Loading...
HomeMy WebLinkAboutBLD08-240CITY OF PORT TOWNSEND rhf, 19 PERMIT ACTIVITY LOG PERMIT # JB LD 08 2 "W) DATE RECEIVED SCOPE OF WORK: M ta� 14.) . . . . . . . . . . . .......................... DATE ACTION INITIALS . ....... ... ENTERED INTO CHET . . . . . . . . .. .................... . ........ ............... ......... .. . ........... .. . ...... . . . . . ...... ......... ........ . ....- . — ----------------------- — -- — CHECKED FOR COMPLETENESS ............ 3-3 511t;q. h4_Cpl -5-r7. .......... . . . . . . . ......................... . . ................ . . ............ ........... ......... . ........ ................. . . . . . . . ..... . ....... .......... ....... . . ................. . ......................... ................ . ....... --- . . . .............. ..... . . . . . . . . . . . .................................................................. ... . .. . . ..................... ...... ........... . . . . ......... -------- . ........... . . --- . . . . . . . .................... ........ ...... . . . . . . . ........ ........... ........ -- ...... . ... ... ......... . ...... . .......... . ... . . . . .... ............ . ......................... . ..... . ............... . ... . . . . .... ................................... . . . .............. . . . . ................. . .......... ............... . ............ . . ......... . . . . .......................................... . . .................... ---- ... . ........... . . ........... -.- ............. .......... . ................... ........... . z Ono, CDC RZJ Setbacks OK? Lot Size: ........... ................. Building Size: . . . . ............................. ........ ....... . ... .... . . . . ........................................ . ...... Lot Coverage: 0 FAR OK? Height OK? Parking OK? . ..................... . . ...... ................. . . - Critical Area? Nb Demo? �Historic Rev? . . .... . .......... .......................... ............ .. . . ............... Notice to Title? Lots of Record? e-cl BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit Type Residential - Single Family - New Site Address 3303 SHERMAN ST Project Description Permit # Project Name Parcel # SFR W/GARAGE & SEPARATE BEDROOM (2nd edition of permit) Naives Associated with this Project Type Name Contact Phone # Applicant Landau Charles Owner Landau Charles Contractor Owner Builder (360) 379-6471 Fee Information Project Valuation Site Address Fee Building Permit Fee Energy Code Fee - New Single Family Unit Mechanical Permit Fee per Dwelling Unit - New Residential Plan Review Fee Plumbing Permit Fee per Dwelling Unit - New Residential State Building Code Council Fee Technology Fee for Building Permit Record Retention Fee for Building Permit Total Fees BLD08-240 SFR W/GARAGE/SEPARATE BDRM 948002317 License Type License # Exp Date STATE exempt 12/31/2009 Project Details $289,568.86 Decks — Residential (Covered) 3.00 Dwellings — Type V Wood Frame 2,057.75 Private Garages — Wood Frame 100.00 foundation only permit Units: 150.00 Bedrooms: Bathrooms 1,337.54 150.00 4.50 41.16 10.00 $ 3,853.95 Heat Type: Construction Type: Occupancy Type: 222 SQFT 2,506 SQFT 1,008 SQFT 23,556 DOLI *** SEE ATTACHED CONDITIONS *** 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 of the prlap'rc rty or author rxed gys nt o '1he owner. Print Name"rrf, f � f `°�°� f i`` �� Date Issued: 04/15/2009 Issued By: SFOSTER Signature "*� � � b-. Date "�� � Date Expires: 10/12/2009 ,pQRT BUILDING PERMIT .. City of Port Townsend Development Services Department A, 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379=5095 Project Information Permit # BLD08-240 Permit Type Residential - Single Family - New Project Name SFR W/GARAGE/SEPARATE Site Address 3303 SHERMAN ST Parcel # BDRM 948002317 Project Description SFR W/GARAGE & SEPARATE BEDROOM (2nd edition of permit) Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 20. Foundation permit issued 1 st.. This structure must be compatible with this foundation design and approved by engineer of record. The holder of such permit for foundation shall proceed at the holder's own risk with the building operation and without assurance that a permit for the entire structure will be granted. 30. Permit issued per scope of work and project description list on application. Additional work requires separate pen -nit. 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 of the property or authorized agent of the owner. Print Name Signature Date Date Issued: 04/15/2009 Issued By: SFOSTER Date Expires: 10/12/2009 RT BUILDING PERMIT City of Port Townsend w' Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD08-240 Permit Type Residential - Single Family - New Site Address 3303 SHERMAN ST Project Description FOUNDATION ONLY FOR SFR Lot 7 of Corona Gardens PUD Naives Associated with this Project Type Name Contact Applicant Landau Charles Owner Landau Charles Contractor Owner Builder Fee Information Project Valuation Site Address Fee Building Permit Fee Energy Code Fee - New Single Family Unit Mechanical Permit Fee per Dwelling Unit - New Residential Plan Review Fee Plumbing Permit Fee per Dwelling Unit - New Residential State Building Code Council Fee Technology Fee for Building Permit Record Retention Fee for Building Permit Total Fees $23,556.00 3.00 377.25 100.00 ILYIIIII 241.21 150.00 4.50 7.55 10.00 $ 1,043.51 Project Name FOUNDATION ONLY Parcel # 948002317 Phone # Project Details foundation only permit Units: Bedrooms: Bathrooms License Type License # Exp Date STATE exempt 12/31/2009 Heat Type: Construction Type: Occupancy Type: 23,556 DOLL * * * SEE ATTACHED CONDITIONS * * * 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 permit is true and accurate to the best of my knowledge. 1 further certify that 1 am the owner of the property or authorized agent of the owner, Print Name Date Issued: t Issued By: Signature Date Date Expires: 05/19/2009 Vo T BUILDING PERMIT City of Port Townsend Development Services Department a 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD08-240 Permit Type Residential - Single Family - New Site Address 3303 SHERMAN ST Project Description FOUNDATION ONLY FOR SFR Lot 7 of Corona Gardens PUD Conditions Project Name FOUNDATION ONLY Parcel # 948002317 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 20. Foundation permit only. Subsequent structure must be compatible with this foundation design and approved by engineer of record. The holder of such permit for foundation shall proceed at the holder's own risk with the building operation and without assurance that a permit for the entire structure will be granted. 30. Permit issued per scope of work and project description list on application. Additional work requires separate permit. Ca11385-2294 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 of the property or authorized agent of the owner. Print Name Signature Date Date Issued: Issued By: Date Expires: 05/19/2009 pon'r �oh� k City of Port Townsend Development Services Department 250 Madison Street, Suite 3 �ua " Port Townsend WA 98368 360-379-5095 Fax 360-344-4619 REVISION TO BUI ANNG PERMIT Revision # OWNEII ( ADDRESS: Total Value of Revision: S U �`r Impervious Surface Change? ❑ Yes 0 Revisions require 2 sets of plans and a written scope of workthat fully describes the proposed change plus any additional information that will be of assistance in issuing your revision. If your plans were stamped by a design professional, all revision submittals require a stamp with a wet signature. Be aware that changes to the existing approved plans may also require Lou to revise your original building permit application (lot coverage, impervious surface, structure square footage, etc.) and energy code documents (changing windows, heat source, etc.) to conform to your proposed changes. Pi OFFICE USE ONLY: Submittal date: Two sets of plans for revision: Approval of engineer of record (if original plans engineered): ❑ Yes ❑ No ❑ PADSMDepartment FonnskBuilding FormsWpplication-Revision.doc Robert L. Brungraber, Ph.D., P.E. Fire Tower Engineered Timber 60 Valley Street, Unit #1 Providence, RI 02909 .ma... o Mo November 22, 2008 V EC I„"'" oNW Charles Landau i 87 Martin Road ti��h'.���i�;rhil',�IU`ad NJ) Port Townsend, WA 98368 Re: Revisions to Foundation Details on your new home Dear Charles, I am the engineer of record for your new home. You have proposed two small revisions to the approved foundation details for that new home: • Replacing the Simpson SSTB 1" and 7/8" anchor bolts with threaded rods that have doubled nutted washers to resist withdrawal. So long as this is done per the Simpson catalog specifications, this will be entirely adequate to resist the uplift. • Replacing the #5 bars with #4 bars in the footings and stem walls. This original rebar size was your suggestion, not my specification. You may downsize these bars to the more standard #4, and still meet the structural requirements. Both these minor changes to your foundation are entirely acceptable to me and I herein approve them. Please do not hesitate to reach me, with any questions that you may have, concerning this matter. Yours truly, E. �. aA0 IN Robert L. Brungraber, Ph.D., P.E. Fire Tower Engineered Timber 60 Valley Street, Unit #1 Providence, RI02909 u November 22 , 2008 J [] 1�, DEC ) 008 Charles Landau ,w i!'Om N 87 Martin Road .....,',, ���,.,o Port Townsend, WA 98368 Re: Revisions to Foundation Details on your new home Dear Charles, I am the engineer of record for your new home. You have proposed two small revisions to the approved foundation details for that new home: 9 Replacing the Simpson SSTB 1" and 7/8" anchor bolts with threaded rods that have doubled nutted washers to resist withdrawal. So long as this is done per the Simpson catalog specifications, this will be entirely adequate to resist the uplift. • Replacing the #5 bars with #4 bars in the footings and stem walls. This original rebar size was your suggestion, not my specification. You may downsize these bars to the more standard #4, and still meet the structural requirements. Both these minor changes to your foundation are entirely acceptable to me and I herein approve them. Please do not hesitate to reach me, with any questions that you may have, concerning this matter. Yours truly, f Robert L. ('Ben") ber, Ph.D., P.E. EXPI SIVII 1 w+M k p Rick Tavlor From: charles landau [charlesl@olympus. net] Sent: Monday, December 29, 2008 3:53 PM To: Rick Taylor Subject: Re: Building permit Thanks Rick, For now lets forget about he pull down stairs and I will decide later how I want to acess the storgage area. Charles Rick Taylor wrote: > Hello Charles, > I'm working on your permit for the foundations for the house and the > garage and the garage plan with the 2^nd floor storage needs to have a > stairway that meets the 2006 IRC Code, a pull down ladder doesn't. I > wanted you to know this before the permit for the foundation is issued > so you can make any changes if you need to. > Rick 1 Appl # [ DO �..�� „�... ,1 0 Type Parent # Date Subnijrted Technically Complete a .�.....,.,. Date Approved Ovenide1?'xcpire9r- Governtik at7r- Application Queryj tom' Letters intro 1 Site Addre a �r/%/i�drl,, Itatils�/ pe /�a M� / atuttArK / �/<"��ar 6572, 00 1 .....m ... 0� JSQF 16 2 1 wool,,m � 11� Y7I:�� NN, ,� . -, Qom' ........ $191,86.87 �. 6 ,. . .�� �o �, �o.� ..". .,,..'.,.11,"'I ...... f - T ° .�o.o....,�l—, 4.46 $1030 ood Errs tad$208,701,43 Rick Taylor From: Scottie Foster Sent: Monday, December 29, 2008 8:42 AM To: Rick Taylor Subject: FW: CHARLES LANDAU -----Original Message ----- From: Rick Taylor Sent: Tuesday, December 16, 2008 7:51 AM To: Scottie Foster Subject: FW: bldg. permit -----Original Message --- From: charles landau [mailto:charlesl@olympus.net] Sent: Monday, December 15, 2008 5:45 PM To: Rick Taylor Subject: Re: bldg. permit Rick Taylor wrote: Rick, That will be fine. At this time I am only interested in getting the foundation for the garage approved. In that way I can get you engineered drawings for all the changes at once. Thanks. When the permit is approved please call Hans Vodder at 732-4065 and let him know he can pick up the permit. He has a check that I gave him. Thanks, Charles > Hello Charles, > I can approve the foundation for your new house and garage and you can > provide the engineering when you get back in town but this would be at > your own risk. Let me know what you would like to do? > Rick > -----Original Message----- • From: charles landau [mailto:charlesl@olympus.net] > Sent: Friday, December 12, 2008 4:59 PM > To: Rick Taylor > Subject: Re: bldg. permit > Rick Taylor wrote: > Rick, > In that case lease approve the plans that have been engineered or else > release the garage foundation so my contractor can get started. We have 1 r C\ > sold our house and 1 need to get the garage doiie wnen I come back to > move things into. Then I will resubmit the other sheets with proper > engineers stamp. > Let me know what you can do. > Thanks, Charles >> Hello Charles, >> Yes, we need to have the engineer stamp the plans you want to use. >> Regards, >> Rick Taylor >> -----Original Message---- » From: charles landau [mailto:charlesl@olympus.net] >> Sent: Thursday, December 11, 2008 7:27 PM >> To: Rick Taylor >> Subject: Re: bldg. permit >> Rick Taylor wrote: >>> Hello Charles, >>> I need to put your plan review on hold until I know which house plan >> you >>> are going to use you turned in two difference building plans. >>> Regards,. >>> Rick Taylor >>> -----Original Message ----- >>> From: charles landau [mailto:charlesl@olympus.net] >>> Sent: Tuesday, December 09, 2008 7:15 PM >>> To: Rick Taylor >>> Subject: bldg. permit >>> Rick, >>> Could you please update me on the status of my application for a >>> building permit. >>> Thank you, >>> Charles Landau >> Rick, z » I made some slight modifications from the original plan and reviewed » them with the engineer. Please look at the sheets that do not have the » stamp as the final set. If needed I can get this set stamped by the » engineer although he did OK the changes. » Thanks, Charles 3 Rick Taylor From: Scottie Foster Sent: Monday, December 29, 2008 8:42 AM To: Rick Taylor Subject: FW: LANDAU EMAIL -----Original Message ----- From: Rick Taylor Sent: Monday, December 15, 2008 4:14 PM To: 'charles landau' Cc: Scottie Foster Subject: RE: bldg. permit Hello Charles, I can approve the foundation for your new house and garage and you can provide the engineering when you get back in town but this would be at your own risk. Let me know what you would like to do? Rick -----Original Message----- From: charles landau [mailto:charlesl@olympus.net] Sent: Friday, December 12, 2008 4:59 PM To: Rick Taylor Subject: Re: bldg. permit Rick Taylor wrote: Rick, In that case lease approve the plans that have been engineered or else release the garage foundation so my contractor can get started. We have sold our house and I need to get the garage done when I come back to move things into. Then I will resubmit the other sheets with proper engineers stamp. Let me know what you can do.. Thanks, Charles > Hello Charles, > Yes, we need to have the engineer stamp the plans you want to use. > Regards, > Rick Taylor > -----Original Message----® > From: charles landau [mailto:charlesl@olympus.net] > Sent: Thursday, December 11, 2008 7:27 PM > To: Rick Taylor 1 r > Subject: Re: bldg . pe:rm...Lt > Rick Taylor wrote: >> Hello Charles, » I need to put your plan review on hold until I know which house plan > you >> are going to use you turned in two difference building plans. » Regards, » Rick Taylor » -----Original Message ----- » From: charles landau [mailto:charlesl@olympus.net] » Sent: Tuesday, December 09, 2008 7:15 PM » To: Rick Taylor » Subject: bldg. permit » Rick, » Could you please update me on the status of my application for a » building permit. » Thank you, » Charles Landau > Rick, > I made some slight modifications from the original plan and reviewed > them with the engineer. Please look at the sheets that do not have the > stamp as the final set. If needed I can get this set stamped by the > engineer although he did OK the changes. > Thanks, Charles z Rick Taylor From: Rick Taylor Sent: Wednesday, December 10, 2008 10:03 AM To: 'charles landau' Subject: RE: bldg. permit Hello Charles, I need to put your plan review on hold until I know which house plan you are going to use you turned in two difference building plans. Regards, Rick Taylor -----Original Message----_ From: charles landau [mailto:charlesl@olympus.net] Sent: Tuesday, December 09, 2008 7:15 PM To: Rick Taylor Subject: bldg. permit Rick, Could you please update me on the status of my application for a building permit. Thank you, Charles Landau 1 7" 20" rj 15" cq 00 CC) Nal Ell N C4 22" rk� CY rl o I -I L�' DW 22 °" WPM 0 71 01 LLE Al o by lei roIf f Xj Aws a e w � � 5v m »ce yy 9X I .F" api w ma^ d. 0 m _ P ,T�Ix. •n" � ,�-A. ,r.w �, ., rcb o ... ,,a w, spa. ,9�. i I91 7„ a r 9 u H 'd 'IN �Y 4f c aary i ,mwuna�ar.... w ' �v o ; I �"nmFr¢ad�ldn � �a�qu�� Ypr.M'k k 1, I J Ir w r 1 y , y, ^�emr is w J e N I- t e: i a i L , y VII N o 5' m i yam'"q��• I n 4 •w m w v � w rte a w r l r � r " ll �.p a h m SeamCitek v2004 licensed to: Craig Colomb Keg g iui i-Jugs Landau House Garage Ridge Date. ��20/09 Sele i n 5-1/I3x 10-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conde, i n Min Bearing Area R1= 5.5 in R2= 5.5 in DL Defl 0.19 in SuggestedCamber 0.29 in Data Beam Span 13.5 ft Reaction 1 LL 2025 # Reaction 2 LL 2025 # Beam Wt per ft 13.08 # Reaction 1 TL 3571 # Reaction 2 TL 3571 # Bm Wt Included 177 # Maximum V 3571 # Max Moment 12053# Max V (Reduced) 3108 # TL Max Defl L / 240 TL Actual Defl L 1365 LL Max Defl L / 360 LL Actual Defl L 1644 Agnes, Section A'in-' Shear in T� L De fl in _ mmmm LL DOwwwww Actual 94.17 53.81 0.44 0.25 Critical 60.27 19.43 0.68 0.45 Status OK OK OK OK Ratio 64% 36% 66% 56% Fb sr) Fv_s.... E_ ei x mil _ F..ir ...... Vb� Base Values 2400 240 1.8 650 Base Ad'usted' 2400 ._ 240 8 ..........._.... 6ITO.. Ad'ustrrt nts Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1,00 .1.00...._ CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform LL: 300 Uniform TL: 516 = A Uniform Load A .. _. R1 = 3571 R2 = 3571 SPAN = 13.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Landau Data /kttrlbu es Actual Critical Status Ratio Aid 'ustrnen s Loads 6eamChek v2004licensed to: Craig caomD Keg F iui 1-JwJ Floor girt from Bent 3 to Da[t_ .114/09 6-3/4x-10-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft Min Bearing Area. g 2 DL Defl 0.19 in Suggested Camber 0.29 in R1= 5.4 in R2= 5.4 in � � �. Beam Span _... 16.75 ft _. Reaction 1 LL 2429 # Reaction 2 LL 2429 # Beam Wt per ft 17.22 # Reaction 1 TL 3484 # Reaction 2 TL 3484 # Bm Wt Included 288 # Maximum V 3484 # Max Moment 14588 W Max V (Reduced) 3120 # TL Max Defl L / 240 TL Actual Defl L / 320 LL Max Defl L 1360 LL Actual Defl L / 459 ......... w...... Section �n' _ Shear in TL Defl (in LL DO 124.03 70.88 0.63 0.44 72.94 19.50 0.84 0.56 OK OK OK OK 59% 28% 75% 78% Fb si Fv „ sib E (psi x mil Fp m( psi Base Values 2400 240 1.8 650 Bane Ad"usted 2400 _ ...pw 240 .. 1.8 650 ... Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 ..... 1.00 1,00 . Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 290 Uniform TL: 399 = A Uniform Load A .._..� R1 = 3484 R2 = 3484 SPAN = 16.75 FT Uniform and partial uniform loads are Ibs per lineal ft. Landau Data Attributes Actual Critical Status Ratio Values Loads esi-:tuts eamc;neK v�uu4 ncensea roc;raigc.aomo Keg � lui m„wm . T ... _�......m�,w...µIT_......�.. mm Garage 2nd. floor beam Date: 3113/09 �_5 -1/8x LB 12 G16F-V2 HF/HF Lu = 0.0 Ft .... Min Bearing Area R1= 8.6 inz R2= 8.6 wn2 DL Defl 0.11 in Suggested Camber 0.17 in Beam Span 14.0 ft Reaction 1 LL 3360 # Reaction 2 LL 3360 # Beam Wt per ft 14.94 # Reaction 1 TL 4305 # Reaction 2 TL 4305 # Bm Wt Included 209 # Maximum V 4305 # Max Moment 15066 '# Max V (Reduced) 3690 # TL Max Defl L / 240 TL Actual Defl L 1327 LL Max Defl L / 360 LL Actual Defl L / 419 Section ink Shear W TL Defl q LL Defl 123.00 61.50 0.51 0.40 113.00 28.38 0.70 0.47 OK OK OK OK 92% 46% 73% 86% Fb sw Fv ln§i E(psi x miR Fc I (psi Base Values 1600 195 1.4 500 Bas .AJus ed 1600 195 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00_ Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 480 Uniform TL: 600 = A Uniform Load A_ R 1 = 4305 R2 = 4305 SPAN = 14 FT Uniform and partial uniform loads are Ibs per lineal ft. Rep#7077-3073 Principal purlins Living room 8 x 10 DF #! Date: 3120/09 Selection 0 #1 o r be tter D F L u 0.0 Ft Qqiwdfhoq;� NDS 2001 Min Bearing Area R1=3.7in'l R2=3.7in' DL Defl 0.28 in t 'Reaction P$11ma Beam Span 16.75 ft Reaction 1 LL 1466 # 2 1. L 1466 Beam Wt per ft 17,31 # Reaction 1 TL 2666 # Reaction 2 TL 2666 # Bm Wt included 290 # Maximum V 2666 # Max Moment 11163 W Max V (Reduced) 2414 # TL Max Defl L / 240 TL Actual Deft L 1325 LL Max Defl L / 360 LL Actual Defl L i 592 Attributes Sec ion_(fnl .TL0,84 Defl Actual 112�81 71.25 0,62 0.34 Critical 86A3 21.30 0,56 Status OK OK OK OK Ratio 77% 30% 74% USER'S, CUSTOM BASE VALUES Fb Fv jpsi), E (psi x rni�),, I�a-L[02S ase Values 1550 170 1.7 730 1550 170 1�7 730 Adiustrnvnts CF Size Factor 1.000 Cd Duration 1.00 1,00 Cr Repetitive 1.00 Ch Shear Stress N/A Cni Wet Use 1,00 1.00 1.00 1.00 Cl Stability 1— 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 Loads , , , - Uniform LL: . ... ...... . . ..... 175 Uniform TL; 301 =A Uniform oad, A - BeamGhek v2004 licensed to: Craig Colomb Reg # 7077-3073 Principal purlins Studio 6 x 10 DF #I Date: 3/20/09 Selection 6x 10 #1 or better DF Lu = 0.0 Ft �I Conditions NDS 2001 nnin Rearinn Area R1= 3.3 in2 R2= 3.3 inz DL Defl 0.30 in Data Beam Span 16.25 ft Reaction 1 LL 1320 # Reaction 2 LL 1320 # Beam Wt per ft 12.7 # Reaction 1 TL 2374 # Reaction 2 TL 2374 # Bm Wt Included 206 # Maximum V 2374 # Max Moment 9645'# Max V (Reduced) 2143 # TL Max Defl L / 240 TL Actual Defl L / 285 LL Max Defl L / 360 LL Actual Defl L / 512 A,lLnbgte Section nD Shear ins TL Defl in LL Defl Actual 82.73 52.25 0.69 0.38 Critical 74.67 18.91 0.81 0.54 Status OK OK OK OK Ratio 90%, 36% 84% 70% .m. USER'S CUSTOM BASE VALUES Fb(psi Fv (.... psi x mild Fcsi Values Base Values 1550 170 1.7 730 Basew 84i2sted 1550 . 170 1.7 �730 Ad/rstmenl CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.0.0 1.00_ wwmm�1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform LL: 163 Uniform TL: 280 = A Uniform Load A R1 = 2374 R2 = 2374 SPAN = 16.25 FT Uniform and partial uniform loads are Ibs per lineal ft. beaml-neK vzuu4 iicensea ro: L,ra►g (.olomo Keg 4Fiui i-auis Landau House W Common rafters Date: 3/20/09 se'legon 6x 6 #1 or better D.F. Lu = 0.0 Ft Con dl " NDS 2001 Min Rearina Area R1= 1.0 in R2= 1.0 in DL Defl 0.06 in Data Beam Span 8.0 ft Reaction 1 LL -...._, ............. 400 # Reaction 2 LL 400 # Beam Wt per ft 7.35 # Reaction 1 TL 717 # Reaction 2 TL 717 # Bm Wt Included 59 # Maximum V 717 # Max Moment 1435# Max V (Reduced) 635 # TL Max Defl L / 240 TL Actual Defl L / 754 LL Max Defl L 1360 LL Actual Defl L / >1000 Aftributes Section ins` Shear on TL Defl in LL Defl Actual 27.73 30.25 0.13 0.07 Critical 11.11 5.60 0.40 0.27 Status OK OK OK OK Ratio 40% 19% 32% 27% USER'S CUSTOM BASE VALUES Fb fps) Fv psi) Values Base Values 1550 170 1.7 730 Base Adjusted 1550 170 1.7_ 730 A dLuALT_gnts CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1,00 1.00 _1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads ._........ Uniform LL: 100 Uniform TL: 172 = A Uniform Load A __wmm R1 = 717 RZ 717 s SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. Development Serrvices oeer 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 E wa www.cityofpLus Residential Building Permit Application Ad ss: Legal Description (or Tax #) ° Addition: Zoning: Parcel # q480n ;L3 ( 7 Block: Lot(s) _ 6®t~-e Project De ription. );o Applications by mail must include a check for initial plan review fee of $150 for projects valued over $15,000, See Page 2 for details on plan submittal requirements. Property Owne fAppli " Name. - a". Address: rT fit_ City/St/Zip: 99368 Phone: ACl E Email:A°�•.„v`�r:; �.�.�C"I:,. �'t11����1017 S a Contact/Re resent�tive:. Name: Address: 7M D' City/St/Zip:-4 Phone: ° 1 Email: �,1 '(!�\ CI Contractor: t /S,ame as Owner Name: Address:s. City/St/Zip: Phone: Email:, State License #, City Business License Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: L ! . Project Valuation: $ "2 6 0 �4 t Building Information (square feet): 1" floor J 5— Garage: 7 2nd floor Deck(s): 3`d floor � Porch(es): Basement: Is it finished? Yes No Carport:'"" Other: Manufactured Home C7 ADU ❑ New Addition F Remodel/Repair C Total Lot Coverage (Building Footprint):* Square feet° 6 7 % Izo- , Ifnpervious Surface:* � uuare feet: *Total existing & proposed 'hat year was the structure built? �r LJ1 work includes demolition, see Page 2. ny known wetlands on the property? Y 69 Any steep slopes (>15%)? Y I hereby certify that the information provided is correct, that I 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. Date: i g ' 2,0 — o nature., Pagel of 2 7/31 /2008 RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. The purpose is to show what you Ze§ldential to build, where it will be located on your lot, and how it will be constructed. permit application. ILWesh" gton State Energy & Ventilation Code forms l (2) sets of plans with North arrow and scaled, no smaller than '/a" = 1 foot: ❑ 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. If creating new impervious surfaces, indicate measures utilized to retain stormwater on -site 6'. Street names and any easements or vacations 7. Location and diameter of existing trees 8. Utility lines , If applicable„ existing or proposed septic system location Delineated critical areas boundaries and buffers 61 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 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 C1 if ar itecturally designed, one set of plans must have an original signature Porpnsneered„ one set of plans must have one original signature ew dwelling construction, Street & Utility or Minor Improvement application If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: $30.00 for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 7/31/2008 VORT ro City of Port Townsend Development Services Department 250 Madison Street, Suite 3 Port Townsend, WA 98368 (360) 379-5095 Fax: (360) 344-4619 Washington State Energy Code (WSEC) 2001 Residential Construction Checklist C',oinpletp this form in addition to WSEC forms. Please answer the following questions: TYPE OF PRC: JE T,:: 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. House addition under 750 square feet Possible trade-offs are allowed with the existing building for WSEC compliance, such as increasing ceiling insulation. See WSEC component performance forms. NOTE: A house addition less than 500 sq. ft. does not require whole house ventilation. Spot ventilation is still required. TYPE OF HEATING — Please check all that appl ElXc all Heater "'Baseboard "'Forced Air Furnace �_J Radiant Floor (Boiler) -`Other &ry tAo Non -Electric: 5G L-L.ta c� �k•+�y1T �u.v►�P Propane: LA' Radiant Floor/Baseboard (Boiler) �_A' LPG Stove L-A' LPG Furnace �_A' Other LPG Heat Pump 1 Oil Furnace 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:. + 1� 14r : lywood with exterior glue 1 oly plastic (greater than or equal to 4 dip i° titer Thick) l Backed batts �.� * Walls: l Poly plastic (greater than or equal to 4 Ill reteN ek � 0 '210 Face -stapled, backed batts rA.,ow-perm paint Ceilings: Not required where ventilation space averages greater than or equal to 12 inches above insulation Face -stapled, backed batts rPoly plastic (greater than or equal to 4 rnillinict'r t rck) l Lwow perm paint: 1 � �..��meA .. �t ��_�� ���,� :rt�� n� ��-ter? ✓ram V- /` SEE BACK http://ptimaging/DSD/Building_Forms/BuildingPermitPacketlApplication-Residential Energy Code Checklist.doe Page 1 of 2 WASHINOT'ON STATE VEl" TILA'717ION AND INDOOR AIR QUALITY 2000 Code l"' e cal"ventilation tised thro ghoul the house:'HVAC Integrated Option V:exhaust Option Whole House Fan for "Exhaust Option": • In what room is your whole house fan located? ..., • What size is the whole house exhaust fan? 5 0-7 5 CFM (1-2 bedroom house) 80-120 CFM (3 bedroom house) 100-150 CFM (4 bedroom house) 120-180 CFM (5 bedroom house) Note: the whole house fan shall be readily accessible and controlled by a 24-hour clock timer with the capability of continuous operation, manual and automatic control. At the time of final inspection, the automatic control timer shall be set to operate the whole house fan for at least 8 hours a day, and have a sone rating at 1.5 or less measured at 0.10 inches water gauge. Spot Ventilation: Source "specific exhaust ventilation is required in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa and other rooms where excess water vapor or cooking odor is produced. Bathrooms, laundries or similar rooms require fans with a minimum 50 cfm rating at 0.25 inches water gauge; kitchens shall have a fan with a minimum 100 cfm rating at 0.25 inches water gauge. Outdoor Air Inlets: Outdoor air shall be distributed to each habitable room by means such as individual inlets, separate duct systems, or a forced -air system. Habitable rooms include all bedrooms, living and dining rooms but not kitchens, bathrooms or utility rooms. Where outdoor air supplies are separated from exhaust points by doors, undercutting doors a minimum of/2 inch above the surface of the finish floor covering, distribution ducts, installation or grilles, transoms or similar means where permitted by the Uniform Building Code. When the system provides ventilation through a dedicated opening, such as a window or through -wall vent, these openings must: • Have controlled and secure openings • Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed. • Provide not less than 4 square inches of net free area of opening for each habitable space. What type of fresh air inlet will be installed? (,See figure below) 'W'mdow Ports all Ports 1, i http://ptimaging/DSD/Building_Forms/BuildingPermitPackeUApplication-Residential Energy Code Checklist.doc Page 2 of 2 TABLE 6-1 PRESCRIPTIVE REQUIREMENTS"' FOR lSR tlp R� D CLIMATE ZONE 1 _.. Glazin ' G lazin U-Factor WaII72 Wall* Wall, Slabs" Ia Option °g Are Area : Door 9, 2 Vaulted Above int exl s Flooron o /o of Floor Vertical Overhead }�Ceiling U-Factor Ceiling 3 Grade Below Below Grade ~ Grade Grade I. 10% 0.32 0.58 0.20 R-38 R-30 R15 R-15 R-10PR-30 R-10 II ..,..a ,15% 0.35 0.58 , 0,201 R-381 k R-300Y R-210 R-T1 R-10 111. 25%, 0.40 0.58 mm 0.20 R-38 / R-30 / R-21 / R-15 qR-10 R-10 R-10 Group R-1 U=0.031 U=0.034 U=0.057 andR-2 Occupancita �� es Onl _....0.35 ....... IV. Unlimited 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Group R-3 and R-4 Occupanci es Only_ V. Unlimited 0.35 r 0.58 �A 0. 20 R-38/ R-30 / Rry21 i -- R-15 R-10 R-301 R-10 Group R-1 U=0.031 U=0.034 U=0.057 U=0.02 �7 I7• and R-2 Occupanci �3� � � tk;:- 002 - 103-S I 9 es Only. _.._ „..--- ..,--- _. Reference Case , 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed_ For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance between the lop of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum I -inch vented airspace above the insulation- Other single rafter or joist vaulted ceilings shall comply with the "ceiling" requirements. This option is limited to 500 square feet of ceiling area for any one dwelling unit. 4. Below grade walls shall be insulated either on the exterior to a minimum level ofR-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications_ See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default U-factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that. value. Overhead glazing with U-factor of U-0.40 or less is not included in glazing area limitations: 11. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5, 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. Before hiring 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. 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; lids will not be accepted unless the contractor provides s a valid register Lion number. While the law does not guarantee perfect „ performance, it improves'the likelihood that the contractor does competent work. 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. aT rod City of Port ToA nd Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 LANDAU CHARDS 85 MARTIN RD PORT TOWNSE D WA 98368-9768 Application No MP08-117 Project: UTIIRES HOOK-UP Application Type Minor Improvement Pemit Parcel# 948002317 Subdivision: Block/Lot Site Address: SHERMAN Invoice Date: I _03-DECmN Invoice # 575 Description Fee Amount Paid/Credh Balance Due SDC - Water $2522.00 $0.00 $2522 00 SDP Inspection $90.00 $0.00 $90.00 SDC - Sewer Water $2331.00 $0.00 $2331.00 ' Connection Technology Fee for Minor Improvement Penytt $135.00 $5.00 $0.00 $0.00 $135.00 $5.00 u r Record Retention Fee for Minor $5.00 $0.00 $5.00 w„ Improvement Pernit� ° Minor Improvement Permit $100.00 $0.00 $100.00 Total Fee Amount: $5188.00 Total Paid/Credits: $0.00 Balance Due: $5188.00." Payment due within 30 days O / I P LJ �. a Page 1 Receipt Number 0940 Receipt mate. 01/0512009 Cashion FROWDE aK Payper/"Payee,Name, , LR UI CHARLE x Original Fee - Amount. Fare Permit # Parcel Fee Description Amount„ Paid Retance , BLD08-240 948002317 Building Permit Fee $377.25 $377.25 $0.00 BLD08-240 948002317 Plan Review Fee $241.21 $91.21 $0.00 BLD08-240 94.800231'7 State Building Code Council Fee $4.50 $4.50 $0.00 BLD08-240 948002317 Technology Fee for Building Permit $7.55 $7.55 $0.00 BLD08-240 948002317 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $490.51 Previous Payment History Receipt; # Receipt Date Fee Description Amount Paid Permit 08-1039 11/20/2008 Plan Review Fee $150.00 BLD08-240 Payment Check Payment Method Number Amount, CHECK 7029 $ 490.51 Total: $490.51 genpmtrreceipts Page 1 of 1 Receipt Number: 09w0246 WAO Receipt Date:`` 0411512009 Permit # Parcel BLD08-240 948002317 BLD08-240 948002317 BLD08-240 948002317 BLD08-240 948002317 BLD08-240 948002317 BLD08-240 948002317 BLD08-240 948002317 Receipt <# Receipt Date 09-0004 01/05/2009 08-1039 11/2012008 09-0004 01/05/2009 09-0004 01/05/2009 09-0004 01/05/2009 09-0004 01/05/2009 t PayedPayee Namc, LANDAUw Fee Description Site Address Fee Building Permit Fee Energy Code Fee - New Single Family Mechanical Permit Fee per Dwelling U Plan Review Fee Plumbing Permit Fee per Dwelling Uni Technology Fee for Building Permit Previous Payment History Fee Description Building Permit Fee Plan Review Fee Plan Review Fee Record Retention Fee for Building Permit State Building Code Council Fee Technology Fee for Building Permit payment Check Payment, Method Number Amount, CHECK 7061 $ 3,213.44 Total: $3,213.44 Original Fee Amount $3.00 $2,057.75 $100.00 $150.00 $1,337.54 $150.00 $41.16 Total: Amount Pict $377.25 $150.00 $91.21 $10.00 $4.50 $7.55 Amount Paid $3.00 $1,680.50 $100.00 $150.00 $1,096.33 $150.00 $33.61 $3,213.44 BLD08-240 BLD08-240 BLD08-240 BLD08-240 BLD08-240 BLD08-240 Fee Balance $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 genpmtrreceipts Page 1 of 1 �� y4p'G5 f" 7p�W Receipt Number: ipt,,., Date,' 'I112b 200 „�. . Cashier; K �e��ye Namet'LANDAU, CHARLES p; Pant petFee Amount � , "�.Fee Pear I't .: Parcel Fee Description ount, Paid, �,� 'Balance, - BLD08-240 948002317 Plan Review Fee $150.00 $150.00 $0.00 Total: $150.00 Previous Payment Histork eeeipk t' ce1pt Date Fee Description Am oun:t Petit Permit# Payment Check Peyrrt a nt Meth Wm' her Amount CHECK 7015 $ 150.00 Total $150.00 genpmtrreceipts Page 1 of 1 0 4:0 LL LL O . 0 W W F- Z in 0 W Q F- 0 Z QO W J W m �Q Q J U) Q O Pw U m a U) U)M Z g 0U) wz J �a W 0 ar W J i JO Qa. J Q Z 0 D W LLj IL UQ H < ON Z cl) >: = U F- Q LU IL w0 OLL ZD W 0O W w Qa wa J Q a un Oz a� OM J m M W D_ O~ U Q a> - Ow UO L = LL ~ Q Q W Q Z Q Da. Ix0 QO U� In Q F- _ H � O� am rn 0 O N 0 O W Q 0 0 W M U) S2 0 N 00 O J CD O z H w a N 00 0 rn O z J W U a' Q a F z Q o a D oU U U o O r- 0 J LL U) Of 0 LL W J F O Z Z O U p � Z F- 0 0 z LL O Z U O F a U w 0 U W O a N z Z w O U w a 0 a U Z Z O W � 0 U z a W (n J Z w 0 Z J 2E Q Of = U U) D 0 0 Z Cl)Q W W Z 0 �: Of w o m LU W Z p O Ix O a N z Z O U a z Q O U Z IL .. O Z O U) > U) Q m z F- OLLL j z O Q 0 Z C m o v W N LL Ej !Z4 e try IN z O_ H U w a z Q 0 H X w obi z CM N O co LL M o a O O O J M J O Q � U � z O°-w �a w cn > Z ul z U Qw Of ~ W N CO w DCY co wm O� W D a W w Z 0 H U w a co z Inspection Report Project Permit # BUDO w IWL O . 0W z2 a W zdx Ul F- �Z O W J Lu 0a F W Wm H Z oU) W �a LU W J � a J q zac MW W d O� Om z �v x w0 1%x z" G W 08 W w o. aU) az Z O� J N W mx O~ v� a m v0 LU N W zg cx ac CL Q 0 v n. xLU F- x l- am C l�1 � O Q C O Z c N F a. � O Z O 0 W H m w H a g 6 1a W a rn O Z z N O Q V o IX I-- a' W to) Cl) Cl) IX Z O Z Q O W J c � W x W _ C I- tu Ix O N 0 J m O z t g W IL 0 0 0 O O Z J W V w w 0 Q co it 2 Lu W 2 LU U cn a o o oc O Z M M W Z p, H a O C) r z W g O V w a c d Z Z Q W IL N z r W v F 0 a I W N Z Z 0 H V W IL z Q G m z N OMO LL M (Da O CO) � O Zlz O w WU a G a� ZZZ W QU W F W m W� OCO) W W w z O v W IL 0) z ?ORT CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT 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: P.11FERM117 NUMBER: SITE ADDRESS: foj CONTACT PERSON: PHONE: TYPE OF INSPECTION: Ji "A"a o"I IS I k') (i,' ma W V /N t i__W . . ................. PI " R 0 V E D 0 APPROVED WITH 0 NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector Y Lo Date Acknowledgei:iient,,_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 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: SITE ADDRESS: CONTACT PERSON: TYPE OF INSPECTION: � ��. ` ❑ APPROVED _."... � VED ❑APPROVED WITH w "µ' CORRECTIONS Ok to proceed. Corrections will be checked at next inspection InsPector _._.—Date _q z7t Ack:iiowled emen Date PHONE: rC_� ❑ NOT APPROVED Call for re -inspection before proceedilt . Approvedplans andpermit 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. VIORT ro CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT } INSPECTION REPORT CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPEC110N. FOR MONDAY INSPECTION, CALL BY 3:00PM FRIDA' . DATE OF INSPECTION: "� PERMIT NUMBER:�- SITE ADDRESS: CONTACT PERSON: ❑ APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection I11s ecator " � � .. � ..: �''..� .._....m.......�... Date Acknowledgement Date PHONE: ❑ NOT APPROVED Call for re -inspection before proceeding. 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 far inspection. F CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT 4`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: _8 SITE ADDRESS: M CONTACT PERSON: PHONE: R ❑ APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector Date Acl,riowled ernent J Date M ❑ NOT APPROVED Call for re -inspection before proceed' t l loc� . Approvedplans° 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. CITE' OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT =. r 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: Lea- PERMIT NUMBER: SITE ADDRESS: .� CONTACT PERSON: PHONE: TYPE OF INSPECTION: l" aL r. :::. _........ ._ ..M �-............. ...._ ......_ (ZPPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector _m � ... " � �'.....__.._ .� ..__ ... ...... ....... Date Acknowledgement Date ❑ NOT APPROVED Call for re -inspection before proceeding. 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 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: _4� PERMIT NUMBER: &�(" i='Z _11D SITE ADDRESS: Ye ) �12imoV.,�` 39t CONTACT PERSON: TYPE OF INSPECTION: El APPROVED ...................... 0 APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector o/' p Date Acknowled- 5enlen't Date PHONE: 11 NOT APPROVED Call for re -inspection before proceeding. 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. VORT rsa* CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE SPECTtON. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: PERMIT NUMBER: A SITE ADDRESS: CONTACT PERSON: TYPE OF INSPECTION: y /4) ......... . .. ......................... ALI PHONE: k) 1"'10euujkj . .............. APPROVED 0 APPROVED WITH 0 NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector I Date C Acknowle(igei,iient--...,.,.—..— Date ..... . ............. ....... Approvedplans andpermit 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 s_ INSPECTION REPORT H" x 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. ATE OF INSPECTI „'PERMITNUMBER: SITE ADDRESS: PROJECT A CONTRACTOR: CONTACT E : TYPE OF INSPECTION: �.. Sri .,,w L V4 1Qk1(,,, Co Lj (' Poe ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED k CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection Inspector ` ,_" _, _ Date Approvedplans andpermit 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. Fire Tower Engineered Timber, Inc. April 15, 2009 Charles Landau 85 Martin Road Port Townsend, WA 98368 rye, Re: Confirination of your proposed deck framing Dear Charles, I am the engineer -of -record for your proposed home on Sherman Street. You and I have worked on fine homes with each other for at least thirty years. This protnises to be one of our finest examples — even if the client has been typically insistent on tweaking the design, in an unending quest for perfection. I understand that the building department has questioned your use of Port Orford Cedar as structural decking on the four foot porch along the south side of die home. I must concede that this framing is simpler than the more typical deck framing. You are proposing to use full-size 2x10's as planks. Even with a heavier deck loading, these planks do remarkably well. Port Orford Cedar is an unusually stiff and strong "softwood," and will be a joy under your feet. I stand behind the Port Orford Cedar heavy planking, as shown on A-6 of your submittal set of drawings. I am enclosing stamped copies of my shear wall specifications, as transcribed by you into a more legible form. Please do not hesitate to call me with any further questions that you may have. Yours, Ittataea,tl.L "lira." Enclosure Page I 1 iq,,r, Aber, Ph.D., P.E. 60 Valley Street Unit One Providence, R1 02909 . ... ... . Qs& T A , ... ........... .. . . ��.? r�s, �.. _ � �.. , �. . 0 ,� I,...., ,,. � k,� ....._.,� ��M .. �, ...„ I i � «.. �. J... . .. ..... ., r i I ',.....,.,,. ry ,_....,. o �. a� �. �, Y ,90RT CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT 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: GL�N SITE ADDRESS: 33 0 CONTACT PERSON: PHONE: ? j tIT1,1? L'iq TYPE OF INSPECTION: Lv. n. . ....................... . ....... J, _0k) 01 4,k),�O L C 0 s d k)_ _2A -:! 4 11 APPROVED 0 APPROVED WITH 0 NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector Date Acknowledgement Date Approved plans and permit card must be on. -site and available at time of inspection. A re- inspection fee may be assessed i work is not ready for inspection. V ,door r� OR . CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT 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„ 8_c P DATE OF INSPECTION: PERMIT NUMBER: SITE ADDRESS: C7 .° tm � , „ ' t CONTACT PERSON: TYPE OF INSPECTION ..I �t"��� (�j iA U ❑ APPROVED ❑ APPROVED WITH , CORRECTIONS Ok to proceed. Corrections will be checked at next inspection µ Inspector a --� _..... �::.._.._.._ �.. .�.���. �.� �.� ate Acknowie geiiient Date PHONE: ❑ NOT APPROVED Call for re -inspection before proceeding. 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. VORT CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT µ INSPECTION REPORT �A 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 D PERMIT NUMBER: SITE ADDRESS: CONTACT PERSON: PHONE: TYPE OF INSPECTION. - '�° ' �r - 7 t � JiL-- " ❑ APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector (��. Date P �._..._.._....... Acknowledgement Date ❑ NOT APPROVED Call for re -inspection before proceeding. 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. I vonT to City of Port Townsend, Development Services Department BUILDING NUMBER APPLICATION � TWA Name of Property Mailing Address: - Telephone; ProL)erty is located in: Addition: Block(s): Lot(s). 7 Faces/Access is from: S "" ` Street Parcel Number 949cX22317 Directions to the Pro pert draw vicinity pup on back If this is a new ADU, has a building permit been applied for? Notcs t". HOUSE NUMBER ASSIGNED.: Date of Approval: For De a)-trnent Use On Application Fee Received ($3.00, TC 2200): Yes No Date: Date: Copy to: ❑ Finance C7 Fire Dept ❑ Post Office n Sheriff ❑ Police (Lyn) ❑ GIS Public Works ❑ DSD database ❑ Assessor's Office For address changes: ❑ Qwest Address Management Center — 206-504-1534 http://ptimaging/DSD/Building_Fomis/BuildingPermitPacket/Application-Address Number.doc ; 6/12/06 U 2 2 Q�o Z=vWii r-p3 COWZzv NOtiti WZ2 ooa'o Q [Elm� mou$W Now WOW ZQW WW1 -oaf �aW ¢a� p 0c� W06O Q X>] WOE U O a t z W �o z �< p�'U XWn2W N W�2kO.Xp V1 W�X�X l)• � Z 0 O2K W�IW� 8 �i{J f o<nn .r L d ., ElA w O Wn p Q 0 I Qq o4�^ QU JW U vNi aW¢jx0. OZ-.XpO� (r1a pN 2 � z,JOJ~J �W OXbO� _ O ¢ W U ^ ~ W �pOWJOWI- U Z W J J X.i 2 U X1 F- 0= z1-aaevan tl1 N- ZON ry lY wr «.�•v"'�" ZZM."+"~+•d"*c -.r06.._. �......_., .,. x x soz — .rrr � w � � ij 11 or � .of win I r. d .n My. Q VLu � '�dk ✓ ,lM„CA„ :" YY N ._ cis vX < m tl r n r 60 < �y ry!, tT" 1jAIry al Zan.'..s. 0�a .X. I axy �,.✓" 4Udtl., _.. t �y �. n Z W W h aU NU� vJ �'• o< R all 3 M k +d �W #,., ,G '2 z < W ^ ��car sp � O O J O . _. _.... m - t pry 4'°X +cr i the i n ypI O Z 2 I U ry ibM C.S X, ✓ yA T1R # n W I o • v'o eN.Jn :.:�. N m µN , AY„YY £C CO: 1r!tidX X .61 O8 Cry J W O U N < W O rn +wWO ZU m >2�2 XY 7 O < ?Oct UW m�<vrvl �W n .Of i ,Of .91P 1, 0 N W W f N 3 W < �3rc i z� n�W3m ki N mUu�i Xp ppJ ze \0 4n A W.006 W2Sa rvN� Z. 1 W<. 4 J W 02, W <WOMMMAMM �11 �ZJ�OO�Om��~Om00U� < N W G W m W< I W m��W WO'zz-�NWW W4/I�N�� N O 27700V i1. Wh W'b.4NNUN W �kXa ZZ�ZZ(O Z�X/XZ\<1_Z U jX OW W10�Wz<�W�aWW q W2<UU Om U...�UWXn "`+VXN? O ! "0. J I IiI I �M d I HIM �I V y r 11 �I Ifi (} W TOw3 X1, n w � t e e. M awl 591 ';-. to