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00-103462City of Federal Way Community Development Services 33530 1st Way S Federal Way, WA 98003-6210 Ph: 253.661.4000 Fax: 253.661.4129 Project Name: SHELLEY Building - Single Family Permit #:00 -103462 - 00 - SF Inspection request line: 253.661.4140 (3:30pm cut-off for next day inspections) Project Address: 29635 20TH PL SW Parcel Number: 012103 9003 Project Description: RES ADD - Demolish existing house & guest cottage, retain indoor pool; rebuild house on W side of pool. Existing ADU & barn to remain. Includes plumbing & mechanical. ** Proposed selling price: $750,000; 3 bedrooms ** Owner Applicant Contractor Lender PETER & ANDREA SHELLEY PETER & ANDREA SHELLEY TERRY JENSEN CONSTRUCTION t PETER & ANDREA SHELLEY 29635 20TH AVE SW 29635 20TH AVE SW TERRYJC0160Z 5115101 29635 20TH AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 TERRY JENSEN CONSTRUCTION ( FEDERAL WAY WA 98023 P.O. BOX 1326 Includes: Census category: 434 - Reside #1 #2 #3 #4 Occupancy Group: R-3 Construction Type#2.......................................... Type V - N Construction Type: Type V - N Type V - N Mechanical ................................................. Occupancy Load: y Rl.,mlii.+a YP.R Floor Area (Sq. Ft.): f Zoning Designation ............................................. 1st Floor Proposed Sq. Feet ................................. 3467 Basement Proposed Sq. Feet................................2171 434 - Residential alt/add - no Construction Type#2.......................................... Type V - N Garage Proposed Sq. Feet....................................845 34.5 Mechanical ................................................. Yes y Rl.,mlii.+a YP.R Z�.� S 411// Yzv� hvc- 5, gl-Y is sG� / t 2nd Floor Proposed Sq. Feet................................2260 lQuant,ty Census Category ................................................. 434 - Residential alt/add - no Deck Proposed Sq. Feet.......................................520 1 Height of Structure .............................................. 34.5 Occupancy Group#1........................................... R-3 Total Building Sq. Feet........................................8743 f Zoning Designation ............................................. RS 15.0 Plumbing Fixtures Description lQuant,ty Description Quanti ` aundry Washer Outlets 1 Bathtubs 22 later Heaters 1 Showers later Closets I 5 Mechanical Fixtures Description:' Quantity Description Quantity umaces 1 Ranges CONDITIONS: 1. Retain & protect identified significant trees per FWCC, sec. 22-1565 -1569. Bright protective fencing is required at the dripline of retained trees. 2. The driveway shall be paved per FWCC, sec. 22-1453. Driveway shall be paved from the existing roadway pavement edge, or curb, to the garage or carport. 3. Per FWCC, sec. 22-1133(4), eaves, chimneys, awnings & similar elements of a structure that customarily extend beyond the exterior walls of a structure may extend up to 18" MAXIMUM into the required yard setback. Additionally, total horizontal dimensions of the elements that extend into a required yard, excluding eaves, may not exceed 25% of the length of the facade of the structure from which the elements extend. 4. This decision shall not waive compliance with future City of Federal Way codes, policies, or standards relating to the subject proposal. 5. A height certification will be required by roof sheeting inspection with maximum building height within 2' of max height. Der Citv of Federal Way. 6. Prior'to final building permit appr�l, the existing on-site ADU must conform tot current Federal Way Codes. 7. A Local Improvement District Waiver of Protest Covenant (LID agreement) must be signed, notarized, and returned to the City with recording fees. 8. No building shall encroach onto any building setback line or easement shown or not shown. 9. Maximum driveway width is 30 feet. 10. Building setbacks are: 20 feet front; 5 feet sides; 50 feet rear, from ordinary high water mark. PERMIT EXPIRES December 18, 2000, IF NO WORK IS STARTED. Permit issued on 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. C� Owner or agent: Date: cry OF C OW POS THIS CARD ON THE FRONT OF BUILD T ` • ' BING DIVISION INSPECTION RECORD INSPECTION REQUEST PHONE #: 253-661-4140 Request must be received by 3:30 PM for next day inspection PERMIT #: 00 -103462 -00 -SF OWNER'S NAME: PETER & ANDREA SHELLEY SITE ADDRESS: 29635 20TH SW ()FOOTINGS/SETBACKS 3�7jjV () FOUNDATION WALL ()DRAINAGE: Line ��Z ` e�� () Connection ( ) UNDERFLOOR FRAMING S " Z " 0 l O ROUGH PLUMBING: DWV ^!� Water piping pr.✓ as O ROUGH MECHANICAL ' % la % Gas pipin ss_ () SHEATHING Roof F' Floor O SHEAR WALLS (} ELECTRICAL ROUGH -IN Ditch Cover O FIRE/DAAFTSTOPS () FR_AMING/FIRESTOPPINGaokkaz ( ) INSULATION: Floors Walls IV -4-M '%1 y Attic O PUBLIC WORKS FINAL _ O FIRE FINAL () BUILDING FINAL•$ct C�vr�.(�o41 / / .iD�/�hi1 INSPECTION LOG , oa -1i�3 u�'2- _ f 28560 2x10 OR TIMBERSTRAND FLR. JOISTS PARALLEL OR RERPENDICULAR 16d PLATE TO PLATE NAILING PER SHEARWALL TABLE TYP. NAILING PER SHEARWALL TABLE BREAK IN SHEATHING /"�NOTE — WHERE SHEATHING IS CONT. PAST THESE POINTS, USE MINIMUM NAILING PER UBC IN PLACE OF RIM JOIST PLATE TO PLATE, TOENAILS, AND A35 CONNECTIONS PER SHEARWALL TABLE 16d TOENAILS OR IMPSON A35 PER �HEARWALL TABLE TYP. NAILING PER SHEARWALL TABLE 16d PLATE TO PLATE NAILING PER SHEARWALL TABLE 3 FLOOR @ EXTERIOR WALL 1 1/2„ - V_0» KVA M M E CONSULTING PHONE LOG CONFERENCE ❑ DISTRIBUTION: ENGINEERING DESIGN MEMO ❑ INFO ❑ PROJECT 5 /--I 5-e_P� PROJECT NO. a AD -7 / DATE TIME 3� INCOMING CALL PERSON �5_ 0'. OUTGOING CALL ❑ COMPANYy `��T�`�`J PHONE NO. FILE ❑ Z53 9Z Ar 35 6 � I i i /.•�I ff��rr I, 1 t_ 4625 72nd Avenue W. • University Place, WA 98466 • Phone: (253) 566-4936 • Fax: (253) 566-5413 • E -Mail: DKvamme@Compuserve.com i 4625 72nd Avenue W. • University Place, WA 98466 • Phone: (253) 566-4936 • Fax: (253) 566-5413 • E -Mail: DKvamme@Compuserve.com From, Dade Kvamme To: B.J. Alexander Date: 7/5/01 Time: 6:39:20 AM Page .t 6f 3 071'0612001 11:39 42555795534255579500 TERRYJENSENCONSTCORP PAGE,'bl Larry E. Steward PE 24738 SE 14mrsnortt Drive IWQWh, Wash 98027 Fou 423-557-1571 Phone 425.392-0342 Atm: Tarry Jensen Tay Jensen Construction P.OJ30x 1326 Issaquah, Wash 98027 RE: Shelly House Remodel use of Lshaped(plan vitw)built up members at blocked edges of plywood pastels in place of 3 "(nominal) mernebers at blocked edges of plywood sheathing members. The problem with the wider studs is that they are in many cases not the same depth as the 2x6 members eat they take the place Of in plywood shear wails. This often creates a bump out in the drywall interior cover. They also have a greater tendency to twist and warp over time as it is not possible to be sure they will dry as evenly as a thinner member in the Kilns at the lumber mill, In other words them is often residual moisture in them when they arc installed, For this reason we ]cave looking at other methods to eliminate this problem. The alternative of using 2 pieces instead of one is not a manner of economy, as it takes longer to install and the material cost is nearly as much. It provides the blocking dut the Uniform building code is trying to achieves with it nominal 3 " members. Therefore the same purpose is achieved via a slightly different approach. Also the use of 3 inch wide nominal framing members is mandated by the code only on very heavily loaded sheat walls where the spacing of the nails is 2 inches on the permimeter of the shear panels. See footnote 3 on Table 23.1-K-1 on page 2-902 of Chapter 23 of the Uniform Building Code. From: Dale Kvamme To: B.J. Alexander Date: 7/5J01 Time: 8:39:20 AM P§g4 3 of 3 RIM .FOIST fid TOENA6LS OR IMPS2GN A35 PER NEARW,ALL TABLE 2xi;O OR TIMBERSTIZAND FLR. JOISTS PARALLEL OR RERPENDICULAR 16d PLATE TO PLATE NAILING I PER SHEARWALL TABLE TYP. NAILING' PER SHEARWALL. TABLE BREAK IN SREATRtNG NOTE — WHERE SHEAtTH[NG I.S CONT. PAST THESE Pal[NrTS, LYS -E MINIMUM NAILING PER UBC IN PLACE OF PLATE TO PLATE, TOENAILS, AND A35 CONNECTIONS PER SHEARWALL FABLE TYP, NAILING PER SREARWALL TA9tE i 16d PLATE TO PLATE NAILING PER SKEAR1hALI_ TABLE FLOOR @ EXTERIOR FALL i I. SCALE: frorn Dale Kvamme To: BJ. Alexander Date; 7!5/01 Time; 8.39:20 AM ?age 2 of 3 ENGINEEFORG DESIGN mm 13 Wiq 01 4WS 72nd. Arm W. & EJravw* PWw WA 9SW • Phvw (253} x &4 , Fax- (Wk 566$413 `E-A+Fadl DKvwAne GCwpuwvq wm SENT;BY:,-AAALE1rl8ARNARD & ASSOC; 253 828 8138; JUL-19-Oi i1:19AM; SADLER/BARNAR.D do ASSOCIATES, INC, SURVEYING PLANNING — MAPPING FACSIMILE TRANSMITTAL SHEET 1u: BRIAN Ai E 40NDER comrAw: TERRY JFNSEN CONSTRUCTION PAX N1.NBRA. 425-557-9553 PHONY, NUMBER: 425-557-9504 ml ST fiF I LY PROPERTY FROM DAU., OAKS DA112: 07/19/01 TUTAL NO. OF PAVES LN"UDING CUVE , 2 SRNpf�R'S 7LF.T°TiRRNCF NETWEPR: 99-077-4 YOUR itL+t XKMC:$NCMBEK Q I7RGiiNT E3 FUR RF.VIEw Cl PLF.ASE COMMENT O PLEASE REPLY Cl PLEASE RECYCLE 2LITACHE,D IS A DRAWING TO SUBMIT TO THE CITY FOR ROOF T TEIGI II'. WE CAN MAIL AN ORIGINAL OR YOU CAN PICK IT UP AT OUR OFFICE. PLEASE CATI. WF. YOUR PRE-14TRENCE OR W1TII ANY QUESTIONS OR CONMMN7I5. THANKS DALE 12714 VALLEY AVENUE EAST, SUIT "B" T M -w �-��.. . - SUMNER, WASHINGTON 98!90 PHONE+: 253-526.8135 PAX.- 253826.8736 EMAIL:ri,I.L..-,�.,.r,1...1e.A`.-Gi:.l•"+:6777.il.t..{.2.+'>�I.�.h%:Tii;!%.Ii...."`uft.hF, ptgL Iof1 +BENT BY: SADLEPIBARNARD & ASSOC; 25.90 25.45 X27,24 253 826 8138; JUL-19-01 1i:19AM; PAGE 212, ��..� dealer — .... , . *.c 10� 24.75 Stop O��{(ar° 5.05 �eig + 261 OEM � fit` � ,moi .• '� Mr . I 1�11�►u;Fr/r"4 �rrr � rt • • Irn� r_rrrry G G ll �rii�ririr% 1 • AVERAGE O• ABOVEGRADE MEASUREMENTS ON JULY 11, 00 PAR= Na ONION= AADhR1 W 2WM 20th PLACE S M: SADLER NORTH S B BARNARD ASSOC. INC. GRAPHIC SCALE LAW SMEs 7 0 10 70 w w AG1MM & pun= 12714 VALL£Y A1. £, SWE W "MM WAd7W ?tW MW ORASM N0, M77 -T4 ( A0 FRT) I Inch - $0 ft BUILDING DMSION an • 33530 First Way South IF-= 1 IR E C E I V E D Federal Way, WA 98003 (253)661-4000 A nnnn Fax (253) 661-4129 Tenant name Lot # Assessor's Tax # 6 d' - Building Owner's Name Address Citv State Za Phone X Name (F,M,L) P&ER ANb2ER l Address ;)q,63-5 9"f� O F 5 Ci ��5 / ni E State �� • Zi S Contact PersAn Na�E Day Phone�� g 77q // i Other Pho a a53 - 83$- Fax .�3�1151x`4NTfl1'E�i Forloral Wav Rucinpcc I icenQll Company Name71 t�s -F r S -t _ iak— LC (� Address city State Zi Contact Person Phone Fax Contractor's # (card must be presented) Expiration Date Verified ❑ Yes ❑ No Name Address 7'�( 56 sfi City State Zi Contact Person S z• Z Phone a5 3- X175-o3gala53 Fax - y75- 35$3 LEGAL DESCRIPTION Please Comw/ete Reverse Side L, ........................................................................................... ............................................................................................ ........................................................................................... Contractor Name t��CC City xistin9 Use Zi Contact roP os ed Use Fax License # Permit includes:_P-Building Verified ❑ Yes ❑ No IlRaips Tatial Fixture Count lumbin ns echanical ❑ Other Gas Hwt Type of Work: Er esidential ❑ Commercial ❑ Ni�e oo��----- AL9�ddition ❑ Remodel ❑ Repair Duct Work ❑ # of bedrooms�� ❑ Garage ❑ Deck ❑ Shed BBQ's Enter 1 st Floor -2246 Area Basement 1WIT 37 sq It sq ft 2nd Floor Zj�,40 sq ft Decks sq ft 3rd Floor Gara e sq ft sq ft Existing Floor Area sq It Proposed Total Area 7' sq ft Water Availabilit Sewer Availabilit ❑ On -Site Septic System Availability Project Valuation $ Zonin EJ �j a Lot Sizej,' .., L % `l Z Existing Bldg Valuation $ L, ........................................................................................... ............................................................................................ ........................................................................................... Contractor Name Address City State Zi Contact Phone Fax License # Expiration Date Verified ❑ Yes ❑ No ........................................................................................... Contractor Name Address City State Zi Contact Phone Fax License # Expiration Date Verified ❑ Yes ❑ No ..................................................................................... Water Closets Sinks Urinals Lawn Sprinklers Bathtubs Dish asfiers Drinkin Fountains Other Showersctric Water Heaters N Su Lavatories EjWashingMachine IlRaips Tatial Fixture Count AW—CHANICAIL EVALUATION ONLY $ Fuel Type (as/electric/other) Gas DrY14 f/" Air Handling = 10,000 CFM 15-30 Tons Length of Gas Pi in Ran e n - > = 10,000 CFM 30-50 Tons Furn <100K BTUs Gas Log f Unit H ter 50+ Tons Furn > 100 BTUs ns . cellaneous Fuel Tanks Gas Hwt Hood Boilers Above Grou Conv Burner Duct Work 0-3 Tons Under roun BBQ's Wood Stoves 3-15 Tons T 6*taI:..UN't..Q DISCLAIMER: I certify under penalty of perjury that the informs the above premises to perform the work for which permit applicati( attomeys' fees incurred in investigation and defense ofsuch claim), where such claim arises out of the reliance of the citvlmcludine its famished by me is true and correct to the best of my knowledge, and further, that I am authorized by the owner of made. I further agree to save harmless the City of Federal Way as to any claim (including costs, expenses, and ch may be made by any person, including the undersigned, and filed against the City of Federal Way, but only xrs and employees, upon the accuracy of the information supplied to the city a part of this application. Date: �I 0O Owner/Agent: Bua m.Ar REVMD 5/18199 famished by me is true and correct to the best of my knowledge, and further, that I am authorized by the owner of made. I further agree to save harmless the City of Federal Way as to any claim (including costs, expenses, and ch may be made by any person, including the undersigned, and filed against the City of Federal Way, but only xrs and employees, upon the accuracy of the information supplied to the city a part of this application. Date: �I 0O City of Federal Way CommunityDevelopmcntSenices Building - Single Family Permit #:00 - 103462 - 01 - SF 33530 1st Way S Federal Way, WA 98003-6210 Ph: 253.661.4000 Fax: 253.661.4129 Inspection request line: 253.835.3050 Project Name: SHELLEY P Project Address: 29635 20TH )UP S Parcel Number: 012103 9003 Project Description: RES ADD - Demolish existing house & guest cottage, retain indoor pool; rebuild house on W side of pool. Existing ADU & barn to remain. Includes plumbing & mechanical. ** Proposed selling price: $750,000; 3 bedrooms ** REVISED 4/27/01 - Moving approx. 500 cu yds of soil from building dig site to other areas on property (reviewed under 01 -101667 -EN).** Owner Applicant Contractor Lender Steven G Shimizu PETER & ANDREA SHELLEY TERRY JENSEN CONSTRUCTION ( PETER & ANDREA SHELLEY 24635 8TH AVE S 29635 20TH AVE SW TERRYJC0160Z 5/15/01 29635 20TH AVE SW DES MOINES WA FEDERAL WAY WA 98023 TERRY JENSEN CONSTRUCTION ( FEDERAL WAY WA 98023 98198-3854 Yes P.O. BOX 1326 R-3 Includes: Census category: 434 - Reside #1 #2 #3 #4 Occupancy Group: R-3 Construction Type: Type V - N Type V - N Occupancy Load: Floor Area (Sq. Ft.): 1st Floor Proposed Sq. Feet ................................. 3467 2nd Floor Proposed Sq. Feet ................................ 2260 Basement Proposed Sq. Feet................................2171 1 Census Category ................................................. 434 - Residential alt/add - no, Construction Type#2.......................................... Type V - N Deck Proposed Sq. Feet ....................................... 520 Garage Proposed Sq. Feet .................................... 845 Height of Structure .............................................. 34.5 Mechanical ................................................. Yes Occupancy Group#1........................................... R-3 Plumbin g ................................................. Yes Total Building Sq. Feet ............. ........................... 8743 Total Proposed Sq. Feet.......................................7898 Zoning Designation ............................................. RS 15.0 Plumbing Fixtures Description Quantityl I Description lQuantityJ Description Quanti Dishwashers 1 Laundry Washer Outlets 1 Bathtubs Lavatories 6 Water Heaters t Showers Sinks 1 3 11 Water Closets 5 Mechanical Fixtures Descri tion Quantit Description JQuantiDescription JQuantitA Fans 7 Furnaces 1 Ranges Hoods 1 CONDITIONS: 1. Retain & protect identified significant trees per FWCC, sec. 22-1565 - 1569. Bright protective fencing is required at the dripline of retained trees. 2. The driveway shall be paved per FWCC, sec. 22-1453. Driveway shall be paved from the existing roadway pavement edge, or curb, to the garage or carport. 3. Per FWCC, sec. 22-1133(4), eaves, chimneys, awnings & similar elements of a structure that customarily extend beyond the exterior walls of a structure may extend up to 18" MAXIMUM into the required yard setback. Additionally, total horizontal dimensions of the elements that extend into a required yard, excluding eaves, may not exceed 25% of the length of the facade of the structure from which the elements extend. 4. This decision shall not waive compliance with future City of Federal Way codes, policies, or standards relating to the subject proposal. 5. A height certification will be required by roof sheeting inspection with maximum building height within 2' of may hoiaht. ner Citv of FPrlrrnl Wnv. 6. prior to -final building permit approval, the existing on-site ADU must conform to all current Federal Way , Codes. 7. A Local Improvement District Waiver of Protest Covenant (LID agreement) must be signed, notarized, and returned to the City with recording fees. 8. No building shall encroach onto any building setback line or easement shown or not shown. 9. Maximum driveway width is 30 feet. 10. Building setbacks are: 20 feet front; 5 feet sides; 50 feet rear, from ordinary high water mark. PERMIT EXPIRES October 31, 2001, IF NO WORK IS STARTED. Permit issued on May 4, 2001 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: POSTIS CARD ON THE FRONT OF BUILDI4 ' "r'orBUILDING DIVISION V Alr�E�— INSPECTION RECORD INSPECTION REQUEST PHONE #: 253-835-3050 PERMIT #: 00 -103462 -01 -SF OWNER'S NAME: Steven G Shimizu SITE ADDRESS: 29635 20TH S () FOOTINGS/SETBACKS () FOUNDATION WALL O DRAINAGE: Line O Connection () UNDERFLOOR FRAMING () ROUGH PLUMBING: DWV Water piping O ROUGH MECHANICAL Gas piping () SHEATHING Roof Floor () SHEAR WALLS () ELECTRICAL ROUGH -IN Ditch Cover () FIRE/DRAFTSTOPS ...._ O FRAMING/FIRESTOPPING () INSULATION: Floors Walls Attic al P .. ..a..., v(� r�- ONS OW' () WALLBOARD NAILING () SUSPENDED CEILING O ELECTRICAL FINAL () PLANNING FINAL () PUBLIC WORKS FINAL O FIRE FINAL DEPARNTT (.) BUILDING FINAL P l a a a 10 St Ql PI 1 I'1 or b --h Aoil 9 R RE C r=IVED MAP 19, Cff Y OF FLL;,-t-'AL vvAy BLULDING DEPT. 91 LiI k( -,e ® 4 fou^oLcA i ov\ btt",ovs b j ea-r4-� �LCVec ,, UnAls #Lpl-/ o 3 `t to I— co Larry E. Steward PE 24738 SE Mirrormont Drive Issaquah, Wash 98027 Fax 425-557-1571 Phone 425-392-0342 March 7,2001 5E ED b u �r� L; �. Attn: Terry Jensen (/! Jensen Construction Ex;ri; P.O. Box 1326 Issaquah, Washington Structural Analysis of wall for Shelley Property Remodel Maximum height of fill= 8 feet. Assume 35 lbs per cubic foot of equivalent fluid pressure 8x 35 = 280 pound per square foot at bottom of wall. @2.667 feet from the bottom the pressure will be 5.33 x 35= 187 pounds per square foot @ 5.33 feet from the bottom the pressure will be 2.67 x 35= 93 pounds per square foot Assume the ends are fixed against rotation and the span is 23 feet. Use 10 inch thick concrete wall Negative moments at ends will be 1/12 w12 and positive moment at center will be 1/24w12 Negative moment = 1/12 x 280 x 232 = 1234 foot pounds Positive moment = 1/24x 280 x 232 = 617 foot pounds If ends are not fixed there is no negative moment at supports and the positive moment becomes 1/8 w12 Max positive momnet = 1/8 x 280 x 232 = 1851 foot pounds Using working strength design andf, = 20,00 psi and f c= 2500 psi then a= 1.44 and As=M/ad where d will be taken as 5 inches For 1851 foot pounds at center of span the area of Stell As= 1.851/1.44 x 5= 0.25 square inches per foot of wall. Use #4 bar @ 0.20/0.25 x 12 inches = 9.6 inches say 9 inches on center @ 2.67 feet up from the bottom the moment will be 2/3 of 1851 = 1234 foot lbs. As= 1.234/1.44 x5 = 0.17 inches per foot or say about .20/.17= 1.18'=14 inches on center @ 2.67 feet down from the top the moment will be 1/2 of 1851= 617 foot lbs As= 0.617/1.44 x 5 = 0.09 inches per foot or say about .20/0.09 = 2.22'= 27 inches Vertical steel Assume 8 foot span with simple support at top and bottom with triangular load with W= 280 x 8/2= 1120 lbs Moment maximum = 0.1283 x 1120x 8 = 1150 foot lbs As = 1.150/ 1.44x4.5= 0.178 square inches per foot of wall Use #4 at 12 inch on center for vertical steel i Sheet Metal Existing steel f 1*I.R! ®�A�A��AAi�!iAq�iMAAiAIA�A!®�� '`!i`�!i�!i��!i��!% '�®��iiliAAP!'!►'��AI�Ai�A�A�®�� .;��.:::: ' •. • • •• • • • • • . • • • • • I I 111 • •- '1 - • -• • .• • - • - • .- Lap 16" o a. ,," /03Li6-D a0 15' --------------------------- ROOF I I I I STING GLU-LAM IN POOL AREA I I -Wall with sliding glass doors ----------- - Temporary 4x4 wood upper wall supports ------- --- i - __ --------------------------- ____ ______ _ POOL dist Slab `12" THICK X 30 " WIDE FOOTING Go 4 inches under existing slab SECTION A -A RECEIN/F70 mp 1 Q11YGr•; BUILDING DEPT. LARRY E. STEWARD PE JENSEN CONSTRUCTION 24738 SE MIRRORMONT DRIVE REMODEL OF HOUSE ISSAQUAH, WA$H 98027 @ 29635 20TH PL. SW PHONE 425-392-0342 FEDERAL WAY, WASH FAX 425-557-1571 NW • r. �• • , i Sheet Metal Existing steel f 1*I.R! ®�A�A��AAi�!iAq�iMAAiAIA�A!®�� '`!i`�!i�!i��!i��!% '�®��iiliAAP!'!►'��AI�Ai�A�A�®�� .;��.:::: ' •. • • •• • • • • • . • • • • • I I 111 • •- '1 - • -• • .• • - • - • .- Lap 16" o a. ,," /03Li6-D a0 15' --------------------------- ROOF I I I I STING GLU-LAM IN POOL AREA I I -Wall with sliding glass doors ----------- - Temporary 4x4 wood upper wall supports ------- --- i - __ --------------------------- ____ ______ _ POOL dist Slab `12" THICK X 30 " WIDE FOOTING Go 4 inches under existing slab SECTION A -A RECEIN/F70 mp 1 Q11YGr•; BUILDING DEPT. LARRY E. STEWARD PE JENSEN CONSTRUCTION 24738 SE MIRRORMONT DRIVE REMODEL OF HOUSE ISSAQUAH, WA$H 98027 @ 29635 20TH PL. SW PHONE 425-392-0342 FEDERAL WAY, WASH FAX 425-557-1571