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Home My WebLink AboutBLD07-094BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-s09s Project Information Permit Type Residential - Addition/Remodel Site Address l618 WASHINGTON STREET Project Description Addition of finished basement, remodel upper floor Permit # Project Name Parcel # BLD07-094 REMODEL 989106401 Fee Informution Project Details Decks - Residential (Covered) Dwellings - Remodel @20% Dwellings - Basements - Finished Dwellings - Basements - Semi Finished Project Valuation Building Permit Fee Plan Review Fee State Building Code Council Fee Technology Fee for Building Permit Record Retention Fee for Building Permit Plumbing Permit Fee per Dwelling Unit - New Residential Mechanical Pennit Fee per Dwelling Unit - New Residential Energy Code Fee - New Single Family Unit $98,962.13 150.00 641.39 4.50 19.14 10.00 105 SQFT 1,025 SQFT 58s SQFT 477 SQFT 150.00 150.00 r 00.00 Total Fees $1,225.63 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 certifo that the information provided as a of the application for this permit is true and accurate to the best of my knowledge. I further certifu authorized agent ofthe owner.that I am the owner of Datelssued: 07/0512007 IssuedBy: PWESTERFIELD Print Name e property ) ) BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-s09s Project Information Permit Type Residential - Addition/Remodel Site Address 1618 WASHINGTON STREET Project Description Addition of finished basernent, remodel upper floor Permit # Project Name Parcel # BLD07-094 REMODEL 989706401 Numes Associated with this Project Type Name Applicant Kolb Robert And Mary Contractor Solution Building Contractor Solution Building Contact Phone # License Type License # Exp Date Rob Gruye Rob Gruye (360) 301-4191 (360) 301-4191 CITY STATE 6211 12/31/2007 SoLUTB *942L 03 /2t t2008 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. ThegrantingofthispermitshallnotbeconstruedasapprovaltoviolateanyprovisionsofthePTMCorotherlawsorregulations. Icertifu 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 ofthe property or authorized agent ofthe owner. Date Issued Issued By: 07 /05/2007 PWESTERFIELD Print Name CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG DATE RECEIVEDPERMIT # fl150 frLDo7- 0 SCOPE OF WORK: 58 DATE ACTION INITIALS S l4 /ot ENTERED INTO CHET v10,t LJ/ CA - to Planning - No evidence t CHEPKED FOR COMPLETENESS 5ltql at sk 7t ) I S, ,+r D lnn I "nllt ik! Ci"a,rsDe J-ror o^I),t I S I La,&-,i: 2D-t s lryt t Iele4lt't ',t-t- /n/t - a/L /ra itzLott\2+.-I /^'4 - 67 .N{ ft"t st T 1 -6- h-r \AA) // ''-) '"" I l .escriptive Approach - Simple Form FortheWashinston"tfl,jr"=fi ln"rr""de(2001Edition| Site lnformation Lot: Address:I L t{ tlq <)..,r^A-6v. City:P-r 0 state:[0/Q Ztp:4r(i/9 Building Department Use Only Pernit #: Notes:S*> wContac{: Phone:346 2,n\4lq\ Phone 2: 4l n R8'f ob 33 Copyrig tf 2002, I/I/SUCE EP02-056 Copieid by permission from the Wastrington State University Cooperative Extension Energy Prograrn Prescriplive -Slmple Form - Climate Zone 1 Table6-1 PRES|CRIPIIT4E BEQIIIRDMTNXS0'I FOn CROUP R (rcCUpAI\Cr CI,trIT{A'IEZOI\E 1 See the code text This proiect complies with the following:/ tn" project is a single fanily residence or duptex./ Tn" project is wood frame OR all of the insulation is interior or exterior of the framing.{ nU building components meet the requirements listed in Table &1, Option lll./ tne projec't will nreet all other provisions of the I/VSEC and MAQ. The proiect will take advantage of the following exceptions to the prescriptive option: F 602.6 Exception 1. One door, that is 24 ft.'or less, that does not meet the standards is allowed. Location of the door taking this excepti on E vr br,, l--**r^ {Lo* { r* \T Location of the door(s) taking this exception Glazing U-Factor Option Glazing Arealo o/o of Floor Vertical Overheadll Doof U- factor Cei[nd Vaulted Ceiling: Wall Above Grade Wall Inta Below Grade Wall Ec4 Below Grade Floof Slabq On Grade R-30 n Unlimited GroupR-3 Occupancy Onlv 0.40 0.58 0.20 R-38 R-30 )'@ I R-10 g 5f31t2cp,2 WSEC Residential Construction Checklist City of Port Townsend Developrnent Services Department 250 Madison Street, Suite 3 Port Townsend, WA 98368 (360) 379-5095 Fax: Q60\344-4619 Washington State Energy Code (WSEC) 2001 Residential Construction Checklist Complete this form in addition to WSEC forms. Please answer the following questions: TYPE OF PROJECT: )(New construction, or addition over 750 square feet/ - Must meet whole house and spot ventilation requirements, and show full WSEC compliance as a stand-alone project. A detached, habitable structure such as an Accessory Dwelling Unit regardless of size must also meet these requirements. tr House addition under 750 square feet Possible trade-offs are allowedwith the existing buildingfor WSEC compliance, such qs increasing ceiling insulation. See WSEC component performance forms. NOTE: A house addition less thqn 500 sq. ft. does not require whole house ventilation. Spot ventilation is still required. TYPE OF'HEATING _check all that annlv: Electric Sor'ru4_.- tr Wall Heater /Baseboard Non-Electric:)fuo.".4 Air Furnace n Radiant Floor (Boiler) n Other Propane$Radiant Floor/Baseboard (Boiler) n LPG Stove ! LPG Furnace ! Other LPGI Heat Pump n Oil Furnace fr Woodstove (can only be used as secondary heat source) VAPOR RETARDERS: Vapor retarders shall be installed toward the warm surface as represented below. Select one option for floors, walls, and appropriate ceilings: o Floors: E Plywood with exterior glue I Poly plastic (greater than or equal to 4 millimeter thick) ! Backed batts o Walls: tr Poly plastic (greater than or equal to 4 millimeter thick) n Face-stapled, backed batts ;Q Low-perm paint o Ceilings: ! Not required where ventilation space averages greater than or equal to 12 inches above insulation ! Face-stapled, backed batts D Poly plastic (greater than or equal to 4 millimeter thick)p Low-perm paint SEE BACK P:\DSD\Department Forms\Building Forms\Application-Residential Energy Code Checkli$.doc Page I of I ) Development Services 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Residential Building Permit Application F Applications accepted by mailmust include a check for initial plan review fee of $150 F See the "Residential Building Permit Application Requirements" for details on plan submittal requirements. Property Owner: Name:t. Address \L{ City/SVZip Phone Email rotal Lot cr2r3g$uildins to:rry,39, Square feet: ):ffi "h 3L/o lmpervious Surface: Square teet 2?O? I hereby certiff that the information provided that I am either the owner authorized to act on behalf of the owner and that all activities associated with this Print Name: Ii. Project Address: t6\A t^)orL,'rn".lru s\;\Legal Description (or Tax #): Addition: P:T-. O I- Lot(s + Office Use Onlv Permit* BLD,61_frH Associated Permits: |v/'tPr)7 *1155Parcel#cqsq 1oa.{o'l Description: Lender lnformation: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name ' c)t,x)'N.?,,t/.('-,0 r-0 . Project Valuation: $ ntative Name: Address: City/SVZip Phone . .".1n ?r)) 4{.lq ( Email 6 6 t rt :3 et o[ City/SUZip .Pf . City Business License Address Phone Email State License # Gontractor: Name: Any known wetlands on the property? Y O Any steep slopes (>15%l? Y 3'd floor - Porch(es): I oS E easefidfrC. 5-'t-5 ts it finishedz {e} trto ADUft SItrZ Remodel/RepairX Carport:3 Manufactured Home n New lAdditionf, Signature: 'Y\J in aecdrdance with Sthte Ldyrrs and the Port Townsend Municipal Code cAM c7 -ot5 CUSTOMER ASSISTANCE MEETING DEVELOPMENT SERVICES DEPARTMENT 250 MADISON STREET, SUITE 3 PORT TOWNSEND, WA 98368. Tel: (360) 379-5095 Fax: (360) 344-4619 Date submitted, \.,' b ',.) I Submittal is required one week prior to the scheduled meeting. Date requested for conference: (Conferences qre held [ilednesday Please submit 10 copies of:This completed application AND A Site Plan illustrating the proposal inent PROJECT RMATION: 1t 7 (./ / .-)) (?, J ii*, {t,ij ! ..ls!(.9 li-\U fd1 ,r',- .w ,UJ \, .X Staff: Applicant: LJ {t\iJ L.4 f Properfy {.1i ,tia \ | 1F u.L/ Fax t,t/Email Properfy Location: F:?-. (. . ,qtts ;"TE3 :.._,.r.= t_Tf.:*r fn\ Le Descri ton Site Address \Parcel No Description of proposal. Think of it in i-1*tt'r.{ i,. ,/1.i 1,r'; s of the_types of que.stions you want answered. I *, ,', i. ."4*t )r i.r t''i,, r.,'J. 1., \ I CustomerA Assistance anIS informal meetto staffwith membersMeeting to discussopportunity preliminary aof The ISconceptsproposed intended taketo lace to detailedproJect.Meeting howeverppflorenglneermgwork, the subm bemust ofitral ufficient detailand allowto tostaff andrevlewclaritv theevaluate proposal. P:\DSD\Forms\General Use Forms\Application-Customer Assistance Meeting.doc & *% , ( / 6ec a- (-d-s ',{ 4) 1t" I 3 UcLfL,'LYl",1 S/ /\L551 Land Use Checklist Legal Description:eroT Blk 61 Lof I a.<e9 I 1 11o6\o b-,'l P?r- ?62 s 1 r(-ho Location: Zoning; Recorded Plat Shows Lot Size as Shows 5i-k ,zn' a ln Lt ));qr,:-f-b1f (( zAo {O W-.P() { -oVo, K-!r-ro)t/65 €xr"s i r" S-l-eLk 73' Sc,Sh o-: t/, ?t; to ?. rf !4' L1 l/*s ll'3 To,<^r,+cA@6/1,On -F r€e-KiS f /Lon- I ESA?:A-arler; ".0 - e,A-[l b 1u.n\/-w^)' Other Permits?: Site visit Ff I Carn,1- ba cA_ a[-"Jwa/+6d0 iF r^e!+"/r-- IN /'ri or) /'t ^\ A,\ t Dt\ / f/{urv6q rr . comments: C,*Qad Rob G. z o7 lt{-{ h t4-,^U)J lworl J-uLt <)O/- 8 6' hci'y A A6-*A is s Uh{e/','{,s'o 1' 3" + E oi 6 '/ =(z' k ls' ,F*t or "veS.3 ,plr.o/- q'b"ul q Vt.;"rr Ca.? W r,",6 b- bW to% -P ?-,o' S-e*b+.t ( ,') i+ zb' ,--€r'd + rl3 j"'sl lL/t- t3',., 5o,^Ho, u,*,*???/ot d),y c;,r6i'r S*H- ^.itt lo.-f'^'^ +4a- rr'da )2 l,t)*sfu,VL^ l--2D F.. J Tff ut/ acces r*)n Had'*.pfln' l2/e= 2 4. t€ lS' can b" acfuwed. wodda?- LmALt frltrl Dr U4r-7 aq Ce grry'g.7'a" fr1o. ll *r'q.a c-e .= lr Vc. oo' ,V.bJn; $ft0 {a"'a4 //'=E ' to-n '{ Te-D^4 {z< K'J /t)or5 cr- So".-) fuf otl/ A?. OD ry a4 f ,ttoo,oo {i€ Noh cA{ry rut gv.rar /'obaa t'y tu o4arlo no $ t yz)re ,oo L{. 00 lo ,00 3u.C{) ,61 719 TaylorStreet PortTovrnsen4W.A9336S richard@richardbergarchitects.com Phone: (360) 379-8090 Fax (360)379-8324 GRAVITY LOAD CALCULATIONS FOR KOLB RESIDENCE 1618 Washington Street Port Townsend, WA 98368 Rtct-tAFD C. t.i. R.!r.,*. ?€ *f Si,!-$!{Itidr;!'$f i January 4,2007 5665 1-i1' I I i \ 1.,I i:-i,\ lliliiii,tll i; ;.- .-/ -1 ftrn t,ihY I 2007 Uniformly Loaded Floor Beam[ 2003 lnternational Building Code (01 NDS) ] Ver: 6.00,4 By: Richard Berg , Richard Berg Architects, PC on: O1-04-2OO7 Project: KOLB - Location: New Long Girder Summary: 7.0 lN x 11.25 lN x 19.25 FT / Versa-Lam 3080 Fb DF - Boise Cascade Section Adequate By: 6.2% Controlling Factor: Moment of lnertia / Depth Required 11.03 ln LOADING DIAGRAM Span = 19.25fi Reactions Live Load Dead Load Total Load Uolifi Load 1900 Lb 4691 Lb 0 Lb 1900 Lb 4691 Lb 0 Lb A B Span 2791 Lb 2791 Lb Uniform Loading Live Load Dead Load SeFWeiqht TotalLoadw 290 Ptf 173 Ptf 25 Ptf 487 Pfi 5665r\t{fic*:$rxFi!i+#s F.ftfit';lT'fiil"f Rici.!.,rF.D C. H PrP.: gF b?r\G?{ l Uniformly f-o"A"l Fbor Beaml 2003 lntemational Buildins Code (01 NDS) I Ver: 6.00.4 By: Richard Berg , Richard Berg Architects, PC on: 01-04-2007 : 08:54:32 AM Proiec{: KOLB - Location: New Long Girder Summary: 7.0 lN x 1 1.25 lN x 19.25 FT / Versa-Lam 3080 Fb DF - Boise Cascade Seclion Adequate By:6,20/o Controlling Factor: Moment of lnertia / Depth Required 11.03 ln Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Beadng Length Required (Beam only, support capacity not checked): BL= Beam Data: LB LB LB IN FT FT Span: Unbraced Length-Top of Beam: Live Load Deflect. Criteria: Total Load Defl ect. Criteria: Floor Loading: Floor Live Load-Side One: Floor Dead Load-Side One: Tributary Width-Side One: Floor Live Load-Side Two: Floor Dead Load-Side Two: Tdbutary Width-Side Two: Live Load Duration Factor: WallLoad: Beam Loading: Beam TotalLive Load: Beam Self Weiqht: Beam Total Dead Load: Total Maximum Load: Properties For: Versa-Lam 3080 Fb DF- Boise Cascade Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb'Clension): Adjustment Factors: Cd=1.00 Cf=1.01 FV: Adiustment Factors: Gd=1 .00 Design Requirements: Controlling Moment: 9.625 fi from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sec{ions: Section Modulus (Moment): Area (Shear): Moment of lnertia (Deflection): l= Lu= U U 19.25 0.0 3602N o.37 0.54 0.91 2791 1900 4691 o.74 IN lN = U428 lN = U255 PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF LL1= DLl= TW1= LL2= DL2= TW2= Cd= WALL= 40.0 15.0 3.5 40.0 15.0 3.75 1.00 64 2W 25 "t97 487 87.32 147.66 22.71 74.75 782.09 830.57 wL= BSW= wD= wT= Fb'= Fv'= Jll= != Areq= lreq= Fb= Fv= 3080 285 2000000 900 3102 285 22575 FT.LB 4316 LB PSr PSt PSI PSI PSI PSI Fcaerp= Sreq- $= fi= l= IN3 tN3 tN2 tN2 tN4 tN4 Uniformly Loaded Floor Beam[ 2003 lnternational Building Code (01 NDS) ] Ver: 6.00.4 By: Richard Berg , Richard Berg Architects, PC on: 01-04-2007 Project: KOLB - Location: New Short Girder Summary: 5.25 lN x 7.25 lN x 10.5 FT / Versa-Lam 3080 Fb DF - Boise Cascade Section Adequate By: 34.9% Controlling Factor: Moment of lnertia / Depth Required 6.56 ln LOADING DIAGRAM Span = 10.5 ft Reactions Live Load 1522Lb 1522Lb Soan Uniform Loading W Dead Load Total Load Uolift Load 969 Lb 2492Lb 0 Lb 969 Lb 2492Lb 0 Lb A B Liveload Deadload Setf Weight TotalLoad 290 Ptf 173 Ptf 12Pll 475Plf 566sh nE6t$Tfr8fift .ANOffiITf;CT Rlcl-IARD C. f"t. BFPi OFWA$H:T'GT{1iJ )) Uniformly Loaded Floor Beamf 2003 lnternational Buildinq Code (01 NDS) I Ver: 6.00.4 By: Richard Berg , Richard Berg Architects, PC on: O1-O4-20O7 : 09:01:28 AM Proiect: KOLB - Location: New Short Girder Summary: 5.25 lN x 7.25 lN x 10.5 FT / Versa-Lam 3080 Fb DF - Boise Cascade Section Adequate By: 34.9% Controlling Factor: Moment of lnertia / Depth Required 6.56 ln Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data:Span: l=10.5 0.0 360 240 40.0 15.0 3.5 40.0 15.0 3.75 1.00u 2W 12 185 475 3080 285 2000000 900 0.15 0.24 0.39 1522 969 2492 0,53 3257 285 IN lN = U530 lN = U324 PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF LB LB LB IN FT FTUnbraced Length-Top of Beam: Uve Load Deflect. Criteria: Total Load Deflec{. Criteria: Floor Loading: Floor Live Load-Side One: Floor Dead Load-Side One: Tributary Width-Side One: Floor Live Load-Side Two: Floor Dead Load-Side Two: Tributary Width-Side Two: Live Load Duration Fac{or: WallLoad: Beam Loading: Beam Total Live Load: Beam Self Weight: Beam Total Dead Load: Total Maximum Load: Properties For: Versa-Lam 3080 Fb DF- Boise Cascade Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb'Clension): Adjustment Factors: Qd=1.00 Cf=1.06 Ft': Adiustrnent Fac*ors: Cd=1 .00 Design Requirements: Controlling Moment: 5.25 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sec{ions: Section Modulus (Moment): Area (Shear): Moment of lnertia (Deflection): Lu=u U LL1= DL1= TW1= LL2= DL2= TW2= Cd= WALL= wL= BSW= wD= wT= Fb'= Fv'= Areq=[= lreq= l= PSI PSI PSI PSt PSI PSI tN3 tN3 tN2 tN2 lN4 lN4 Sreq= $= Fb= Fv= F= Fcaerp= fll=6541 FT-LB !=2243 LB 24.10 45.99 11.80 38.06 123.61 166.72 )) Footins Desisn [ 2003 lntemational Buildins Code (01 NDS) I Ver: 6,00.4 By: Richard Berg , Richard Berg Architects, PC on: O1-0/,-2AO7 : 09:03:33 AM Proiect: KOLB - Location: Large pad Summary: Footins Size: 2.5 FT x2.5 FT x 10.00 lN Reinforcernent #4 Bars @7.OO lN. O.C. E/W / (4) min. Footing Loads: Live Load: pL= Dead Load: pD= Total Load: PT= Ultimate Factored Load: Pu= Footing Properties: Allowable Soil Bearinq Pressure: Qs= Concrete Compressive Strength: Fc= Reinforcing SteelYield Strength: Fy= Concrete Reinforcement Cover: c= Footing Size:Width: !\f= Lenqth: Depth: Effective Depth to Top Layer of Steel: Column and Baseplate Size: Column Type: Column Width: Column Depth: Bearing Calcrulations: Ultimate Bearing Pressure: Effective Allowable Soil Bearing Pressure: Required Footing Area: Area Provided: Baseplate Bearing: Bearing Required: Allowable Bearino: Beam Shear Calculations (One Way Shear): Beam Shear: Allowable Beam Shear: Punching Shear Calculations (Iwo way shear): Critical Perimetel: Punching Shear: Allowable Punchins Shear (ACl 11-35): Allowable Punchinq Shear (ACt 11-36): Allowable Punchins Shear (ACl 11-37): Controllinq Allowable Punching Shear: Bending Calculations: Factored Moment: Nominal Moment Strength: Reinforcement Calculations: Concrete Compressive Block Depth: a= SteelRequired Based on Moment As(1)= Minimum Code Required Reinforcement (Shrinkage/Temperature ACI-10.5.4): As(2i= Controlling Reinforcing Steel: As-reqd= Selected Reinforcement: #4 Bars @ Z.00lN. O.C. EM// Reinforcement Area Provided: As= Development Length Calculations: Development Length Required: Ld= Pevelopment Lenqth Supplied: Ld-sup= Note: Plain @ncrete adequate for bending, therefore adequate development length not iequired. 5665 4313 2869 7182 1 1349 1500 2500 40000 3.00 PSF PSI PSI IN FT FT IN IN IN IN PSF PSF SF SF LB LB LB LB l= Depth= d= m= n= Qu= Qe= Arerq=[= 2.5 2.5 10.00 6.25 lWood) 4.00 Bearinq= Bearing-Allow= Vu1 = vc1 = Bo= Vu2= vc2-a= vc2-b= ve2-e vc2= Mu= Mn= 6.00 1149 1375 5.22 6.25 1 1349 714oo 3310 15938 45.00 9765 55781 90313 47813 47813 425ffi 169665 0.49 0.19 0.60 0.60 (4) Min. 0.79 15.00 12.00 LB LB LB LB IN LB LB LB LB LB IN-LB IN-LB IN tN2 tN2 tN2 tN2 IN IN RSGSSfEtS.[s AfigtfiT.f,fir RtcHARD C. t,t. BFlr^ ?6 0FwA$sililGTrll: \\i) Footinq Desisn [ 2003 lnternational Building Code (01 NDS) I Ver: 6.00.4 By: Richard Berg , Richard Berg Architects, PC on: 01-0E.-2OO7 : 09:O4:56 AM Proiect: KOLB - Location: Small pad Summary: Footins Size: 2.0 FT x 2.0 FT x 10.00 lN Reinforcement #4 Bars @ 8.00 lN. O.C. EAA/ / (3) min Footing Loads: Live Load: Dead Load: Total Load: Ultimate Factored Load: Footing Properties: Allowable Soil Bearing Pressure: Concrete Compressive Strength: Reinforcing Steel Ydd Strength: Concrete Reinforement Cover: Footing Size: width: Length: Depth: Effective Depth to Top Layer of Steel: Column and Baseplate Size: Column Type: Column Width: Column Depth: Bearing Galculations: Ultimate Bearing Pressure: Effective Allowable Soil Bearing Pressure: Required Footing Area: Area Provided: Baseplate Bearing: Bearing Required: Allowable Bearing: Beam Shear Calculations (One Way Shear):. BeamShear: Allowable Beam Shear: Punching_Shear Calculations ([wo way shear): Critical Perimeter: Punching Shear: Allorable Punching Shear (ACl 11-35): Allowable Punching Shear (ACl 11-36): Allowable Punching Shear (ACl 11-37): Controllinq Allowable Punching Shear: Bending Calculations: Factored Moment: Nominal Moment Strength: Reinforcement Galculations: Depth= PL= PD= PT= Pu= Qu= Qe= Areq= ff= 1500 2500 40000 3.00 2.O 2.O 10.00 6.25 lWood) 4.00 6.00 30214 1939 4983 7889 1246 1375 3.62 4.0 15.00 9.00 LB LB LB LB PSF PSI PSI IN FT FT IN IN IN IN PSF PSF SF SF LB LB LB LB Qs= F'c= Fy= c= !!=l= 6l= m= n= Bearing= Bearing-Allow= Vu1= vc1= Bo= Yu2= vc2-a- vc2-b= vc2-c= vc2= Mu= Mn= 7889 71400 1890 12750 45.00 6170 55781 90313 47813 47813 23668 127575 0.46 0.11 0.48 0.48 Min. 0.59 IN LB LB LB LB LB IN-LB IN-LB IN tN2 tN2 tN2 lN2 Concrete Compressive Block Depth: a= Steel Required Based on Moment: As(1)= Minimum Code Required Reinforcement (Shrinkage/Temperature ACI-10.5.4): nsiZi= Controllinq Reinbrcing Steet: Rs-reid= Selected Reinforement #4 Bars @ 8.00 tN. O.C. E/W / (3) Reinforcement Area Provided: As= Development Length Calculations: Development Length Required: Ld= Qevelqpment Length Supplied: Ld-sup= Note: Plain concrete adequate for bending, therefore adequate development length not iequired 5665 IN IN FEG3ETfr,F?gD .At?gt,fi}-E"ST RICHARD C. N. Brn - T€ OF tulrilti-L*ad*d 8ee'l.j{ ?*1t.3 !nt+r*a!!on*i Ee$i{iFnt!€i {::od+ i*i ND$i I ver-: ?.o1. -r0 By: Jesse Thomas , Richard Berg Architects on: 04-25-2007 Project: KOLB - Location: Garage door header .Siln?$]ary: 5.125 lN x 10.5 IN x $.25 FT I Z.4F-V4 - Visually Graded Western Species - Dry Use P1 Center Span = 9.25 ft ^ 5,3J5 i*\r.v [{#r*tTHfir?p-":rEGif.!Tf,eT Hifi'i.r,n;) C ni. Di,?? Multi-Loaded Beamf 2003 lnternational Residential Code {01 NDSi ] Ver: 7.01.10 By: Jesse Thomas , Richard Berg Architects cn: 04-25-2007 : 5:42:18 PM Proiect: KOLB - Location: Garage door header Summary: 5.125 lN x 10.5 lN x9.25F7 l24F^/4 - Msuallv Graded Western Species - Dry Use $mtion Aciequate By: 3f .6% Controliing Facior: Seeiion Modulus I Depih Required 9.15 ln Center Span Defledions: Dead Load: DLD-Center= Live Load: LLD-Center= Tote! Lcaei: TLD-Center= Camber Required: Q= Center Span Left End Reactions {Support A): Live Load: LL-Rxn-A= Sead Lcad: DL-F.xn-A= Total Load: TL-Rxn-A= Bearing Length Required (Beam only, support capacity not checked): BL-A= Center Span Risht End Reactions {Support 8i: Live Lcad: LL-Rxi:-*= Dead Load: DL-Rxn-B=TotalLoad: TL-Rm-B= Bearing Length Requlred {Beam only, support caBaeity not checked): Bl--B= E)edll I llclad. Cenier Span Lenqth: A= Center Span Unbraced Length-Top of Bearn: Lu2-Top= Cenl+r Snan lJnhreeed ! ennlh-Rnllom cf Eeam: Llc2-Bctton=v-r i.vi vP-r t i i -. ! =:l r,-'.a:-' -- --r--- .^j-Live LtraE uut-ratrn i-acrFr. \,u- Live Load Deflect. Griteria: U Totalload Deflect. Criteria: U l^antar Qaan I aar{ina.vurrrlr utssrr Lugurriv. t !-:l-,- ! :-J-Lrllltuilil LUaU. Live Load: wL-2= Dead Load: wD-2= Elaam Qal{ tAlainht. BSW= ?=!-t ! -:J- --,= +-i orai LoaG: w r -d,- Point Load 1 Live Load: PL1-2= Dead Lcad: PD1-2=r ^^^a;^- t--^4 l^& ^4d a9 -E^El' v1 4-Luu<jiiiiii it-iiiiil ieti grrij Ui bpdil_i. Ai'L^ Properties For: 24F-V4- Msually Gra'ded'Western Species Bendinq Stress: Fb= She-.ar Slress: Fv= f,!*d,,|,,+ *f El*r4i*i4.,, E:ivtuuuauG vi LiaGiiuiii. L- Stress Perpendicular to Grain: Fc perp= Bending Stress of Comp. Face in Tension: Fb-cpr= 6nlir ra{ael Dr*aar*iac. rqlur.vq i ivPvr.rw i-s t r Err$iori;; ru - Adjustment Factors: Cd=1.00Ft': Ft'= Adlu*stme.nt Factors: Cd=1.00r.^*:*- b^^,.:--* ^-3^,Ubiuli r\euuii tiiluiiib-- Cdntrolling Moment ffi= 3.515 Ft from left support of span 2 (Center Span) Criticai ;*offien#. createC by combini*g ali deed icads and iiu* i*ads ori span(s) ? Controllinq Shear: != At a distance d from lefi support of span 2 (Center Span) Critica! shear created bv cernbining aii dead loads and live lcads +n span{si 2 *---- i,-- !eJ:!L S - :- =J ft .r: . .rrul I I lriti !5Ul lti Y V I lM1EqUll iitl .JC{;tlU! l$. Section Modulus (Moment): Sreq= $= A roq /Qha:rl Aran=..,;= 0.10 o.12n 5.r 0.15 zeo/' 4811 1.44 t!rz0 1744 3670 1.14 188 210 42 IN lN = U947 rlt - I tEad IN tB LB L8 IN 9.25 0.0 _a.25 c-uu 3S0 240 i_E LB LB IN FT FT FT LB LBr-!-tt PSr FSI igi PSI PSI PSr PLF PLF FLF lr€q= l= 2791 1SB0 71,54 94.17 27.94 ut-.t' I 229.O7 494.44 tN3 rN3lNtt I t\lz rN4 tN4 24ffi 248 658 1850 Z+UU 24Q 14309 FT_LB 4470 LB Moment of lnertia {Deflection) \r) Mrriti-L**si*d R*.srrl 2SO3 lster:-:eti+n*l R+gi$entis! r*l+4e {81 ND*il ] v*i. 7 81 '!ti By: Jesse Thomas , Richard Berg Architects on: 04-25-2007 Project KOLB - Location: DECK BEAM (FULL SPA,N) Summary: 5.125|N x 13.5!N x21,O FT l24F'V4 - Msually Graded Western SPecies - Wet Use Faetor:lnertia /13.13|n LOAD!NG P1 P2 A Center Span = 21 ft 5665f)Bg#gfiTgfrfii AftSiii?'gsF R:ct"lAPD C, l.t. EiilG GF SlA.Sriii.i*?4)* I Multi-Loaded Beam[ 200.? lnternalional Residential Code {01 NDS) '! ver: 7.tl-1.-1$ Bv: ie=s= Th**:ae . *iehard *e;'g Architeets cn: 34-35-33'.i7 . 5:44:$3 Slyi Proiect: KOLB - Location: DECK BEAM (FULL SPAN) Summary: 41a{ lhl v {e E lhl v a{ fi trT I r}Atr \lA lfiorralLr f2zaAaA lAJaatarn Q^a^iaG ljljat I leauP!ei ur ifeuuull nuequate Dy. a.r-fa uull|iullurg rar_:tui. tvtul$et!i ur iiltstlril .r uErpair ntsLiur!Et! rJ. rJ lrr Center Span Deflections: Dead Load: DLD-Center= 0.30 I ive Load: l-LD-Centet= 0.64 l-q4+! | ++!. ?-! F. fr-r-*l-+v- fl O-qi Ui.li LUEIU. i LiJ-UsIilEi - U.v- Camber Required: Q= 0.45 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 2CI48 !-ra-,rt ! r..rJ' i-r! !1.-+ -n- cecu€gu LUeu, ul_i-*ii-n- guu Total Load: TL-Rxn-A= 3010 Bearing Length Requird (Beam onlv, suppqrt caBacity not checked): BL-A= 1.71 f-anlar Qnen Finhl Fnrl Elaanliane /Qr rnnnrl R\.i*Yri,vr r eJ. Live Lcad: i-L-R;.::-B= 2rf46 Dead Load: DL-Rn-B= 963 Total Load: TL-Rxn-B= 3010 Raarinn lana{h Rpnrrircr! lRsam nnlv sunnnrt nanar:itv nni nhcr&ed'l' Rl -R= 171 i"rcdtrt u4to. Center Span Length: L2= 21.4 Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 {-anfqr Q*an I lnhrarod ! qnclh-Qattnn *f Rscr. I rr?-F!n!lne= ?1 nvli iili uF-ii !-& uw.iv:rt LlVtr L{JAU LrUt iCftul I I-dUL{J! . rsU* i .UU Live Laad Deflect. Criteria: U 360 Totalload Deflect. Criteria: U 240 f-cnler Qnan I aae.li*n',-,:[::_':-::--t rrrrlrrrllr r alzar Live Load: wL-2= Dead Load: wD-2= 3ee* Self Wei+ht: BSIAI- i L-Iai L€aG. W i -L= Pcint Load 1 Live Load: PL1-2= *eed !-+ed: PD1-?= i rir-:iirinil i Fai-rm iPJt i+r-:i-r i.rT Safiin i' A !-C= Point Load 2 Live Load: PL2-2= Dead L+ed: PD2-2= Lsc;;iriiii {l*fiiril 3En t}fi* G; silenj: ;.;-J= Properties For: 24F-V4'Visually Graded Western Species Bendinq Stress: Fb= She-sr Stress: Fv= lt^J..t,.- -J -l--ri-;r.,. --mUUUiUlt Ui tridbaltll!-. E- $tress Perpendicular to Grain: Fc perp= Bending Stress of Comp. Face in Tension: Fb_cpr= Arlir rclan{ Frnnarf iacr tvjqurvu r r vFli {r!s ru \ r sr rt'lur rr. ru - Adjustment Factors: Cd=l.00 Cm=0.80 Cv=0.99 Ci=0.80Fv': Ft'= Atljustment Factors: Cd=1.00 Crn=0.88 -r. rr-tr. E- . Adiustmeni Faciors: Cm=0.83 Ci=0.95Fc'3ero: Fc_perp= Ai{iuefrn+nt Fae.tors: C:'n=Q.8-c Ci=0=95 uwtutl r tcqGtr GrtlErtro. Controllinq Momenl l\fi= 10.5 Ft from lefi support of span 2 (Center Span) 'viiiii-;iii;iiUiiieiii i.iiHAieU Gy i.;$illUllliiig Ali UiiitiI iiJifUri AiiU iiVe liiAfiS Uli tii}iiilf$j i Controlling Shear: \l= At a distanee d from left support of span 2 (Center Span) !^ritinnl qlraar so+tad hrr +nnhininr qll do=d lnar{q rne! liqe lnqdr ^n e$in!/e} ?-rvv'r;strrrrrli L'U! ! lpd! lru! l+\ V V lU I |c,trqull SU Dti$l.lU, ll. Section Modulus (Mornent): Sreq= $= 1.rE 45 74 IN lN = U.3.91 iit: uauu IN PLF PLF Itl LB IN !=LU LB LB !N FT FT LBItr LBta a-:-ai PSI PS! PSr PSI PSI PSt 2400 244 650 1850 735 735 33.? i +.ii to Es 210 ,,.r!-,r---tan 345 't 20 7r 155.67 2A.p L!i?- t i3 967.10 1050.79 17674 FT-LB 2816 LB Aroe lQhorr\' ' rr s- ie-, r:,._t j.4rg= treq! l= rN3 lN3 !!.!2 1t\2. rN4 tN4 Moment of lneriia {Deflection): Receipt Nunber: BLDOT-094 989706401 Inspection Fee - Miscellaneous/Hou $50.00 $50.00 Total: $50^00 $0.00 07-0417 07-0582 07-0582 07-0582 07-0582 07-0s82 07-0582 07-0582 CHECK 05109/2007 0710512007 0710512007 0710512007 0710512007 07t05t2007 0710512007 0710512007 1573 $150.00 $100.00 $150.00 $&1.39 $150.00 $10.00 $4.50 $19.74 8LD07,094 BLD07-094 BLDOT-094 BLD07-094 BLD07-094 BLD07-094 BLD07-094 BLD07-094 Building Permit Fee Energy Gode Fee - New Single Family Unit Mechanical Perm it Fee per Dwelling Unit - I Plan Review Fee Plumbing Permit Fee per Dwelling Unit - i.le Record Retention Fee for Building Permit State Building Code Council Fee Technology Fee for Building Permit $ 50.00 Total $s0.00 genpnlrreceipts Page 'l of 1 Receipt Nunber: BLD07-094 BLD07-094 BLD07-094 BLD07-094 BLD07-094 BLD07-094 BLD07-094 989706401 989706401 989706401 989706401 98970il01 989706401 989706401 $641.39 $19.74 $100.00 $4.s0 $150.00 $150.00 $r0.00 Total: $641.39 $19.74 $100.00 $4.50 $r50.00 $150.00 $10.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Plan Review Fee Technology Fee for Building Permit Energy Code Fee - New Single Famil State Building Code Council Fee Plumbing Permit Fee per Dwelling L Mechanical Perm it Fee per lhvelling Record Retention Fee for Building P $1,075.63 07-0417 CHECK 05109/|2007 Building Permit Fee $150.00 BLD07-094 11412 $ 1,075.63 - $1^o?5.;tTotal genprntrreceipls Page 1 of 1 ,1 ^r ReceiptNunrber, ffi BLD07-094 989706401 Building Permit Fee 12s8 Total $150.00 Total $1s0.00 $150.00 $0.00 CHECK $ 150.00 $150.00 genpnirreceipts l%ge 1 of 1 CO N S T R U C T I O N PR O G R E S S RE C O R I ) CI T Y OF PO R T TO W N S E N D De v e l o p m e n t Se r v i c e s De p a r t m e n t 25 0 Ma d i s o n St r e e t " Su i t e 3" Po r t To w n s e n d " WA 98 3 6 8 PO S T TH I S CA R D IN A SA F E , CO N S P I C U O U S LO C A T I O N , PL E A S E DO NO T RE M O V E TH I S NO T I C E UN T I L AL L RE Q U I R E D IN S P E C T I O N S AR E MA D E AN D SI G N E D OFF BY TH E AP P R O P R I A T E AU T H O R I T Y AN D TH E BU I L D I N G IS AP P R O V E D FO R OC C U P A N C Y . ST A M P E D AP P R O V E D PL A N S MU S T BE AV A I L A B L E ON TH E JO B S I T E . PA R C E L NO . 98 9 7 0 6 4 0 1 PE R M I T NO . BL D 0 7 - 0 9 4 IS S U E D DA T E 07 1 0 5 1 2 0 0 7 D( P I R A T I O N DA T E AD D R E S S 16 1 8 WA S H I N G T O N ST R E E T CO N S T R U C T I O N TY P E OC C U P A N T LOAD OW N E R PR O J E C T DE S C R I P T I O N Ad d i t i o n of fi n i s h e d ba s e m e n t , re m o d e l upper floor CO N T R A C T O R SO L U T I O N BU I L D I N G LE N D E R IN S P E C T I O N IN S P DA T E CO M M E N T S IN S P E C T I O N IN S P DA T E COMMENTS TO RE Q U E S T AN TN S P E G T T O N CA L L (3 6 0 ) 38 s - 2 2 9 4 . IN S P E C T I O N RE Q U E S T S MU S T BE RE C E I V E D PR I O R TO 3: 0 0 PM FO R ND ( T DA Y IN S P E C T I O N , 0110112008 FI N A L BU I L D I N G TE S C FO O T I N G FO U N D A T I O N WA L L Fo u n d a t i o n dr a i n SL A B FL O O R FR A M I N G FR A M I N G PL U M B I N G ME C H A N I C A L PL U M B I N G WT R PI P I N SH E A R WA L L IN S U L A T I O N GW B RO O F NA I L I N G MI S C E L L A N E O U S -) ) CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT 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. 00 PERMTT NUMBER: 6t-Dcl) - c 9.fDATE OF INSPECTION: SITE ADDRESS: PROJECT NAME: CONTACT PERSON: CONTRACTOR: PHONE: TYPE OF'INSPECTION:L- ( / 0(Lo I ] APPROVED ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection ! NOTAPPROVED Call for re-inspection before p Inspector A Date 20 Zoo Approved plans and permit card musl be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. Lp i CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT 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:8-20 PERMIT NUMBER: SITE ADDRESS: PROJECT NAME:CONTRACTOR: CONTACT PERSON:PHONE: TYPE OF INSPECTION: o L t/ (.Ett-( L)/2^ Fp he AtXnuile)\ Aq Fprl*c- ZO {t,l-1^-0 Do+.r-9 i-t Mt*1-' ! APPROVED Inspector APPROVED WITH Ok to proceed. Corrections will be checked at next inspection Date ! NOTAPPROVED Call for re-inspection before proceeding. F-zo Approved plans and permit card must be on-site and available ot time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. ) CITY OF PORT TOWNSENI) DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT 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:-o PERMIT NUMBER: SITE ADDRESS: PROJECT NAME: CONTACT PERSON: TYPE OF INSPECTION: CONTRACTOR: PHONE: b &(/ 3 1 ! APPROVED #"' c}uio. ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection APPROVED re-inspection before proceeding. Inspector Date Approved plans and permit card must be on-site qnd available at time of inspection. A re-inspectionfee may be assessed if work is not ready for inspection. ) Inspection Report Project n Permit #0o/ - Dq lnspection & NotesI)ate Inspector LIL\8 \r(0.-,.,J I t-trO 6 4-al,P/\f. 4'to (li K-s-*il.-Jart 6.{-o6'Ir Lo 2 CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT 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: SITE ADDRESS: PROJECT NAME: PERMIT NUMBER: CONTRACTOR: CONTACT PERSON: PHONB: rYPE oF INSPBCTI.N: t rnr.ar\2ffi.- - '{ N APPROVED tr APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Jzl NOT APPROVED Call for re-inspection before proceeding. Inspector Date 1 1,4[,ncol-t- 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. CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. PERMIT NUMBER:n1 - f$4,DATE OF INSPECTION: SITE ADDRESS: PROJECT NAME: CONTACT PERSON: TYPE OF INSPECTION: CONTRACTOR: PHONE: t" ! APPROVED ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection { Nor APPRovED Call for re-inspection before proceeding. Inspector TB'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. ) CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT 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: SITE ADDRESS: PROJECT NAME: CONTACT PERSON: CONTRACTOR: PHONE: TYPE OF'INSPECTION: r^e* tr APPROVED APPROVED WITH Ok to proceed. Corrections will be checked at next inspection ! NOTAPPROVED Call for re-inspection before proceeding. 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. CITY OF PORT TOWNSEND DEVELOPM ENT SERVICES DEPARTMENT 181 Quincy Street, Suite 301A, Port Townsend, WA 98368 PLUMBING CERTIFICATION PRESSURE TEST BUILDING DATE OF PLUMBING CONTMCTOR: Il enouruo woRK DWV Air Water Water Pressure inutes NOTE: TESTING REQUIREMET{TS (SECTION 318 UIIIFORJII PLUMBII{G OODE) MINI}IUMS: Water Test - 10'Head - 15 minutes Test at Working Pressure Air Test - 5# PSI - 15 Minutes 50# PSI - 15 Minutes I hereby certiff the information provided above is the result of the Plumbing System pressure test conducted by the undersigned at the indicated address and date. Misrepresentation of this certification is a gross misdemeanor under RCW.9A72.040 to a two-year statute of limitation. VISUAL SYSTEM REEQUIRED BEFORE Signature Date LIC#: f noueH-rN PLUMBING I rIrunl WATER SERVICE CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT 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: 3. \CI- (NUMBER: 1'q'/ SITE ADDRESS: PROJECT NAME:CONTRACTOR: CONTACT PERSON:PHONE: OF INSPECTION: E-S L-.(t ! APPROVED N APPROVED WITH CORRECTIONS Ok to proceed. Corrections will checked at next inspection APPROVED Call for re-inspection before proceeding. Inspector ittJnod Date A'n-* 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. /n CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT 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. /D-/8- 67 PERMTTNUMBER: AtboT- 0?yDATE OF'INSPECTION: SITB ADDRESS: / pRoJEcr NAME: VoL CONTACT PERSON: Ra TYPE OF INSPECTION: CONTRACTOR: PH O -3 o e$Jf U ! APPROVED ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection ! NOTAPPROVED Call for re-inspection before proceeding. Inspector Date Approved plans and permit card must be on-site and ovailable at time of inspection. A re-inspection fee may be assessed if work is not readyfor inspection. ) CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT 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: SITE ADDRESS: 07 -oq4 PROJECT NAME: CONTACT PERSON: coNrnq.crokj,3alt) *1 tu/I5 Rab PHONE: 30l -4lql TYPE OF INSPECTION:Yrnl'ina nlr,a,in \V\ .* o *.^ezA\eq N+\".-<t^ e[z=.+=, c-o *s'e-\r-. R*,*-*+-! ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection la Inspector Date Approved plans and permit must be on-site and available at time of inspection. A re-inspection fee may ! NOTAPPROVED Call for re-inspection before be assessed if work is not ready for inspection. l. ) CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. tr'or Monday inspections, call by 3:00 pM Friday. DDATE OF'INSPECTION: SITE ADDRESS: PROJECT NAME: CONTACT PERSON: TYPE OF INSPECTION: PERMIT NUMBER: CONTRACTOR: PHoNE: B 4t\D)^5, L)LA Ll ftjz- APPROVED ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection ! NOT APPROVEI) Call for re-inspection before proceeding. Inspector c,(L Date Approved plans and permit card must be on-site and ovailable at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. fltlb. DATE OF INSPECTION:7 /\L,/ SITE ADDRESS: PROJECT NAME: CONTACT PERSON: TYPE OF INSPECTION: a L:\ o)c)? CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want inspection. For Monday inspections, call by 3:00 PM Friday. NUMBER: f/is CONTRACTOR: PHONE: 3 O 77a r," 'PLrr cl=- 7*iir"A nTrn<) dr=, -/ .- 2i)(-+u- APPROVED WITH Ok to proceed. Corrections _ checked at next inspection CORRECTIONS N APPROVED ! NOTAPPROVED be Call for re-inspection before Inspector Date Approved plans and permit card must be on-site and availoble at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. 8-z 'o) PERMTTNUMBBR: /3Lb O) - (fi1tDATE OF INSPBCTION: SITE ADDRESS: PROJECT NAME: CONTACT PERSON: TYPE OT'INSPECTION: lo CONTRACTOR: PHONE:5nX ffioN -X{nrA/ a LL O c /o ^) QNr tr APPROVED ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections checked at next inspection Inspector Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may ! NOTAPPROVED Call for re-inspection be assessed if work is not readyfor inspection. CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT 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. NUMBER: Rl$ Da-6Q4DATE OF'INSPECTION: SITE ADDRESS: PROJBCT NAME: CONTACT PERSON: CONTRACTO ?.ob PHoNE: 30 I - -< lq TYPE OF INSPECTION:?&>ar d ! APPROVED ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector Date Approved plans and permit card must be on-site and available at time of be assessed if work is not readyfor inspection. ! NOTAPPROVED A re-inspection fee may I CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspectionso call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspectionso call by 3:00 PM Friday. 8-t4-o7DATE OF INSPECTION: SITE ADDRESS:t61 8 CONTRACTOR: JPROJECT NAME: CONTACT PERSON: TYPE OF INSPECTION: PHONE: F.tr",.1.,En" 4 €aofrrc -hr \, re-+a rnrncJ-J 0k I ! APPROVED ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector Date Approved plans and permit card must be on-site and available at time of be assessed if work is not ready for inspection. r] NOT APPROVED Call for re-inspection before A re-inspection fee may CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. DATE OF INSPECTION: SITE ADDRESS: PROJECT NAME: CONTACT PERSON: TYPE OF INSPECTION: PERMIT NUMBER: PHONE:q FnnJrn^ ,6W \_ltl t/n-e I ///J L .o tl ! APPROVED WITH CORRECTIONS Ok to proceed. C at ! APPROVED will be Inspector Date Approved plans and permit card must be on-site and available at time of be assessed if work is not readyfor inspection. ! NOTAPPROVED Call for re-inspection before .i I A re-inspection fee may r- - - - t_ _ _ _ _ I I I I I It '' , i {- ,} -t D v s vv < .= l .. \J \\ i l ;J ; V *< s { N +<t' t -- ) ; J \ o s \ \5 \ \: : t- n J- - 1 . . I I I NE I G H B O R I N 6 ?' e c f a A a v r. t o l J S E lt 3b -b \ + {U t N \) ", ;)e _t r \g \s sl \I _)s r I !I i I I i I t; \t c l N l T Y l{ A P NT 9 7 9I T E FL A N l" = lo ' - o t ' EX I 9 T I N G r{ o u 9 E CE N T E R OF R. 0 . t I J . a' AE t a la Y €- ) ) l \ rl tt . l \r N F TI J ut v t- (r )z o F U z :r o 3 I I I I I I I I I I I I l I I ll l -o I M ti l ] lr -z lu $) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o d- tI s a6 -/ + a o + v !tr tr _o o a lu z J E u.u L o v L I 1- - - I I I i i I i I I I I I I L I I I I L I I I i I I !I I L rF J} tl { ,f t + I I I -L I EE N T O N gT R E E T