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09-101528 (2) I , , ' t , ` t . , . iilding - mingle Family City of Federal Way • Community Development Services Permit #: 09-101528-01-SF P.O.Box 9718 ' ' Fedatat Watt,WA 98083-9718 _._- Ph:(253)835-2607 Fax:(253)835-2609 Inspection Request Line: (253)835-3050 Project Name: BESSLER Project Address: 2854 SW 300TH PL N, Parcel Number: 416660 0170 Project Description: NEW-Construct a new 7,002 sq ft single-family residence with 1,287 sq ft unfinished • basement, 1,617 covered deck and 676 sq ft attached garage. Includes plumbing and mechanical. ****4 bedrooms;estimated selling price$3,100,000. ****REVISION: Shift garage 2' toward the eastern property line;create 12 sq ft of covered entry area.** Owner Anglican* Contractor Lender ROBERT&MICHELE BESSLER BRIDGE BUILT HOMES BRIDGE BUILT HOMES ROBERT&MICHELE BESSLER 2854 SW 300TH PL PO BOX 99218 BRIDGBH259QC(9/13/10) 2854 SW 300TH PL FEDERAL WAY WA 98023 TACOMA WA 98499 PO BOX 99218 FEDERAL WAY WA 98023 TACOMA WA 98499 Census Category: 101 -New Single Family House Includes: #1 #2 #3 #4 Occupancy Class: R-3 U Construction Type: ..Type V-B Type V-B �uisan+y Load: Flo©r.Are ft.) _ 9,894 ,. 676 40 : -`; 0.` ' . 'z f / .„ $ " % " # ,b . ,a ' i .. ,A 4 ?a .ir-ii�i/ � // ''r,)" V.. J,IV''4' ,� e 2 s% a,,.,., it„if 1 New/Additional Sq.Feet- 1st Floor 3665 New/Additional Sq.Feet-2nd Floor 3349 New/Additional Sq.Feet-3rd Floor 0 Occupancy#1 -Area(Sq.Feet) 9894 Occupancy#2-Area(Sq.Feet) 676 New/Additional Sq.Feet-Basement 1287 Basic Plan? No Occupancy#1-Construction Type Type V-B Occupancy#2-Construction Type Type V-B New/Additional Sq.Feet-Deck 1617 New/Additional Sq.Feet-Garage 676 Mechanical to be Included? Yes Number of Bedrooms. 4 Total Number of Dwelling Units 1 Occupancy#1 -Class R-3 Occupancy#2-Class U New/Additional Sq.Feet-Other 0 Plumbing to be Included? Yes New/Additional Sq.Feet-Total 10594 Occupancy#( -Use Residence(1 or 2 family) Occupancy#2-Use Private Garage Zoning Designation RS 7.2 ////%� ci /yy �/�, y i ter ' * 7i ii / /,�,�//a��✓ - .,,Yf , z. � -. ,.,,elk .�,� v , '-,,, .,¢ �.:. ..� ae , � ,; •�� ,',�21 9�v- 4. �..,_. � .,.�� ,.ii��d_� 491 Air Handling Units 2 Fireplace Inserts 4 Furnaces 2 Gas Pipe Outlets 6 Hot Water Tanks 1 ,i a'r.�f,; pyp :� to ii LG; /1 .0 r ,u al^..r.. Bathtubs 3 Dishwashers 1 Laundry Washer Outlets 1 Lavatories 7 Other Plumbing Fixtures 2 Showers 3 Sinks 2 Water Closets 5 Hose Bibbsidi 5 pot k hink iir CONDITIONS: 1.PRIOR TO SCHEDULING ANY INSPECTIONS OR PERFORMING ANY DEVELOPMENT ACTIVITY e., ON THIS LOT,an orange construction fence or physical barrier shall be installed that will prevent n/ disturbances beyond the stringline setback.This barrier shall remain in place before and during �/ construction. Please contact Fernando Fernandez at 253-835-2623,minimum 48 hours in advance,to arrange „/. p L. 1 t • for inspection of tht barrier. - R , I I 4`22Ah approved automatic fire nkler system is required.' 3.No framing inspection shall by performed until the sprinkler system is___..tailed and approved by the Fire Department. 4.Height survey required. Height survey shall be done by registered surveyor and shall be submitted to the city prior to roof truss installation. Maximum building height is limited to30 feet above average building elevation. 5.The Lot Line Elimination filed under 09-102303-00-SU shall be completed and recorded PRIOR to the Certificate of Occupancy being granted. 6)all overhead utility services must be placed underground. 7)A Right-of-Way permit will be required for any work(driveway,utilities,etc)within the public right-of-way(permit application attached). Contact Kathleen Messinger at 253.835.2725.Final inspection will not be scheduled until all ROW work completed&approved. PERMIT EXPIRES Wednesday, March 17, 2010 Permit Issued on Friday, September 18, 2009 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent: Date: City of Federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the International Building Code certifying that at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. This certificate is valid ONLY when endorsed by City staff, Tenant Name: BESSLER Permit#: 09-101528-01-SF Address: 2854 SW 300TH PL Includes: #1 #2 #3 #4 Occupancy Class: R-3 U Construction Type: Type V-B Type V-B Occupancy Load: Floor Area(sq. ft.) 9,894 676 0 0 Owner Name: ROBERT&MICHELE BESSLER ROBERT&MICHELE BESSLER Owner Name: Owner Address: 2854 SW 300TH PL FEDERAL WAY WA 98023 Building Official Date o i lti f N_made by the City prior to issuance of this Certificate was on those matters which e n �t�t sh$Q4'n n � lf� t►e llth and safety of the general public. Although the City has made as complete a review and'inspecfon as is reasonably possible(within budgetary time and personnel limitations), the City neither guarantees nor warrants to the owner/occupant or to any other person that this Certificate evidences strict compliance with each and every ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon which it is situated. Such compliance is the responsibility of the owner and/or occupant of the premises. I , k, • ` aiding = h Tamidx • City of Federal Way • - Community Development Services , Permit #: 09-1 a 5�8-01-SIF P.O.Box 9718 Federal Way.WA 98063-9718 . Inspection Request Line: 53 Ph'(253)835-2607 Fax (253)835-2609 i� Q (Z )835-305d Project Name: BESSLER Project Address: 2854 SW 300TH PL Parcel Number: 416660 0170 Project Description: NEW-Construct a new 7,002 sq ft single-family residence with 1,287 sq ft unfinished basement, 1,617 covered deck and 676 sq ft attached garage. Includes plumbing and mechanical. ****4 bedrooms; estimated selling price$3,100,000. ****REVISION****adding 12 sqft to 1st floor and 12 sq ft to covered entry porch. Owner Applicant Contractor Lender ROBERT&MICHELE BESSLER BRIDGE BUILT HOMES BRIDGE BUILT HOMES ROBERT&MICHELE BESSLER 2854 SW 300TH PL PO BOX 99218 BRIDGBH259QC(9/13/10) 2854 SW 300TH PL FEDERAL WAY WA 98023 TACOMA WA 98499 PO BOX 99218 FEDERAL WAY WA 98023 TACOMA WA 98499 Census Category: 101 -New Single Family House Includes: #1 #2 #3 #4 Occupancy Class: R-3 U . Constrtion Type: Type V-B Type V-B Occupancy Load: Floor } � ft.) 9,894 676 0 0 ' '" � 'r.� %9'/g/ r .1 a., ;* / tr•:< 9 /•. ,%" ,,,, ,,4,,'At. ..../;: aa 19,a.,,$.ix�//i.Y�'6 .: New/Additional Sq.Feet- 1st Floor 3665 New/Additional Sq.Feet-2nd Floor 3349 New/Additional Sq.Feet-3rd Floor 0 Occupancy#1 -Area(Sq.Feet) 9894 Occupancy#2-Area(Sq.Feet) 676 New/Additional Sq.Feet-Basement 1287 Basic Plan? No Occupancy#1-Construction Type Type V-B Occupancy#2-Construction Type Type V-B New/Additional Sq.Feet-Deck 1617 New/Additional Sq.Feet-Garage 676 Mechanical to be Included? Yes Number of Bedrooms 4 Total Number of Dwelling Units 1 Occupancy#I -Class R-3 Occupancy#2-Class U New/Additional Sq.Feet-Other 0 Plumbing to be Included? Yes New/Additional Sq.Feet-Total 10594 Occupancy#1 -Use Residence(1 or 2 family) Occupancy#2-Use Private Garage Zoning Designation RS 7.2 Air Handling Units 2 Fireplace Inserts 4 Furnaces 2 Gas Pipe Outlets 6 Hot Water Tanks 1 /� ''14 Plumbing ,g Bathtubs 3 Dishwashers 1 Laundry Washer Outlets 1 Lavatories 7 Other Plumbing Fixtures 2 Showers 3 Sinks 2 Water Closets 5 Hose Bibbs 5 CONDITIONS: 1.PRIOR TO SCHEDULING ANY INSPECTIONS OR PERFORMING ANY DEVELOPMENT ACTIVITY ON THIS LOT,an orange construction fence or physical barrier shall be installed that will prevent disturbances beyond the stringline setback.This barrier shall remain in place before and during construction. Please contact Fernando Fernandez at 253-835-2623,minimum 48 hours in advance,to arrange . 4 t ' for inspection of the barrier. - ' • t k •2.An aproalyd automatic fire 'nkler system is required. 3. No framing inspection shall performed until the sprinkler system is.....tailed and approved by the Fire Department. ` ; 4. Height survey required. Height survey shall be done by registered surveyor and shall be submitted to the city prior to roof truss installation. Maximum building height is limited to30 feet above average building elevation. 5.The Lot Line Elimination filed under 09-102303-00-SU shall be completed and recorded PRIOR to the Certificate of Occupancy being granted. 6)all overhead utility services must be placed underground. 7)A Right-of-Way permit will be required for any work(driveway,utilities,etc)within the public right-of-way(permit application attached). Contact Kathleen Messinger at 253.835.2725.Final inspection will not be scheduled until all ROW work completed&approved. PERMIT EXPIRES Wednesday, March 17, 2010 Permit Issued on Friday, September 18, 2009 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent: -- Date: 4 lig(ciq City of Federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the International Building Code certifying that at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. This certificate is valid ONLY when endorsed by City staff, Tenant Name: BESSLER Permit#: 09-101528-01-SF Address: 2854 SW 300TH PL Includes: #1 #2 #3 #4 Occupancy Class: R-3 U Construction Type: Type V-B Type V-B Occupancy Load: Floor Area(sq. ft.) 9,894 676 0 0 Owner Name: ROBERT&MICHELE BESSLER ROBERT&MICHELE BESSLER Owner Name: Owner Address: 2854 SW 300TH PL FEDERAL WAY WA 98023 tiz rill'-/y /`�� Cuildin Official Date 9 The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which experience has shown most severly affect the health and safety of the general public. Although the City has made as complete a review and inspection as is reasonably possible(within budgetary time and personnel limitations), the City neither guarantees nor warrants to the owner/occupant or to any other person that this Certificate evidences strict compliance with each and every ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon which it is situated. Such compliance is the responsibility of the owner and/or occupant of the premises. `` 4 ' • • THIS CARD IS TO'REMAIN ON-SITE , e i ', CITY OP • Construction I ection Record Federal Way . INSPECTION RE ESTS: 253 835-3050 PERMIT#: 09-101528-01-SF Address: 2854 SW 300TH PL Owner: ROBERT & MICHELE BESSLER FEDERAL WAY, WA 98023-2325 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. El SWM Precon Site Mtg(4400) El Initial Erosion Control(4365) Footings/Setback(4110) Approved To be done prior to breaking ground pproved to place concrete ,,q By ak5 Date 9/ui.'/cf By ey,,, Date 071. y' By Date .0,2% �El Foundation Wall(4115 .0 Drainage/Downspout(4040) '❑ Plumbing Groundwork(4190) Approved to place concret ' Approved to backfill Approved to cover By v Date `yt V By Date \By Date ❑ Slab/Concrete Floor� ( 255) '� Underfloor Framing(4285) ElFloor Sheathing(4105) Approved to place concrete Approved to sheath floor Approved to install flooring By 400'. Date.2/4/ ' By c,�," Date /4 7/4) �By &" Date3,4 24/ // El Shear Walls(4245) El Roof Sheathing(4220) Rough Plumbing(4230) Approved to install siding Approved to install roofing Approved By , Date v�-`,�,� By Date , ,By `Gf Date 3/gl/I O Mechanical Rough-in(4165) � ❑ Gas Piping(4125) El Fire/Draft Stops(4095) Approved Approved to release test Approved By ri,c Date J?l By ,�. Date 1 _e�`s—11 , By fe',/ Date?A 4//I El Interim Erosion /p/!/Control(4370) Prior to scheduling a Framing inspection; 0 Framing(4120) Approved Approved to insulate Electrical,Plumbing&Mechanical Rough-in and Fire/Draft Stop inspections must be signed-off and By Date approved. IBC 109.3.4 B Date El Insulation(4150) El Gypsum Wallboard Nailing(4130)k El Final Erosion Control(4375) Approved to install wallboard Approved to install mud& pe Approved BI-.5 Dat .�` !// By ,�, Date /2/// By Date El Final-Mechanical(4065) El Final-Plumbing(4075) Final-Building(4050) Approved Approved ! Approved By Date ��i4� 'T t B Date —'77%/ By hi Date S- t Z , z/ El Rough Electrical Final Electrical Right of Way Approved Approved Approved By Date By Date By Date II DATE INSPECTOR AREA AND TYPE OF 'ECTION 0 Z4 1 eJ -e/2 ‘./2-dG/1.<L eA., 4#/oi Pze f o x r-17 44. , z,--x. 7,40-74q-7, lytev4 .4 t .poo Wg 14r pocok 17/'/ -1ti�v �-, s M 5/ rPn iu 6 , ,1fr-44-- L/ /N6 /2.i12,, -t Agrid -44.su4 7 SAl .01r fLattVe- ,T" `/i&tS .61111m rv1h, r-/0-// / AbVil Ri/ .ve- (44__J .s, z). i1 Mx'--. 4-0- 1-2-<r"-___- a.,,,ra..., c7L A 4.,--c- ci,e.c.„(e ii. /..., af,,,,ki AA- -Q.(( L.., ok�� • • • .. ` , . ♦ GeoResources Memo Gs GL yOFW &"`r "st y# i. • To: Bridge Built Homes,Chris Bridge r/ From: Glen Coad,PE . 3 8 �' SIE�'- CC: File `S'S10NAL Date: September 15,2009 `l Re: Bessler Residence,2854 SW 300th Place,Federal Way,WA We understand that you have completed the footing excavations and backfill in accordance with our July 31,2009 memo. During the footing inspection by the City a question was raised concerning the use of gravel as a backfill material. In our opinion this is a suitable material for this situation. We have appreciated the opportunity to be of service to you on this project. Please do not hesitate to call with any comments or questions at your convenience. t • , `t pet: l 0154r 01- CP . CONSULTING ENGINEERS PACIFIC NORTHWEST ENGINEERING INC. t N G kL�L. F fi 1 N G 2J —;O 7. September 23,2009 --� E:r..1.1fkt RKA� 2— PNE #09-093 9-a` 3ESQEEte... _ G A-s -•+ tivh Rob Bessler \« � aeb- d do: Bridgebuilt Homes 6203 Hawthorne Terrace E Tacoma, WA 98422 Re: (Revised Foundation Plan III) Plan Number: NHD 3006 Site: 2854 SW 300th Pl. Federal Way, WA Mr. Bessler, Pacific Northwest Engineering Inc. (PNE)as requested has reviewed the two modifications not previously shown on the engineering relating to the foundation construction. The following has been determined as a result of this review: 1. The wall at the Nook on the first floor plan that has been modified from a 90 degree re-entrant corner to a 45 degree corner as shown on the included clouded sketch does not require any engineering modifications. 2. The revised basement entry now using a ramp and foundation walls at the rear of the house rather than steps located at the right side of the house(plan view) may be constructed using detail 41/SD-1 provided a minimum 4"concrete slab is used for the ramp down to the basement foundation walls providing resistance against sliding. If there are any further questions or concerns, please contact our office. Sincerely, 1AM Luke N.V. Moerke, P.E. • �\ +a1 . Pacific Northwest Engineering, Inc. �c;�., SEP :2 3 2009 Pacific Northwest Engineering Inc. 4924 109th St. SW;Suite C Lakewood, WA 98499-3773 Phone (253) 682-2850 Fax (253) 682-2851 P:\CLIENTS IBC 2006\NHD 20061NHD 3006(LWM)\RFI 9-23-09-FON REV III.doc 6'd SL99-1786-£SZ sewoH1tinee6pu9 dLS:ZO 60 £Z deS '+ . . • • ..i ay.. .\ ——I- I T ON s • \> I :Si NE---� I ,—__J ElI S.V.) --J 1 I i r i r 1 I _ N. \., \ I I_ I I -- -® I \ ` I\\ - -J L_—J V, V) fN N 5'-0' 3'- )3'-9' ) 5'-2' 5'-2' 5' / SO-1 I ,O L''t> ® I i--��i. . i--B—1.. ..4.- .___1, -- -8—I4 xe D. I L--J L__.J L_—J F (2) • 2I',9' S'-Y 5'-3 - --A. / / S.V. o ` -- ~ m --I- r----_1 24'x24'xl ' PLAIN S V I CONC. T IN C.S., TYP SEE SCH ULE THIS SI I ---1- r--i 7 —7 _It i 24� I I I I I —I— L--J L_—J L__J I S,V.I—_ I _- -I� L 1-"1 I . �'-9' / /5'-8' 5'-6' / -\ I., I L 1 , N r-1 ---1 - 1 (i)_ 1 r- --1 cP.L. AB�7V W W 1 4x10 DF#2 F_USFI I� O• N N S.V.I I � I I I 4x8 D_FIt2 I ®!_ 1._ I P.L. I I T { F 8 i 1 -- � ABOVE)-_1 I L --` L-__ L_ J L-,_ -3x SILL REQ. \ I I I i i I II i 1 1 IS-.-VT- 1 1 SIV- 1-S 1 n1 %O 24'x24'x10' CON '. I _ -vr, ATTG r vr'r/nrrnr, n-In wi Z.d 9L99-1786-£9Z sewoH1Iinae6pu dl.9:Z0 60 £Z des • • • CONSULTING ' ENGINEERS PACIFIC NORTHWEST ENGINEERING INC. PAC!F:C NORTHWEST ENGINEERING September 9, 2009 PNE#09-093 Rob Bessler c/o: Bridgebuilt Homes 6203 Hawthorne Terrace E Tacoma, WA 98422 Re: (Revised Foundation Plan) Plan Number: NHD 3006 Site: 2854 SW 300th Pl. Federal Way, WA Mr. Bessler, Pacific Northwest Engineering Inc. (PNE) as requested has reviewed the proposed change to the foundation layout at the Family Room and Main Bedroom on the first floor plan. With the new extent of these areas terminating directly below the upper floor deck, PNE has determined that no engineering modifications shall be necessary. A minimum of (2) 2x6 studs should be placed in the corners under the bearing for the double 2x 12 (SF28) located at the deck above. Please see the included sketch of the revised foundation area with revision clouds for reference. If there are any more questions or concerns, please contact our office. Sincerely, LIA.„\1L•• pM of Luke W. Moerke, P.E. `� , Pacific Northwest Engineering, Inc. /,. • c• SSIONAL Pacific Northwest Engineering Inc. 4924 109th St. SW; Suite C Lakewood, WA 98499-3773 Phone (253) 682-2850 Fax (253) 682-2851 P:\CLIENTS IBC 2006\NHD 2006 NHD 3006(LWM)\RFI 9-9-09-FDN REV.doc . 1 S4 1 IJ.-4-1'4H 1 -Lf(IQ� II rJ L__J N MfZ� N �r b I1 U 1 I I ♦ ^: ^ • r , ir \ \ • r. 2 Y (L+�1�yy�J L j 1 1 i\\ \ Y i L�'ZD L TJ—J \\ \\/' � 'Q — r Il, ry i 9 r. ® �l 1 iit 1pS \ I I r 1 I ��-�i L-I.-I 1 I -}-_ 1) t .J 1 i- e♦ I ` I \ �� e 1 x, I T I141 ( L 1 J / \, L J nE \ 1 i t s < 11 1 1 // I g� Z I- IJI, 1p 6 L� T1_yI / / v ., k):,-"' , ITl , I I I �- bI 1 — I I `roe 6•-0• / y 1 r_ s .. ♦ u .jam 1 I , TI Pi �i'Pr-'- _ `i I 44,1 �TIL J 1 1 9-1,'KG I-JSTS�r I S� I I 1 4 • ♦ l6.Qt.PERrMFC S I 1aT.r- v_f .,tL1 LAYW 1 r . 1 N 0 12 r.: IC> L 1J N E1!: Q ry 9 1 H _ .J i [Ti r 1 « 1 —. LtJ I + I `�i I I iT 1 1 I Q yqI le 4x10 0F112 FLUSH �� V L--1.-" C' i C I 1--<4) > l� r 1 \ A w _ R D L'.1ST ql I - ��E. I I \\ \\ /' W \ Q // P i!O ZI \\ `� 1 is 1 4-1j," -1 4' -n r——t——--• 71 i I ii1 I1 I e� 4 . ,/ // I 1 I •• 1/' 9 ri \ a-r=x'Ph), 1111 y t r 11 QI I I , r--� 10'-6' >s L 11'-10' I 1 0 I r' lid. ' '1 fI-� 1 L__J > y iyi a3p //<,<1I I 1'GI t' 7 I 11 as I I 1 a e§:ct • • CONSULTING ENGINEERS PACIFIC NORTHWEST ENGINEERING INC. PAC'FIC NORTI IWL..1 ENGINEERING September 9, 2009 PNE#09-093 Rob Bessler c/o: Bridgebuilt Homes 6203 Hawthorne Terrace E Tacoma, WA 98422 Re: (Revised Foundation Plan) Plan Number: NHD 3006 Site: 2854 SW 300th Pl. Federal Way, WA Mr. Bessler, Pacific Northwest Engineering Inc. (PNE) as requested has reviewed the proposed change to the foundation layout at the Family Room and Main Bedroom on the first floor plan. With the new extent of these areas terminating directly below the upper floor deck, PNE has determined that no engineering modifications shall be necessary. A minimum of (2)2x6 studs should be placed in the corners under the bearing for the double 2x12 (SF28) located at the deck above. Please see the included sketch of the revised foundation area with revision clouds for reference. If there are any more questions or concerns, please contact our office. Sincerely, • tiA,tAM 4f Jae "°e• Luke W. Moerke, P.E. � > Pacific Northwest Engineering, Inc. rµ113f4:4:1?4:- Pacific A4b ENGIONA.t Northwest Engineering Inc. 4924 109th St. SW; Suite C Lakewood, WA 98499-3773 Phone(253) 682-2850 Fax (253) 682-2851 P:\CLIENTS IBC 2006\NHD 2006\NHD 3006(LWM)\RFI 9-9-09-FDN REV.doc I In I '4 `m-y u 41 I L< .. , I i 9ii ' y I Ly_J L J fl1L $ LJ N w/ b I N1 ' I 71 \ 4 A xe' 10,6 w'6 "! la-la I l • 1 r , L_jj,N. \L L t J I j N 1 4 1� I a `\ \ 41 TYPICAL?k \ I J?-I I I 41_ _ 1 I 11-1 I N II A. L+J \ 1 I I I-- \ 1 i 1 1 J '1 meR ®I1,� L+J I I ` .J V 1 ..1 V L J rr, , /\ 1 I l I ft \ ' T I 11 .1 \ w 1 4 It I -) 6-a , 'l 1•1 r-,- - r -I �. 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I 1 1 \ SR 3t • • J 1rP§ ZI gal �� PI -L--r-. \ ;1 • ' ',JQgiQQ DII.JST 421 : I i \\ `\\ / i 3. 1 i d 1 41 1 �_ la I dil • ! \ Y I I1 11, Ii - \ 1 li 1 I 1 14 q 1I / / 1 b o ay I g 4 i 4 ! 1 '/ q y t I riJ I I I y P r--lam' 1 `Ia I 1 1� P saQ Buiidil,y Division ill& CITY OF ' 33325 Eighth Avenue South Federal WayPOBox9718 Federal Way,WA 98063-9718 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: Z;$H Th 300 4h 'PERMIT#: o Val ✓ Z. 0 16/0 16 36 wile foolo rad P✓ jo ye 51 et *h,e s-t ,e .61~ 3 frrt / en-franoe and T/1`e h e Ramer rodfl att0' a '7 2 /f pod a4 mal, i Qjit -Urer m a st b1 /n Atli Ins ec tdl , the e/ectr,g,/ l^rGf p1 3 s/i'm 1 i►s cf,b 22us7� .6 afipt.e vtI v iov to f'm it,#23 I I IF ° 1.4-____ : D to " i' IF YOU HAVE ANY QUESTIONS CALL AY c/ az Le(253) 835- ZCi 7 WHEN CORRECTIONS HAVE BEEN MADE, CALL(253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. 0 0 / A4 DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of • ` ' • •Building DivIsIofj CITY OF 33325 Eighth Avenue South Federal WaPO y Federal Way,WA 98063 r 9718 98063-9718 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: a $ %y ti 3 as ~-r►ti V PERMIT#: O q — 61 ' \et .} Q 4 r �' : v -e c PS '- -,.. �[1 v�,�• S'S 1[]J C t 'F-�.: �..,`� c, a 4A" sew— ' n AA c- VA— : S S V ft IF YOU HAVE ANY QUESTIONS CALL (253) 835- "a_1Q `� WHEN CORRECTIONS HAVE BEEN MADE, CALL(253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of or,4 Difjoc., . . CONSULTING9r ENGINEERS PACIFIC NORTHWEST ENGINEERING INC. L L , ENGINEER.N O March 3, 2011 PNE #09-093 Rob Bessler c/o: Bridgebuilt Homes 6203 Hawthorne Terrace E Tacoma, WA 98422 Subject: Concrete slab over pan deck at rear patio Plan Number: NHD 3006 Site: 2854 SW 300th PI. Federal Way, WA Mr. Bessler, Pacific Northwest Engineering Inc. (PNE)has reviewed the request to install a concrete slab over steel pan deck in lieu of the wood framing that was previously shown over the ramp down to the basement storage area. As a result, PNE has revised the plan to indicate the intended use,and has provided a section detailing the materials and connections required to use this system. Please see the included revision sketch and section detail for reference. If there are any further questions or concerns, please contact our office. Sincerely,. &. ti Luke W. Moerke, P.E. 1.a. I , Pacific Northwest Engineering, Inc. PNE\r-t �'4i4/a;�� . MAR 0 3 2011 Pacific Northwest Engineering Inc. 1944 Pacific Ave; Suite 305 Tacoma, WA 98402 Phone(253) 682-2850 Fax (253) 682-2851 S:\IBC 2006 Archive Clients\NHD 2006\NHD 3006(LWM)\RFI 3-3-11 Concrete Pan Deck at patio.doc 8'-8' SLOPED 4' CONC. WALKWAY TO GRADE 6'-0 I 8'-0' I I 8' THK. CONCRETE I RET. WALLS - EITHER I I SIDE OF BASEMENT I ENTRYWAY I :71 CANAM STEEL DECK P-2432, 20 GAUGE, G60 GALV. C❑ATING, I TYPICAL AT SPAN BETWEEN EXISTING CONCRETE WALLS \ SLOPED 4' CONC. y TOAB UNDER CONC. D=CK TO BASEMENT DOORS \ Ol \ ' P.L. ABOVE \\ 'No Zn \ / a __ PROVIDE SCREENED DRAIN I TO DRYWELL @ LANDING IN di) STAIRWELL cal — I �n � I x I C P . A81 E i • I I — ---- —� B • LOCK ' 60 DC1' . Z 6x10 DF#2 I o I • Mulek °° POWER TO PERFORM.'" MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: 93267C Fax 916/676-1909 Bridge Built Homes/CM The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by The Truss Company-Sumner, WA. Pages or sheets covered by this seal:R31810297 thru R31810299 My license renewal date for the state of Washington is August 1,2010. \"F,R S.TING. QQ' o WASH, Fl — • 4 a'. j• i - ar ?OFF 3 • 34t,, • yAefrislordt E''IRE -0 470 June 17,2010 Tingey,Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-2002 Chapter 2. Job Truss Type Qty Ply Bridg Homes/CM R31810297 93267C C08 ROOF TRUSS 1 3 lee Reference(opuoefAl► The Truss Co.,Sumner WA/Eugene OR 7.230 a Apr 22 2010 MITek Industries,Inc. Thu Jun 1713:35:37 2010 Page 1 -84 5-0-9 93-14 13-74 17E-10 21E-0 258a 29-4-12 3342 37-114 43-0-0 r1-0-0 1 5-0-9 1-3-6 4-3-8 I 1-3-6 3-114 3.11E I 3-11-6 I 3-114 I 3-114 I 434 I 434 I 50-9 I 546.193.7 9110 minim// 6 6.00 12 566. 516 7 a Sr4' S14 7x1%&I6 5,. 34i a 10 34� 3N 412 WIN 4 exle*4512 WISH C 22 We WISH G 3x4 s 11 510MIMI•"4 12 '44 C 3r4 i 3<4% 3 13 3.4 1600 10510 5M 14 ^ 2 r1 i11 ill II le G 900! 25 24 23 22 21 20 19 1a 28 17 27 16 15 500 3-4 II 0.6= 6x6=0x12 MUM= 10x10= 1118= era=1h «e= 21(4 II TH003-3 2153= 2110213 0x12 MI16H= MU526 711035 509 93-14 13 174-10 214-0 25EE 29-4-12 334.2 37.11-7 430 I I 5-0-9 I 43 4 41 I .74 43 I 3-114 I 3.11E I 3.11E I 3-114 I 434-3-84 I 46 I 0 5-0-0 Plate Offsets(X,Y): [2:0-4-1,0.2-4],[2:1-2-1,0-3-0],[3:0-7-0,0-2-4],(5:0-7-12,0.3-0],(6:1-0-4,Edge),[7:0-1-8,0-1-8],[8:0-2-12,Edge],[9:0-1-8,0-1-8],[10:1-0-4,Edge],[11:0.7-12 ,0-3-0],[13:0-7-0,0-2-4],[14:1-2-1,0-3-0],[14:0-4-1,0-2-4],[16:0-3-0,0-3-12],[17:0-3-0,0-5-4),[19:0-2-8,0.2-0],[20:0-5-0,0-4-12],[21:0-2-8,0.2-0],[23:0-3-0 .0-5-4J.124:0.3-0.0-3-121 LOADING(psi) SPACING 2-0-0 CSI DEFL in (bc) Weft Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.85 Vert(LL) -0.57 21-23 >888 360 MT20 185/148 TCOL 8.0 Lumber Increase 1.15 BC 0.75 Vert(TL) -0.97 21-23 >529 240 MII18H 151/147 BCLL 0.0 • Rep Stress!nor NO WB 0.91 Horz(TL) 0.28 14 n/a n/a BCDL 7.0 Code IRC2006/TPI2002 (Matrix) Weight:996 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 HF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purkns. BOT CHORD 2 X 6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HF/SPF Stud/STD'Except* 8-20,9-20,7-20:2 X 4 HF 1650F 1.5E 9-19,10-19,7-21,6-21:2 X 4 HF No.2,10-17,6-23:2 X 8 DF No.2 WEDGE Left:2 X 6 SYP No.2,Right:2 X 6 SYP No.2 REACTIONS (tb/size) 2=15194/0-5-8 (min.0-5-1),14=13565/0-5-8 (min.0-4-8) Max Horz2=164(LC 5) Max Uplift2=-3375(LC 5),14=-2971(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-32253/6996,3-4=31703/8905,4 5=31637/6916,5-6=30280/6635, 6-7=23419/5176,7-8=19176/4290,8-9=-19174/4286,9-10—21626/4760, 10.11=-25450/5546,11-12=-28364/6235,12-13=-28423/6225,13-14=-28951/6321 BOT CHORD 2-25=-6334/28843,24-25=-6333/28829,23-24=6178/28333,22-23=5745/26614, 21-22=5745/26614,20-21=-4455/20910,19-20=-4019/19287,18-19=-4673/22375, 18-26=-4673/22375,17-26=4673/22375,17-27=5434/25358,16-27=5434/25358, 15-16=5611/25879,14-15=5612/25890 WEBS 8-20=-3692/16635,9-20=5235/1197,9-19=-1227/5737,10-19=6157/1413, 10-17=1598/7396,11-17=-4400/1131,11-16=-863/3536,13-16=540/188,13-15=-4/251, 7-20=9194/2120,7-21=2244/10099,6-21=11374/2572,6-23=2948/13460, 5-23=2535/639,5-24=276/1299,3-24=559/174,3-25=18/306 NOTES (17) 1) py Specialtruss connection o required tog to elherwiwith 1 . 2e bottom�0"x3�si equally foll all between plies per note 2. of.Qp.N., T/NCs Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. !/� Bottom chords connected as follows:2 X 6-3 rows at 0-4-0 oc. OOP OHO Webs connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 8-2 rows at 0-9-0 oc.3)All beds are considered equaly applied to all plies,except if noted as front(F)or back(B)faco kn the LOAD CASE(S)section.Py to /py connections have been provided to distribute only bads noted as(F)or(B),unless otherwise indicated. 4 4)Unbalanced roof live loads have been considered for this design. -o / 5)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone; T'p I '�p 4/ cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 F F \� 6)All plates are MT20 plates unless otherwise indicated. SSiON A L tiNG 7)This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide C"oniit nu pag between 2bottom chord and argfotlnermembers' EXPIRES:08-01-10 June 17,2010 4 1 A I MRI(Wi Verl1 design parameters and READ ND788 ON 71115 AND INCLUDED NITER REFERENCE PAGE l87 7473 rte.10 oar WORE r1S8 • Design valid for use only with MTek connectors.This design is based only upon parameters shown,and B for an individual building component. Applicability of design paramenters and proper Incorporation of component is responsb''Ny of building designer-not buss designer.Bracing shown is for lateral support of individual web members ony.Additional temporary bracing to insure stabiiy during construction is the respons beiy of the till erector.Additional permanent bracing of the overall structure is the responvbilty of the building designer.For general guidance regarding fabrication,quality control.storage.delivery.erection and bracing.consult ANSI/TMI Qually Criteria,0Si-99 and SCSI Striding Component 7777 Greenback bane,Suite 109 Safety IMomsaion available from Truss Plate Institute,281 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95810 • • Job Truss Type Oty Ply Brtdg Homes/CM R31810297 • 93267C CO8 ROOF TRUSS 1 3 Jab 0M The Truss Co.,Sumner WA/Eugene OR 7.230 s Apr 22�2010MiTek Industries,Inc. Thu Jun 17 13:35:37 2010 Page 2 NOTES (17) 9)Provide mechanical connection(by others)of truss to bearing plate capable d withstanding 100 lb uplift at joint(s)except(jt--Ib)2=3375,14=2971. 10)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/1-PI 1. 11)Use Simpson Strong-Tie THGW3-3(Wrap-Around,8-Bolts,3-Ply Girder,"16.75'"Heel%)or equivalent at 13-7-4 from the left end to connect truss(es)X4(3 ply 2 X 6 DF) to front face of bottom chord. 12)Use USP THD26(With 16d nails into Girder&NA9O nails into Truss)or equivalent at 28-5.4 from the left end to connect truss(es)X3(1 ply 2 X 6 HF)to front faced bottom chord. 13)Use Simpson Strong-Tie MUS26(6-10d Girder,6-10d Truss)or equivalent at 33-6-12 from the left end to connect tniss(es)X2(1 ply 2 X 4 HF)to front face of bottom chord. 14)Use USP THD26(With 16d nails into Girder&NASD nails into Truss)or equivalent spaced at 10-2-8 oc max.starting at 21-3-4 from the left end to 31-5-12 to connect tniss(es)X6(1 ply 2 X 6 HF),X6(1 ply 2 X 6 OF) to back faced bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)This truss is designed for a creep factor of 1.25,which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. 17)All dimensions given in feet-inches-sbdeenths(FFIISS)format. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pi) Vert:1-8=-66,8-14=-66,2-14=154(B=140) Concentrated Loads(lb) Vert:20=2249(13)16=1451(F)23=11086(F)26=2240(F)27=-2249(B) t t A WARNING-SW.,Amigo parameters and RAW NUM ON THIS AND INCLGDBD 111113K fispeRzrdcs PAGE MII 7473 ro.10-VA BEFORE UM • Design vdid for use only with Mifek connectors.this design is based only upon parameters shown,and is for an individual building component. Appicabfity of design paramenters and proper Incorporation of component is responsibility of buidng designer-not buss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Inure staWny during construction is the responsibility of the ( etc erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quaity control,storage.delivery.erection and bracing,consult ANSI/III Quality CNerla.DSS-69 end SCSI guiding Component 7777 Greenback Lane,Suite 109 Sally Informalon available from Truss Mate Institute,261 N.Lee Street.Suite 312 Alexandra' ,VA 22314. Carus Heights,CA,95610 • • Job Truss ype Qty Ply Bridg Homes/CM R31810298 93267C X5 ROOF TRUSS 1 1 Job Reference/0ptlon t The Teas Co.,Sumner WA/Eugene OR 7.230 s Apr 22 2010 MITek Industries,Inc. Thu Jun 1713:35:38 2010 Page 1 I Id, l ctO.0 I AR./ I 11.1221 l 30.2 2104 2-1041 302 Sole•1.40.4 10410= 0.5 II 5114= 1000= 1 2 5114= 7 4 5 NM INN l� ®�1 wo ' 14 1 0 5.00 F2. lot II 415= a lib=31II 10 n II `12 LEGDOWNS NOT DESIGNED FOR ANY ADDITIONAL LATERAL LOADS OTHER THAN THE WIND LOAD APPLIED TO THE TRUSS AS SHOWN. I sot I 5414 >.loqs41 I sa14 I 1140 sos z.n 1 2412 1e2 0410 Plate Offsets IX.YI: [2:0-3-0.0-2-01.13:0-2-12.0-1-81.(4:0-3-0.0-2-01.(6:0-3-4.0-1-121.[7:0-2-12.0-1-81.18:0-10-0.0-5-81.(9:0-2-12.0-1-8J.(10:0-3-4.0.1-12) LOADING(pal) SPACING 2-0-0 CSI DEFL in (Ioc) Udell Ltd PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.96 Vert(LL) -0.19 8 >719 360 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.94 Vert(TL) -0.33 8 >412 240 BCLL 0.0 • Rep Stress Incr NO WB 0.88 Horz(TL) 0.57 12 n/a n/a BCDL 7.0 Code IRC2006/TPI2002 (Matrix) Weigh:101 lb FT=0% LUMBER BRACING TOP CHORD 2 X 6 DF 1800F 1.6E TOP CHORD Structured wood sheathing directly applied or 1-6-7 oc puriins, except BOT CHORD 2 X 6 DF 1800F 1.6E end Vert. WEBS 2 X 4 HF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-9,4-7:2 X 4 HF/SPF Stud/STD,2-8,4-8:2 X 8 DF No.2 WEBS 1 Row at midpt 1-11,5-12 3-8:2 X 12 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 11=2249/Mechanical,12=2249/Mechanical Max Horz 11=121(LC 3) Max Uplift 11=566(LC 3),12=-559(LC 4) FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-11=2249/566,1-10=-2319/600,1-2=-2575/690,2-3=9725/2382,3-4=-9725/2382, 4-5=-2575/635,6-12=2249/559,5-0=2319/579 BOT CHORD 8-9=-898/2726,7-8=640/2726 WEBS 1-9=801/3271,2-9=-2990/746,2-8=1796/7590,3-8=3199/803,4-8=1854/7590, 4-7=-2990/761,5-7=795/3271 NOTES (11) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL 4.2psf;h=25ft;Cat.II;Exp C;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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ,�R S.T•.- 4) •This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide V d CF A- MU fit between the bottom chord and any other members. QQ' of w/- f 5)Refer to girder(s)for truss to truss connections. , ' `, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except(jt=lb) y .c_ 11=566,12=559. 7)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. r 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3600 lb down and 862 lb up at 1p I, •4 O 4c 5-10-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. C.r, • !Q- - 9)This truss is designed for a creep factor of 1.25,which is used to calculate the total load deflection. The building designer shall verify (5'Sp0 A L 6NG` that this parameter fits with the intended use of this component. 10)In the LOAD CASE(S)section,bads applied to the face of the truss are noted as front(F)or back(B). 11 All dimensions given in feet-inches-sixteenths(FFIISS)format. EXPIRES: 0$ 01-10 Continued on page 2 June 17,2010 I / A WARNING•Verify dafye parameters and READ NOTES ON THIS AND INCLUDED MINK REFERENCE PAOB III-7473 roe.10-'O8 BEFORE USE • Design valid for use only with Mire*connectors.This design is based only upon parameters shown.and is for an individual building component. Appicabaty of design pararnenters and proper incorporation of component is responsibility of building designer-not truss 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 resporsbiiity of the buik6rg designer.for general guidance regarding III fabrication.quality control,storage.deivery,erection and bmicirv,consult ANSI/SM1 Quality CMedo,DEe$9 and SCSI Suede,Component 7777 Greenbadc Lane,Suite 109 Sally Inlom aSon available tram Truss Rate Institute,281 N.Lee Sheet,Suite 312.Alexandria,VA 22314. C,trus Heights,CA,95810 • Job Truss ype Qty Ply 8ridg Homes/CM • 93267C X5 ROOF TRUSS 1 1 R31610298 Sumner WA/E Job Ralslor os(owl The Truss Co.,S Eugene OR 7.230 s Apr 22 2010 MiTek Industries,Inc. Thu Jun 1713:35:38 2010 Page 2 LOAD CASE(S) Standard 1)Regular:Lumber Inaease=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5.-66,8-10—14,6-6=14 Concentrated Loads(lb) Vert:3-3600(F) I l A WARNING4ft Ver design parameters and READ NOISE ON THIS AND INCLUDED N1NTIKR8PER>3It 2E PAGE Allt 7473 rev.10-Oa BEFORE UBE. ` Design valid for use only with Mtek connectors.This design is based only upon parameters shown,and is for an individual building component. Appicabity of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.erackg shown is for lateral support of individual web members only.Additional temporary bracing to insure stabity during construction is the responsbiliity of the ) ek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding row�wmrenrewr fabrication.quatty control.storage,delivery,erection and bract g.consult ANSI/fPll QuaMy C°SMa,DSS-89 and SCSI Balding Component 7777 Greenback Lane,Suite 109 Safely hibernation available from Truss Plate Institute.281 N.Lee Street Suite 312,AlexanMa.VA 22314. Citrus Heights,CA,95810 Job Truss Type Oty Ply Bridg Homes/CM R31810299 • 93267C X6 ROOF TRUSS 1 1 Job Reference(notion* The Truss Co.,Sumner WA/Eugene OR 7.230 s Apr 22 2010 MITek Industries,Inc. Thu Jun 1713:35:39 2010 Page 1 I 611.2 I L104 I na14 l 1140 l 30-2 2-106 2.10E 30.2 S .1702 We II 565= 365 II 565= 0/1S II 1 2 S 4 5 immiammomm5- 2EN. cc. man 11114I „ ag0 9 7 a� sir s.s :1 364 II 3M II act II Sim=I 6.00 12 S ea=ffiI II 3t4 II 3,4 II 10 11 12 LEGDOWNS NOT DESIGNED FOR ANY ADDITIONAL LATERAL LOADS OTHER THAN THE WIND LOAD APPLIED TO THE TRUSS AS SHOWN. 6.42 102 s4.14 s,qp 9a14 114Q soz I 2t12 WL1N f 2.-12 I sot 0610 Plate Offsets(X.Y): (2:0-2-0.0-1-81.(3:0-2-12.0.1431(4:0-2-0.0-1-8].(6:0-5-8.0-2-8].(7:0-2-8.0-1-8].(9:0-2-8.0-1-8].(10:0-5-8.0.2-8] LOADING(par) SPACING 2-0-0 CSI DEFL in (bc) Udeff Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.95 Vert(LL) -0.09 8 >999 360 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.68 Vert(TL) -0.15 8 >911 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.89 Hot2(TL) -0.34 12 n/a Na BCDL 7.0 Code IRC2008RP12002 (Matrix) Weight:158 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purtins, BOT CHORD 2 X 6 HF No.2 except end verticals. WEBS 2 X 4 HF No.2*Except" BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. 1-11,5-12:2 X 4 OF 2400F 2.0E,3-8:2 X 12 DF No.2 WEBS 1 Row at midpt 2-9,4-7 2 Rows at 1/3 pts 1-11,5-12 MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 11=2249/Mechanical,12=2249/Mechanical Max Horz 11=378(LC 3) Max Uplift11=-713(LC 3),12=-713(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 10-11=-2249/713,1-1(=2254/766,1-2--841/380,2-3=-1882/599,3-4=-1882/599, 4-5=-841/256,6-12 -2249/713,5-6=-2254/758 BOT CHORD 9-10=-449/449,8-9=567/878,744-418/878 WEBS 144-714/2263,2 2321/687,2-8=626/2409,3-8=-3782/952,4-8=-863/2409, 4-7=2321/858,5-7=-771/2263 NOTES (12) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf,h25ft;Cat.II;Exp C;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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tat by 2-0-0 wide will fit between the bottom chord and any other members. oF R S. T/N 5)Refer to girder(s)for truss to truss connections. i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jtib) a tiC 11=713,12=713. art �p 7)Following joints to be plated by qualified designer:Joint(s)8,not plated. /� y . 8)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced /�+ standard ANSI/TPI 1. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3600 lb down and 862 lb up at , / 4, 5-10-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. �p I ' 4.,E 10)This truss is designed for a creep factor of 1.25,which is used to calculate the total load deflection. The building designer shall 'O�c .- \� verify that this parameter fits with the Intended use of this component. ss/ONA L ENG 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 12)All dimensions given in feet-inches-sixteenths(FFIISS)format. Continued on page 2 EXPIRES:08-01-10 June 17,2010 r I A WARNING Vern aped parameters ed READ NUM ON IBIS AND DYCLr1DBD a/781r RBPBRBNCB PAGE SI1.74173 rev,10-08 BEFORE USE ' Design valid for use only with Mifek connectors.This design is based only upon parameters shown.and Is for an individual building component. Appicablity of design paramenfers and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabity during construction is the responsibility of the ( ek` erector.Additional permanent bracing of the overall structure is the resporebity of the building designer.For general guidance regarding fabrication.9uaily control storage.deivery,erection and bracing.consult ANSI/IPII Gadfly CMerla,DSS-119 and SCSI W Wisg Component 7777 Greenback Lane,suite 109 Safely Mbnnaeon available from Truss Plate ImtItute,281 N.lee Sheet.Suite 312 Alexandria,VA 22314. Citrus Heights,CA,95610 • Job Truss Type City Ply Bridg___...t Homes/CM R31810299 93267C X6 ROOF TRUSS 1 1 Job Reference(optional) The Teals Co.,Sumner WA/Eugene OR 7.230 s Apr 22 2010 MITek Industries,Inc. Thu Jun 1713:35:39 2010 Page 2 LOAD CASES) Standard 1)Regular.Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=66,8-10—14,6-8=14 Concentrated Loads(lb) Vert:3=3600(F) f r AWARMM) Vera)"daiye parameters and READ NOTES ON THIS AND INCLUDED MIX REFERENCE PAGE MI-7473 rm.10,08 WORE C & Design valid for use only with Muck connectors.This design is based only upon parameters shown.and is for an individual building component. • ApplcobSty of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown e for lateral support of individual web members only.Additional temporary bracing to insure stability during consluction is the resporsiWfity of the _M Tek' erector.Additional permanent bracing of the overal structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control storage.delivery,erection and bracing,consult ANSI/TM1 Criteria,0S1-119 and SCSI Building Component 7777 Greenback Lane,Suite tog Safely Infornsafon available from Truss Plate Institute,281 N.lee Street.Suite 312.Alexandria,VA 22314. 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Qo� ? m3.2 n� agog o j n -^I o- m� • oa F . - P•a Pa a-a 53 (1P Is- og g.m Zo $ c N° m ° ° n3 °'m To- Q C Q 09, H m m = a $ mm ma o ',,. 'am m >:c "acq m "ra z3 goa =Q (9 3'a °o a $ « .1 a V al' 4° ? m a (' °^ >o -3* 4 ,' vO 7 a`n <m Q m 2 y o 90 .� 0 a v m' �, 3 ° G'° ma =3 =3 la ° o ,- mo of �°° �- c O 0 a (3' o °m- 6 3 T° - 5' m o a o a 0p m— -e-a J'm m o 0 3 m * -a 0 g,^ Q 3 C 0 m a m 7 m - 'Q ° (ta o..,3* m° 7.„ -10 °0 g a a 3 $ °3 a 3 H (1 e -r n3 5 z ' (1' 5. -m a3 g3 Pv ' a • n oa o oa ?3 7-g re N m * °* 03 m 0 2. m a ° m 7a 0„ 3 3 i ` a 519, m� - 0o c� 0 0o a a n. m.> ma a m 3,n 3 33 a,• m ° O as a 3. S m4 a 3 Hm mm A , a m Q6° H "O gEr R. $ °•2, o' 3 0 3 z- (D Z 3' 0 m f M UV CONSULTING ENGINEERS PACIFIC NORTHWEST ENGINEERING INC. March 29, 2010 PNE #09-093 Rob Bessler c/o: Bridgebuilt Homes 6203 Hawthorne Terrace E Tacoma, WA 98422 Re: (Revised opening dimensions and beam options) Plan Number: NHD 3006 Site: 2854 SW 300th Pl. Federal Way, WA Mr. Bessler, Pacific Northwest Engineering Inc. (PNE)as requested has reviewed the modifications to the second floor Family Room window size/locations and the first floor Nook window size/locations. PNE has also revised the beams issandall.1 allow flush PSL options. See the included revision sketches for id'mensions and other affected beam sizes, as well as the included revised calculations. No lateral modifications were necessary. If there are any further questions or concerns, please contact our office. Sincerely, ‘ 1 OF Wes,•tG, TTI Luke W. Moerke, P.E. Pacific Northwest Engineering, Inc. • ri,t 44713 IAR 2 9 201( Pacific Northwest Engineering Inc. 1944 Pacific Ave; Suite#305 Tacoma, WA 98402 Phone(253) 682-2850 Fax (253) 682-2851 Page 1 of 13 P kr'IFnirc Iar 9nnAwun onnAvown onna n MaiMP t 1.10 111 a..,and ctio..Pew*.In, rmv t 4 CANT, '� w i °' . I w t 4 2 x 1, n I-. w D = Z O e 27 <1 � 4 w SD-1 1 I I I-11 X. I- a Co' ru 1 I, � _ . < 0), 1 \MAN LAYOUTS) 1 I /= I =w t7 I 4 , d AID w 1 « I , ,�' zxto'� rX • • d ncEl 1= X , ZD I . toI i ./ n< i •. I 1I 1- e o 1 iJ n z73 o -� I-I 3 L I -11- I I CII LL;;,, I 1 I- N I- 1 T 1 I t=1 N I Pi 1 reI I oN—1 cn x at X .Z�1I - I p 3 1 t7 (7I =I3*t p� A o 1 tCIw-1 Lio I 6 I v I Page 4 of 13 INN VI y ci I I -I X 0 a _ Vl f ITI 1 r f-1 I 1.-1 D I 1 \ 1 F I I I 1 • �I i i II 1 1 II v) I I `` 3 i ro CA m it 42 0's w (-) w W T D I I I ty` Z 1 1 . ` oI i e• 27 <1 1 SD-1 1 II I Co 1 I y ) I n (--4--7.11=w 1 10 _ �, + .1 \fr' I 1 D I I-9 W A C. oN mr X 1o's N ru (� 1 O4 � 4� N I- X�T1 ILl _ = Z D �= x r 0 t} o c} � __ 1 o < 13:. 1 r �1-� r- a CD I I 1 r*I � o c C Cl -4 I I n i i UI r- L_4._J 1 'ccrI d N 1 r X rU CI Drul AID 3 • (0 I UI I OZ 1 aN 4- O <7 3-3¢'x14" PSL o I -�-�- - - - _ .- r- 1 5-S6'x12' GLU-LAM .: L__ ' Page 5 of 13 • • 9'-0' 16'-2 3/4' 22 / / 0 O in Ibt 8" S -0' 5'-0' 2'-4' /4/3 )19 CElV RED L. Zo E A, * . , 4rN \— STRAP TO BM WITH ST6236 I SEE S-3 v NOOK > FAMI 40 W W W W fl—f. N N 11111579 i (1.J / 34'-6' 3'-0'() / / CO0 I lap 11.6MCI. 4,_3,4. 0.040(3)0 6'-6" 6. 4'-0' 9'-6" C1' �� K� y TCHEN 4'-0' 3 2 of 13 -4' - , \ I! a i n -\_-- 16'-0' 11'-3 1/4' r 1 r r li I I _____ __ I I -49-: - ---- -J SEE ROOF FRAMING L---J 1 3'-( CAN a I -I I 1• Z lA I o 1, THIS BEAM ci u � • f HELD UP j' F \ I .., P.L. ABOVE P.L. ABOVEit a ' n' HD�� v ,r -ur 1 1-%'x14' LVL i --,---�n--��I-- --,---«� ---- 4 - -i� ' 6x12 DF#2 6x12 DF#2 ----- -- 3E1 I ST6236 IJ -J IHt. ®x I t. Y I I I 1 1 3-56'x9' v ' i- GLU-LAM _J HD. -J SF15 1 l l 1 1 ` C 1 > �•l ®v I ( rTx 2 2 1 -.I SD- IU14LID'" I lj SLID 1 PSL BEARS ❑N GLB F❑U 1 JVJdI. a� ar ��I!!,/ I • � SF8 H 4,-1 3- 'x14' PSL InaI _ :: 4- — v� _ :=�_ . - 4 I W+ I `-+-J • TUP X 6- 'x18' GLU-LAM❑FFL7❑R FLUJSTS SH WITH I HUCQ412 I4111 (3) <2x6) 1 1 TRIMMER EA. I Page 3 of 13 ROOF LINE BELOW 13'-7' 2 ,,_-__ / / 11 1/ ' 4'-6' 4'-6' 3'-1 1/2' 7'-5' 14'-0' / / / / 36' / / 11 36' HIGH WALL�4! LC w/ FIN. WD. CAP ; 'I S W 1 / ! t SWi \ \ 1 \ / \Co COFFERED CLG. LINE / i ! BE: a o / FAMILY ROOM ! ,, _, I ( CATHE l \ \ 6'-5 1/2' 4, 2'-8' / \ \ 4'-7' 5'-9' ri O (U I 1 _ 1 inN CO W.I.C. � \ I ��in I -__ 0 IX LAV Page 6 of 13 .111---/- - K ) .c. '‹ S-�'x12" GLU-LAM -� - � ?- S-S¢': I R3 I R25 v Li I. M M N IN N f_1 N l._1 Q ^ I X CT. 00 \I • __� I 6x10 Df>•#2 i r• 3¢_J2 GLU 1 r4M = I _ 0 R19 I: = i 7 I � i / I I 11 yrA 1 I_y HD. Or} 1 10 //: . 1 RIDGE 1 1 I f IHD. / i ; � j N ! ..,. i 4., !2.0 _ ,./ i I , l 1 _ _ _ _ _ _ 11 1 ,i,.. iu r_ A --c I 1 I ! j ! II iii �---- _ 17 I } I } I 1 ! I 1 I ' 1 1 I I I I I , --- 1 = 1 j 1 IL li 4 Ce ,, . N N 1 Page 7 of 13 srr�- COMPANY PROJECT Pacific Northwest Engineering NHD 3008 1944 Pacific Ave;Ste#305 SF18-optl Tacoma,WA 98402 N.14-Jc-I I H E=I I Mar.29,2010 15:50 E N G I N E 6 R I N G Design Check Calculation Sheet Suer 8.0 LOADS: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Dead Point 2.50 800 lbs Load2 Snow Point 2.50 1200 lbs Load3 Dead Full Area 10.00(12.00)* psf Load4 Live Full Area 40.00(12.00)* psf Loads Dead Point 2.50 2950 lbs *Tributary Width (ft) MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in) : 0' 5 Dead 2175 2175 Live 1350 1350 Total 3563 3563 Bearing: Load Comb #3 #3 Length 1.04 1.04 Cb 1.00 1.00 Timber-soft, D.Fir-L, No.2,6x12" Self-weight of 15.02 Of 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 Analysis/Design Shear fv = 67 Fv' = 170 fv/Fv' = 0.39 Bending(+) fb = 654 Fb' = 872 fb/Fb' = 0.75 Live Defl'n 0.01 = <L/999 0.17 = L/360 0.06 Total Defl'n 0.04 = <L/999 0.25 = L/240 0.16 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 170 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.00 1.00 1.00 0.996 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 3 Emin' 0.47 million 1.00 1.00 - - - - 1.00 1.00 - 3 Shear : LC #2 = D+L, V = 3413, V design = 2823 lbs Bending(+) : LC #2 = D+L, M = 6609 lbs-ft Deflection: LC #3 = D+.75(L+S) EI = 906e06 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. Page 8 of 13 • COMPANY PROJECT Pacific Northwest Engineering NHD 3008 1944 Pacific Ave;Ste#305 SF17-opt1 Tacoma,WA 98402 I�AI_�l►-ICJ NCJ►-, !-/ 't . , Mar.29,2010 15:51 E N G I N E S Fi 1 N Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loads Dead Point 2.50 1600 lbs Load2 Snow Point 2.50 3522 lbs Load3 Dead Full Area 10.00(12.00)* psf Load4 Live Full Area 40.00(12.00)* psf Loads Dead Partial Area 4.50 13.50 10.00 (4.00)* psf Load6 Live Partial Area 4.50 13.50 40.00 (4.00)* psf *Tributary Width (ft) MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in) : 3 6... r- t aew{eL . • i0' 1T-7'f Dead 2603 1467 Live 5958 4957 Total 8763 6626 Bearing: Load Comb #3 #2 Length 2.23 1.68 Cb 1.00 1.00 PSL, 2.0 E,2950Fb, 5-1/4x14" Self-weight of 22.97 psf 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 Analysis/Design Shear fv = 167 Fv' = 345 fv/Fv' = 0.48 Bending(+) fb = 2238 Fb' = 2834 fb/Fb' = 0.79 Live Defl'n 0.53 = L/395 0.59 = L/360 0.91 Total Defl'n 0.85 = L/249 0.88 = L/240 0.96 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fv' 300 1.15 - 1.00 - - - - 1.00 - 1.00 3 Fb'+ 2950 1.00 - 1.00 0.961 1.00 - 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 #3 = D+.75(L+S), V = 8763, V design = 8177 lbs Bending(+) : LC #2 = D+L, M = 31981 lbs-ft Deflection: LC #2 = D+L EI = 2401e06 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.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. Page 9 of 13 - COMPANY PROJECT oror: Pacific Northwest Engineering NHD 3006 1944 Pacific Ave;Ste#305 SF26-opt1 Tacoma,WA 98402 I�AUII-Its NCJ i-,1 HW!_ 1 Mar.29,2010 15:51 E NJ G I N E E F1 I NJ G Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load3 Dead Full Area 10.00(12.00)* psf Load4 Live Full Area 40.00(12.00)* psf Loads Dead Partial Area 4.50 13.50 10.00 (4.00)* psf Load6 Live Partial Area 4.50 13.50 40.00 (4.00)* psf *Tributary Width (ft) MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in) : M-. � ,5ye�- •9 wt' �'��^9f'`�k1f,Y1Li/l'.1; 1: l0' 18 Dead 1260 1260 Live 5040 5040 Total 6507 6507 Bearing: Load Comb #2 #2 Length 1.65 1.65 Cb 1.00 1.00 PSL, 2.0 E,2950Fb, 5-1/4x14" Self-weight of 22.97 Of included in loads; Lateral support:top=at supports,bottom=at supports; Analysis vs.Allowable Stress(psi)and Deflection(in)using NOS 2005: Criterion Analysis Value Design Value Analysis/Design Shear fv = 118 Fv' = 300 fv/Fv' = 0.39 Bending(+) fb = 2190 Fb' = 2830 fb/Fb' = 0.77 Live Defl'n 0.58 = L/369 0.60 = L/360 0.97 Total Defl'n 0.84 = L/257 0.90 = L/240 0.93 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fv' 300 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fb'+ 2950 1.00 - 1.00 0.959 1.00 - 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+L, V = 6507, V design = 5780 lbs Bending(+): LC #2 = D+L, M = 31305 lbs-ft Deflection: LC #2 = D+L EI = 2401e06 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.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. Page 10 of 13 • COMPANY ' PROJECT Pacific Northwest Engineering' NHD 3006 1944 Pacific Ave;Ste#305 SF32-NEW Tacoma,WA 98402 ►-�cat:1{ 14; NCJi-4 I HW.=a t Mar.29,201015:51 E N G I N E E R I N G 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 10.00 (1.00)* psf_ Load2 Live Full Area Yes 40.00 (1.00)* psf Load3 Dead Point No 8.75 455 lbs Load4 Snow Point Yes 8.75 760 lbs Load5 Dead Point No 14.00 455 lbs Load6 Snow Point Yes 14.00 760 lbs Load7 Dead Partial Area No 4.50 18.50 10.00 (3.00)* psf Load8 Live Partial Area Yes 4.50 18.50 40.00 (3.00)* psf Load9 Dead Partial Area No 0.00 5.50 15.00 (4.00)* psf Load10 Snow Partial Area Yes 17.50 23.00 25.00 (4.00)* psf Loadll Snow Partial Area Yes 0.00 5.50 25.00 (4.00)* psf Load12 Dead Partial Area No 17.50 23.00 10.00 (4.00)* psf *Tributary Width (ft) MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in) : „ -' '' '"` -- . _ r „r,.,., a ••:. .� _,w.-'.^ .,_".a�zrar:. -2r ."°r', _c:... A A 0' 3'-6" 19'-6" 23' Dead 1122 988 Live 1992 1974 Total 3277 3125 Bearing: Load Comb #0 #21 #24 #0 Length 0.00 0.87 0.82 0.00 Cb 0.00 1.43 1.46 0.00 LVL n-ply, 1.8E, 2200Fb, 1-3/4x14",2-Plys Self-weight of 14.12 plf included in loads; Lateral support:top=full,bottom at supports; Analysis vs.Allowable Stress(psi)and Deflection (in)using NOS 2005: Criterion Analysis Value Design Value Analysis/Design Shear fv = 73 Fv' = 328 fv/Fv' = 0.22 Bending(+) fb = 1111 Fb' = 2477 fb/Fb' = 0.45 Bending(-) fb = 122 Fb' = 2477 fb/Fb' = 0.05 Deflection: - - Interior Live 0.22 = L/881 0.53 = L/360 0.41 Total 0.40 = L/480 0.80 = L/240 0.50 Cantil. Live -0.15 = L/282 0.23 = L/180 0.64 Total -0.27 = L/156 0.35 = L/120 0.77 Page 11 of 13 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 21 Fb'+ 2200 1.15 - 1.00 1.000 0.98 - 1.00 1.00 - - 20 Fb'- 2200 1.15 - 1.00 1.000 0.98 - 1.00 1.00 - - 3 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 1.8 million - 1.00 - - - - 1.00 - - 20 Emin' 0.93 million - 1.00 - - - - 1.00 - - 20 Shear : LC #21 = D+.75(L+S) (pattern: XXs), V = 2615, V design = 2375 lbs Bending(+) : LC #20 = D+.75(L+S) (pattern: sXs), M = 10588 lbs-ft Bending(-) : LC #3 = D+.75(L+S), M = 1158 lbs-ft Deflection: LC #20 = D+.75(L+S) (pattern: sXs) EI = 720e06 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 Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) 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. Page 12 of 13 COMPANY PROJECT WailAlia Pacific Northwest Engkreei1ng NHD 3006 1944 Pacific Ave;Ste#305 R24-optl Tacoma,WA 98402 1-.AL:1{-II-; NU1-!1 HWk_to 1 Mar.29,2010 15:52 E N G I N E E R S NJ G Design Check Calculation Sheet Sizer 8.0 LOADS: Load Type Distribution Pat- Location (ft] Magnitude Unit tern Start End Start End Loadl Dead Point 2.00 952 lbs Load2 Live Point 2.00 2000 lbs Load3 Dead Full Area 15.00(12.00)* psf Load4 Snow Full Area 25.00(12.00)* psf *Tributary Width (ft) MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in): 0' 4'-6 Dead 934 828 Live 1340 1173 Total 2301 2029 Bearing: Load Comb #3 #3 Length 0.67 0.59 Cb 1.00 1.00 Timber-soft, D.Fir-L, No.2,6x10" Self-weight of 12.41 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 Design Value Analysis/Design Shear fv = 55 Fv' = 170 fv/Fv' = 0.32 Bending(+) fb = 546 Fb' = 875 fb/Fb' = 0.62 Live Defl'n 0.01 = <L/999 0.15 = L/360 0.09 Total Defl'n 0.03 = <L/999 0.22 = L/240 0.12 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 170 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.00 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' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 3 Emin' 0.00 million 1.00 1.00 - - - - 1.00 1.00 - 3 Shear : LC #2 = D+L, V = 2073, V design = 1921 lbs Bending(+) : LC #2 = D+L, M = 3761 lbs-ft Deflection: LC #3 = D+.75(L+S) EI = 511e06 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. Page 13 of 13 • • .♦ V CONSULTING ENGINEERS PACIFIC NORTHWEST ENGINEERING INC. November 9, 2009 PNE#09-093 Rob Bessler • do: Bridgebuilt Homes 6203 Hawthorne Terrace E Tacoma, WA 98422 Re: (Revised foundation detail for exterior porches) Plan Number: NHD 3006 Site: 2854 SW 300th Pl. Federal Way, WA Mr. Bessler, Pacific Northwest Engineering Inc. (PNE)as requested has reviewed the modifications to the exterior porches and covered porch footings.The 4" slab will now be supported by an 18"x8"continuous footing with a 6" stem wall. Please see attached detail for the required reinforcing. The expanded footings located beneath the posts may be removed at the locations where the posts will sit directly on the stem wall. All other post locations the footings shall remain as per the original engineering. If there are any further questions or concerns, please contact our office. Sincerely, .1�`0.,1AM W Luke W. Moerke, P.E. -t k r" Pacific Northwest Engineering, Inc. 44713 I,' EioTsfoNAL Pacific Northwest Engineering Inc. 4924 109th St. SW, Suite C Lakewood, WA 98499-3773 Phone(253) 682-2850 Fax(253) 682-2851 Page 1 of 2 P•l(`I IFNTC IR(`7AAC.\AINfI)AAA MUfl 1AAA/I 1AIIA\IPFI 11_0_AO FfIAI PF\/AT f1F(`KC AM • • • .. • a / MAX 36" / 4 iz 4, m _1 0 ro0 u 0 , z `J D co " 0 D Z r D - / 8„ / --1 h rr° - bd m boa //‘ m Q, "IN' q1II=1II=1IIp III ;, <,. � 11III=III=1I1= 4 III—III—III—III— b'-�� •t —III—III=1 I_IIII , ,; .t ,. III—I I 1IIII 11= �� —II1=II8I1-1II )4 IIII I i—III111= ��' O(=111=111=111=iyi 11 1 51111-111=111 11 I PI I I1 1111 I, n3 1=10 oa EH z —i bd x 0 z —i c m 0 to 0 D �7 7 ° 0 0 —1 (--) r P D -) M70 D ed C —I t� C oD mil0 Xo —i £ m Z S -< I— d 0 0 0 3 -T'1 D bd rn a D iC7 7:1 D f Page 2 of 2 RESUBMITTED GeoResources, LLC lc -0 > -u Jut_ 142009 fil(1) ovM Ph 253-896-1011 5007 Pacc Hwy. E.,Suite 20 m m Fx 253-896-2633 CITY OF FEDERAL WAY Fife, Washington 98424-2649 n N BUILDING DEPT. c.n • to • A toA July 13, 2009 (40 02 co m -n5o' 1,4 Bridge Built Homes o co PO Box 99218 9 o Tacoma,Washington 98499 3" 0 (253) 582-4455 -o'11 (253) 984-6675 fax m Attn: Mr. Chris Bridge Engineered Plan Proposed Single Family Residence 2854 SW 300m Place Federal Way,Washington PN: 4166600170 Prop: BBH.SW300PI.DrnR TIR Section #1: Project Overview We are pleased to submit this engineered plan for the construction of a single family residence to be located at 2854 SW 300m Place in Federal Way Washington, as shown on the attached Site Vicinity Map, Figure 1. The parcel is rectangular shaped and is bounded by developed residential properties on the south, west and east sides and by the Puget Sound on the north. Access to the site is via SW 300m Place. The area to be developed is gently sloping with less than 20 feet of elevation change, and slopes gently down from the south to north towards Puget Sound. The proposed residence and detached garage will be situated in the middle portion of the lot. The parcel is rectangular in shape and is approximately 250 feet long and is 120 feet in width and encompasses approximately 0.7 acres. Access to the site will be via an new driveway approach from SW 300th Place. Since the site is located adjacent to Puget Sound infiltration is not required for the project. Instead the site will utilize and existing 18 inch concrete storm line to provide direct discharge into Puget Sound. This Technical Information Report, (TIR) in conjunction with the provided plans, is intended to address the minimum requirements of the King County Stormwater Management Manual (SWMM) as adopted by the City of Federal Way. TIR Section #2: Conditions and Requirements Summary The project includes the construction of a single family residence and detached garage located within a existing lot of record. Because the proposed development will consist of more than 10,000sqft of new impervious surface the project is required to meet the requirements of "Full Drainage Review" under the KCSWDM. TIR Section #3: Offsite Analysis The project will utilize direct discharge to Puget Sound for controlling stormwater runoff. As stated above, the property is bounded by developed residential properties on the BBH.SW300PI.DmR July 13,2009 Page 2 south, west and east sides and by Puget Sound on the north developed residential lots on all four sides. On the site is an 18 inch concrete culvert which conveys off-site flow from SW 300th Place to a man-made pond located approximately 100 feet north of SW 300th Place. The pond is drained by another 18 inch concrete culvert which conveys the flow to Puget Sound discharging through an existing concrete bulkhead and onto the beach. At the time of our site visit the outlet of the culvert was partially buried by beach gravel. A condition that likely fluctuates with tide, storm events and seasons. There were no signs of erosion or undermining of the beach at the storm outfall location. TIR Section #4: Flow Control and Water Quality Facility Analysis and Design As mentioned the site will direct discharge to Puget Sound therefore flow control is not required. A portion of the pond will be filled in and a shallow drainage swale will be created to convey drainage from the south culvert to the north culvert. The drainage swale has been sized to meet or exceed the size of the existing swale that currently drains through the pond. Water quality is addressed by the use of a 12-foot long filter strip along the edge of the driveway prior to entering into the drainage swale and being conveyed into the Sound. No other water quality is warranted for this project. TIR Section #5: Conveyance System Analysis and Design Driveway drainage will be sheet flowed through the site. Roof drainage will be conveyed through the use of typical gutters and downspouts which will be collected by a • perimeter pipe consisting of a either a 4-inch PVC pipe at a minimum slope of 0.02ft/ft or a 6- inch PVC at a minimum slope of 0.010 ft/ft. A 4-inch PVC pipe at a slope of 0.02 ft/ft has a capacity of 0.25cfs while a 6-inch PVC pipe flowing full at that slope has a capacity of 0.56 cfs. Given the amount of impervious area draining through the roof drain tightline either line will have sufficient capacity to convey the flow. TIR Section#6: Special Reports and Studies • A soils report is not required since infiltration is not being proposed. No other reports or studies have been required for this project. TIR Section #7: Other Permits A typical residential building permit will be required, for construction of the residence and detached structures we do not anticipate that any other permits will be required. TIR Section #8: CSWPPP Analysis and Design Typical erosion control measures have been shown on the engineered plan (sheets C1 —C2). The site is currently developed with a residence, detached garage and typical landscaping grasses and shrubs. The existing buildings will be removed and the site will be largely re-landscaped. Given the relative flatness of the lot and the near surface soils chance of erosion from leaving the site is minimal. While we have shown a silt fence along the down slope portions of the clearing limits, it is our opinion that little surface runoff will leave the site uncontrolled and that this will be adequate erosion protection for the site. Surface areas that are cleared are expected to be seeded or landscaped shortly after they have been cleared further minimizing the chance for erosion. In our opinion the plans as prepared are adequate for a project of this nature. TIR Section #9: Bond Quantities, Facility Summaries and Declaration of Covenant - N/A BBH.SW300PI.DrnR July 13,2009 Page 3 TIR Section #10: Operations and Maintenance Manual N/A We appreciate the opportunity to be of service on this project. Should you have need of additional information or services please call. Respectfully submitted, GeoResources, LLC C. tilt. GLEN. c aye of• rfo, 10? co '413 ! ge, O 33718 a \Engin ring logis! GISTS �� \ i�, 925 4- ssIo AL VG A',see KEITH SCOTT SCHEMBS Glen Coad,PE Keith S Schembs, LEG Principal Principal WGC:KS5:wgc DocID:BBH.SW300PI.DmR Attachments Figure 1 -Site Vicinity Map Figure 2-TIR Worksheets Figure 3-Basin Map +,y1- ,off%. i k t` 3Yi'i,,°3 'A q. • •• ' .d '`- . ! . ' ` f fi ,y ,4 t ,C ,,,, „1p i s ti s;� "f � "4rx�' es ' r i "^ ,f'w k #, 4, !" "x,, �"' v , b�" [tr3,,� wm r- e� ,,,, `'JS'.xx a," ..w .r&" ,::: ."«r�a„ :" .r , o e"b f fe "':;". Jier r a � � ti. a w 'k r „`-,,' F�fi, ',, ,,, 4 3 v sip e,, ,, ' - a 10- 70fAILly u' ° lcliti°A1iiQit: ell�1 � 4,1/ rg ' ' ' 4 , Air . i .__ �� Ns a ill '',4 � L1�1 �[i •; • 'a X L1, rim.jjJj f �1 �i 1 a — , :. V � ' ,�� ( y ; i90 to, ■ I' rif. Ii � .som c ,• war k+ u /1 �r . .!, ,HF4 1 gig' - qq / J 'Ilion." ti‘ .�„ ,� �f yp0 �� - '► yam.y�+ t' • A. ii, VIW AiK * , vim) . � �IEr?Ili?. •:..7�1 �► Maps • 005 TBomaa Bros. Approximate Site Location ow t: S Not to Scale Site Vicinity Map GeoResources, LLC Bessler Residence 5007 Pacific Highway East, Suite 20 2854 SW 300th Places Fife,Washington 98424 • Phone: 253-896-1011 Federal Way, Washington Fax: 253-896-2633 File: BBH.SW300thPlace July 2009 Figure 1 Figure 2 T.I.R. Information Worksheets KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND Part 2 PROJECT LOCATION AND PROJECT ENGINEER DESCRIPTION Project Owner 'S4 f r < I v i tt 1 bo1 '-5 Project Name o S,'4a.^•c( 5 .SSIa�. Phone 3.\ 'N SS DDES Permit# Address 'Po 11oh,G ctq 2.t 8 Location Township ' p Range Project Engineer G 1 e..— C.o Section Company (9e.o 4g,e,S0v0-Ges Site Address,2$S4( 5k) S41,o14-''fk Phone (25/\ Set C -1011 T PEE F{�E IIT APPLICATION �� a V E WS AND PER ❑ Landuse Services ❑ DFW HPA ❑ Shoreline Subslivison / Short Subd. / UPD ❑ COE 404 Management Building Service ❑ DOE Dam Safety ❑ Structural M/F/Commerical / SFR RockeryNault/ ❑ Clearingand Gr ❑ FEMA Floodplain g ❑ ESA Section 7 U Right-of-Way Use El COE Wetlands ❑ Other El Other Technical Informati. • -eport Site Improvement Plan (Engr. Plans) Type of Drainage Review er, / Targeted / Type(circle one): gr I Modified / (circle): arge Site mall Site Date(include revision 113/04, Date(include revision dates): dates): Date of Final: Date of Final: sue; x �T � z3"H � �r` � �11.J I'iy ✓ �.3 E r',. E d" z s `.�� ," y.',. ;�y ; xE..:: Type(circle one): Standard / Complex / Preapplication / Experimental/ Blanket Description: (include conditions in TIR Section 2) 1)f a4 Date of Approval: 2005 Surface Water Design Manual 1/1/05 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET . Part 7 MONITORING REQUIREMENTS Monitoring Required: Yes / Describe: Start Date: Completion Date: Part 8 `SITE COMMUMIT I AND I I NA(GE>BA IN Community Plan : 1J/A Special District Overlays: Drainage Basin: Stormwater Requirements: NSCf A S1440. TT U River/Stream ❑ Steep Slope ❑ Lake U Erosion Hazard ❑ Wetlands U Landslide Hazard EA/Closed Depression ❑ Coal Mine Hazard I Floodplain Lo�S}� U Seismic Hazard U Other U Habitat Protection �� 'i'+TO��` ��` �, �, gg�� ra l�s 6�q�� '� z x �C x '� ��.::� s,° 'lKi'✓5 r s.. y�� f T�� Soil Type Slopes Erosion Potential urnk rt Sjig�n'�` Sligkf ❑ High Groundwater Table(within 5 feet) ❑ Sole Source Aquifer U Other U Seeps/Springs ❑ Additional Sheets Attached 2005 Surface Water Design Manual 1/1/05 2 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT ❑ Core 2—Offsite Analysis ❑ Sensitive/Critical Areas ❑ SEPA ❑ Other ❑ Additional Sheets Attached Part 12 .T R SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Threshold Discharge Area: (name or description) Core Requirements(all 8 apply) Discharge at Natural Location Number of Natural Discharge Locations: I Offsite Analysis Level: 1 / 2 / 3 dated: Flow Control Small�/� Level:Site 1BMPs/ 2 / 3 or Exemption Number (incl.facility summary sheet Conveyance System Spill containment located at: /A Erosion and Sediment Control ESC Site Supervisor: Q nit fri+;li Contact Phone(2.5 .1 SSQ Ki(SS After Hours Phone: Maintenance and Operation Responsibility: ''/ Public If Private, Maintenance L.- 'equired: Yes / lo) Financial Guarantees and Provided: Yes / Liability Water Quality Type: Basic / Sens. Lake / Enhanced Basicm / Bog (include facility summary sheet) or Exemption No. Landscape Management Plan: Yes / No) Special Requirements(as applicable) Area Specific Drainage Type: CDA/SDO/MDP/BP/LMP/Shared Fac./None Requirements Name: Floodplain/Floodway Delineation Type: Major / Minor / Exemption / None 100-year Base Flood Elevation(or range): Datum: Flood Protection Facilities Describe: Source Control Describe landuse: (comm./industrial landuse) { Describe any structural controls: 2005 Surface Water Design Manual 1/1/05 3 ICING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Oil Control High-use Site: Yes / No Treatment BMP: Maintenance Agreement: Yes / No with whom? Other Drainage Structures Describe: Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION ,,---,,//Clearing Limits Stabilize Exposed Surfaces gover Measures aRemove and Restore Temporary ESC Facilities Perimeter Protection ErClean and Remove All Silt and Debris Ensure CI Traffic Area Stabilization Operation of Permanent Facilities El Sediment Retention ElFlag Limits of SAO and open space preservation areas La/Surface Water Control El Other ❑ Dust Control Lar Construction Sequence Part 14 ISTORMWATER FACILITY DESCRIPTIONS (Note:Indude Facility Summary and Sketch'' Flow Controll-41 Type/Description Water Quality Type/Description ❑ Detention ❑ Biofiltration ❑ Infiltration ❑ Wetpool ❑ Regional Facility ❑ Media Filtration U Shared Facility ❑ Oil Control ❑ Small Site BMPs ❑ Spill Control ❑ Other ❑ Small Site BMPs ❑ Other 2005 Surface Water Design Manual 1/1/05 4 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS ❑ Drainage Easement ❑ Cast in Place Vault ❑ Access Easement ❑ Retaining Wall ❑ Native Growth Protection Covenant ❑ Rockery>4' High ❑ Tract ❑ Structural on Steep Slope ❑ Other ❑ Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I,or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the the echnical Information Report. To the best of my knowledge the information provid is a rate. 7//I/o? Signed/Date I 2005 Surface Water Design Manual 1/1/05 5 .'. .* RECEIVE') Q4.. - IL. L - ' APR 2 4 2009 PERMIT 0 MP CO ME EL PL DE EN FP PeI' fLM•PAXA$/ !m A / ATI O N . 5 / 8 I X53d3�?601 ? O , OF FED Then fotfowtug is ;�-an incomplete application mill not be a oe ped. Please print legibly lin bek)or • PROPERTY INFOR',I.ITION errs ADDRESS 285 4 w _rxP PL. F Writ' 9 ti`a S sons/mar# ASSESSOR'S TAX/PARCEL# 4. Ig_ A_- _a_L L e_, LOT SIZEr!(s� LEGAL DESCRIPTION(e.g.Acme Bs ,Lot 1J p MI PROJECT INFORMATION TYPE OF PERMIT AINBUILDINO $.PLC eiMIL )1B-DIEIOSIIION yrIZECTRICAL 0 BWOUIESWRIG a FIRE PREVENTION STET= PROJECT DESCRIPTION(Provide detailed description of work included on this hermit adu) - rlEw e,e.. !0 q R0 56).14 (4ou se "7' CZisi so"to K;s.Rd d ae ...f 1(o 1'1 .2, Ceua t,fi d di ck +. (i1b A i a,i-a s .. PL- -- . V PROJECT NAIL(Name of f or Owner L]e$s 'e r • PEOPLE INFORMATIO'1 OWNERPROPERTY NAME �GZT !4- t.ti'GAGE ElESSLEg. ( 153 27 -21.28 MARINO ADDRESS CRY,STATE.ZIP E-MAIL to2o3 v4A-w Teo►-1/4; . Tee_.t4. -rAta«,a,t ,/k,/4-. 984.,a CONTRACTOR COMPANY NAME APPLICANT NAME OPPECE PHONE GG. tat t.T HautSS Colic of 0't 1 18 CITY.STATCl' .t:.C1:. (N'.sLL )) tog( -C3 2T MAILING 90• ,� 992►: • u ski .... wA• R�l�(# ( ass) Logi -02,2.3 CRY OP MORAL WAY BUSINESS LICENSENUMBER B�ATION TE PAX NUMBER C0N BacTo liTi !ltATtORBQU {B OHM (� �� t,�7S ,ate - � ,abS14. 25g Q?c___ 91(4201 o tow sr oc c, .t4Er"1 APPLICANT COMPANY NAME APPLICANT NAME OPPICE PHONE bC£•1 ` ,trig PizkieEs Cb A41.1. - s 124-7. (253 ) thi9( - 0323 MAILING ADDRESS CRY.STATE.ZIP CELL PHONE LS RELATIONSHIP TO PROJECT FAX NUMBER 9( - O3 a Architect a Tenant a Agent DDOmar Cow .1 i&- (2-s3 ) 9a4 -., err PROJECT NAME PRIMARY PHONE EMAIL ADDRESS CONTACT (U-' ") ( ) - LENDER —./)' lIAILINO1tDDRE33A /1..e `- Per Lender 29.27.09St Lender Wonfterlion is rardred 4f project masa a ases&=5,000 CRY.STATE,ZIP PHONE ( ) - • DETAILED BUILDING INFORMATION EXISTING USE SF IL- PROPOSED USE s Fa. EXI8TUPG ASSESSED/APPRAISED VALUE$ VALUE OF PROPOSED WORK $ 1)100.at SPRINKLERED BUILDING? a YES kl.NO FIRE SUPPRESSION SYSTEM PRO• • z 1',,/R , :: :�. YES b.NO WATER SERVICE PROVIDER a LAKEHAVEN a HIGHLINE ACO a PRIVATE(WELL) SEWER SERVICE PROVIDER( gust 0 MGM= a PRIVATE(SEPTIC) F. a t PROJECT FLOOR AREAS AREA DESCRIPTION EXISTING. PROPOSED TOTAL' f BASEMENT SQ.FT. SQ.FT. SQ.PT. FIRST i 2$r/fit.wi',a. SECOND , � 7 110 THIRD q$"i -.: 4Li WON ADDITIONAL FLOORS(DESCRIBE) DECK($COVERED OR 0 UNCOVERED?) 1 l0'1? GARAGE JELCARPORT ❑ ) '�p- NUMBER OF FLOORS 1"sO r1O'1 /MA' :onucaehemase► Lao�eeweasar z s► t "NSW HOMES ONLY" NUMBER OF BEDROO ,c_ ESTIMATED SELLING PRI 1 m i hrtdioate number of oath type of facture to be installed or relocated as part of this project Do not include existing fixtures to remain. ItICRiRIC r_ Value of Medranical Work$ 22I L10-4A (A COPY OP BID OR ESTIMATE MUST BE INCLUDED WITH APPLICATION) 2- AIR HANDLING UNITS EVAPORATIVE COOLERS V GAS PIPS OUTLETS WOOD.4TOVES --L. BBQS FANS i GAS WATER HEATERS MISC(Describe) BOILERS 4 FIREPLACE INSERTS ( HOODS akmaireks COMPRESSORS 9 FURNACES ( RANGES DUCTS GAS LOG SETS REPRIG.SYSTEMS PLUILNING 3 BATHTUBS Petri n.wrc.sb 7 LAVE ahlbsinnUnkst URINALS MISC(Describe) 1 DISHWASHERS RAINWATER SYST VACUUM BREAKERS DRINKING FOUNTAINS 3 SHOWER.StI-t3c1'• 5 WATER CLOSETS(rwra ELEC RIC WATER HEATERS 2 SINKS t WASHING MACHINES HOSE BIBS SUMPS SIGNATURE I muter j r wader penalty epode,'that tam the p.epe tg oewur or author s d agent o f the property knowledge,the t r ormattoa submitted hr support of this permit application is true and correct.I that owner. 'a that to all best of mg applicable Mg qf ramose�a per regulations taining to the mark aatherised bg tee Issuance of a p m does not I �arsta nd that issuance of this permit napalmed/Hy/Or/Or compliance with load,seated,or federal late t f urther agree to hold harmless the City qr/1rdval Wag as to tong awn lbeatadtngses,an or r es n and defense of such Mabry may on which m be made by tag person,including the attonrogr ' +incurred In the where such claim arises out of the rename*of tea city,including its officers and and filed the against brtjb!who city,but anio that dip as apart of ads application. ° + that aomm+acR ofw�tOre supplied is SIGNATURE` C A lijw_ 2.�6amer�a.. Authorised Asnnty. . cc�Mpgw}� DATE &I 12.i,d�'( Properly • VOW a ADDITION a ALTERATION a REPAIR a TENANT IMPROVE BUILDING SHELL ONLY? a YES NO r BASIC PLAN? a YES ol0 ZONING DESIGNATION S ' ,a_ SF�j CHANGE OF USE? a YES 100 NEW ADDRESS REQUIRED? a YES IANO UP4 E'1 1111? a NO PLATTED LOT? _YES a NO . _DEMO PERMI?REQUIRED? a NO i Bulletin#100—January 1,2009 Page 2 of 4 k1E[andoutsTermit Aoolication 41-',..j • , ` 2 / - ,...e \ , ,„L, . .., r , yy��-.,',.if"::'''', ,3:-...-.' , ..„....„0--N r: ; ; \ .„ ''''" ,.., ., 1 41.,- { ,,,,,,,..4.0i fit„ I � " .1'�", Y {,fs y .� xT �`� ..lam` do .p{ �F . of.rXa1' _ Y. t2 A• • ,. .... et ' � +°t r 0 h` _""'� " ;: tl I_ z ._. _ ? j ,i 'fir_ P 1 - , yct 'r :3 '':•" 'a' 6 ' 4'4. � k sb. ilia ky rx __.__ c • .. M f ti NTS Basin Map GeoResources, LLC Bessler Residence 5007 Pacific Highway East, Suite 20 2854 SW 300t" Places Fife, Washington 98424 • Phone: 253 896 1011 Federal Way, Washington Fax: 253-896-2633 File: BBH.SW300thPlace July 2009 Figure 3 Oddge Bullf Homes Tacoma, WA "M P Y seY :s 3 4 i � i Approved numbers r addresses shall b a provided' for all hew buildings in such a • position ds to'plainly'visible andlegible, fry m the 'street or road fronting the , ,property (i 321.) OF FEDERAL WAy OD ^ ThereON Leo' CrTy CDS r t deviations t r in LO t v . otherwise tFederalLO Way Building 4 milly residential development ® • �Pdor To Any Site Work shall maintalla a minimum setback r a�, toerosion controlstaffor -site 00 ill�. r , evaluation itcontractor/builder' t discuss site CD behind the stringline setback or 5b ° r d , �r• serosion,control issues. s,�feet from the ordinary high,wa"ter . �- , t inspection, _r st lime 253-835..3050 to mark, whichever is greater (FWRC A schedule. For questions re arding, inspec [ion call LO 0� • Curt fa 2 5.E 2 , • Build050 (4)(c)(0). Prb to Final ^ r , \LU Final,bgjn§p�gc ion E � Q R a The it ei t stria re �� . t. \ . may not exceed 3.0' above average building E\q Sk tj 0 elevation.,, e that, if t e structureisE% within 2'-of the maximum height allowed (28' grea ter), icy i. requires t sure r .� prepared state s r s I .. 4A height.s r i t it7,77 ., t r IC i t a` PRIOR t r truss installation. a \ p linessetbacks. t 1 ; placement tstructure p p p t rig this permit, pk¢R Cyr 'i},C�*` 1 ` ® ` AM or .yea.�.s®wrr..._.®..._..._..�..._,...�. , ....«r..,....a r P .. ` R t ate' ` \ v i • top lam • `�°'fig �' \ �'� • e LLJ rt woo a, • asPRIVEW Wit ® \ ,. r • PECTION i la 1 1 J l '4 LOT r, t T .♦- r " BUILDINGS° 12A, w 1 q ,Y� DRIVEWAYS 1 r a ` G. 10 f�Ro �f —�K P3. r� tip. 'ION D REVIS • • • r 1 ° r , DRIVEWAY�-' • ` { q • , 1 SHEET NUMBER - SITIF ELM, S I T�E' V. 3uub La n Y t ® OF ® to r -� > -o 1 N SCALE.. l �t Oa" _. assumes n lie ilitt� ,g i a <<' Cn ry LEGAL DESCRIPTION: r n in , ur i s i site, Information . , C� --� cn (lot ., . s All site informations,:l . u supplied 14, L i�10 - SEE ATTACHED and s ll their r s nsi ilit n if " 00 W 4 LA II inFormation priortconstruction. CE CITY OF FEDERAL WAY KIM CMM WASHMTMc � '� � ELANcn. { - �co fi ED n-, 1�1,1""] wm . a B z , 4 ( A e Ma ppI j • - 'Y K