The URL can be used to link to this page

Home My WebLink About09099 e , • 1 • ��_. �.�r. ■�� _ .,,� mow. � �� ' ' � j_ .■ 1 . �___�_ .■_-- ICI o �t'1-r'L•�1 �"-• ,� �® � moo.-�- =�G\:i� n'J •n ��' � �:�' -1�• Fred Slota From: J. Saeger Ursaeger@mac.com] Sent: Thursday, November 19, 2009 7:53 AM To: Fred Slota Subject: 792 58th St remodel -----Original Message----- From: Jeff Saeger [mailto:jrsaeger@mac.com] Sent: Wednesday, November 18, 2009 8:15 PM To: Jeff Saeger Subject: 792 58th St remodel Fred This is what we are doing in our existing house, while the remodel is going on. • We are finally installing permanent cabinets • The venting for the gas heat stove was changed to a higher venting location because of the remodel. This took a couple of times to get it right. The stove has been operational since the beginning. • We are doing a final hookup of a cook stove and will be installing a microwave with a vent. Because of the micro/vent combo, the electrician is installing a dedicated circuit. • The existing gas on-demand water heater was moved outdoors into the carport. An electric tank water heater was installed in the original on-demand heater location since we wanted an alternative sources of power for hot water. Whatever part of this work need permits please let me know, as well as the best way to do it. Would a revision to the existing remodel permit work? Thanks Jeff This email has been scanned by the MessageLabs Email Security System. For more information please visit http://www.messagelabs.com/email Sp4p_ WA Jew stkP5e( ev, P�\O^e— il�alD� �✓�<< brir�c� � 2JkS10+� YAc7 it 2?'/a9 y otCrt 80 at �sea[ cv,Spe("tiov.. No ��s,,l�-t�o,n '�^ SPec-i vh�j ncv�s�o� ►S Cow�P`e�. s <<A4/0� oppoRrro CONSTR`[JCTION PROGRESS RECORD �?m CITY OF PORT TOWNSEND �9� wA Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE,CONSPICUOUS LOCATION.PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO, 101341014 PERMIT NO. BLD09-099 ISSUED DATE 07/10/2009 EXPIRATION DATE 01/06/2010 ADDRESS 792 58TH ST CONSTRUCTION TYPE V - B OCCUPANT LOAD OWNER SAEGER JEFFREY R PROJECT DESCRIPTION ADD MSTRBR & CARPORT CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP )ATE COMMENT INSPECTION INSP )ATE COMMENT TESC MISCELLANEOUS SETBACKS SURVEY PIN FINAL BUILDING FOOTING IoFiEC FOUNDATION WALL FOUNDATION DRAIN (� SLAB FLOOR FRAMING S!o FRAMING PLUMBING MECHANICAL PLUMBING WTR PIPIN SHEAR WALL g INSULATION MA - GWB ROOF NAILING TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. PORT r0 o� km�, CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: --� PERMIT NUMBER: - off SITE ADDRESS: CONTACT PERSON: PHONES: r TYPE OF INSPECTION: R 8 f� �L RIR7 KJICA f� W) eqAl C-4-1)_W (e--- a/ I-A k�A/4'- GA 41 ZkLkL 70—t P,-)C) S N10-Fr, L LA) 7- 7c-) sk�(_10 ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection procee 'ng. ~ 75vwo C� Date ) D InspectorC Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. 90(Alz_ L � / C� s U DRCITY OF PORT TOWNSEND49 ELOPU DEVELOP MENT SERVICES DEPARTMENT 181 Quincy Street, Suite 301A, Port Townsend WA 98368 PLUMBING CER':IFICATION PRESSURE TEST BUILDING OWNER PERMIT# ADDRESS Zr, DATE OF TEST PLUMBING CONTRACTORS_xih 6:&Nva (fit s1 LICENSE# Z o PI Q2 t C o 23 t-T ❑ GROUND WORK ,<ROUGH-IN PLUMBING ❑ FINAL DWV WATER SERVICE Air PSI Air PSI Water Ip' Head Water 6 d Working Pressure Time a�, Minutes Time 6c:> Minutes h NOTE: TESTING REQUIREMENTS(SECTION 318 UNIFORM PLUMBING CODE)MINIMUMS: Water Test— 10' Head— 15 Minutes Test at Working Presure Air Test—5#PSI— 15 Minutes 50#PSI— 15 Minutes I hereby certify 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.9A.72.040 subject to a two-year statute of limitation. VISUAL SYSTEM INSPECTION IS REQUIRED BEFORE COVER. Signature Date 10'�-�"o 1 QoarTo�y� CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT TWA 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. AC16DATE OF INSPECTION: f / PERMIT NUMBER: U, Oq / SITE ADDRESS: CONTACT PERSON: PHONE: TYPE OF,,IN11 SPECTIO ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. -�/3('n A Inspector 'C,(� ��O/L 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 if work is not ready for inspection. o�P°RrT°�tis CITY OF PORT TOWNSEND o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT W^ „ CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPMgFRIDAY. 11DATE OF INSPECTION: 2( Q PERMIT NUMBER: d�� 0 9 SITE ADDRESS: P,E_1 CONTACT PERSON: PHONE: TYPE OF INSPECTION: A h ) ,L ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections wil a for re-inspection before checked at next inspection procee in . Inspector ci �� 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 if work is not ready for inspection. r CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT# DATE RECEIVED SCOPE OF WORK: DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS Plan Review # Bedroom(s) _ # Bath(s) = Heat Type: o t l L llbotUIAJO �k yr 7- oN (I S146 0 -kN-k ,3 \\P--,c h �a11 %n w✓ rk S Zoning: Setbacks OK? Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? OF QORT Tp� y� City of Port Townsend Z Development Services Department 250 Madison Street, Suite 3 ¢w Port Townsend WA 98368 360-379-5095 Fax 360-344-4619 REVISION TO BUILDING PERMIT # �� 0 I" (31q Revision # 001. ,II � �� 0WNER:�d 'F� ��Q4 iwnwE ADDRESS: -7Q Z LV Total Value of Revision: S �� ` Impervious Surface Change? ❑ Yes X No Revisions require 2 sets of plans and a written scope of workthat fully describes the proposed change plus an), 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 aµare 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. Scope of work: in d-WSr>4t,Z E-o rCA-r �t t-51--r' aZ 62b A ✓ J 06 -D&ff\A,^Ty (AJ uLC q�Loc E G1N=i��N� 70 G47—'P0rv7— Applica t Watu4 Date OFFICE USE ONLY: Submittal date: Two sets of plans for revision: Approval of engineer of record (if original plans engineered): ❑ Yes ❑ No ❑ NA PADSMDepartment Fonns\Building FormsWpplication-Revision.doc COFJ v ooe-09 NE EEII e tO-U'6-rl VArJ 0/ J,-06- T �V • s Fog Paco WNEIF�N Com&) KITGHEN 1 2 Addition Existing "WC)N-0 ENTRY W ��c-mac �rar� 2 0 5 steps tubes g� per C.0ae �2E�oGfk'f'L(� ort °� Gar p FoP- C46 Existing � �� DINING '- ON celil Oroe ting rest. I moire existing door solar tube a� 4 q"-0" ceiling 52 Addition O 'b 8'- O" 1 @ rolling �— 1"-O" cell" NOOK BATH I � Sc 3a ' I � ® be bd 3c pb foo (ling f� �—.-vaulted ceiling O O D BEDRM. #I EGK 1G 7G modl er for I acres ility ■ r� 9a O I b sa Ilk. STRUCTURAL CALCULATIONS SULLIVAN-SAEGER ADDITION FOR OLYMPIC DESIGN GROUP, INC �� • N�9 L1 L J�'�, - 4 •� CITf OF FORT 101;,.JNSEND z• D S D ,f 9 25689 p �1'G•F6'�STE��.�� cT�RA•L • ECG\ ��2/b ADI Structures PO Box 10898 Bainbridge Island, Washington 98110-0898 Phone: 206 842 9064 Fax: 206 842 4269 i� i DESIGN CRITERIA PROJECT :Sullivan-Saeger Addition CODE: IBC 2006 EDITION LIVE LOADS: ROOF (SNOW) 30 PSF FLOOR 40 PSF DECK 40 PSF WIND 85 MPH; EXP " SEISMIC SITE CLASS'D'; USE GROUP I DESIGN CATEGORY'D' SOIL CRITERIA: ALLOWABLE PRESSURE: 1500 PSF SEISMIC LOADS V= 1.1 SDsW/R (ASCE 7-05 Sect: 12.14.8.1) SOIL SITE CLASS 'D' OCCUPANCY CATEGORIE II SEISMIC DESIGN CATEGORY'D' SS= 124.8% (Lat 48.14, Long -122.78) Fa = 1.00 SpS=2/3 x Fa x SS= 83.3% R=6.5 V= F(SDS/R)W=1.0(.833)W/6.5 = .128W LOAD COMBINATIONS FOR ALLOWABLE STRESS DESIGN V= 0.7QE_ (0.7)(.128)W= .09W WIND LOADS ASCE 7-05 FIG. 6.2 BASIC WIND SPEED = 85 mph PS= KZ-r(l)PS30 = 1.0 BLDG HEIGHT ADJUSTMENT FACTOR EXP 'B' 15' 1 Sullivan-Saeger Additi. Date and Time: 5/6/2009 3:04:16 PM Seismic Design Category - Conterminous 48 States Latitude = 48.1400, Longitude = -122.7800 MCE MAP VALUES Short Period Map Value - Ss = 124.8% g 1.0 sec Period Map Value - S1 = 43.8% g RESIDENTIAL DESIGN INFORMATION Short Period Map Value - Ss = 124.8% g Soil Factor for Site Class D - Fa = 1.00 Residential Site Value = 2/3 x Fa x Ss = 83.3% g Residential Seismic Design Category = D2 �FalSvt11 - A b S LcJ�o�F /,3-p,F S_ p-15 F 2a Ps F l/�2_-77Cf7 0j7Z C77yb �� 5� } f 7Z' y 60 u sa. )cto) n � 3 s it 0,0) d-7doo/ ,n ADI Structures PO Box 10898 Bainbridge Island, WA 98110 Ph:206 842 9064 Fax:206 842 4269 BD ��✓� / Al Project:.C�,(LL i /,q r/—Sir. 6C£ Z Date: By: kC— �- -y--a LLB �✓ ia77/ ZY G/xe _/ ADI Structures PO Box 10898 Bainbridge Island,WA 98110 Ph:206 842 9064 Fax:206 842 4269 Project: LL/j,14ft- .5,4Af D F Date: o By: L = 2d NSF C�3)= 2G3 nt_J: � G ADI Structures PO Box 10898 Bainbridge Island, WA 98110 Ph:206 842 9064 Fax:206 842 4269 7-2�w A L L)E S( G A-) Project: �� L ��/9 nJ _S?r 6" Date: d By: L. 90.7 713 � Q `7 3 o � 3 (e, J �VA C_ ADI Structures PO Box 10898 Bainbridge Island, WA 98110 Ph:206 842 9064 Fax:206 842 4269 Project: GfL G/ F— G 2 Date: By: L ( 3. IL4 L4-6/1 3. COMPANY PROJECT Sullivan-Saeger Addition WoodWorks� Rafter.wwb I May 13,2009 09:11 Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- Location (ft) Magnitude Unit tern Start End Start End Loadl Dead Full Area No 15.00 (24.0)* psf Load2 Snow Full Area No 25.00 (24.0)* psf *Tributary Width (in) MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in) : b' T 21'-6'1 Dead 21 448 177 Live 34 747 295 Total 57 1255 495 Bearing: Load Comb #2 #2 #2 Length 0.50* 0.96 0.53 Cb 1.00 1.39 1.00 *Min.bearing length for joists is 1/2"for exterior supports Lumber-soft, D.Fir-L, No.2,2x12" Roof joist spaced at 24"c/c;Self-weight of 4.01 plf included in loads; Lateral support:top=full,bottom=at supports;Repetitive factor applied where permitted(refer to online help); WARNING:Member length exceeds typical stock length of 18.0[ft] Analysis vs.Allowable Stress(psi)and Deflection(in) using NDS 2005: Criterion Analysis Value Desi n Value Analysis/Design Shear fv = 57 Fv' = 207 fv/Fv' = 0.28 Bending(+) fb = 553 Fb' = 1190 fb/Fb' = 0.46 Bending(-) fb = 629 Fb' = 872 fb/Fb' = 0.72 Live Defl'n 0.10 = <L/999 0.73 = L/240 0.13 Total Defl'n 0.19 = L/896 0.97 = L/180 0.20 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.15 1.00 1.00 1.000 1.000 1.00 1.15 1.00 1.00 - 2 Fb'- 900 1.15 1.00 1.00 0.732 1.000 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D+S, V = 724, V design = 645 lbs Bending(+): LC #2 = D+S, M = 1458 lbs-ft Bending(-) : LC #2 = D+S, M = 1658 lbs-ft Deflection: LC #2 = D+S EI = 285e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction Lc=concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Continuous or Cantilevered Beams:NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT Sullivan-Saeger Addition WoodWorks RBl.wwb SOF/WARE FOR WOOD OFSICN May 13,2009 09:08 Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End I Start End Loadl Dead Full Area 15.00(13.00)* psf Load2 Snow Full Area 30.00(13.00)* psf *Tributary Width (ft) MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS (in) : 10, 9.-6I{ Dead 926 926 Live 1853 1853 Total 2836 2836 Bearing: Load Comb #2 #2 Length 1.01 1.01 Cb 1.00 1.00 Lumber n-ply, D.Fir-L, No.2,2x12",3-Plys Self-weight of 12.02 plf included in loads; Lateral support:top=full,bottom=full;Repetitive factor applied where permitted(refer to online help); Analysis vs.Allowable Stress(psi)and Deflection (in)using NDS 2005: Criterion Anal sis Value Design Value Anal sis/Desi n Shear fv = 67 Fv' = 207 fv/Fv' = 0.33 Bending(+) fb = 851 Fb' = 1190 fb/Fb' = 0.72 Live Defl'n 0.08 = <L/999 0.32 = L/360 0.26 Total Defl'n 0.15 = L/758 0.48 = L/240 0.32 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.15 1.00 1.00 1,000 1.000 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D+S, V = 2836, V design = 2276 lbs Bending(+) : LC #2 = D+S, M = 6735 lbs-ft Deflection: LC #2 = D+S EI = 285e06 lb-in2/ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction Lc=concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3.BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. COMPANY PROJECT Sullivan-Saeger Addition qD WoodWorks RB2.wwb 50ffWARE FOR WOOD DESIGN May 13,2009 09:08 Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- Location (ft] Magnitude Unit tern Start End I Start Endl Loadl Dead Full UDL 228.0 if Lo d2 Snow Full UDL 313.0 Tplf MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS (in) : _4 0. 71 Dead 798 798 Live 1096 1096 Total 1928 1928 Bearing: Load Comb #2 #2 Length 0.56 0.56 Cb 1.00 1.00 Timber-soft, D.Fir-L, No. 1,6x8" Self-weight of 9.8 pff included in loads; Lateral support:top=at supports,bottom=at supports; Analysis vs.Allowable Stress(psi)and Deflection (in)using NDS 2005: Criterion Analysis Value Design Value alysis/Desi n Shear fv - 58 Fv' = 195 fv/Fv1 = 0.29 Bending(+) fb = 785 Fb' = 1380 fb/Fbl = 0.57 Live Defl'n 0.05 = <L/999 0.23 = L/36 0.23 Total Defl'n 0.12 = L/718 0.35 = L/24 0 0.33 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# FIV, 170 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 1200 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Ervin' 0.00 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D+S, V = 1928, V design = 1584 lbs Bending(+) : LC #2 = D+S, M = 3374 lbs-ft Deflection: LC #2 = D+S EI = 309e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D--dead L=live S=snow W=wind I=impact C=construction Lc=concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT J Sullivan-Saeger Addition WoodWorks RB3AIt.wwb SOFTWARE FOR WOOD DESIGN May 13,2009 09:08 Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Dead Full Area 10.00 (4.00)* psf Load2 Snow Full Area 35.00 (4.00)* sf *Tributary Width (ft) MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) : 10, 124 Dead 240 240 Live 840 890 Total 1116 1116 Bearing: Load Comb #2 #2 Length 0.51 0.51 Cb 1.00 1.00 Lumber-soft, D.Fir-L, No.1,4x8" Setf-weight of 6.03 plf included in loads; Lateral support:top=full,bottom=at supports; Analysis vs.Allowable Stress(psi)and Deflection (in) using NDS 2005: Criterion jAnalysis Value iDesign Value Anal sis/Desi n Shear fv = 59 Fv' = 207 fv/Fv' = 0.29 Bending(+) fb = 1311 Fb' = 1495 fb/Fb' = 0.88 Live Defl'n 0.35 = L/416 0.40 = L/360 0.86 Total Defl'n 0.52 = L/278 0.60 = L/240 0.86 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 1000 1.15 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.7 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.62 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D+S, V = 1116, V design = 1004 lbs Bending(+): LC #2 = D+S, M = 3348 lbs-ft Deflection: LC #2 = D+S EI = 189e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction Lc=concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 1 COMPANY PROJECT Sullivan-Saeger Addition WoodWorks RB4.wwb DfSJrN May 13,2009 09:08 Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Dead Full UDL 60.0 pif Load2 Snow Full UDL 210.0 plf MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) : lo' 16'-6'1 Dead 495 495 Live 1733 1733 Total 2330 2330 Bearing: Load Comb #2 #2 Length 0.70 0.70 Cb 1.00 1.00 Glulam-Unbal.,West Species,24F-1.8E WS,5-1/8x10-1/2" Self-weight of 12.39 plf included in loads; Lateral support:top=full,bottom=at supports; Analysis vs.Allowable Stress(psi)and Deflection(in)using NDs 2005: Criterion Analysis Value Design Value Anal sis/Desi n Shear fv = 58 Fv' = 305 fv/Fv' = 0.19 Bending(+) fb = 1225 Fb' = 2760 fb/Fb' = 0.44 Live Defl'n 0.39 = L/503 0.55 = L/360 0.72 Total Defl'n 0.60 = L/331 1 0.83 = L/240 0.72 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fv' 265 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2 Ervin' 0.85 million 1.00 1.00 - - - - 1.00 - - 2 Shear : LC #2 = D+S, V = 2330, V aesign = 2083 lbs Bending(+) : LC #2 = D+S, M = 9610 lbs-ft Deflection: LC #2 = D+S EI = 890eO6 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction Lc=concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSI/AITC A190.1-1992 3.GLULAM:bxd=actual breadth x actual depth. 4.Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5.GLULAM:bearing length based on smaller of Fcp(tension),Fcp(comp'n). 1 COMPANY PROJECT Sullivan-Saeger Addition WoodWorks(R) RB5.wwb SOFTWARE FOR WOOD DESIGN May 13,2009 09:07 Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- Location [ft) Magnitude Unit tern Start End Start End Loadl Dead Full UDL 263.0 plf Load2 Snow Full UDL_ 328.0 plf MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS (in) : 10' 4'-64 Dead 592 592 Live 738 738 Total 1340 1340 Bearing: Load Comb #2 #2 Length 0.61 0.61 Cb 1.00 1.00 Lumber-soft, D.Fir-L, No.2,4x6" Self-weight of 4.57 plf included in loads; Lateral support:top=at supports,bottom=at supports; Analysis vs.Allowable Stress(psi)and Deflection (in)using NDS 2005: Criterion rAnalis Value Desi Value Anal sis/Desi n Shear = 83 Fv' = 207fv/Fv' = 0.40 Bending(+) = 1025 Fb' = 1345fb/Fb' = 0.76 Live Defl'n = <L/999 0.15 = L/360 0.26 Total Defl'n = L/623 0.22 = L/240 0.39 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.15 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Ervin' 0.00 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D+S, V = 1340, V design = 1067 lbs Bending(+) : LC #2 = D+S, M = 1508 lbs-ft Deflection: LC #2 = D+S EI = 78e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction Lc=concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT Sullivan-Saeger Addition WoodWorks RB6.wwb I May 13,2009 09:07 Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- Location [ft) Magnitude Unit tern Start End Start End Loadl Dead Full Area 10.00(10.00)* psf Load2 Snow Full Area 35.00(10.00)* p3f *Tributary Width (ft) MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS (in) : 10' 94 Dead 450 450 Live 1575 1575 Total 2060 2060 Bearing: Load Comb #2 #2 Length 0.94 0.99 Cb 1.00 1.00 Lumber-soft, D.Fir-L, No.1,4x10" Self-weight of 7.69 plf included in loads; Lateral support:top=at supports,bottom=at supports; Analysis vs.Allowable Stress(psi)and Deflection (in)using NDS 2005: Criterion [Analysis Value IDesign Value Anal sis/Desi n Shear fv = 79 Ell" = 207 fv/Fv' = 0.38 Bending(+) fb = 1114 Fb' = 1354 fb/Fb' = 0.82 Live Defl'n 0.13 = L/820 0.30 = L/360 0.44 Total Defl'n 0.19 = L/561 0.45 = L/240 0.43 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 1000 1.15 1.00 1.00 0.981 1.200 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.7 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.62 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D+S, V = 2060, V design = 1707 lbs Bending(+) : LC #2 = D+S, M = 4634 lbs-ft Deflection: LC #2 = D+S EI = 392e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction Lc=concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. ` COMPANY PROJECT Sullivan-Saeger Addition WoodWorks� B1.wwb I May 13,2009 09:07 Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Dead Full Area 10.00(16.00)* psf Load2 Snow Full Area 40.00(16.00)* sf *Tributary Width (ft) MAXIMUM REACTIONS(Ibs) and BEARING LENGTHS (in) : 4 10, 8'-6 Dead 680 680 Live 2720 2720 Total 3441 3441 Bearing: Load Comb #2 #2 Length 1.31 1.31 Cb 1.00 1 1.00 LVL n-ply,2.OE,310OFb, 1-3/4x9-1/2",2-Plys Self-weight of 9.58 plf included in loads; Lateral support:top=full,bottom=at supports; Analysis vs.Allowable Stress(psi)and Deflection (in) using NDS 2005: Criterion lAnalysis Value Design Value Anal sis/Desi n Shear r021 = 126 Fv' = 328 fv/Fv' = 0.39 Bending(+) = 1667 Fb' = 3679 fb/Fb' = 0.45 Live Defl'n = L/678 0.28 = L/360 0.53 Total Defl'n = L/485 0.43 = L/240 0.49 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL Cv Cfu Cr Cfrt Ci Cn LC# Fv' 285 1.15 - 1.00 - - - - 1.00 - 1.00 2 Fb'+ 3100 1.15 - 1.00 1.000 1.03 - 1.00 1.00 - - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.0 million - 1.00 - - - - 1.00 - - 2 Emin' 1.04 million - 1.00 - - - - 1.00 - - 2 Shear : LC #2 = D+S, V = 3441, V design = 2800 lbs Bending(+) : LC #2 = D+S, M = 7312 lbs-ft Deflection: LC #2 = D+S EI = 250eO6 lb-in2/ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction Lc=concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.SCL-BEAMS(Structural Composite Lumber):the attached SCL selection is for preliminary design only.For final member design contact your local SCL manufacturer. 3.Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database editor. 4.BUILT-UP SCL-BEAMS:contact manufacturer for connection details when loads are not applied equally to all plys. CITY OF PORT TOWNSEN, PERMIT ACTIVITY LOG PERMIT # ,g(_D�jq - Q� �( 9 DATE RECEIVED 9 SCOPE OF WORK: "D , DATE ACTION ENTERED INTO CHET INITIALS CHECKED FOR COMPLETENESS c Ij A-n.�- C lie SL b L/ .-7 'r n I —�r �, a �ram u iJ f ea C ) S� o c tic i — our ,(� • a cI OdC V ^LN( ,'�i/`""l'• r ln: � � C,Q �� '.�lYr1. �1• �' k/L ( SYlo:1 hL Zoning: 2 a F Setbacks OK? r Lot Size: m 4 S fiee U V" Building Size: Lot Coverage: FAR OK? - Height OK? _ Parking OK? 2 Critical Area? , Demo? `''� 2- - y Historic Rev? Notice to Title? Lots of Record? ,� l�lo�f �% SLR y! r►� OD , iV W Or �,► ,i f h = 3 3 Sri J D k— -.fL- J�J l�f �-. 1- / Yr !�f dc�Ck �� Y/4)19 8, t—ao w/ 1 D�� 3t �'t Iry +� �t y a� f VORT ropy BUILDING PERMIT U �O City of Port Townsend - Development Services Department 250 Madison Street,Suite 3,Port Townsend,OVA 98368 (360)379-5095 Project Information Permit# BLD09-099 Permit Type Residential -Addition/Remodel Project Name ADD MSTBR & CARPORT Site Address 792 58TH ST Parcel# 101341014 Project Description ADD MSTRBR & CARPORT Names Associated with this Project License Type Name Contact Phone# Type License# Exp Date Applicant Sauer Jeffrey R Owner Saeger Jeffrey R Contractor Owner Builder (360) 379-6471 STATE exempt 12/31/2009 Fee Information Project Details Project Valuation S69.455.87 Decks—Residential 70 SQFT Plan Review Fee 509.44 Dwellings—Type V Wood Frame 681 SQFT PLAN REVIEW DEPOSIT 150 150.00 Private Garages—Open Carports 240 SQFT PLAN REVIEW REFUND 150 150.00 Units: Heat Type: HYDRONIC Building Permit Fee 783.75 Bedrooms: Construction Type: V - B State Building Code Council Fee 4.50 Bathrooms: Occupancy Type: R-3 Technology Fee for Building Permit 15.68 Record Retention Fee for Building 10.00 E Permit l Total Fees $ 1,623.37 I I' IIII 9 n Anna Conditions 10. Property corner survey pins must be located at time of footing inspection to verify seilaacks?ORT TOWNSEND DSD xr*SEE ATTACHED CONDITIONS *x* 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. NVork is verified by obtaining a valid inspection. The granting of this pennit 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 -d G (e' � Z Date Issued: 07/10/2009 ''ll pp Issued By: SWASSMER Signature -ems Date 7 1-7 _U_/ . Date Expires: 01;06/2010 ,�.. De opment Services pORT ToIVy� /` ��, L_ - - ` . 250,,Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360;344 4619 9��was ' www.cityofpt.us Residential Building Permit Application Project Address: Legal Description (or Tax #): Office Use Only---Irt 7 0 g rti Yv�r %oc�'i.�i�^�'� Addition: 7/11 OAjS gtic P"T Permit#BLD09-0 7 n Zoning: a Block:- Associated Permits: Parcel # Jo / 3</ / 6 Lot(s): Z Project Description: A 00 39 4 9zX&-i &)lAj6� > 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. Lender Information: Property Owner/Applicant: Lender information must be provided for projects Name: over$5,000 in valuation per RCW 19.27.095. Address: /D i Niw Sb ru Name: City/St/Zip: SA;14rr,L-g izzx;- y 6/e 7 Zell r Project Valuation: $ (,;/}� 6706 Phone: -2 o G -7 b �qS-q i Zc,6 ��9 5-r 9.z 1 -�-� Email: 1 i 5 14 2 4 cr a3 c • C.0 Building Information (square feet): 1 Sf floor Garage: 2"d floor Deck(s): '76, 0 Contact/Representative: 3`d floor Porch (es): Name: 41-4N XfAA13 Basement: is it finished? Yes No Address: (�OL� /r'GC�s,EvE(_T Carport: Zy0 Other: City/St/Zip: hyZ_i Ta,,,iSfwi�.k,'q Manufactured Home r' A^' ' n Phone: _166 3 95 �5- New Addition X Remodel/Rep- -J Email: Orin 4i / c c+M Heat Type: Electric Heat Pump T� Other Contractor: ❑ Same as Owner Total Lot Coverage (Building Footprint):` Name: _ d Squarefeet:jU-�) - _ % i 0- Address:— _ Impervious Surface:` C��i'� AI, U City/St/Zip:- _ Square feet: 'Total existing & proposed Phone: What year was the structure built? 260/ Email: if work includes demolition, see Page 2. State License #: Exp: r _Any-known-wetlands,on the property? Y (�I� City Business License #: I ; A�riy steep slopes{I i15%)? Y�f I hereby certify that the information provided is correct, that I am either the owner or authorized to•act on behalf of the owner III IU lu": .r and that all activities associated with this permit will be in accordance with State Laws and the Port ownsend Municipal Code. Print Name: 5,4-f- 1-4- CITY OF FOR TOWNSEND Signature: ��, Date: �� 0 Page 1 of 2 - 5/14/2009 RESIDE,-. CIAL BUILDING PERMIT API-LiCATION CHECKLIST �.� , J,_�s.. , �_ ..,- This checklist is for new dwellings, additions, remodels, and garages. ❑ Residential permit application. ❑Washington State Energy&Ventilation Code forms ❑Two (2) sets of plans with North arrow and scaled, no smaller than Y<" = 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 9. If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers ❑ 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 ❑ If architecturally designed, one set of plans must have an original signature ❑ If engineered, one set of plans must have one original signature ❑ For new dwelling construction, Street& Utility or Minor Improvement application 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: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: no fee for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 - 5/14/2009 i OF QORT>O� � yJ ? Receipt Number: 09 0526 0 MR Receipt Date 07/10/2009 Cashier SW¢ASSMER Payer/Payee Name SAEGER JEFFREY ME Al TP �� ; s On9mal�Fee Amount 4 .� Permit# at Parcel Fee Descnption diur ,Balance � -=irr. sct• .._,<k`Sr e ""T�`'s, #wE...`i.r- 3>5vi.` ; .cs w '____"r*, �$�._A� ,a' -, r" ' _'f� .: BLD09-099 101341014 Plan Review Fee $509.44 $509.44 $0.00 BLD09-099 101341014 PLAN REVIEW REFUND 150 $150.00 $150.00 $0.00 BLD09-099 101341014 Building Permit Fee $783.75 $783.75 $0.00 BLD09-099 101341014 State Building Code Council Fee $4.50 $4.50 $0.00 BLD09-099 101341014 Technology Fee for Building Permit $15.68 $15.68 $0.00 BLD09-099 101341014 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $1,473.37 2W, -r;., Previous Payment,H�story } _ frVs�' y �431 '�.AB Receipt# „ ReceiX .pt Dates Fee Descnptton£ Amount Patd Perrrnt# 5 S' h Lr' ». 09-0410 06/04/2009 PLAN REVIEW DEPOSIT 150 $150.00 BLD09-099 Payments Check' ; Payment MethodP Nunitier Amount CHECK 2102 $ 1,473.37 Total: $1,473.37 genpmtrreceipts Page 1 of 1 Of PORT TOY + y� Receipt Number: 09-0410 Receipt Date: 06/04/2009 Cashier: SFOSTER Payer/Payee Name: OLYMPIC DESIGN GROUP,INC. Original Fee Amount Fee Permit# Parcel Fee Description Amount Paid Balance BLD09-099 101341014 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 Previous Payment History Receipt# Receipt Date Fee Description Amount Paid Permit# Payment Check Payment Method Number Amount CHECK 7147 $150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 ✓.lam COP4 12 �22 " 3'- '-011 b-0 24 d C= V 3 Z I ® � I a ,.�� - 09 I = ® ® a V 5 ~ Me- a o R 100 ❑0 a ✓ArJ i �Fx DID W K I TGHENI 00 12 Addition Exi5tin p�- -7, V m 1�LGrIrG GCS FAN m& 3 5 $ tubes per cocle ort ©� Carp F®P, Cc-k A-rdZII ,� 4 Exi5tin i ) � t N i i ma`s dl ON telil e m no ing req. moire existing door solar We r b Oi , hose V, 14, � �( 0, 4 52 cl"-0" telling � Addition o V- ON telling a"-^O" ceiling NOOK � BATH I cj o � Dfoo O IIIng +� L-. -vaulted ceiling Q O O BEDRM. #1GK o modt er for I \..J acres ility S9 No&: OTES j r --I- I. FLR. A55EMBLY TO BE GONG. W/ qq O ELECTRIC RADIENT A5 EX15TING ;S2 DRAWN AR 22'-0" qb `—' 13'-011 10'-(1,V2" DATE 6-03-0cl qG L SHEET MAIN LEVEL PLAN A2 . 1 5CALE. Y"=1'-0"