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12-101640
City of Federal Way Community & Econ. Dev. Services 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835-2609 { !! Y Project Name: CASEY Project Address: 3112 SW 300TH PL Building--'Singl Fawily Permit #: 12 -101640 -00 -SF Inspection Request Line: (253) 835-3050 Parcel Number: 416710 0330 Project Description: ADD - Addition and remodel to single family residence. Includes plumbing & mechanical. Owner Auolicant Contractor Lender JOHN & KIM CASEY JAY VOLZ OWNER IS CONTRACTOR OWNER IS LENDER PO BOX 140 BERNIE BAKER ARCHITECT Occupancy # I - Class.............................................R-3 KENT WA 98035 5571 WELFARE AVE NE New / Additional- Sq. Feet - Total.......................... 765 Occupancy # 1 - Use ............................................... BAINBRIDGE ISLAND WA 98110 Zoning Designation ................................................ RS 7.2 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- oadFloor New / Additional Sq. Feet - Garage.......................0 FloorAreas . ft. 0 0 0 0 Additional Permit information New / Additional Sq. Feet - 1 st Floor .................... 202 New / Additional Sq. Feet - 2nd Floor ........ .......... 444 New / Additional Sq. Feet - 3rd Floor....................0 New / Additional Sq. Feet - Basement ................... 0 Occupancy # 1 - Construction Type ........................Type V - B New / Additional Sq. Feet - Deck .......................... 0 New / Additional Sq. Feet - Garage.......................0 Mechanical to be Included? .................................... Yes Occupancy # I - Class.............................................R-3 New / Additional Sq. Feet - Other .......................... 119 Plumbing to be Included?.......................................Yes New / Additional- Sq. Feet - Total.......................... 765 Occupancy # 1 - Use ............................................... Residence (1 or 2 Zoning Designation ................................................ RS 7.2 family) Mechanical Fixtures' Ducting........................................... 1 Fans................................................ 4' Gas Piping ...................................... 1 Gas Pipe Outlets ............................. 2 Plumbing Fixture;ir Bathtubs ......................................... 1 Lavatories.................... 1 Showers..................... 1 .................... .................... Water Closets ................................. 1 CONDITIONS: 1)An approved automatic fire sprinkler system is required. No framing inspection until the sprinkler system is installed and approved 2)Tie new roof downspouts into existing drainage system. PERMIT EXPIRES Monday, November 19, 2012 ' • Permit Issued on Wednesday, May 23, 2012 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 w the laws, rules and regulations of the State of Washington and the �ty of Federal Way. Owner or agent: C Date: _ ,) r CITY OF F6deral Way THIS CARD IS TO REMAIN ON -SIVE r . Construction Inspection Record INSPECTION REQUESTS: (253) 835-3050 PERMIT #: 12 -101640 -00 -SF f Address: 3112 SW 300TH PL Project: JOHN & KIM CASEY FEDERAL WAY, WA 98023-2328 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) 0, Initial Erosion Control (4365) Footings/Setback (4110) Approved To be done prior to breaking ground Approved to place concrete By „ Date -� By j.. Date y By Date (v 5 ' (1✓ Foundation Wall (4115) Drainage/Downspout (4040) Plumbing Groundwork (4190) By Approved to place concrete By Approved to backfill By Approved to cover By �/ Date ' 114f � — y Date74 By Date Slab/Concrete Floor (4255) nderfloor Framing (4285) Floor Sheathing (4105) Approved to place concrete Approved to sheath floor Approved to install flooring By Date By 0. Date Date (&)6—t7Z Shear Walls (4245) Roof Sheathing (4220) Rough Plumbing (4230) Approved to install siding Approved to install roofing Approved By Date _ L— Date 7 0& y Date / 0 Mechanical Rough -in (4165) Gas Piping (4125) Fire/Draft Stops (4095) Approved Approved to release test Approved B Date --ZZ B�'� Date l' _ 2_ ��� By V-44 Date t 2_f w Interim Erosion Control (4370) El Framing 4120 (ulate ) Prior to scheduling a Framing inspection; Approved Electrical, Plumbing & Mechanical Rough -in and Approved togi By Date Fire/Draft Stop inspections must be signed -off and By Date approved. IBC 109.3.4 Insulation (4150) Gypsum Wallboard Nailing (4130) Final Erosion Control (4375) Approved to install wallboard Approved to install mud & tape Approved By Date I2 lU By r' 7 Date 12. U , By Date Final - Mechanical (4065) Final - Plumbing (4075) Final - Building (4050) Approved Approved Approved By lJ Date 1L s By GW Date (� .�� ��S By Date 9• Rough Electrical Approved Final Electrical Approved Right of Way Approved By Date By Date By Date DATE INSPECTOR AREA ANDTYPE OF INSPECT16N 1e- -J2 S S Qom- ' dL I J// 1 a b r c t eff ok- vlt►- b ' ,5-� e,,4 �Al r — G _ r 6; 0G7 7., l2 t� �3 V� Pwr�,�al Pass �aw��n - 13�cdvao� Vu-s-h� 6G..�-ft �-d 'FOuW oJ4 4-o iVtsk(,t . Nc -, See -6 5+w�vw -6 4vt qv,. AA/ Nhe4 0 141 Cnw . w� '�� tWA0 - S;+Vt eow I�.I..� . 1�OF Federal Way Building Division 33325 Eighth Avenue South Federal Way, WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: -1-4 1 PERMIT#: IF YOU HAVE QUESTIONS CALL (253)835- WHEN 253)835- 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 At Federal Way CITY Building Division 33325 Eighth Avenue South Federal Way, WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: 3 1 t'4- '3 PERMIT#:Y Qs G—o r6 IF YOU HAVE QUESTIONS CALL (253) 835 - 11, I !)_ 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 AOL I Mail Toolbar I Makci AOL My 114me Page Sponsored Links Veterans Administration Today's Top Stock Pick LifeLock® Official Site 2.05% Fixed Rate VA Loan Refinance. As Hot Company Set to Capitalize on $60 Billion UltimateTM from LifeLock Keeps you Seen On Military & Fox! Industry --Learn More! Protected. Learn More. VeteranLoanAdministration.com www.OTCStockPick.com LifeLock.com jandkcasey Sian Out Check tail Compose Search the Web Search cnnanc d by .................... ......... Search R p Reply All? Forward i Mark Unread'. `Actions ? 4 G t Delet ? Sp _ ............. gall FW S d ' f MX111 N Today on AOL New Mail Old Mail Drafts (11) Sent Spam (6) Recently Deleted Saved Chats Contacts Calendar My Folders Manage Fode-s canne Image 1%J111-5 From: Jahn Casey <JCasey@curranfirm.com> To: jandkcasey <jandkcasey@aol.corn> Date: V%fed_ Mar 20, 2013 8.33 am copier._20130320_102111. pdf KKC, attached are Ralph's talcs on the steel beams over kitchen. The first 5 pages are his 8/1/12 memo that laid out how we could use either 7 1/4" high microlam LVL beams or 7 1/4" high rigidlam LVL beams at either 12" or 16" on centers (O.C,). That is what we were going to do until we realized that that would lift the floor height almost 2" and put a bump upwards in center of Cat's newBR, so we had to find a beam that would fit within the existing ceiling joist height, which is 5 1/2". I asked him about steel and he provided the talcs that are on pages 6-7 attached. We were in a hurry because we had TMP's boys coming, so I took his notes and ordered the steel, which is 4 x 7.25 steel channel. He told me to space the steel at 12" O.C. and use Simpson 1/4" by 2 3/8" screws at 24" O.C. into the 2 x 6's, which we did. There should be no mystery about this, it was all very simple. Buy a link here Shortcuts ( Settings ( Help A.ccessibie'Version I Standard Version j Terms w Service Privacy Pd.cy About Our Ads Shortcuts O 2013 AOL Inc. Ail P. ohts Reserved -� e-In"l`', "S �%' YMIYi.�wiYWiM �-'J- _.`�'ii ®GaFiFRFF•-""•�•••` G)4X F�) /Z." - Z. i -, (A g z o e: t t_ rte L � l_.44. " � �..± - .��.-\dam : l J ti -S✓ t p G� W c� -� CA +�.s t 1,3 Lk 0 U - L Cs" --' LA 25954 130TH PLACE E R. HORN ASSOCIATES KENT, WA 98 64-5102 HO E/ 5102 631-5353 Vt LM'Forte SOLUTIONS REPORT Levet, Floor: Joist PASSED S*ftwo" Current Solution:: 2 plece(s) 13/411 x 7 1/4" 2.0E Microllam@ LVL @ 16" OC Overall Length: 16' Ro a wow. +10d common Z - Face Mount Hanger LU546 NIA gap, 4-10d common 0 System :Floor Member Type: Joist 13W.ding Use: Residentiai Building Code: IBC Design Methodology &L The purpose of this report is for product comparison only. Load and support Information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. . . . . . . .. . . 7 7 .... .. .. .. . . . . . . Ralph Ham R. Horn Associates (253)631-5353 713112012 3:15:46 PM il-evel Forts v3.0, Design Engine: V5.4.3.2 Page 1 of 1 o Member Reaction (lbs) 418 0 2 1/2* 2835 Passed (15%) Shear Obs) 3810 156 11/4" 4821 Passed (8%) 1.00 Moment (Ft -lbs) 1602 0 7' 111/2" 7399 Passed (22%) 1.00 Live Load Deft. (in) 20 50 7' 11 0. 1/2. 0.517 Passed OL Wfl) Total Lead Deft. (in) 0. 27 3 0 r 11 1/2* 0.775 Passed (L/681) U-Prol pating 40 40 Passed Ro a wow. +10d common Z - Face Mount Hanger LU546 NIA gap, 4-10d common 0 System :Floor Member Type: Joist 13W.ding Use: Residentiai Building Code: IBC Design Methodology &L The purpose of this report is for product comparison only. Load and support Information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. . . . . . . .. . . 7 7 .... .. .. .. . . . . . . Ralph Ham R. Horn Associates (253)631-5353 713112012 3:15:46 PM il-evel Forts v3.0, Design Engine: V5.4.3.2 Page 1 of 1 V1 ;, ' Fvrte MEMBER REPORT Levet, Floor. Joist Software 2 pieces) 13/4" x 7 1/4" 2.0E Microllam@ LVL" 0 12" OC Overall Length: 16' ... .............:... II 07 All Dimensions Are Horizontal; Drawing is Conceptual PASSED �J 0 p,,, :i�lafUAlla'.`.'liif::'%:::i::':<;. _'?.i ;:iz'1:17 sig .. i:#:Qidfi�• itt#[n `:;i Member Reaction (lbs) 313 0 2 1/2" 2835 Passed (11%) -- 1.0 D +_1.0 L (All Spans) Shear (Ibs) 266 0 1.9 11/4" 4821 Passed (6%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 12010 7' 111/2" 7399 Passed 16% 1.00 1.0 D + 1.0 L (Ail Spans Live Load Defl. On 0.159 @ 7' 111/2- 0.517 Passed (1/999+) -- 1.0 D + 1.0 L (AAl Spans) Total Load Defl. (in) 0,212 0 7' 111/2" 0.775 Passed L/879 110 D + 1.0 L (All Spans TJ Pro'" Rating 46 40 h Passed • Deflection criteria: LL (1.1360) and TL (1.1240). Gracing (Lu): All compression edges (top and bottom) must be braced at 15' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A 4% increase In the moment capacity has bean added to account for repetRlve member usage. Reawn products must maintain manufacturing stamps. • A structural analysis of the deck has not been performed. Deflectlon analysis is based on composite action with a single layer of 23/32" itevele Edge Panel (24" Span Rating) that is glued and nailed down. Additional considerations for the TI -Pro"" Rating include: bridging or blacking at max. IT o.c.. . Ren Board is assumed to carry all bads applied directly above it, bypassing the member being designed. • At hanger supports, the Total Bear'ng dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional Information and/or requirements. System : Floor Member Type: Joist, Building Use: Residential Building Code: IBC Design Methodology: ASD .:.:::5^s5:.?F.:¢In. .:: ftf�OC:`S( ll .:.,,:.Ga; if1,f17ifY„1•'Qti�k - _ 2 - Face Mount Hanger LUS46 2.00' NIA 4-10d common 4-10d common CASEY F/3 OVER IGTCHEN .. - .. -.. Level warrants teat the sizing of its products will be in accordarce with iLevel product dasign criteria and published design values, iLevel expressly disclaims any other warranties related to the software. Refer to current iLevel IP.erature for installation detalls (wwwAl-evel.mm) Accessories (Rim Board, Sloddng Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, !wilder or framer is responsible to assure that this calculation is campatble with the overall project iLevel products manufactured at Weyerhaeuser facilites are third -party certified to s mainable forestry standards The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Ralph Horn R. Horn Associates (253) e31.5M hrj' 84q.com 1 t!SIAi�401.£ rCmRi:ST%Y n�rri TiV£ 7/31 /2012 3:17:48 PM iLevel Forte v3.0, Design Engine: V5.4.3.2 Page 1 of 1 R. Horn Associates PO BOX 5102 Kent, WA 98064 Phone/Fax 253-631-5353 BeamCh&ky2007 #censed to: Ralph Horn Reg # 8111 -?795 CASEY 2ND FLR JST OVER KIT Prepared by: RJH Date: 7121/12 Selection 3-1/2x 7-1/4 2.0E RFP Rigidt-am LVL @ 16 in oc Lu = 0.0 Ft Conditions NDS 2005, Repetitive Use Data Attributes Actual Critical Status Ratio Values Adjustments Loads Min hearing Area K -i= u. r In` Kt e= u.( In- (1.5) UL Ueti= U.13 In O Beam Span 16.0 ft Reaction 1 LL 427 # Reaction 2 LL 427 # Beam Wt per ft 0 # Reaction 1 TL 533 # Reaction 2 TL 533 # Bm Wt Included 0 # Maximum V 533 # Max Moment 2133'# Max V (Reduced) 493 # TL Max Deft L / 240 TL Actual Deft L 1395 LL Max Defl L / 360 LL Actual Deft L/544 Section W Shear in' TL Defl in LL DO 30.66 25.38 0.49 35 7.97 2.59 0.80 0.53 OK OK, OK OK 26% 10% 61% 66% Unitorm LL: 53 Uniform TL: 67 =A Uniform Load A 0 R1 = 533 R2 = 533 SPAN = 16 FT Uniform and partial: uniform loads are lbs per lineal ft. t ro sI I-V(psi) E si x mit Fc(psi) Reference Values 2900 285 2.0 750 Adiusted Values 3212 285 2.0 750 CF Size Factor 1.065 Cd Duration 1.00 1.00 Cr Repetitive 1.04 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Unitorm LL: 53 Uniform TL: 67 =A Uniform Load A 0 R1 = 533 R2 = 533 SPAN = 16 FT Uniform and partial: uniform loads are lbs per lineal ft. t R. Horn Associates PO BOX 5102 Kent, WA 98064 Phone/Fax 253-631-5353 BeamChek v2007 licensed to: Ralph Horn Reg # 8111-1795 CASEY UPR FLR JOIST ON KIT FIR Date: 8/29/12 Selection C 4x 7.25 36 ksi Steel Cha el 17 CD ez— Lateral Support: Lu = 5.9 ft max. Conditions Actual Size is 1-3/4 x 4 in. Min Bearing Length R1= 0.7 in. R2= in. (1.0 Data Beam Span 16.0 ft Reaction 1 LL 2.29 Beam Wt per ft 7.25 # Reaction 1 TL 0.84 Bm Wt Included 116 # Maximum V OK Max Moment 1512'# Max V (Reduced) 37% TL Max Defl L 1240 TL Actual Defl LL Max Defl L/360 LL Actual Defl Attributes Actual Critical Status Ratio DL Defl= 0.19 in Recom Camber- 0.29 in 240 # Reaction 2 LL 240 # 378 # Reaction 2 TL 378 # 378 # N/A L 1367 L/579 Section Onl Shear int TL Defl in LL Defl 2.29 1.28 0.52 0.33 0.84 0.03 0.80 0.53 OK OK OK OK 37% 2% 65% 62% Fb(psi) Fv(psi) E(psi x Values Ref. Value Fy 36000 36000 29.0 Adiusted Values 21600 14400 29.0 A&-stments YP Factor, Lu 0.60 0.40 Loads ( Uniform LL: 30 � ( Uniform TL: 40 =A Uniform Load A R1 -378 R2 378 SPAN = 16 FT Uniform and partial uniform loads are lbs per lineal ft. CHANNELS AMERICAN STANDARD Properties for designing - Axis X•X FlangeWeb _.. Area ' Depth A d Wl6dth AvetaHe thickness thick- ness tw d- Af I I S jl ' r Designation Ins In, In. _ In.In In. - - j 7 C 15X50 J 14,7 15.00 3.716 0.650 0.716 20 6.21 6.56 404 9 53.8 46.5 5.24 5.44 X40 1i.8 15,00 3.520 3.400 0.650 0.650 0.0.5400 6.79 315 42,0 5.62 '`.X33:4: 9.95 15.00 ff : C"12X30 " 8.82` 12.00 3.170 0.501- 0,501 0.510 0.387 7.55 7.85 162 144 27.0 24,1 d.29 4.43 .' X25 7.35 12.00 3.047 0.501 0.282 8.13 129 2i,5 .:4.fi1 ;: X20;T . ` 6,09: 12.00 ' 2.942 `! G 10X311 "_ 8.82.10,00 3.033 0.436 0.673 0.526 7.55 7.94. 103 91.2 20.7 18,2 3:42 ., 3.52 X25 -, 7.35 10:00 2.886 0.436 0.436 0.379` 8.36 78 9 15:8 3.66 X20. 5.8$, 10.00 2.739 2.600 0.436 0.240 8.81 67.4 13;5 3.87 c{y° X15.3 4:49 10.00 '.0.413 C 'gX20" ` 5:88 - 4.00 2.648 0.448 8.22 8.76 :. 60.9 51.0 •13`,5 11.3 3. 22 S 3:40 X15 4.41 9.00 2.485 0.413 0.413 0.285 0.233 8.95 41,9 10.6 348 X13.4 3.94 9.00 2.433 " C 8X18J$ 5.51 8.00 2.527 0.390 0.487 8.12 8.75 44 0 36 1 11.0 ; 9.03 2.89 2.99 Ki3.75 4.04 8.00 2.343 0.390 0.390 0.303 0.220 9. D8 32.6 8.14 3,11 X11.5 3.38 8.00 2.260 C 7X14.75 4.33 7.00 2.299 0.366 0.419 314 8.31 8.71 27.2 7.78 6.93 .2.51: -." X12.25 3.60 7.00 2.194 024.2 .� 0. 9.14 21.3 6.08 2.2.72,': " X 9.8 2.87 7.00 2.090 C 6X13 3.83 6.00 2.157 0.343 0.437 6.314 8.10 8.59 17.4 15.2 5.80 5:06 2.13: 2.22;. X10.5 3.09 6.00 2.034 0.343 0.343 0.200 9.10 13.1 4.38 2,34; }C B.2 2.40 6.00 1.920 C 5X 9 2.64 5.00 1.885 0.320 0.320 0.325 0.190 8.29 8.93 8.90 7.49 3.56 3.00 1,83y 1.95: X 6,7 .97 5.00 1.750 C 4X 7.25 2.1 t 4.00 1.721 0.296 0.321 0.184 7.84 8.52 4.59 3.85 2.29 1,93 1:47; 1.56, X 5.4 1.59 4.00 1.584 0.296 C 3X 6 1.76 3.00 1.596 0.273 0.356 0.258 6.87 7.32 2V 1.85 1.38 1.24 1.08; 1.12> X 5 1.47 3.00 1.49$ 1.410 0.273 0.273 0.170 7.78 1.66 1.10 1;17 X 4,1 1.21 3.00 f AMERICAN INSTITUTE OF STEEL CONSTRUCTION `FOF eieral Way Building Division 33325 Eighth Avenue South Federal Way, WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: S�\j PL PERMIT#: Z42 -e ii- Lea IF YOU HAVE QUESTION G e �z �_ (253) 35- �Z WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. EE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 1 DAYS. DATE TOR DO NOT REMOVE THIS NOTICE Page of �1n��•,1 C��.t jo -1A-7- tz- ©Q P4 X3.1 ¢Z V - AS U 'QL.i..�J lam` aC�S 1p 201 4� �forP2oP -mss M, a-� L'Z �-►J fl C '-3 x 4-0" d FL rf\ 45-7 m-7 t 7-t—.'M (�:) g -y 25 — o -'D ,ow IJ 1t.cr' 'oc?'O - 1 -GCA - R... G r LLg �DLA PA 01%l Lk-c.S- flDw� ' w= %--w� t u S �. �-c.� P.� ; i o►J �c72 d v �Z 'TSS' �C �crh�tG 1J R. HORN ASSOCIATES25954 130TH PLACE KENT, WA 98 64-5102 EPHONE/FAX (253) 631-5353 T s -Y-2. ji 1:40"o CITY OF Building Division 33325, Avenue South FederalWay Federal Way, WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: S I � Z SYy 3�� PL^ PERMIT#: IF YOU HAVE QUESTIONS CALL / i i C� i� 253 835--z fl 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. ATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of . Building -Si n2le .Family City of Federal Way Community & Econ: Dev. Services Permit; 12401-640-00-81F 33325 6th Ave S Federal Way, WA 96003 Inspection Request Line: 253 835-3050 Ph: (253) 835-2607 fax: (253) 835-2609 p q Project Name: CASEY Project Address: 3112 SW 300TH PL Parcel Number: 416710 0330 Project Description: ADD - Addition and remodel to single family residence. Includes plumbing& mechanical. - Census Category: 434 - Residential alt/add - no change in number of units Includes: #1 #2 #3 #4 Owner ARRlican Contractor Lender Occupancy Loa& V - B JOHN CASEY JAY VOLZ OWNER IS CONTRACTOR OWNER IS LENDER Occupancy # 1 - Class.............................................R-3 PO BOX 140 20455 1 STAVE NE SUITE F202 New / Additional Sq. Feet - Total.......................... 765 Occupancy # 1 - Use ............................................... Residence (1 or 2 KENT WA 98035 POULSBO WA 98370 family) 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 Loa& V - B Floor Areas . ft. 0 1 0 1 0 10 Additional Permit Information New / Additional Sq. Feet - 1 st Floor .................... 202 New / Additional Sq. Feet - 2nd Floor :.................. 444 New / Additional Sq. Feet - 3rd Floor....................0 New / Additional Sq. Feet - Basement ................... 0 Occupancy # 1 - Construction Type ........................Type V - B New / Additional Sq. Feet - Deck.......................... 0 New / Additional Sq. Feet - Garage.......................0 Mechanical to be Included? .................................... Yes Occupancy # 1 - Class.............................................R-3 New / Additional Sq. Feet - Other .......................... 119 Plumbing to be Included?.......................................Yes New / Additional Sq. Feet - Total.......................... 765 Occupancy # 1 - Use ............................................... Residence (1 or 2 Zoning Designation ............................................... RS 7.2 family) Mechanical Fixtures Ducting........................................... 1 Fans................................................ 4 Gas Piping ...................................... 1 Gas Pipe Outlets ............................. 2 Plumbing Fixtures' Bathtubs ......................................... 1 Lavatories...................................:. 1 " Showers ......................... I .................. 1 Water Closets ................................. 1 CONDITIONS: 1) An approved automatic fire sprinkler system is required. No framing inspection until the sprinkler system is installed and approved. 2) Tie new roof downspouts into existing drainage system. PERMIT EXPIRES Tuesday, December 15, 2015 Ferinit Issued on Wedhesday; May 23, 2012- I 012I 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 d the City of Federal Way. Owner or agent: an,7" �ro Date: CITY OF Ah�' Federal Way PERMIT #: Project: THIS CARD IS TO REMAIN ON-SITE Construction Inspection Record INSPECTION REQUESTS: (253) 835-3050 12 -101640 -00 -SF Address: 3112 SW 300TH PL JOHN CASEY FEDERAL WAY, WA 98023-2328 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. ® Shear Walls (4245) Approved to install siding By Date Mechanical Rough -in (4165) Approved By Date SWM Precon Site Mtg (4400) Initial Erosion Control (4365) ❑ Footings/Setback (4110) ❑ Approved ❑ To be done prior to breaking ground Approved to place concrete By Date By Date By Date ® Shear Walls (4245) Approved to install siding By Date Mechanical Rough -in (4165) Approved By Date Foundation Wall (4115) ❑ Drainage/Downspout (4040) Date ❑ Plumbing Groundwork (4190) ❑ Approved to place concrete Approved to release test Approved to backfill Date Date Approved to cover By Date (s By Date By Date approved. ❑ ® Slab/Concrete Floor (4255) Underfloor Framing (4285) Floor Sheathing (4105) Approved to place concrete Approved to sheath floor Insulation (4150) []Gypsum Approved to install flooring By Date By Date By Date ® Shear Walls (4245) Approved to install siding By Date Mechanical Rough -in (4165) Approved By Date ■ Rough ElectricalElFinal Electrical 1:1Right of Way Approved Approved Approved By Date By Date By Date Roof Sheathing (4220) Approved to install roofing By Date ❑ Gas Piping (4125) Approved to release test By Date ■ Rough ElectricalElFinal Electrical 1:1Right of Way Approved Approved Approved By Date By Date By Date Rough Plumbing (4230) Approved By Da to ❑ Fire/Draft Stops (4095) Approved By Date ■ Rough ElectricalElFinal Electrical 1:1Right of Way Approved Approved Approved By Date By Date By Date Interim Erosion Control (4370) Prior to scheduling a Framing inspection; ® Framing 4120 g ( ) Approved Electrical, Plumbing & Mechanical Rough -in and Approved to insulate By Date Fire/Draft Stop inspections must be signed -off and IBC 109.3.4 By V ��A Date I o (s (� approved. Insulation (4150) []Gypsum Wallboard Nailing (4130) Final Erosion Control (4375) Approved to install wallboard Approved to install mud & tape Approved By Date By Date By Date ® Final - Mechanical (4065) ❑ Final - Plumbing (4075) Final - Building (4050) Approved Approved Approved By Date By Date By �/4 y,J Date ■ Rough ElectricalElFinal Electrical 1:1Right of Way Approved Approved Approved By Date By Date By Date r ` CITY OF PERMIT Federal Wayy` OMMUNPI'YDEVELOPMENT SERVICA I� L 2 1P LI CATI O N 253-835-2607• FAX 253-835-2609 wCww.ciluoffe&ralwau.com� ITYO� T:e�f.R �M yAypF, �I.A Cos J- _1_6L jL T D SF COF ME PL DE EN FP SITE ADDRESS � L_ ZfOA SUITE /UNIT # �-- PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL # % G R-61LDING PLUMBING CF'MECHANICAL TYPE OF PERMIT ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT 1 (Tenant Name/Homeoumer Last Name) 477l S6 lam' N / t �- Alia ArPILEdAl TV A041 fl't PROJECT DESCRIPTION Detailed description of work to be included on this permit only PROPERTY OWNER NAME 1��'v �ri G'� 5 _ PRIMARY PHONE �Sj 5 — 2 ejor-5 1 AIAELING ADDRESS E-MAIL' CITY� � y STATE ZIP NAME PHONE MAILINGADDRESS E-MAIL CONTRACTOR - CITY STATF. ZD' FAX WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE FEDERAL WAY BUSINESS',FCENSE # NAME 5A ✓ -t6 4 > PHONE MAILING ADDRESS E-MAIL APPLICANT CITY STATE ZIP FAX PROJECT CONTACT NAME PHONE (The individual to receive and MAUMG ADDRESS E-MAIL respond to all correspondence concerning this application) CITY ST -TE ZIP FAX ALTERNATE CONTACT NAME: PHONE E-MAII. PROJECT FINANCING NAME y OWNER -FINANCED Required value of $5,000 or more (RCW 19.27.095) MAILING ADDRESS, CITY. STATE, ZIP PHONE I certify 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 information submitted in support of this permit application is true and correct. I certify 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 information supplied to the city apart 4f this application. 1pL2-1 1.7 SIGNATURE: DATE VZ) f C A 3 PRINT NAME: Bulletin #100 —January 1, 2011 Page 1 of 3 kAHandouts\Permit Application 1 0 0 VALUE of MECHWCAL WORK $` 6 ! - `_' (a copy of bid or estimate must be provided) Indicate how many of each type of fUdure to be installed or relocated as part of this project. Do not include exdstiMftxtures to remain. AIR HANDLING UNITS FANS —2— GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS (Commemtap BOILERS FURNACES HOT WATER TANKS (Gas) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES 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. BATHTUBS (or mb/shm er Combo) LAVS (Hand SWss) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS (Kitchen/Utility) WATER HEATERS W -mo HOSE BIBBS SUMPS WASHING MACHINES'TO}ALF-13i�1 wr Bulletin #100 — January 1, 2011 Page 2 of 3 k:\Handouts\Pennit Application I I I I I I I I I I I � I , I - I - � I I - I - � - I I I - - I - I - - - I - I - - I I - I I I � I �-:�::::;;,::: :::; ... :;', ,:: I � :"::111 � I ::: ::::: :: � �: �:: - � 11. " 11 ::-�::,:::*:.::::,:, :1-1.1 " � , "" i . :� �:��: :: :�:; :,::,:!:�� ,:::::: � ,::; 1::::.:,:.:: ��;A: " - 11 I I � I - :::�. ': ,; I I I - 1, - : � :,:,- ":: : I � , �: , .:::,:: � �::, �::, " '' , 1:1 "I � I : , " .,-_:: I I I , " �11::_1:11 I ...... :`:, - 11 ,.: !:";:: :;� ...... " , :::�::; ;:; �:' :,:, :::::,;�, - : 11 ...... I , 7 _ . -,::., � , I 11 I � ", I - I I ,:; ;::,:::7, 1 :�:, !::�: �:, " '- - ,:: � * :: � � : :, .::: � , , � _ :-!::��:!:!.", � 1, 1, , � ,� ;";::, ,:,::;;:::: :::� 11 - � �, :, �:;:, �: � �: ... ::. ,i ;:_: - I I .11 :*:, � _ " , _ _: � -1 ::: . �;:,;:�:,-:,:":,::::: � :::: �� ::; � : . , :: �:;;:_�:�_t-: ... ::::: I : I .:::::�: ,��,� _� , : � � I � : .::::: _ - - : , � ; , , � , 11 I 1:,::�:�, :,:,�:; � _ __ �: ,_ �;: ,::: -.1- � � . I : , I _.1::-1:','_, _ . _, 01 I I I � 1 : I ::::1 I � : : � 'z "11-1. , "', I . � � I ,:::::; � � , , � � ::1 %2;P � ,:,:,: � �:� , I .."::,:'t.�::, ,�:::,:1;::::*::�:, 1. 1: _� �;:'' _,��;::;_ 1_117 � JPCI-) 1.111111-11.- 11:;:�;,��:,:, � I I I i I � �;: ::: �: :::, ,::'_':��; . ::1 �:,.:_ ��11 ;:��:::;-:: � VI go �: �': � I :. 1; :::, �:, "' � ��:'- I ...... _ -, _ 1 R�xl T v Em S' C N " 0' - T sr.. o * Q40 � : �,� 00*1rErEwP ba`L0%Pw0* ow"' 'AC"r �^ `L = br.To & - _ I—— . ;� :�::�� . - %�....." �.�.-.-..�� �,,;,::::: I -.-.�� X, , - � 1 ��-", �, X:X. ,*-,.,-:.::X1 '11"".."._ _P1 ,.:,,-:_: ..... ... �-_, "_"�'1:-.-*,: :� �! �::::- , ��_ 1. I*r"'IjPr.=q.%.^/\,,-/,;,=.MENTS TO HOUSE WITHIN THE 5TEE:=1 SLOPE 1. INSTALL SILT FENCING PER CITY L0�7 FEDERAL WAY �,-� ..�........�.-�-�`..�-. :::: , , " � . ...... � . :,: .`11 -�.:.-I'_` 1��..�.". ..�:_::,:_ `-�� �__-5.��,�_��.� , _._`: ��:,�,::`, I I �-N- , I 1�111� :,. _ I 1-�-�- -_`:_ ,:,... :�_:,,:;::�, 1 __ _." "::�I:�::: �. ;;� ol ��.,�. . ��.- ,::,:: _ ?�', 5ET5ACK WILL OCCUR WITHIN THE SAME FOOTPRINT STANDARDS, PRIOR TO CLEARING AND GRADING. I... ,**i.*-*-*-,-._ �.,:,.*Ii�,., : �, � , ''' '' . " _ -.�, `*,`' 1:*.,�*�.�*,: :�::::;1 ....: _____1_1_ , ", I �` _.___--'_:-.- 1!:::;,�; ... ..... _ __ " .. :�.X` ;�,�::;: � ... � 0 , 11�i,,',,_.., , ,1 ". ... :�,:: �.. 1..��..._.....:.� ;.�:�,::;:,: Y 15 TO REMAIN DURING � _'. /.f-- OF THE HOUSE, AND NOT DISTUR5 THE EXISTING FOUNDATION. 2, EXISTING CONCRETE DRIVEWA I _.:,:;�;_ �,:,:_::� 1 1:�;:�::7::_: 1 :,: ��, I 1�,:-:�;: ....... - '" �:�,_ � I.— - <1 2. THE EXISTING FIRST FLOOR DECK 15 DETERIORATED CONSTRUCTION AND SERVE AS THE CONSTRUCTION I.:,:,::::::;:: ::;:::,:-�: I-M-i :�':.;:�; I 1"'.. I 1 _\__ I,-- :::::: ... :�;!::��::;: 1_1'.,� _A"�_� 1 __4 �_. \ - AND WILL 5E REPLACED AS PART OF TH15 PROJECT IN ENTRANCE. _:-,:::,:: � "J" I -,-'-��-��,��-1-1���,�1,1���,,�--�,�--,-����-"�",�-.1��l".�I I I '<,,:', ',� ..... ----- :::,:;-` 1 I ... I --- 1_,_��; ;,::"- ,-"-,-,,-��--�l-.--�.11-1�-�.�,��-,�",,- _: �, ..... 11 9 1. 1_" " ___%'_ ___". - " 11 . ': ... :;:,::: "' "' .., I, ", ��:�:�':.�,:!�::::::::: ::;:: " .:;-11�1� �:,":;,::: :�:��!�i;���:�ii����i����ii�������l������� __ , . 1. : 1, I _N.1. 11'-r"?,.". I A SMALLER FOOTPRINT. 3. TEMPORARY AND PERMANENT COVER MEASURES ;:::::::::�ii��iii�i�i�i� , __ I , , '. , .:::: I . �:::,:: __ '::;::�::::�:: "I - � -'::::,�:,::::�:� �;�:; ::::: � , 1W . � ,_ �:� , - . 1. . ,:::: " _11 1::,;:,�:::: �__, \ *� *\., ,_ t-1 .1. SHALL 5E PROVIDED TO PROTECT DISTUR5ED AREAS. '::::::;,::::;::' , '' ;::,::: 1.:::!:;;,:::::: ',� ,;; I \ ,I . L, �!��!�!��i�;4::::::;, ;,''..'', ___ .:_::::!: <:- ,":::,;::,::�;:::::,�,�::::;�;�: :,;:-:::: W_ N, 1%,�, ,�� . 1�; ';, �; , , <1 ::�:::;:;�:�,;, - I—- _ � � , -, " � ��i��ii!��i i��i� .1.. ;11 I . 1 I ''I ::, �;!:;: ,:::��,::::j�:;jj: . -, 11 A � I" �,:,:��:_ :, . . � �, , � _:::;�:� ;:::;�, , " -;: I 4I I -4 % I 11� I -,. "", I �:; ::_ _ 1�!:�i� , . I 11f 'ZI % I", ',- 1. ", ': , �;�!:�i���ii��� 77 > . " _ % I ............ 4ft L z I %. 1�., 11. I m � :_: � ", , � �:!: 11� "% I A-1 ::-: � .% 1�:_ If ,_ - ,z '' 11% . _ ,: AN100010 4 e� I *1 \ _,. �.�, TEMPORARY COVER SHALL 5E INSTALLED IF A ::_4*;* . _ � 11 I \ 1_, ; , I . � , , : �: : , - 4 � I - : : : , I I . I I , . ,� . ; I , : : : ! : , , : ; ; I : : : � N_ '. KED FOR MORE �:i:'"':i;�i���j�i���i�i���::�:,: 1 11 . % 1. \ ", "" *%"� �._, .:" _ ", I ..... :!� ::;I::::::::: g co) I -1 I -",% ,--,,, ":: D15TUR5ED AREA 15 TO REMAIN UNWOR :-, I -1.::_;::�: I I \ 1%', -'-',, I i:::i:�i�ii�� :,�::::;::� . ,:�:�i���::::::�::� :::,_:;:,::1' � N '_., ., I ��::� I � , "I \ 11 .11_% " '. ,�_�, , ,!�:;, 1. � I � '%� 1%, ., ;, ,:�::::�;:,�: . 11 I ;,��-::` ::�,:::: `:::,:::;:�::: ,-;::!;:: . . * '\� '. _1% "'. ll ::�;::::, ::: .." ..ARCHITECT C-D %% %'11 . 11, \". ,.,� .<0 THAN SEVEN DAYS. 1�.,::;�:;;��:�:,:::::�� .1;1 %.. ,� - � � .1. %.. , :" � :::: :::': ._Z �, \ 4 I , _ 1%. . - :�:,::::. I'�:;:�:::�j;:: 11 ::;,'' I " !:�:�:::::��, _ __: - . %, 'I, _% ,�%_ , -1 -:;:: ,:: 11. " " � 0 1% 1%., I - I-, - *�:-;*::�::;:'::::111_ '�:":�'�,' . , ::.. ��!: � ..% "I. %, � :::" , � :_::::� �: , ! " � -.- :��_�_, ::.�` I �, I � f'' , , � _- I , " '\ ._1 '/ �:::::��::::::::::�:,. "" � � ���, 11 , -� - - : �;:,::�:": , I , �, 1% � _. , ;� - 1 40 COVER METHODS INCLUDE MULCH, ER05ION CONTROL I ;_�:'_, z � I � " ." .� . � " _'. " , . -,::-.::: 20625 Terasse Dr. NW � �, / .�.."��:,:::�:j�;:�i�:.',:�jj;:, :: 11 I % . .� ;;, I,< , I `,� 1��, ,\ -I.. 1� ., \ .%,,, ._."', 01 .:::;::;:!;!*-:- " - ;�s � " .. e�,�"). :;;,::, _;;�::::�%:-, � - ":..:.-:�,::_; -:X **_,� ::.��::: :::::, z -1 % 'k \I. '.1 \ . � NETS AND 5LANKET5, PLASTIC COVERING, 5EEDING, :.�:;`�����;:� ';�!' ��"��! Poulsbo, WA 98370 , .:;,::: * Lij 1� 1. 'N N, \ �'. \ Ill 1:;:,:�:::::, ::: __J , \ *1 , I :,:''::::!:�,:�, :;:,:z::_, I \ . I , �, _ - Q: �s -__ - N % It _\ \ \ '� , �� 1� ,,I'll' �:::::�:_ I :1-_ Li., Q_ 11 . 1% �� N. 1--_', .:,_,!,::, _:�,� -,�:-�'::- I � 1� - 1: ,;.z::: � �, I I ... �, :.:. . __:�::,:::;-: �:�: I - !",��::;������:,�":�,.-"�:::,:� ::::::;�:;2 1 %r. 11 � \ \1 \ " I \ '*%� _'.. ;� , . 06-355-1263 EXIS771VG HOUSE Sil Q 11 \ '1% 11, \ � I ., '... AND SODDING. :::� , ���.�,:�������;l������������ii����� '1111 cl� L11 '� *N' 1% \ ....� \1 1'�� , :::: ,� :::::::,: a 0 �J Q �z 11 %, \ \ \ I%- \ I '*:"'-: � , I I 11 \ �;:;: � I I I %, \ \ I ,�..� � -"��l::�i������������������i���ii�: �:"�:.,.;jayvolz@comcast.net , , � � \ 1, 5. TE5G CONTROL MEASURES WILL 5E INSPECTED PRIOR :::-::::::,:,:-:::� ::,:� z W % % I � N." \ �,�::,::,:���"1.,,::�:��;,;�::, ` I \ I - _:��:::j:::� -- I � 1. P: % % 11 I I \ �� \ _P ��:::,:-:,:::* ........... � .... .. :� I W 11q, � 1. � 1. � \ \ "I %'�. . \ \ .., : I � :�i:�i�ii;i�i�ii: -:1 . I'llillillilill Ill Ill I Q �/ I ,I � 1. 1� \ , 1, ... � \ 0- :F;;::::::- 1 � !,� - �:,� -.1 _ -_ 11 � � , * , �, .1 . '% % 1, :;,�::�:*�t::� :: 'I'llillilloomm, III �:z . ; � . . ., , .I 11,1111.,Illi-1,iillill,lool '_�� 11 % it ! % \ .", %% .,. \1 , TO ANY CLEARING AND GRADING DURING AND AT THE ::::::;::::::::,:::,:::,�:�*:�!,:: -,:: :;t 1. ,I \ ., , .��. . � \ :,:::::;,:::,��:,;",::::::�,�,� :� - \ ,:;, 1.1-, � - I I I I % \ , . \ � V-f-- I I * I I .. . I . . \ �, '. �, . I z '---, k . I : � 1. " " �, 1� , � I (z) , I I . I I '. I � � � I � , * 1� \ 11 . - - �:i a -4 1 � I \ , * �, � . .1. \ 11, .., I , COMPLETION OF THE PROJECT. MAINTAIN ER05ION I �� 1� . % : .� ;r, � .� \ , \ , . 1_', , 1\ -fl- 's, WOOD WALL Q � * % WALL OF SECOND FLOOR : \ .. \ ,� �. I I I �, X . I �� I I III, I I � % : ; \� I � � 1� I , I , .1. , \ �1>11_ CONTROL MEA5URE5 IN PROPER WORKING CONDITION � 11 N% I I * � 11 � �`%_ � i \ -.1; . * I * : \ \1 � I , , I �� � �% I I � . �. ,�, . � I � . %. ,� % . � . 4�- ADDITION ON 5ET5ACK LINE . . I '\,\ , '* , , - :'. ,"7,0 1 1 1 . I � 11 �.,� '. I / / I `� I .", 1, I : �. \ % TO IN5URE THAT NO SEDIMENT LEAVES THE SITE. W , 0 C ! � \ �"i : : \ ...� 1% �", . ., i, -, These drawings are instruments of service ,-�, , : . -�, � ! .,� , ��.�.� . I ,. 21, � \ CONCRI DECK GARAGE CORsIER "�'. I ,--;-. � \ '. ., 11C , \ I �.. �.., X \1 � _�* .* .. ., \ . 11 . Q , I * \ \ 1% - ;;E N-, I I 1* 1-110, \, .11 �, \ �, % � and shall remain the property of the - t 1. I : � 1� 1po ^ \ /,, 15 ON PROPERTY I : ,I ,I HEAVY: LINE INDICATES I "I 1, *. .1 ". / 1. . : . 11 .- DEMO. EXT u.\pECONP � \ I , I/ '_1_11 ....... 1'� architect whether the project for which I a : . I . . \ �/ \ :�� I I . � , � I � I . I .1, % I .1 they are made is executed or not. They are , LINE 11 EXT'6.. `% HOUSE �,,,OOTPRINT _\ '. . \ I \, .1/ .1; ."� I 0 I I"ll.'', . ........ ._� t I "I % EXT'G. \ " 1% ...... . . ....... .......... I - ----- ....... "I � . I ,F,,J_OOR Q�Ci< TO 5ET5ACK �, li% , ........ ___.. _ -- - --------- I %, ,..,,-,, i�,' 1, ,., % \ �. not to be used by the owner or any other , . � . \ F/E 54.W " 1%, \ 1% � � - I I 'I ..'.1, 1) � I F/E 30.13 .. ,�� ".. 1� _� . ROCKERY � -.-..-.- I � 1. 11% %% %, \ ,,�% �. person on other projects or extensions to ............ �..A I -11 ..... . ....... _.', *% � *11 LINE �, '1-1, . .. I \ . I ... . 11 ---- __ -, --.,/ ___. I 1� N32"05,00 W 20 7.92 N, �. \ .� , - - I I L . . . . . . . . . . . . . * . . . . __ _ __ __ - - ._ � I 11 -1 -..-_-.:__--- _.,.I--,--*- '% 1% - l., ." IN,— %\. �, % ,'.;,! 11 _^ � the project except by agreement in writing 1� I " �� \ � I I \ � , am I. 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I ! 1% I I .� '. , : Vol '� / � I .-I � 11''1101 �� ��I��Iillllil.I . I � I 1�1 I e I ! I I I . I '. % N , : I �* � , '� I � I : Ile I %� N \ , .1 ,I I * , I : 011 *N I � '� ! � � I \ a4.5 t 11, � 11 ! . REVISIONS I I I _� I �11 _*E.�207.92) .1 '.1 � I Olt I �i : ..01 1� S32'005100' i I , I I -�, : ..." % e ------ , T ;! `,l �lIllIIIIIIIIIIIIIIIIIII� I _l a13.3 % ! 4� Ill -_ ._I- I I *1 1_;1 I I . : '� I 1 4 � 1. ? � I 1. I �� .01 1� \ 11 . I '� � ; : I � - 11 I � I ! , ',I e � : : I 11 1% 1* ; I I \ I 1. , 11 1* % �, 1. \ � : ,'I IllIll I : ; %, ; I .1 - __ N I . 11 . I � : '- EXTENT OF GRA ., 11,111''w'', ---� IN I I � I % , D ING . OD DECK I \ \ - 11 -,I% I z I I ! I----- \ \ ; . \ I z \�� 'k EXT'G, i 11 '. : % .\1 , '11* I : % I . N ; % I I . ,I APPROX. 9 G-Y - _1l 11 FIR .� ; . .1 I � � = I 1� % . 11 ; ! I , : ". . 1� �, Ill \� I \ % 14 11 I t � . ! "I ; ; 1� � ; I , * � , \C i ! *1 .1 I " '1� .1 ""'.0 J * 0 1�'% � i " 11 I . . �, n ; 1�__ REMOVE E:XT'G. 12 1 : I I � ,t_._. I %I \ �11 I \ � 11 I 1 $ IMPT iff� Ar-IIIII'W llllll� I % 11 � . , I �, 11 A000V AIL \ % : � 1. I � M AW IM a RRIIIIIIIIIIIIIIIII . 1*1*__1 % \ I I e I I ., . 11 '-w . I t ; . � I , * I b \ � , I 1. .. . 131 __ I 100mm 'mm " I I I I - � I I I 11 , � L7 "M N Imm" RImAK 'N&l %0J% I rmmo � k 1, .. I HEMLOCK I % 1. . 0 1 I , � I � e : % I : , \ I . � 11 1, 11 I . 11 1-1, , � ��. . � I ! : 11 I I ." \ * I I I � I I � � % I i I : I 1. � \11` I - % � % 11 . \ ; - I - _ " 1� .. % . � - �_� - " � I 11 � 1. i '. , '1%, � 1% " ,I � Se "I. -N . 16r., \ \ �% \ , \ 1� C .' % I I \ I _k, \ )CO \\ . N%,, %.. I','" EXT'G. CARPORT - 11% '%-% �, ." . . I cl� ., *\,. %_r'.) . 1. % ,�',�._ \ . 1. DO NOT SCALE DRAWINGS FOR CRITICAL DIMENSIONS. .I.- I'll- EXISTING HOUSE � *I- ". ..�111�1'1 f...... I— \ NI � \ \ \ 11 --- I -1- - -__"'R_ � .. � ""'." =ff DEMO WOOD FO5T5 4 ROOF . %�*� `%_11 ��x 'I I I I \ 1'� 11 _ _._ . � I / 2. REPETITIOUS DETAILS I CONCRETE I— -, `o' - EXTEND EXISTING I 11 1-1 :S.< : IN.— �,� I - MAY BE CALLED OUT RARELY ON THE DRAWINGS ,. _0l 11\ 1� __ \ M MAINTAIN AND REU,5E EXT'G. CONCRETE ; � . 1k I : \ \ 11 N� I ; IW__ , RETAINING WALL ROCKERIE5 AT DEMOV 2 : *� : BUT SHALL BE PROVIDED AT ALL LOCATIONS WHERE THEY OCCUR. \ I \ Lij I : 1� \ ! - N 5LA5 AND FOUNDATION Q 11 %, ,I � , I . I �, I I � . DRIVEWAY - MATCH ,I '. . 1� �� 23 L I 11 "N, I up I . I . * I " , 3. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, AND LOCATION AND \ 4 NEW ADDITION DIRECTLY ONTO EX15TING 8 1 1 11 --l", I . 8 ; I- I I \ 000' , \ EXISTING HEIGHT 4 i 11. I 1- Q) C-0 CARPORT FOUNDATION R �`, ! !1i I DISPOSITION OF EXISTING UTILITIES. NOTIFY THE ARCHITECT OF ANY . ,� � ! � I I \,�� e .1 ! I 1. \ (F. 0 FVACATED CONSTRUCTION 11 `�� 11 LEGEND �, ; �N e I . , I .. I/ �) I I � � I DISCREPANCIES AND DO NOT PROCEED WITH ANY RELATED WORK UNTIL C)O. ..! EASEMENT G EXT'G. GAS LINE I'll I/ - \ 0 11.1 :: t 4. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE \ . . - ;; / I . W EXT'G. WATER LINE I ,_j /. 1i �` I I � � I . 11 \ A ^ �? � I COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT 11 - % EXT'G. SANITARY SEWER LINE / - '� %.7%110) A Idlowift- I I t .1 " I --- M a I Ar-1 i � APR?* AP% mumm' .. ,!� �, %� AW V = W IF , 11111, � / � . 11111�1 � , _.� . ' EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO \ S,W, 300TH PLACE E EXT'G. POWER LINE / I I %W,V* %J LJ a= 0 1 I - "Em" 'i 0_2 -M, � % \ 1A.., "' , I I t 11 _____ I I . is -AROJ ko� I I S. EXISTING REINFORCING SHALL BE SAVED WHERE AND . , _5F ** TEMPORARY SILT FENCING - �� so* 4"*' % 1� NS. SAW CUTTING, IF AND WHERE USED, SHALL NOT 11��11 IF SURFACE DRAINAGE DIRECTION 11 �,� a R ___V - 1% Ir 11 111111MIN& I um"& A"%P,' #1% ALL CONSTRUCTION SHALL \ o (E) 05 EXT'G. DOWNSPOUT TO EXT'G. DRYWELL knommm loom mmftk , IMEN& AM* Amwft.. W 9 I I , � . 1� � e CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL \ \ 0 ro)5 (1) NEW DOWNSPOUT TO SPLASH 5LOCK SITh ANU ThbU PLAN la AM to; I %JJ T CONFORM TO THE FOLLOWING: � = I I NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. . - .�l o D5 (2) EXT`G. DOWNSPOUT TO SPLASH 5LOCK - - 11 I. I..101 I I I � I I : I I LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING o DS (3) NEW DOWNSPOUT TO SPLASH 5LOCK PROJECT AIDDRE55 200(� INT'L. RESIDENTIAL CODE W1 I \ I `_/ I ** I I , ./ \ I . , 0 PSF. . /", ,�, o D5 (4) NEW DOWNSPOUT TO EXT'G. Z)RYWEILL 1 3112 5W 300th PL STATE WIDE AMENDMENTS � . I /I V - � " �� � 1 5. REPAIR AND PATCH ALL PORTIONS OF EXISTING BUILDING CONSTRUCTION /*` Gl?�l I I FEDERAL WAY, WA 96023 20013 WA. STATE ENERGY CODE I � . I AND SITE DISTURBED DURING CONSTRUCTION OPERATIONS TO MATCH \ \ '� .,�. \ N I I ,_��, � I . 0 r2 10 20 40 80 � ADJACENT EXISTING CONSTRUCTION. I . \ ,9�0vll I M M I OLLNER I - No - - ; - v0salk � 1. = = = 0 % W . 1 6. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SUPPORTS AND BRACING P KIM 4 JOHN CASEY I e , \ LJ I wi- N %`1100:ftl I \ I DRAWING INDEX � AS REQUIRED. INSTALL TEMPORARY BARRIERS AS NECESSARY TO PROTECT . I I glllllllllw 1312l2l 5E 241st 5T � - "I aft ,,ME&, jI vomm, I "FM "- W 0 III -I = I a- I -:- W_ � &a F ]$" %40� E In IM I = 9--IL IIR- � I 't 1, 4; <ENT, WA `�5042 1 .0 'A � U - K 11L W _%Jr I I � TM% wmft 00%k %1V EXISTING EQUIPMENT AND FACILITIES. CONTRACTOR SHALL BE RESPONSIBLE I I rvx t %A 1J ' 1Nrvmm00m'kM N 'or N vmm&L = I I I FOR STRENGTH, APPLICATION AND SUITABILITY OF TEMPORARY SUPPORTS. \ I I jarldkcase�eaol.com PROJECT INFORMATION 11 � :, \ _____________ I I \ I - I , ALL TEMPORARY WORK SHALL BE REMOVED BY THE CONTRACTOR AT � 1 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBCONTRACTORS CONSTRUCTION PARCEL NUM5ER 5UILDING AREA LOT COVERAGE / IMPERVIOUS SURFACES I A1.1 PROJECT INFORMATION 4 SITE PLAN I � I e ARCHITECT - ,e , , � SETS TO REFLECT CURRENT CONSTRUCTION DOCUMENTS AND CHANGE ORDERS 416110-0330 EX15TING 5A5EMENT: 12 44 5F. LOT COVERAGE ALLOWED: (00% 5 1 TE PL AN � � � I , - , - WORK. JA**I' VOLZ �, I I I I I # - UBCONTRACTOR. EX15TING FIRST FLOOR 1301 5F. A2.1 5A6EMENT 4 FIRST FLOOR -11 1 3 1 1 , 7. ANY ALTERATIONS TO EXISTING STRUCTURAL ELEMENTS OTHER THAN THOSE 2062E� TERA55E DR NW �, � LEGAL DE;5ft2C,`RI PT ION . 2140 51=. I � 13. ANY METAL IN CONTACT WITH TREATED WOOD MUST BE VERIFIED FOR THAT EX15TING SECOND FLOOR 103(0 S.F. EXISTING HOUSE / CARPORT D Et'l PL AN5 I I INDICATED ON THE DRAWINGS SHALL NOT BE DONE WITHOUT PRIOR - POUL,550/ WA 95310 1 1 USE OR ISOLATED FROM DIRECT CONTACT. CAMERON5 SHORT f='LAT LOT 2 EX16TING CONDITIONED FLOOR AREA 35a] S.F. (INCLUDE$ ROOF LINE, DECKS) A2�2 NEW FIRST FLOOR PLAN "I I � AUTHORIZATION FROM THE ARCHITECT. - I TEL: 206-355-1263 V , FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS FROM 14. PRIOR TO SHOP FABRICATION OF MATERIALS OR EQUIPMENT OR ORDERING EXISTING DETACHED GARAGE: 2 1(o 5J=. jasVolzecomcastnet A23 SECOND FLOOR DEMO 4 CERTIFICATION I 11 ' . 8. OF MANUFACTURED ITEMS, RESPECTIVE SUB -CONTRACTOR OR SUPPLIER PROJECT 2E5CRIPTION NEW FIRST FLOOR ADDITION- 202 5F. EX15TING 50AT HOUSE. 236 S.F. NEW SECOND FLOOR PLANS I � I I INSTALLATION OF NEW WORK, INCLUDING MECHANICAL AND ELECTRICAL SHALL PROVIDE SHOP DRAWINGS OR MANUFACTURER'S DATA FOR REVIEW LAKOTA #2 4 POR VAC SIT VALUE OF (INFILL EXT'G. CARPORT) 215 S.F. EXISTING CONCRETE STAIRS: 113 5F. A2.4 ROOF PLAN I I � STIR ENGINEER � CONSTRUCTION. PATCHED AREAS SHALL MATCH EXISTING ADJACENT EACH LOT INCLU AN UND INT IN NEW 5ECOND FLOOR ADDITION: 105 5F. EXISTING CONCRETE DRIVEWAY: 4(Uo 5F. �CTURA A3.1 ELEVATIONS 1-1 BY OWNER AND ARCHITECT. GRAVITY - 11 CONSTRUCTION UNLESS NOTED OTHERWISE. 15. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR LICENSED TESTING AND, IF COMMUNITY PROF NEW TOWER FLOOR ADDITION: (TO 5E DEMOV) � A31 ELEVATIONS �_t ''I � I .,+-, I �� �_� f;Z HORN ASSOCIATES �; �- 1 9. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES. NEW CONDITIONED FLOOR AREA 602 5F. EXISTING CONCRETE WALKWAY.- 131 5F. I A4.1 5ECTION5 ,� I 14 : I REQUIRED, ABATEMENT OF ANY HAZARDOUS MATERIALS DISTURBED ,---, I 4 - ,�' ZONING (TO 5E DEMO':)) 2513�4 130TH PLACE 5E A4.2 5ECTION5 _'�`\� f t. I W____�_ "I DURING SITE CLEARING AND PREPARATION. I -A -I VNI, � <ENT, WA 135064-5102 IN -,I,-- � 1� INSTALLATION OR MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE ZONE: R51.2 TOTAL CONDITIONED FLOOR AREA 4163 S.F. EXISTING GRAVEL ROAD. 1110 5F. I A5.1 WINDOW 4 DOOR 50HEDULE5 11 /' __ t__ 1 16. PROTECT ALL NONCOMPATIBLE MATERIALS FROM GALVANIC ACTION. 4, \-^ 1, - � 1, � I REQUIREMENTS OF LAWS OR ORDINANCES, THE APPLICABLEICODE SHALL 17. ALL MATERIALS'AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD LOT AREA: 12.,(o 2 1 S.F. (EXISTING 4 NEW) EX15TING CONCRETE LANDING-. 41 S.F. CONTACT-. RALPH HORN A(o] DETAIL5 RECEIVED `N�' - �,- I � TEL: 253-631-5353 _____,M� ��,_______ 1, GOVERN. NOTIFY ARCHITECT OF ALL CONFLICTS. ' 6U5TOTAL: 442 2 S.F. -l-Iftlyn - " OF ONE YEAR FROM DATE OF ACCEPTANCE OF COMPLETED PROJECT BY I- '* r 11_�� " % __ t - I 6ET5AC<5 EX15TING CARPORT.- 202 5F. � hrjIlaeci,com "I'S. I ( ", \, � " 5-1 STRUCTURAL NOTES, -12012 k \j --...i P , 10. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE ' APR I I __ , " - I OWNER. ROOFING, WATERPROOFING, FLASHINGS AND ALL OTHER WORK \ \10, I ;1 WITH THE MANUFACTURER'S SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS FRONT: 20' (INFILLED FOR NEW FIRST FLOOR ADDITION) NEW ADDITION TO HOUSE (NEW ROOF): 3(o 5F. SHEAR WALL PLANS N�� t 7- 6-_,__",� ,v , 11 -, I I � � WHICH IS A COMPONENT PART OF THE ROOFING IS TO BE WEATHERTIGHT ���_�%)_ <� \), I I 0�� ipt, �, - * 0 NEW CONCRETE WALKWAY: I(O 13 S.F. LATERAL - 5-2 LATERAL DETAILS CITY OF FEDERAL tNA5HEEL..N - �- FOR USE AND INSTALLATION. WORKMANSHIP QUALITY SHALL BE JUDGED UNDER ORDINAR R A PERIOD OF TWO YEARS FROM SIDES- 5 I CDS - ILN", ,-, ' MDT ENGINEERING � , ,-----,- , - DEMOV DEC<5 AT HOUSE: - 1B(0 S.F. - I I I : A � - f %, ACCORDING TO THE BEST ACCEPTED STANDARDS OF THE BUILDING INDUSTRY. WATERN E70' FROM OHWM 63.0 Ist 4 2nd FLOOR FRAMING 7tl. - - -11 -1, " DATE OF ACCEPTANCE, TO BE SUPPLEMENTED BY THE TERMS AND � I I I 1N � , �, I - 31403 44TH AVE 5 i `__ ! I � so I `�, " ,J�4 t, DEMO'D CONCRETE STAIRS- 113 5,F. , 1, ALL COORDINATE INSTALLATION OF EQUIPMENT ' STEEP SLOPE: 25' FLAN5 - 0117 - �_ '�" \1 I I ,_ CONDITIONS OF TURER'S WARRANTIES. AT TIME OF I ' I \ * = AU5URN, WA 138001 \ I \1171 , I , � : ,_ '. I , AND SIMILAR INCLUDED IN THE CONTRACT OR FURNISHED BY OTHERS DEMO"D CONCRETE DRIVEWAY: 4 13 & 5. F. 53.1 TOWER FLOOR 4 ROOF A �J� 11 I I - - :!:k \_ , ACCEPTANCE OF, COMPLETED PROJECT, CONTRACTOR SHALL FURNISH 10 t 0J, , � � I 5UILDING HEIGHT CONTACT: MICHELLE FRAMING PLANS __41 ,_-N , I FOR INSTALLATION BY THE CONTRACTOR. OBTAIN ROUGH -IN DIMENSIONS, (�) � I I ok� - OWNER WITH ALL NECESSARY MANUALS OF OPERATION AND MAINTENANCE i -"-- � I THOMPSON �� �i_'% �k, - e I * �._ - I � SEE A3,1 TOTAL NET LOT COVERAGE 3al 5 S.F. 5TRCTURAL NOTES DETAILS 1L. _1� " REQUIREMENTS FOR BACKING AND LOCATIONS OF ITEMS IN PARTITIONS PRIOR \/ � �, 1, I I �_, 1'� � RANTEES FOR ALL EQUIPMENT INCLUDED IN THIS TEL: 253-801-a125 . 1� � 1 30.6% Ill\ I __ - 10 I I I , , : �, rl��_ � tn ��-�f --�� � TO START OF WORK. � - � CONTRACT. mdlhompsoneearthlinl<,net 4- till I I I 1- � � , I V t 11 , I 5URVtT % I'' " I rl�__"l " I - ", I /, '�:, ,_ `1 - _1\_"`IIIIIIIIIIIIIIIIIIIII' `\ \ <\ \ It 0 � - - I , I � I 11