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11-104751City of Feasral Way, Community & Econ. Dev. Services 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835-2609 t- L Project Name: HABITAT FOR HUMANITY Project Address: 33313 26TH AVE SW fuilding - Singld T'emily Permit #: 11 -104751 -00 -SF Inspection Request Line: (253) 835-3050 Parcel Number: 932090 0070 Project Description: REM - Upgrades to existing duplex including roofing, windows, insulation siding & finishes. Includes plumbing & mechanical. Installing new landscaping, retaining wall, and rain garden. wner Applicant Contractor Lender HABITAT FOR HUMANITY - MATT HAIGHT HABITAT FOR HUMANITY - HABITAT FOR HUMANITY - SEATTLE/SOUTH KING COUNTY HABITAT FOR HUMANITY - SEATTLE/SOUTH KING COUNTY SEATTLE/SOUTH KING COUNTY 560 NACHES AVE SW SUITE 110 SEATTLE/SOUTH KING COUNTY 560 NACHES AVE.SW SUITE 110 560 NACHES AVE SW SUITE 110 RENTON WA 98057 560 NACHES AVE SW SUITE 110 RENTON WA 98057 RENTON WA 98057 RENTON WA 98057 Census Category: 434 - Residential alt/add - no change in number of units Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction Type: Type V - B Occupancy Load: Floor Areas . ft. 0 0 0 0 New / Additional .Sq. Feet - 3rd Floor....................0 New / Additional Sq. Feet - Basement ................... 0 Occupancy # 1 - Construction Type ........................Type V - B Mechanical to be Included? ................................... Yes Occupancy # 1 -Class .............................................R-3 Plumbing to be Included?.. ..................................Yes Occupancy # 1 - Use ............................................... Residence (1 or 2 Zoning Designation ................................................ RS 7.2 family) Ducting........................................... 1 Fans................................................ 4 Hose Bibbs..................................... 2 CONDITIONS: a /t 1) Provide minimum dimensions, sizing method, and plant list prior to installing the rain garden. Contact Ann Dower, 253-835-2732. PERMIT EXPIRES Wednesday, June 13, 2012 Permit Issued on Friday, December 16, 2011 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the us will e i ccordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent: l Date: �' l`�s�/ z ell r T 11200K Al CAUTION!1 WHEN PRINTING HARD COPY USE "DOCUMENT AND MARKUPS"SETTING 2 d1, 4x5 = ,INV FINK 4.00 12 1.5x4 O 3 _.. _. -.. !Qty ply � I 24" x 24" GUSSETS CUT 4x5 TO SLOPE AS SHOWN 4 1.5x4 5 N EB .1 10 9 8 3x4 = 3x5 = 3x4 = Humanity / ML 24" x 24" GUSSETS 4 WEBS 20 HF Stud REACTIONS (Ib/size) 2=1249/05-8 (min. 0-2-1),6=1249/0-5-8 (min. 0-2-1) Max Horz2=56(LC 3) Max Uplifl2=-166(LC 5), 6=-166(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-2598/225, 34=-2245/183, 4-5=-22451183, 5-6---2598225, 6-7=0/40 BOT CHORD 2-10=-1962387, 9-1 0=-6 411 5 99, 8-9---"1599, 65=-1422387 WEBS 3-10=504/151, 4-10=42890, 4-8=42/690, 5-8=-5041151 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wird: ASCE 7-05; 85mph; TCDL=4.8psf, BCDL=4.2psf, h--25ft; Cat. II; Exp B. enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord five bed nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 Ib upfift at joint 2 and 166 Ib uplift at joint 6. 6) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member and fixity model was used in the analysis and design of this truss. 8) All dimensions given in feet4nches-sixteenths (FFIISS) format. LOAD CASES) Standard ! WARNING! - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS TRUSS DRAWING NOTES BEFORE USE. Design valid for use with Mitek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage delivery erection and bracing consult ANSUTPI I Quality Crireria,DSB-89 and BCSI I Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Page 1 Of 1 TSE #7697 Scale: 3/16"=1' TRUSS IS TO HAVE WEB REPLACED WHICH WAS PREVIOUSLY CUT OUT. ADD NEW LET -IN DIAGONAL WEB CUT FOR TIGHT FIT AND GUSSETS AS 1SSETS ARE TO BE 7/16" OSB OR .YWOOD AS SHOWN APPLIED TO BCH SIDE OF TRUSS AND ATTACHED TH (1) CONTINUOUS 1/4" dia ZIGZAG :AD OF CONSTRUCTION ADHESIVE .IQUID NAILS HEAVY DUTY" OR )UAL) APPLIED TO FACE OF EMBERS AND 8d NAILS @ C oc 'AGGERED (min. 2 per member) PICAL ALL ALIGNING AND/OR TERSECTING MEMBERS. 1SSETS ARE TO EXTEND AT LEAST 6' JTO ADDED WEB; INCREASE SIZE OF JSSET IF NECESSARY +TT" 9/14/12 Digitally signed by: Tarty L. Powell, P.E. 4!. �x theTRUSSco. INC. LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud GRIP TCLL 25.0 Plates increase 1.15 TC 0.65 Ven(LL) -0.23 2-10 >999 360 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.73 Vert(TQ -0.55 2-10 >6W 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(TL) 0.12 6 Na Na BCDL 7.0 Code IRC20091TPI2007 (Matrix) Web FT = 16% Nocbracing. --- 1 ---- - -- — - - --L LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directlappliedoc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 1 WEBS 20 HF Stud REACTIONS (Ib/size) 2=1249/05-8 (min. 0-2-1),6=1249/0-5-8 (min. 0-2-1) Max Horz2=56(LC 3) Max Uplifl2=-166(LC 5), 6=-166(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-2598/225, 34=-2245/183, 4-5=-22451183, 5-6---2598225, 6-7=0/40 BOT CHORD 2-10=-1962387, 9-1 0=-6 411 5 99, 8-9---"1599, 65=-1422387 WEBS 3-10=504/151, 4-10=42890, 4-8=42/690, 5-8=-5041151 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wird: ASCE 7-05; 85mph; TCDL=4.8psf, BCDL=4.2psf, h--25ft; Cat. II; Exp B. enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord five bed nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 Ib upfift at joint 2 and 166 Ib uplift at joint 6. 6) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member and fixity model was used in the analysis and design of this truss. 8) All dimensions given in feet4nches-sixteenths (FFIISS) format. LOAD CASES) Standard ! WARNING! - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS TRUSS DRAWING NOTES BEFORE USE. Design valid for use with Mitek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage delivery erection and bracing consult ANSUTPI I Quality Crireria,DSB-89 and BCSI I Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Page 1 Of 1 TSE #7697 Scale: 3/16"=1' TRUSS IS TO HAVE WEB REPLACED WHICH WAS PREVIOUSLY CUT OUT. ADD NEW LET -IN DIAGONAL WEB CUT FOR TIGHT FIT AND GUSSETS AS 1SSETS ARE TO BE 7/16" OSB OR .YWOOD AS SHOWN APPLIED TO BCH SIDE OF TRUSS AND ATTACHED TH (1) CONTINUOUS 1/4" dia ZIGZAG :AD OF CONSTRUCTION ADHESIVE .IQUID NAILS HEAVY DUTY" OR )UAL) APPLIED TO FACE OF EMBERS AND 8d NAILS @ C oc 'AGGERED (min. 2 per member) PICAL ALL ALIGNING AND/OR TERSECTING MEMBERS. 1SSETS ARE TO EXTEND AT LEAST 6' JTO ADDED WEB; INCREASE SIZE OF JSSET IF NECESSARY +TT" 9/14/12 Digitally signed by: Tarty L. Powell, P.E. 4!. �x theTRUSSco. INC. CITY OF Federal Way PERMIT #: Project: THIS CARD IS TO REMAIN ON-SITE Construction I1 ection Record INSPECTION REQUESTS: (253) 835-3050 11 -104751 -00 -SF Address: 33313 26TH AVE SW HABITAT FOR HUMANITY - SEATT FEDERAL WAY, WA 98023 -281 -1., --- Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. ❑ SWM Precon Site Mtg (4400) Fire/Draft Stops (4095)1:1Interim Initial Erosion Control (4365) E] Plumbing Groundwork (4190) Approved rBy To be done prior to breaking ground By Date Approved to cover By Date Date Date By Date Shear Walls (4245) Approved to install siding By Date E] Mechanical Rough -in (4165) Approved By Date L? �/ Z Gas Piping (4125) Underfloor Framing (4285) Fire/Draft Stops (4095)1:1Interim Approved to sheath floor By Date Approved E] Roof Sheathing (4220) By Date Approved to install roofing By Date Shear Walls (4245) Approved to install siding By Date E] Mechanical Rough -in (4165) Approved By Date L? �/ Z Gas Piping (4125) Floor Sheathing (4105) Fire/Draft Stops (4095)1:1Interim Approved to install flooring By Date Approved E] Rough Plumbing (4230) By Date Approved By Date Shear Walls (4245) Approved to install siding By Date E] Mechanical Rough -in (4165) Approved By Date L? �/ Z Gas Piping (4125) E] Fire/Draft Stops (4095)1:1Interim 1:1Approved Erosion Control (4370) Approved to release test Approved By Approved By Date By Date By Date Date Er Prior to scheduling a Framing inspection; Framing (4120) E] Insulation (4150) Electrical, Plumbing & Mechanical Rough -in and Approved to insulate Approved to install wallboard Fire/Draft Stop inspections must be signed -off and approved. IBC 109.3.4 By Date By � Date / 'f/ - Gypsum Wallboard Nailing (4130) Final Erosion Control (4375) Final - Mechanical (4065) Approved to install mud & tape Approved Approved By Date By ,�j� - `!� Date ��- By Date 21— Final - Plumbing (4075) 0 Final - Building (4050) Approved Approved By f� Date 4�-�� �Z By Date (k— Olt- El Rough Electrical Approved 1:1Approved Final Electrical Right of Way Approved By Date By Date �_ By Date �m°� PERMIT Federal Wade COMMU35-266 VELA 253-8 SERVICES j O APPLICATION 253-835-26b7• FAX 253-835-2609 ,,y�;._ www.cituoffederalwaLi.com ©� L -1 01-75 / SF MFCO ME PL E EN FP SITE ADDRESS SUITE/UMT # %�] r/� t r t I %{ 6&Z) 76- Ave si r-cj,f, Jr �,%rl ` Z) PROJECT VALUATION ZONING ASSESSOR'S /PARCEL # 2_1 4. �SZZ 3���—SZ� o TYPE OF PERMIT P<UILDING -KPLUM SING 'MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT (Tenant Name/Homeoumer Last Name) � W �S aWG UQ�tK I Un�Nwr PROJECT DESCRIPTION Detailed description of work to be included on this permit only_DM p n Ii i. suL 4r� � ��` 4,, d 2 i.x Mcw ek �U �`eq=2kK ti�'e J R,, El �-, J P—i A l� &iJvj Vtc, �, i '' II / l Tw,1Y11 Qe 1whM Wl k Litt,-A—ta ✓_ PROPERTY OWNER i I I I ' f v�t�� rc.� f�JCt�,� Si�i�I so�T`�L� Ctv PRDQARY PHONE Z�1Z-SZ�i� MAILING ADD / I � i 560 �4' (, ��./ `?V'�C l�� E -MAH. CITY STATE ZIP NAME (., PHONE MAILING ADDRESS E-MAIL CONTRACTOR CITY STATE ZIP FAX WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE # NAME / PHONE MAILING ADDRESS E MAI APPLICANT CITY STATE ZIP FAX PROJECT CONTACT (Che individual to receive and respond to all correspondence concerning this application) NAME '"� PHONE Z06`._7D `T MAILINGADDRESSRE88 � S •L ild CITY Z'A- STATE LJA ZIP u 6; FAX �1'�t2 azul ALT TE CONTACTy�rNA�PHONE . -, L 7 C.ti(�` Z11Z-- 7 Z-46 E-PAAM �1J L' V CY;� PROJECT FINANCING NAME OWNER -FINANCED Required value of $5,000 or more (RCW 19.27.095) MAILING ADDRESS, CITY, STATE, ZIP PHONE I cert(fy under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the irtformation submitted in support of this permit application is true and correct. I cert(fy that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the irlfor►nation supplied to th city a p of this application. ` SIGNATURE: DATE PRINT NAME: Bulletin #100 -January 1, 2011 Page I of 3 k:\Handouts\Permit Application VALUE of MECHANICAL WORK $ l 0 O (a copy of bid or estimate must be provided) Indicate how many of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. AIR HANDLING UNITS q FANS GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS (commercial) BOILERS FURNACES HOT WATER TANKS (Gas( COMPRESSORS GAS LOG SETS REFRIGERATION SYST 2_ DUCTING GAS PIPING WOODSTOVES icate how many of each type off9dKe to be installed or relocated as of this project. Do not include existing fixtures to remain. ATHTUBS (or shower Co o LAVS (}i+6ks�IrVACUUM LETS WATER PIPING DISHWASHERS A S NALS OTHER (Describe) DRAINS SH WERS BREAKERS RI NTAINS 2 tKitchen/utility) TER HEATERS (El -tic) r-2-1iO�S Z SUMPS SHING MACHINES Bulletin #100 -January 1, 2011 Page 2 of 3 k:\Handouts\Permit Application