet ai center (maximum) and begin no farthar than 6 feet from walls. S3o;:., c:_ c, m:c z a,� 3-4 • Splay vAres are to be four 12 gage wires attached to the main beam. Wires are arrayed 900 from each other and at an angle not exceeding 450 from the pt -_ire of the cell hg. ...._-_.__.._�_ • Splay vAres are to be wdhhn 2 Inches of the connection of the vertical strut to suspended ceiling. sc rce-::sc.; _, Cs a _' • Rigid brachng may be used In fieu of splay wires. sx:•-asc= 9.8 2C..2. • Ceilings with plenums less than 12 Inch to structure are not required to have lateral force brad ng. e Pc,-:3�:i s ; D-.-,a.,7-.e : • Vsrtical struts must be positively attached to the suspension systems and the structure above. sc_.%e rs._.; s-:; • p -p- vertical strut may be EMT conduit metal studs or a proprietary compres- sion post (see fknre 3). Wall Moldingsr%ea,-P?, • :Nall moldings (perimeter clos_re angles) are required to have a I-orizontal flange 2 Inches wide. unless alternate methods are approved prior to Instal- lation by the local buildN department and the designer of record. One end of the ceilh)g grid shag be attached to the wall molding. the other end shall have a 31 Inch clearance frau the wall and free to slide. ASE -02 c—c 9.6.2.62.2 :r -r+, c • The grid shall be attached at twro adjacent walls (pop rivets or approved mettlddl. za- -C °-1 • There shall be a minimum 31i inch clearance from the end of the grid system at un -attached walls. sC:J:-tns::E 7-02sx:ia^,,.6.2s22,tEn,n Spreader Bars #r.;g a 4) • Spreader (spacer) bars or other means aWroved by local building depart- ment shall be used to prevent the ends of the matin beams at perimeter walls from spreading open Burt ig a seismic event. Perimeter wires shall not be In Ileu of spreader bars. =:­,�G a-. • ire ting Is an acceptable- alternative to spreader bars. • Spreader bars are not required If a 90 degree hntersecthng cross or main is wftl-d n 8 itches of the perimeter vial I. Hanger (Suspension) Wires ff:cessaand 5b! • Hamer and p'rlmeter wires must be plumb within 1 In 6 unless (figure 6e-) counter sloping wires are provided (fwuue 5b). • Hanger wires shag be 12 gaga au -id spaced 4 feet on center or 10 gage spaced 6 feet on center. A,;T,,. 6w, • Any cannection device at tlne supporting construction shag be capaUe of car- ryhtg not less than 100 pour ICKti _a C_' :; _ _- s J.;: NOR7H:\EST :\'ALL d CEILING 6UREP.0 • SUSPENSION SYSTEMS FOR ACOUS7ICAL LAY -IN CEILING=S • For essential facilities. hanger wire connections must be capable of carrying lieu a 5,0. 200 pounds and bracing (spW) wires shall be capable of carrying 440 pounds. shot -in anchors in concrete are not permitted for bracing wires. n,:nr is:ai?ri'i-1''-ci • Bracing wires shall bi attached to the cold and to the structure In sudh a man- ner that they can support a design load of not less than 200 pounds or 11 -pe actual design load. with a safety factor of 2. whichever is greater (figure W.. stucco csc; «,z•: ; •_ • Powder driven fasteiners must be approved fcr the appropriate loading. Si�fCc AS. Ec-.0L Sei.LC: c.6.:.Ci5 • Terminal ends of each moan beam and cross tee must be supported v thin o Inches of each wall v nth a perimeter wire (see figure 4 & 5 b). Pulte c .s.a; zings ;-1 Electrical fixtures • Light fixtures v:6glhrrig less tfran 10 PWAS shall have one 12 gage hanger wire connected iron the fixture to the structure aboti.*. This vAre may t-- slack. • Light fixturreS weighing more than 10 pct_mds and less than 56 lbs. shag have two 12 gage wires attached at opposing corners of the light fixture to the structure above. These vAres may be slack. Qr.? _..- �_s s-4. • Light fixtures weighing more than 56 lbs. shag be supported by directly from the strcrtxue above. These wires must be tacd. s -s • Pendant mounted fbduues shall be directly supported from the structure above using a 9 gage wire or an approved alternate support without usN U-te ceiling si_isp-anslon system for direct support. s ,: « ac.; ;. • Tandem fixtures may utilize common wires. Mechanical Services • Terminals or services weighing 20 lbs. but not more than 56 lbs. must have two 12 gage vires connecting them to the ceiling systern hangers or the structure above. These wires may be slack _an_�$;-:1 • Terrninals or services weighing more than 66 lbs. nnut be independently 9apported directly from the structixe above. Three wires must be tar -A. Sc" -,:e '_:SCh Jif$ -Cc J-+ Seismic Separation Joints 71: For telling areas exceeding 2500 square feet, a se-isn-dc separation joint or fLdl height wall partition that breaks the ceiling shall be provided r_rrdecs analyses are performed of the cellbhgs bracing s,•stem. closure angles and pell?trations to pro- vide sufficient clearance. st•_?;_c� The layout and location of the seismic separation joint shall be per tlhe designer of record and noted on the plans. If a seismic separatiah joint is required by the designer. the designer may use the generic joint detailed in this document or a pro- prietary jobht. The amount of free movement (gap desl ) shall be per the designer of record. Special Inspections Speckil inspections may be required by the jurisdiction or rrv_inicipality. Contact the local bLdidhng department. Sprinklers For ceilings without rig bracing. sprinkler mead per>'tratiahs shall have a 2 Inch oversee ring. sleeve or adapter throligh the ceiling We to allow free movement of at least 1 Inch in all horeantal directions. Flexible head design that can accommodate 1 Inch free movement shall be permitted as an alternate. st: y As,.--Eas? „ figure 5b • Countersloping 1s' drilk:n expansi:n armor tinimum iru:iural::ncrsi- 21.94 strap 1' wide x 2' long x \-- 12 gage minimum _. Iurns i Splayed seismic bracing hire kaure 7 G Rangy 3p Pop UE'a(Q1 — RPM NORTH:YEST' ALL 6 COUM_ BUREAU • SUSPENSION SYS7EMS FOR ACOUSTICAL LPY-IN CEIUNC-s Vertical hanger wire attachment 2hol-in anchor r; j -:e - Structural a•ncreta o I t— Ceilin•3 '=lip I ? E moa. 5 turns Vertical hanger •oma Aau'e 6b Splayed seismic bracingwve attacbment 1s' drilk:n expansi:n armor tinimum iru:iural::ncrsi- 21.94 strap 1' wide x 2' long x \-- 12 gage minimum _. Iurns i Splayed seismic bracing hire kaure 7 G Rangy 3p Pop UE'a(Q1 — RPM NORTH:YEST' ALL 6 COUM_ BUREAU • SUSPENSION SYS7EMS FOR ACOUSTICAL LPY-IN CEIUNC-s Chapter 4. Accessible Routes ICC/ANSI A117.1-2003 I I *If both closer and latch are provided I r--r------- � 18 min I I I 1 445 I I I oE � I 12 min* I I I E N ca T I I 305 I I 0 a I I I I v I I I I I I I I (a) Front Approach, Pull Side (b) Front Approach, Push Side r ------------ r----------- I q> I I I � � j36 min I o 0 915 cn I I I I (c) Hinge Approach, Pull Side *If both closer and latch are provided **48 min (1220) if both closed and latch provided 12 min* 305 F----------� I I v 22 min E m I I 560 01 I I N —I I I I I (e) Hinge Approach, Push Side I S O 42 min I v r- 1�11 1065 I 0 T M - (d) Hinge Approach, Pull Side *54 min (1370) if closer is provided ----------i 43 I I (f) Latch Approach, Pull Side I I I4 I 1 I I 24 min I c Ln I � co 610 j v o I 1 (g) Latch Approach, *48 min (1220) Push Side if closer is provided \'�Aj Fig. 404.2.3.1 Maneuvering Clearance at Manual Swinging Doors 18 24 min 610