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09-103398City of Federal Way Community Development Services P.O. Box 9718 Federal Way, WA 98063-9718 Ph: (253) 835-2607 Fax: (253) 835-2609 Building - Single'Fam-ily Permit #: 09 -103398 -00 -SF Inspection Request Line: (253) 835-3050 Project Name: JOHNSON Project Address: 36443 10TH CT SW Parcel Number: 111263 0190 Project Description: ADD - Construction of a detached 700 sgft patio deck cover. Includes plumbing and mechanical for outdoor fireplace and sink install. Owner A Ii ant tr L n er JOHN & JAE JOHN N J N SCHAC New / Additional Sq. Feet - Deck .......................... JO JAE JOHNSON 36443 10TH CT C ACK A + D'L I 3644 10TH CT SW FEDERAL WAY W 5926 LIFORNIA A,' EDER WAY WA 98023 .A A 98 6 _000 �nsus. I New/ Additiondl : Deet - Ist Floor, ........ New / Additional Sq. Feet - 3rd Floor....................0 New / Additional Sq. Feet - Basement...................0 New / Additional Sq. Feet - Deck .......................... 0 Mechanical to be Included?....................................Yes New / Additional Sq. Feet - Other ..........................700 New / Additional Sq. Feet - Total ........................... 700 Zoning Designation................................................RS 9.6 Fireplace Inserts...... Gas Piping.......... k I in number of units Occupancy 41 - Area (Sq. Feet).............................700 Occupancy # 1 - Construction Type ........................Type V - of New / Additional Sq. Feet - Garage.......................0 Occupancy # l - Class.............................................R-3 Plumbing to be Included?.......................................Yes Occupancy # 1 -Use ............................................... Residence (1 or 2 family) j f% CONDITIONS: Contractor information to be provided prior to pouring concrete. PERMIT EXPIRES Sunday, March 7, 2010 Permit Issued on Tuesday, September 8, 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 s rules and regulations of the State of Washington the City of Federal a . ) A Owner or agent: te` 1_05'-6 ' THIS CARD IS TO REMAIN ON-SITE - 4 CITY OF Construction Inspection Record Federal Way INSPECTION REQUESTS: (2.53) 835-3050 PERMIT 4: 09 -103398 -00 -SF Address: 36443 10TH CT SW Owner: JOHN & JAE JOHNSON FEDERAL WAY, WA 98023 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) Initial Erosion Control (4 65) E] Footings/Setback (4110) Approved To be done prior to breaking ground Approved to place concrete By Date By Date By� Date � V,,'f 0 Foundation Wall (4115) 0 Drainage/Downspout (4040) Date Approved to place concrete Approved to install wallboard By Approved to backfill By Date By By Date By Date 0 Framing (4120) Approved to insulate El Slab/Concrete Floor (4255) 0 Underfloor Framing (4285) Final - Mechanical (4065) Approved to place concrete E] Final - Plumbing (4075) E] Approved to sheath floor By Date By Date Shear Walls (4245) Approved to install siding By Date 0 Mechanical Rough -in (4165) Approved By Date Interim Erosion Control (4370) Approved By Date Roof Sheathing (4220) Approved to install roofing By Date Gas Piping (412; Approved to release test By Prior to scheduling a Framing inspection; Electrical, Plumbing & Mechanical Rough -in and Fire/Draft Stop inspections must be signed -off and approved. IBC 109.3.4 d10 59 rl Rough Plumbing (4230) Approved By Date Approved to install wallboard By Fire/Draft Stops (4095) Approved By Date By By Date 0 Framing (4120) Approved to insulate By Date rl Insulation (4150) Gypsum Wallboard Nailing (4130) Final Electrical Approved Final Erosion Control (4375) Approved to install wallboard By Approved to install mud & tape Approved By Date By By Date By Date Final - Mechanical (4065) E] Final - Plumbing (4075) E] Final - Building (4050) Approved Approved Approved By Date By Date By Date Rough Electrical Approved Final Electrical Approved Right of Way Approved By Date By Date By Date -L03 i` ""°• gCEIVK%PERMIT MF CO ME EL PL DE EN FP ' � • Federal sERv CO2 3 607�FwpmE'y253-8526VP o 2 2VAP PLICATION www.dt offedemhmu.mm CITY DF FEDERAL WAY PROPERTY SITE ADDRESS C 3 b"y { 4 Iva W"IK? sW. 4 G toAlLoft. q V VL� SUITEMNIT # N ZONING '9 - b ASSESSOR'S TAX/PAR # t t ► 2 3- 1 q S� _ PROJECT NAME OF PROJECT (Tenant or Homeowner Name) 1 ►Q Z�� E(�� TYPE OF PERMIT BUILDING XPLUMBING PI` MMECHANICAL ❑ DEMOLITION ❑ ELECTRICAL ❑ ENGINEERING ❑ FIRE PREVENTION wto l00CV-4--rE" ?"10 PC DEf S fS PROJECT DESCRIPTION Detailed description of work to be included on this permit only � AV) D *I-T"C� %3 wN tS kAo AIAS- IV-Azi5ga, PEOPLE PROPERTY OWNER PRIMARY PHONE MAILING ADDRESS, CITY. STATE, ZIP 36HN31D'r"60qV--1 E-MAIL. 61= ��•coNl OWNER IS ALSO:CO-NTRACTOR-y►�l APPLICANT raj PROJECT CONTACT NAME ro� {� PRIMARY PHONE MAILING ADDRESS, CITY, STATE, ZIP FAX CONTRACTOR WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE FEDERAL WAY BUSMA38 LICENSE # APPLICANT xAnn �� PHONE ("" �) 7PRIMARY (>Z'' 1 AWLING ADDRESS, CITY, STATE. Z>P 9 -126 FAX - PROJECT CONTACT NAME PRIKARY PHONE (The individual to receive and ( ) - MAMING ADDRESS. CITY, ATE. ZIP respond to all correspondence concerning this application) ALTERNATE CONTACT NAME: PRIMARY PHONE ... E-MAIL PROJECT FINANCING Requiredfor projects with y-� ��'( VW � OWNER -FINANCED MAILWG ADDRESS, CITY, STATt, ZIP PRIMARY PHONE ( ) _ value of $5,000 or more (RCW 19.27.095) I cert(fy under penalty of perjury that 1 am the property owner or authorized agent of the property owner. I certVy 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 authorised by the issuance of a permit. Z 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 qfficers and employees, upon the accuracy of the ir4for7nation supplied to the OV as part of this application. SIGNATURE: DATE 2 PRINT NAME: Bulletin #100 - 4/21/2009 Page 1 of 4 k:\14andouts\Permit Application AWL I� Indicate number of each type c BATHTUBS (or Tub/Shower Combo) DISHWASHERS DRAINS DRINKING FOUNTAINS HOSE BIBBS PLUMBING MECHANICAL FIXTURE 'xture to be installed or relocated as part of this project Do not include LAVS (Rana siras) Value of Mechanical Work $ -500 (A COPY OF BID OR ESTIMATE MUST BE PROVIDED) Indicate number of each type of fixture to be installed or relocated as part of this project. Do not include extstingftylures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS (commemtat) 82; BOILERS FURNACES HOT WATER TANKS (Gas) b1,KyC0R- COMPRESSORS GAS LOG SETS REFRIGERATION SYST vIP�FiEi. DUCTING GAS PIPING WOODSTOVES Indicate number of each type c BATHTUBS (or Tub/Shower Combo) DISHWASHERS DRAINS DRINKING FOUNTAINS HOSE BIBBS PLUMBING FIXTURES 'xture to be installed or relocated as part of this project Do not include LAVS (Rana siras) TOILETS _ RAINWATER SYSTEMS URINALS _ SHOWERS VACUUM BREAKERS SINKS (&trhenjutwty) WATER HEATERS (Electric) SUMPS WASHING MACHINES I fixtures to remain.. WATER PIPING OTHER (Describe) TOTAL. FIXTURES GENERAL INFORMATION PROTECT VALUATION WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING :1� 1 S Lfttje:�' "SIWAIL41 (Axr I4CiJ 01Tit' ,► Ss ss � 1 $ o 00 . $ 3 000 EXISTING/PREVIOUS USE S1t k�1� Orli E LOT SIZE (In Square Feet) 88 O ERISTING FIRE SPRINKLER SYSTEM? ❑ Yes � No PROPOSED FIRE SUPPRE&SION SYSTEM ❑ Yes )Q No RESIDENTIAL AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE __._ __._.._.... _.....................______.._..._.... _............................ BASEMENT J FIRST FLOOR (or Mobile Home) ADDITION SECOND FLOOR COMMERCIAL - REMODEL/TENANT IMPROVEMENTS ... .......... .... ......................... _____.._._..._._._._..._._.__.__._-____._.---__..�____.�.. COVERED ENTRY l u `� Additional Information -- x'110 0 OO loo GARAGE)( CARPORT ❑ Fj 4j �j0 OTHER (describe) �--• -- ........ ..... ...... __._...._..._.___.__.._..____.___.._..._ Area Totals 37 �S - j oa Hy ZS __._..__.... _.._... _............._..._............__ "*NEW HOMES ONLY** ESTIMATED SELLING PRICE $ �^ # OF BEDROOMS COMMERCIAL - NEW/ADDITION AREA DESCRIPTION Area in Square Feet Occupancy Group(s) Construction Type # of Stories Additional Information NEW BUILDING ADDITION COMMERCIAL - REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area in Square Feet Occupancy Group(s) Construction Type # of Stories Additional Information TOTAL BUII.DING TENANT AREA ONLY PROJECT AREA ONLY Bulletin #100 — 4/21/2009 Page 2 of 4 kA HandoutsTermit Application III. 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SISAlVNtl3oO3 NOIIVWNOdNI133roll - nvM3nlaa ONI151X3 °n, an�naixaoae°o, ` afie ' sa.nrvnnarvmn,� 3,dn3wa3w ,a3�rvn°waan�x, ° E, ��arvanaawna3�a3,3 ry --_. -_.. a3 nowaanixaaowouoe oi.s-ciao as z, _ V -._ --NVId `JNIl13O.O31031d321_.. -_-. _..-. --. _ : aaworss alas aoom , NVId `JNIWt/i!d dOO1SaNV --- --- — AvM lvM 1sIX3 (fig .u.rco�r:s vv Ivrd Jo08oa `N WN Kel a_o�_,r"s poi 3ovrviva —.—NI...1s9i,vas 3adax xnaaoov �g .o-e=.ere:a,ns Wd HOOld TI 1vasa"�,s�a3.n��aan,�aa I 3 _ a_ ; Iv OVd'ONOO 1SIX3 AVMNIVM'ONOOM N 3snOH ONIISIX3 OVd'ONOO.8xq M3N • COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING FILE Structural Calculations for the Johnson Backyard Porch Schack a+d August 28, 2009 S09-1808-02 Co& tiS�• fe ,G, . 48/0NAL G) e• vg-° 1 Prepared by: Brian Matsumoto, S.E. PERMIT: # 09-103398-00 SF RECEIVED ADDRESS: 36443 10TH CT SW PROJECT: DECK PATIO COVER SEP 0 2 2009 OWNER: JOHNSON DATE: 9/2/09 CITY OF FEDERAL WAY CDS COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING • • LiV, L ak ter--...- "m _. • 0,4';---- STho -‘,1 =,,,,.),P0'-'2,-‘ : • 71,--' -7:4 .C. f. 4): k'r""%, - : tca, i • _ 'ce- ; - , • . . . .42 c.,4, . - • ., i i " e 4 . '.e 1 • ' 1 1 i . I I I I 1 I : i �a�. S . i 1 , , -! r e .IE _._ • _ , _ .— __ ', : • i ; ; ; ! ! ; ! e) ,t,1,.., ! I I : : i ; ! ; i 1 : : T ._.. .:. .; __I I 1 i-,�--it-:: -.s'=-1,c«-, t A, .tom= �5 1 ; I �- . ; , . : , . CC . b : . 1.,„,,,i ., & . . ., rs.;s. ,..,,,totu. , . z...410t. ,c... . r . „ . , : t''' • ; .. ; i : : . ! . 1 . : ';A' , ...or_ 1 ; i ; i ' • 1, 1,,,,li ''' • ; ; 1 . ..... ...,,,t..t s, . . _ • - • a f 1 ! a ��88 i c9 E 1 i rtp • 11 A'/ 6 • E , i , I i t ..� J � I I Project 1 g,o 4.4 Designed By: i IA Date: 9/24/c1 Project Client: Checked By: Sheet of 413 PINE STREET • SUITE 300 • SEATTLE,WA 98101 • P:206/343-0460• F:206/343-5691 1 . ' 4 i1 --- -- 4 , :ti— :-; 0 I :--- ,-.1 c .. . t . ..4 C't 1.. _ -k CO ACti, • ___.. I 1 .......r ,a_ 1i 0 1 ..1 -.....,`"' i i ,. l• -....9 1 0 v i i —9 ....- 5- ",' 3 -3" 4,- g f) s.:1 1 • V 1_4 • f . . Ca1. •'.)`• ' I ' ,,I; t....-- •4. E \ . \ A - - 1 1 . \/_ 2 IF Ii\\ 1 %_ 1 ' "" ..."'-'.'-''.. "." a ® \ N r — _ _ t.... 1 Ciuto IN \I I ..... 5—,--s, 1 I 1 3 3 ' • >s k '70 dil.0 SIELUVH.gic I 1 I - 0 " 2• . ' g • . , . • g . • :42) . . rim zoo i , , -.... 5 0 r- 0 .1 0 > )•••• • '-. 1-41 ;Y g I ili eNs I 4. '-'"- ; 3 I it ; t'• . 5 pit t ___.. t.., 1 <--- • • . • . ii - II. .,,1 I. I mii g I •1 I iLL Iii =.• . ... 1.) EL,...) PAM EPS . \ i il .- i 1 • . . -... . . k- I 2 1 ° . .. . . . .b ca I ' . 0 1 Ivo.%e elealva 1 I 31 i I Li- • - 'Mu . 3 . -. . ® , 1, I if< _ L . ..1— .- . . . . _ -. • . - , • .. • , _ . -. . . . . . - ' ' • . -- • • : .:. • t•A -e. v4 — ' . ... . , •. — . s'")' < MS 0 n . • • . ) • L--- . . ' ,.. . • ft,001-- fy?- . Maximum Joist Span Calculator -Joists/Girders are analyzed as being uniformily loaded and continuously braced on it's compression edge Dead Load = 5 psf Grade: Douglas Fir#2 **Live Load = _2 psf **Put at least 0.1 psf Live Load for Live Loads =0 psf Joist: 2 x 8 'w Size Factor CF = Plies: 1 v Spacing = -; 1. in. oc. Repetitive Member? LSO: s Cr -g4tikiW - wpead Load = 10.6'7 PLF Load Type: Floor WLive Load = 53.55 PLF • 3-, -n WTotal Load = 44 PLF Include Incising Factor for P.T.? NO Fb CI Fv: GI = E: CI Total Load Deflection Criteria L/24o Live Load Deflection Criteria L/360 V Maximum Span = Live Load eFlection Cor'troIIed Length of Joist/Beam - 73 ;11411a --- ZliwAg ) tic4., c-TteS5F-- 5/28/200c1 0. IA 0 it < . , ---. ,.. A- to- rt...J \ -L +—` I I 1g 1 a 0 $ aI aI I . 1, Gi - — — _ . 4 �T / 1h ° 10 8 1-; 6 IL reLI.o- Flu I ° ° 2 aa z I 1 L_ -.—� $ Cr , J 31 L z . I 6aliEl 14' t1:: ao Q - I'.. I _11of I18 VI�—IL fi _ r • .ra ,t.t e.t • • L Conterminous 48 States 2006 International Building Code Zip Code = 98003 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.242 (Ss) 1.0 0.423 (S1) Period Maximum Sa (sec) (g) 0.2 1.277 (Ss) z- S 1.0 0.434 Period Minimum Sa • (sec) (g) 0.2 1.199 (Ss) 1.0 0.408 (S1) telo„,1 Conterminous 48 States 2006 International Bu' ing Code Zip Code = 98003 Spectral Response Accelerations SMs and SM1 SMs = Fax Ss and SM1 = FvxS1 Site Class D Period Centroid Sa (sec) (g) 0.2 1.246 (SMs, Fa = 1.003) 1.0 0.667 (SM1, Fv = 1.577) Period Maximum Sa (sec) (g) 0.2 1.277 (SMs, Fa = 1.000) 1.0 0.680 (SM1, Fv = 1.566) Period Minimum Sa 1.0 0.650 (SM1, Fv = 1.592) Conterminous 48 States 2006 International Building Code Zip Code = 98003 Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3xSM1 Site Class D • Period Centroid Sa (sec) (g) 0.2 0.830 (SDs) 1.0 0.445 (SD1) Period Maximum Sa (Per g Qs L 0.2 0.851 (SDs) 1.0 0.453 (SD1) • Period Minimum Sa • (sec) (g) 0.2 0.816 (SDs) 1.0 0.433 (SD1) Conterminous 48 States 2006 International Building Code Zip Code = 98003 MCE Response Spectrum for Site Class B Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Period Sa Sd (sec) (g) (inches) 0.000 0.497 0.000 0.068 1.242 0.056 0.200 1.242 0.485 0.341 1.242 1.407 0.400 1.057 1.652 0.500 0.846 2.065 0.600 0.705 2.478 0.700 0.604 2.891 (sec) (g) • COUGHLINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING • E .,.___C\''"tifi-ji—e— . iiii,, C.. k...,...,te,....',J., . Ca 1,,Ii,1/4.0.4;e4--e-,4 ;..1 3,1-4-1.-"... 1. ‘ .,,,..a.- ,.,„..)_ -1. 100, (c)" c.,,,....._1) ir ,..o., c , '----,- -.; t 6,8 Svc \I C fit'S iA,L c' S litS- • - - . S! ' • • 005r, ,, ". =.>- •' V\IF.4„,,, ,r,.•:":,,6 00, -,q',.(Sit,6t). ''''t.f.?‘-'-1) ' • • I '''' ,.:: ,: j:ii--.;: : „.4;,. r 1 I i . . 1 { , � i ; I Project: k4-0 SWiDesigned By: 31140111 WI Date: g 'LE D h Project Client: Ak• Checked By: Sheet of 413 PINE STREET• SUITE 300• SEATTLE,WA 98101 • P:206/343-0460• F:206/343-5691 _G. m o o A-so =. 1-- 1 z ft'N't.------'----,,---------,..„, 1 1 s 3 I n r ( 2 I ' 'J'O.91®SIHL�Vl1BKL'O I J - (.. — 1 1 I i gl ( ''---. .. 4-<_,'o O \ M Mae e I 1r \ — o IF h m ilVall 2 0 i lrerf- + riZLY4 1 I ti; d I 5 lit'o g !II 1 42 J1C-- \. 1 i ILI___{ .... ,i • , 11 I . , I 1 g v i� iES I (j Us j I —. 0 1 I l 'o'o.9t®maim ax¢ 1 I OA ¢ \ � L� - - - �L I e � x&1. / CeS22 7 a to 2 t- ' a ti O n iT r co — N 3 <b bW m I o il o N o N CN d N o to 65 ........ g = t 0 4112 0 4 I re .2 MN `a *11 Y to (0 J J 13 1' v O (0 V.. v A zW :,:,(110 ..: N cf) 46 \ >i_L. tn 1.a. v\ % "' 4-1 M l..) r ''� a 5 to v 4 6W a c to 0 W N .. ('J,- f0 LO W cn N J'E- X �° ' w O ifi} p 7 U S Company Aug 28, 2009 Designer 4:15 PM Job Number Checked By: Wood Material Properties Label Species Grade Cm Emod Nu Therm(\...Denslk/ft^3 1 DF Larch Douglas Fir Larch Ne 1 1 .3 .3 .035 2 So Pine: _,__ Southern Pine No.1 - =11 .3. .3 . 035 Wood Section Sets Label Shape Type Design List Material Design Rules A fin2] Ivy[in4] lzz jin4] J[in4J 1 Column 6X6 Column Rectangular DF Larch Typical 30.25 76.255 76.255 128.871 2- ==Beam . 6alr t Beam.--- Rectangular DFLarch __ Tyypical a._' 63'25 •.:159.443"=697.068 -.446.446 3 Brace 4X4 VBrace Rectangular DF Larch Typical 12.25 12.505 12.505 21.134 4 column68=` -6X8 .. Column Rectangular DFLarch` 4YPiCa lig 441.25i_ .103.9841 193. 5w_228.406= Wood Design Parameters Label Shape Length... le2[ft] lel[ft] le-bend top[ft] le-bend bot[ft] Kyy Kzz CV Cr y sway z sway 1 M1 column68 10 n .a 3 M3 column68 10 5 M5 Beam 10 6 M60 .Bearn� ;s1 ...: z . ,Y: , 7 M7 Beam 8 zrgy TieM$M 8ra�:WM ems;M, i ` Ware Wffirt MN ill lM 9 M13 Brace 2.828 . 1.0.E tiMUTVArgett-2l828;,.ta V= �:�: �.1 7=- 7 _ Mili_. tea.��7.-. . 11 M11 Brace —2.828 Member Primary Data Label I Joint •J Joint K Joint Rotate(degl Section/Shape Type Design List Material Design Rules 1 M1 N1 N5 column68 Column Rectangular DF Larch Typical w� --;;--§ree_44—ti:Wetilumnfi8 colt i inn eta guar kDF Larcfi t*S .ypical 3 M3 N3 4 N7 90 column68 Column Rectangular DF Larch Typical .� iir [' 8 .. . �. ` column68:Colurnni Rectangular;_DF Larch' _Typical �- 5 _M5 N5 N6 Beam Beam Rectangular DF Larch Typical 6- Y -0 . N21 , i , Beam Beam. Rectangular .DF Larch .Typioc 7 M7 N7 N8 Beam Beam Rectangular DF Larch Typical 8'V VN9 1 :N1VV ' - ar P.StffielNiVEITtgegiikectarngulare:DP Larch: Typical 9 M13 N18 N12 Brace VBrace Rectangular DF Larch Typical 10 M10k =-n 1 N15 kaNdtki: i..VZIMI >:Br-ace VBrace Rectangular .r.iF-Larch ..Typical . 11 M11 N16 N18A Brace VBrace Rectangular DF Larch Typical Joint Reactions LC Joint Label X[k] Y[k] Z[kJ MX[k-ft] MY[k-ft] MZ[k-ft] N1 -.489 -.088 0 0� �_ 0 0 kl-l'Uz.1A.,g--,i.:,-7.ii-- -112i---.::rj---'-- -:' r:'' Vod.6:.-CiWc-i,rA14ttgiM-Z 7.,;,./*,1,--;.--,31.0-1.1.=WaN3 -.006 -.646 0 0 0 0 . 1 N5 0 0 0 y�--.N4 - 5 =- 1..0_46 0-. y- 4 _ 'p y - .,= 0 0 0 7 1 N7 0 0 0 0 0 0 9 1 N20 0 0 0 1 0 _ 0 0 11 1 Totals: -1 .8 0 RISA-3D Version 8.0.1 [C:\...\BYM\DesktoplJohnson Porch\Johnson porch east-west back.r3d] Page 1 1 Company Aug 28, 2009 Designer 4:15 PM Job Number Checked By: Joint Reactions (Continued) LC Joint Label X fkl Y fkl Z fkl MX fk-ftl MY fk-ftl MZ fk-ftl 12 1 , COG (ft): --i-k 1.6 5 Y: 10 Z: 0 L . .. _ LL_ _ Member Section Forces LC Member Label Sec Ax'- k Shear k z Shea k Tot-sue k-ft - Moment k-...z-z Moment k-... 1 1 M 1 1 -.088 .488 0 0 0 0 2 . Wi 2 088 <..._.488. r- ;0- ... .0 `-t -1.22 3 3 -.088 .488 0 0 0 -2.441 `4* . - _ tom =;088 .£ ' .; 488_ . 0 -:-- ,, ®rag W-. - _ 61 0� _- ..3 6 5 5 2.35 -1.953 0 0 0 0 7 2 .488 0 T .002 0 .004 0 4tM __...._�� :W= w_h�.. . iZgEti zafitollatt c_._Sn 0-.."--44!:7 li,- �UO2 K _M �� .:0:08a�« $ _0*7 9 4 .488 0 .002 0 .012 0 F0 , �_,�_r °- '`:488 41 x�-'. 0 .�,m = .• ��, ;�0� � _ . :�® 77 11 1 M3 1 -.646 0 -.002 0 0 0 ME2-=-. 6 6°' r 1 -.002 -- . -0 :.004 0`�1Va0 13 3 -.646 0 -.002 0 -.008 0 14 -= .,�= j- _ 4 =6 6 t -.002 fi V e.WI-4: WAS r 15 5 -.646 0 .014 0 0 0 16 1` M4'` :. 1 1.046 f, .._ 518 • 0 i '"®" ,a` e' 0-. 17 2 _1.046 .5=111.1 0 0 -1.296 18 ® i ` , , 0-. '1r .-, 01 �x `=2.592 o ® .gam 5' -1.542 0 0 0 0 , 21 0 M5 1 2.207 ' 1.953 0 0 0 0 23 444, 2, -.23• -.488' 0 0 .. 3 -.239 -.488 0 0 0 -2.441 :4, 4 -1 `239:; -.488 0 0 _ ' ; 0: -1.22 25 5 -.239 -.488 0 0 0 0 2m:.1 - M '- .oli `p 6 -0 0 � `. 1iffi . -EOi 27 2 .016 0 0 0 0 0 2'6 � .. 29 4 .016 0 0 0 0 0 31 1 M7 1 .26 -.647 0 0 0 0 - fa A �.-` x -%2 217 ._ ` 64t7a M0 _ .MBA: _. 0 ` - 1429:3 33 3 .26 -.646 0 0 0 2.586 35 5 -2.322 1.939 0 0 0 0 36 1 M 8l�.�ti k � 37 2 -3.453 0 0 0 0 0 38 _ 1 -" 7__ 1 eggativa W 0 `R - 0 . m . -'0 isanotem �0 ma 39 4 -3.453 0 0 0 0 0 W0 - s , ._¢. i5'i_ci u ._344i56* C "<- 0 0 ._ gi .A0 `4_ 41 1 M13 1 3.656 0 0 0 0 0 0W`�.• " 6. ._.:_ a0 43 3 3.656 0 0 0 0 0 a 45 5 3.656 0 0 0 0 0 Joint Deflections LC Joint Label X jin] Y[in] Z[in] X Rotation[rad] Y Rotation[rad] Z Rotation[rad] 1 1 N1 0 0 0 0 0 -1.037e-2 2 1 : N2 . '` L 0 = '0 r O f 0 --itii , - 6:707e 3 3 I 1 N3 0 0 0 0 0 -6.744e-3 RISA-3D Version 8.0.1 [C:\...\BYM\Desktop\Johnson Porch\Johnson porch east-west back.r3d] Page 2 Company Aug28, 2009 Designer 4:15 PM Job Number Checked By: Joint Deflections (Continued) LC Joint Label X finl Y finl Zfinl X Rotation Iradl Y Rotation fradl Z Rotation Iradl 4_ . .., 1'.. =N4M ¢ .ltr .0:1° r- ali i.°u T 0 A x ? , 0 _ - : :.0' 1.059e 2ir: 5 1 N_5 .808 0 0 0 0 -1.279e-3 6. ,��1N . N6._t .__4.,.._it g 808 it IC :g1li0 -''.' -�01 ::��i ,0*ak -6.:769e-3 11: 7 1 N7 .807 .001 0 0 0 -6.682e-3 1 3"` N8 M a T;K' 807Y Z t ." � - 0 ` "�'. e �,�� f .9I325e4..= r'k 9 1 N9 .765 0 0 0 0 -3.097e-3 arm° 1 st 4 N1,2 : 4,M2 IA . .00 L `0 5 r,: U. .. ' s �0M' 2 86 a 3- 11 1 N13 .807 -.034 0 0 0 -1.01 a-3 12 1O .'`N BFAMOA- r... 8 :025 . . 0 _ , ;, � 2. ® _ -6 `e-4 ..-6:9 13 1 N20 .726 0 0 0 0 -6.763e-3 :14. .1._1.: N21 ` - - 726 --7,':W 00.1 ^ 0I ;:_ ®EI -� 8e,13. 15 1 N15 .645 0 0 0 0 -6.751e-3 -6itggatIO 17 1 N17 .808 -.024 0 0 0 8.811e-4 18 MI12 4T NI A" ate} _i - 806 . `` __ . 0' -' era 455e ; Member Wood Code Checks . LC Member Shape UC Max Loc[ftl Shear...Loc[ftt Dir Fc'ksi] Ft'[ksi] Fb1'[ksilFb2'jksil Fv'[ksi] RB CL CP Eqn 1 1 M1 6X8 .780 8.021 .418 8.021 Y .694 .825 1.2 1.2 .17 5.455 1 .694 3.9-3 6i2U it ..M2k 6X8 .017 WARE :003-A 0631 z_ :694 :825_ 1.2 =1.2t k _f.17 .5 455i NM ROW r34613 .3 1 M3 6X8 .023 8.958 .003 9.063_z .694 .825 1.2 1.2 .17 5.455 1 .694 3.9-1 41i 1- t g M4_ 6X8.. :84714. 21_iiUtftaibat y. _;694. 82-5, ,.°1 2 .,g112 4,. : 7 I5 4 k MU Walt 3.9 1 5 1 M5 6X12 .290 1.979 .272 0 .666 .675 1.344 1.35 .17 6.754 .995 .72 3 9 3 6s 1 M6 ,:_ ,6X12 -.001t NW-attif*0 rgz 11391,. . 675` .1.34 s1:35_. VidZI. 8 21-2 A993 ..424i:0-S i 7 1 M7 6X12 .339 6 .271 6 v .775 .675 1.35 1.35 .17 6.041 1 .838 3.9-1 triMe MI:, N18 9 ..5'4X4 _ '.278. ===0•VOW.NM z .-1-593° 1 013_ . 1'5 ' ,.1e5r,zAMU i3 [rf4 1 nI3 Walt 9 1 M13 4X4 .187 0 .000 0 z 1.593 1.013 1.5 1.5 .18 3.114 1 .923 3.6.3 RISA-3D Version 8.0.1 [C:\...\BYM\Desktop\Johnson Porch\Johnson porch east-west back.r3d] Page 3 1k 2 a T .0 .ro O O cc � N o` � n N o .� o o ZW Q 1 � o to 2 N I 5 ra W CI W U to X � 'c i } �2 Company Aug28, 2009 Designer 4:15 PM Job Number Checked By: Wood Material Properties Label Species Grade Cm Emod Nu Therm(\...Dens[k/ft^31_ 1 DF Larch Douglas Fir-Larch Select Structural 1 .3 .3 .035 2 So Pme Southern Piste= n �°..No.1 °1t. .3_. : .. <:3: °035 Wood Section Sets Label Shape Type Design List Material Design Rules A[in2] lyy[in4] Izz[in4] J[in4] 1 Column 6X6 Column Rectangular DF Larch Typical 30.25 76.255 76.255 128.871 " " T p�ical.,z,: 663-.25 z_ 159.443 697.068.-�44'6.446 =2r = N,_Beam�£� t�.�6X�12 h.:� Beam �I�ectangular, .DF Larch- yp �� _ �- 3 Brace 4X4 VBrace Rectangular DF Larch Typical 12.25 12.505 12.505 21.134 S'4. . ,P`column7,2=" ,... 16X8 , -r Column -Rectangular,bF Larch i;3 Typical i 41 25 .:03.984 193.359, ..228.406:= Wood Design Parameters Label Shape Length... le2[ft] lel[ft] le-bend top[ft] le-bend bot[ft] Kyy Kzz CV Cr y sway z sway 1 M1 column 2 g 3 M5 Beam 15 a : 8. -tBra 21821MMMMM4t ' rr x_,: _- Matti X n. ... 5 M9 Brace 2.828 • Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M1 N1 N5 column 2 Column Rectangular DF Larch Typical 32 - - , sM2attfight 2 x:N6 u .i•- M x.�acolunin 2 :OW n: e tte` gnlaV-DF.Larch iiiiTWiedia 3 M5 N5 N6 Beam Beam Rectangular DF Larch Typical 4 _;_MB g 1I9 W t-n: i- ome BracettiVBrace.=Rectan"gular. .DF Larch a44.PieTIM 5 M9 N14 N10 Brace VBrace Rectangular DF Larch Typical Joint Reactions LC Joint Label X[k]. Y[k] Z[k] MX[k-ftj MY[k-ftj MZ[k-ft] 1 1 N1 -.503 -.6 0 0 0 0 g2Til A1 N2 '4031 6=%1 .��0 .r} .0 0 1 3 1 N5 0 0 0 0 0 0 4� ":6w".::—Satz 03 =-10.: . 40� -1 10 °` . .-' 0a g : 0`-.i 5 1 Totals: -1 0 0 - 64 w _ . . . 1,-i Cb _ ft: ifs x .= ff x_ - Member Section Forces LC Member Label Sec Axial[k] y Shear[k] z Shearjk] Torquejk-ft] y-y Moment[k-...z-z Moment[k-... 1 1 M1 1 -.6 .5 0 0 0 0 _>" ,l - O ' tea.t 3 3 -.6 .5 0 =' .:...___:�1-ss-'v--. , g`�.i. ..,3-ta' o- , , -s_. it�a��sdz'`� �0UN...S.,.. ..,. :®.•° 144 . ..�i 7: 5 5 1.65 -1.749 0 0 0 0 _ MI NM M 7 _ 2 .6 .5 0 0 0 -1.126 8 3. MK .5 0 ' &' 0W-ti ` 0;,:Miii WZOZOW 9 4 .6 5 0 0 _ 0 -3.377 10 .� as_ '1 5 1 65.= :1 751 .....:0, =ad- =Q' '=' 0 , o.1 ? . 11 1 M5 1 2.251 1.651 0 0 0 0 12....A . _ -x �_ - ;..ft." '- ... .,�=.6 0 - 0 0 . .�1251 RISA-3D Version 8.0.1 [C:\...\BYM\Desktop\Johnson Porch\Johnson porch north-south.r3d] Page 1 \/5 Company Aug 28, 2009 Designer 4:15 PM Job Number Checked By: Member Section Forces (Continued) LC Member Label Sec Axial[k] y Shear[k] z Shear[k] Torquejk-ft] y-y Moment[k-,.z-z Moment[k-... 13 3 -.003 -.6 0 0 0 -.003 14 - I . -24-0.,VirilidtMiti- A03.. - -6 t,.- tt - .. `: - 0 �- _ 1 Fl 15 5 -2.249 1.649 0 0 0 0 t.'4 3 s :� P -€ C. - � tie 17 2 -3.185 0 0 0 0 0 19 4 -3.185 0 0 0 0 0 trig 1 MiliL -. - P 85 Wan F` 0 , 0W.Ati Millitb=INN0*. 21 1 M9 1 3.179 0 0 0 0 0 . _ s 23 3 3.179 0 0 0 0 0 1,2M 0,1 ' " - ` - 7Nk41e" 143 17. Ifl 0 '.Iro ?. .. . Oxm 25 5 3.179 0 0 0 0 0 Joint Deflections LC Joint Label X[in] Y En] Z[in] X Rotation[rad] Y Rotation[rad] Z Rotation[rad] 1 1 N 1 0 0 0 0 0 -8.02e-3 maKIM M 441 2 - ._: 1--tos` &w r .: :g x 0 #_ `0 P 8`025e` 3 3 1-#;, N5 .544 0 0 0 0 -6.945e-4 4`'�dM' a -'.... : ,_6 _ w ,c* + _,-1 0 _01 t _ _ k- 5 1 N9 .516 0 0 0 0 2 323e 3 . ,t 6 ,' ,,-:. �0 watst s e ;( : 07' ,...3_ n19e-3 7 1 N13 .543 -.02 0 0 0 -5.01 e-4 ..�� i,� ii. ?�..� via ., -.. ova., .. � 4� .Y sa y:a 7Yt :s z+ ��. Via_ vs� e S- A ..sx a8 �1.a t , filla. "1 �5 1:� . .`# WO2 �WWU41 = 0 -= - �0 _"-4 9688e-4 Member Wood Code Checks LC Member Shape UC Max Loc[ft]Shear...Loc[ ] Dir Fc'[ksi] Ft'jksi] Fb1'[ksi1Fb2'[kksi]Fv'[ksi] RB CL CP Eqn 1 1 M 1 6X8 .552 6.938 .374 7.031 v .826 1 1.5 1.5 .17 5.175 1 .718 3.9-1 2-,_':- 1 -IVIZU WilliC '575fi 1 031 .375. 7 031- y ,. 8'26. `=1 ", . 1.5. 1,410 5=.17 fgitV- 1 i.718 3 9-1 3 1 M5 6X12 .229 13.125 .230 0 v .402 .95 1.585 1.6 .17 8.272 .991 .366 3 9 1 %We y1 ii .M8 V.X.4 14173 0 r 000.�. 0; _z^ 1:803` 152 '2,',:25'-' 2 25-# '18 3 41 NM 441:2Z4 3 9 1 5 1 M9 4X4 .144 0 .000 0 z 1.803 1.5 2.25 2.25 .18 3.114 1 .922 3.6.3 RISA-3D Version 8.0.1 [C:\...\BYM\Desktop\Johnson Porch\Johnson porch north-south.r3d] Page 2 ao m Q. 0 I .• .r 0 y d a) 1111 0 I- 0 0 a) E E m 13 a aa) E E 0 o y 0 a a a Q a� n a.) it O -0 N 10 O. L a O C V 1t O 0 0 II 15 15 Q_4.O c ca O. a) cm 0 m 1.0 o cm co 4O O 0 W b f-- cr) a) O)-p >. a) co cor a) a) w r. f •�t O -a 02 m 4- 0 m C a) 4- O a0 N a) rnrn My >•- C6 al C .O O p • Al L C L L_ (0 co Q C as 0) aa)) a) '0 O 0 '5 'D -0 coQ c 0) 0 •O (9 Z • O to N L j n Q Jco 0 0P � �„ > Na) o N °� o c a� V CD -CI �o m as J II ~L . .0 a L E I I I I n N I—IW > Q .ccna ..i I-- S . COUGHLINPORTERLUNDEEh STRUCTURAL • CIVIL • SEISMIC ENGINEERING \.1\1 Ll....-C,"(2 •••)f‘ . . • ' a 7 ,q ` s f C-, C . ._ . • P ; 1 • 1 l 1 ; ; .' : . 7,-; ' . , ; , . ' gfC . VI)! , ... , v.,, pp 5. : ! , , -,. , .,.. L , , i ,. ,,. i 4- i ; ' ; ' 1 ' . . : . ! : i i t • 1 _ 1 el i Y fir' _ _ _ - ' 1 _ _ f 1 1 . ritat.:,, ,.' .:( r, 0•.(1S-i( r,. ' , -. , , :w 0 12,, 0 lc.: I, ;r(„itiv, 1.1.• 1,5-I ' T t.. ; Tki.? 1 tt. T.9*. ' I-LA,' ; ; .. ; , ; -;. ',. : . ., , ': i • : - , • — • I 1 1 , _ 1 I i '..a 1 i • 4 Ir l 0.2 ; 1 I l : _..:._ . ate .; , iti i_ - - ,� i j 1_ , _ , iii I it I 1 _ 'I " '1"-1- I ' i _ l I, _ I _ ,_. i __ ,__ 1 1 Project Designed By: Vill ivi Date: f9/ 1,410 Project Client: 51.09,/,,,gLejL Checked By: Sheet of 413 PINE STREET• SUITE 300 • SEATTLE,WA 98101 • P:206/343-0460• F:206/343-5691 (o 6 \ . 30 30, �SFT C A A 02 B A 02 ^ D 36 4y" l� '-2Y 1OW„ 14'-2%" 10,_7„ 1' 9 DOWNSPOUT ° ° DOWNSPOUT ° �\ �\ EDGE OF CONC. SLAB GRIDDLE 7 'Y SINK STOR. EDGE OF ACCENT BAND 30K BTU ALIGN EDGE OF POST W/ CONC. FOOTING; 2'-2" GRILL ° c EDGE OF CONC. BANDING 18" DIAMETER x 30" DEEP REFER TO i I BTU SHEET D DETAIL A ON c I ---- I PREFABRICATED ISLAND BBQ I REFRIG. GRAND CAFE LP #CGI09ALP; I iv ALIGN WEST EDGE WITH COLUMN LINE; ° 0'-0" ° VERIFY MANUFACTURERS LINE OF R OF ABOVE ° REQUIRED CLEARANCES 2Y" 1, �„ GAS OUTD OR FIREPLACE 6'-0" CONC. STAIR LANZA PROQDUCT, INC. c #SG3113/1 X7100 I > FOIREPLUTDOO VERIFY I I NUFACTURERS ....... P ak 0'-7" �, REQUIRED CLEARANCES I ° 35K BTU/HR. I W90 GAS —GAS I I" y -1' 2" y Q 1 1 1- , 1 — ------ --- --=—� L-------- ---- — 13'-9y" 2'-0%2" 2'-0%2" 13'-9y" 3g6' FLOOR PLAN = GAs = GAs— EXISTING GAS LINE SCALE: 1/4"=1'-O" — EXISTING SEWER (DRAINAGE FOR SINK) — ev — ev — EXISTING WATER FLOOR PLAN NOTES: 1. SLAB -ON -GRADE SHALL BE 4" THICK WITH 6x6 W1.4xW1.4 WWM AT CENTER OVER O FREE -DRAINING GRANULAR FILL. v 2. PROVIDE CONSTRUCTION/CONTROL JOINTS IN SLABS -ON -GRADE TO DRIVIDE SLAB 01 INTO RECTANGULAR AREAS 225 SQUARE FEET OR LESS. AREAS SHALL BE w APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. frl B A � A702 A102 36 4/ 10'-7" 14'_2Y2" 10'-7" y5.\.` \-- PROPERTY LINE STREET-10TH COURT SW SITE PLAN SCALE 1:10 CV 6x12 BEAM �1 — I 6x8 POST 6x8 POST; ORIENT E=W ORIENT N. S U b I ° � 1 o m N N �p — I 6x12 BEA 6x8 POST; ORIENT N-S ---°— 6x12 BEAM I 6x12 BEAM E I I— I I 6x6 KING 6x8 POST 6x8 POST; ( LINE OF ROOF ABOVE I POST ORIENT E-W ORIENT N-S U 2x8 JOISTS I 2x8 JOISTS O @ 24" O.C. @ 24" O.C. o ¢I Q mi m o ° N ' N00 N EQ. EQ. i i 6x6 KING POST = — 6x8 POST 6x8 POST; 6x8 POST ORIENT E-W ORIENT N-S ORIENT E-W 6x12 BEAM I -A L— — — — — — — ------- — FRAMING PLAN SCALE: 1/4"=1'-0" PROJECT INFORMATION PROJECT ADDRESS: 36443 10TH COURT SW FEDERAL WAY, WA. 98023 DESCRIPTION: NEW CONCRETE PATIO COVERED WITH DETACHED WOOD FRAMED STRUCTURE. ALSO INCLUDES AN OUTDOOR GAS FIREPLACE AND AN OUTDOOR KITCHEN UNIT (BBQ, SINK). A NEW CONCRETE WALKWAY IS ALSO INCLUDED IN THE PROJECT. PROJECT DIRECTORY OWNER: JOHN AND JAE JOHNSON 36443 10TH COURT SW FEDERAL WAY, WA. 98023 PH: (253) 691-4943 ARCHITECT: SCHACK A+D LLC 5926 CALIFORNIA AVENUE SW #A SEATTLE, WA 98136 PH: (206) 790-0295 CONTACT: JOHN SCHACK GENERAL CONTRACTOR: TO BE DETERMINED FRAMING PLAN NOTES: 1. WOOD SPECIES/GRADE: JOISTS: DOUG FIR #2. BEAMS: DOUG FIR #1. 2. ROOF SHEATHING SHALL BE Y" PLYWOOD (PANEL SPAN RATING 32/4 NAIL TO ALL FRAMED PANEL EDGES AND DIAPHRAGM BOUNDARIES W/ 10d @ 6" O.C. NAIL TO ALL INTERMEDIATE FRAMING W/ 10d @ 12" O.C. 3. SEE DETAILS ON SHEET A102 FOR STRUCTURAL CONNECTIONS. Separate Federal Way electrical permit required CODE ANALYSIS ZONING: IRS 9.6 LOT AREA: 7880 SF EXIST. LOT COVERAGE: MAIN HOUSE- 1209 SF ATTACHED GARAGE - 630 SF OTHER IMPERVIOUS - 687 SF TOTAL: 2526 SF NEW LOT COVERAGE: COVERED PATIO - 700 SF CONC. WALKWAYS - 276 SF TOTAL: 976 SIF TOTAL LOT COVERAGE: 3502 SF (44.4% LOT COVERAGE) ALLOW. LOT COVERAGE: 60% DRAWING INDEX A-101 GENERAL INFORMATION, SITE PLAN, FLOOR PLANS A-102 ELEVATION, SECTION, DETAILS ROOF PLAN SCALE: 1/4"=V-0" REFLECTED CEILING PLAN SCALE: 1/4'=1'-O" CHY F FEDERAL WAY " OF C 0 M frlUNI V E L F� E PERMIT: # 09-103398-00 SF ADDRESS: 3644310TH CT SW I PROJECT: DECK PATIO COVER OWNER: JOHNSON DATE: 9 /2/09 la- Structural Calculations �ffi �_ � C, ��, � d> ��> ;�. g Attached gqyyYyYy `22 ...-_ -�71- —.,—. '4 ;'tom.-salX CM CDS GENERAL NOTES: 1. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT ALL WORK COMPLY WITH THE WASHINGTON STATE BUILDING CODE, THE WASHINGTON STATE ENERGY CODE, AND OTHER APPLICABLE CODES, RULES, AND REGULATIONS OF JURISDICTIONS HAVING AUTHORITY. 2. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, OR CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY. 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CONTRACT DOCUMENTS, OWNER -PROVIDED INFORMATION, AND SITE CONDITIONS, INCLUDING TAKING FIELD MEASUREMENTS AS NECESSARY. 4. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL GOVERNMENTAL PERMITS, FEES, LICENSES, AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK, EXCEPT FOR THE GENERAL BUILDING PERMIT. 5. ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. CONTACT ARCHITECT FOR CLARIFICATIONS. 6. DO NOT SCALE OFF THE DRAWINGS. 8'-6" TO BOTTOM OF FIXTURE. L2 PENDANT LIGHT; T-6" TO BOTTOM OF FIXTURE. MOUNTED TO BLOCKING BETWEEN ROOF JOISTS. L3 SPOTLIGHT FIXTURE MOUNTED TO SIDE OF BEAM; 1 DIRECT LIGHT TOWARD UNDERSIDE OF ROOF. $ SWITCH PROJECT: JOHNSON PATIO PROJECT — 36443 10TH COURT SW FEDERAL WAY, WA. 98023 SET: PERMIT SET STAMP:am x EGISTERED C SET DATE: 9-2-09 RCHITECT O m 5 R U' PROD. NO.: 2009.102 *STATE Dm0? SCHACK ASHI; dGTON m ;1 M a L �0, SHEET TITLE: GEN. INFO, SITE PLAN, FLOOR PLAN ° o o r/ SHEET NO.: Z, 0' C: 5926 CALIFORNIA AV. schack �< PSTLE, WA. H 2O6.7,,, 25 98136 E.SW#A O U A101 Hrchet `[t�furde6ign E-MAIL johns(ojschacked.com 701- 0 N TOP OF EXIST. ROOF RIDGE (HIGHEST POINT) Y 427 50' - — � TOP OF EXIST. ROOF RIDGE (HIGHEST POINTI Y—427 5050,- — TOP OF RIDGE BEAM I I I i 6x12 WOOD BEAM FLASHING AT GABLE END TOP OF RIDGE BE, 6x6 WOOD KING POST 411 75' - — MINERAL SURFACED ROLL ROOFING 411 75 - o 12 5 69 I i M........................................................................................................ �T.OP_OF BEAM Y 007.92' - r VEE E A102 H p A102 I ; A102 REV. I I .............................................. GUTTER E TOP O_ F BEAM A102 �92' - — REV. 6x12 WOOD BEAM H I I A102 4x6 KNEE BRACE ALONG GRIDLINES 1 & 2 I 6x8 WOOD COLUMN o ,dk TOP OF SLAB TO - - I I _ [€ 101, I DOWNSPOUT CONNECTED TO EXISTING DRAINAGE CONC. STAIR BEYOND TOP OF SLAB 398.00'- — - Y398.00' r--r-----------------------T--T--------------------------------- L_ _J L_ _J T--T---------------------- 1 4" CONC. SLAB 1 CONC. FOOTING, TYP. L_ _J L_ _J L I III 0 0 0 0 I 1 1 9 I I 1 I Ills O 0 0 0 EAST ELEVATION SCALE: 1/4"=1'-0" — SIMPSON SEISMIC TIE #HI; (6) 8d x 1-1/2" TO JOIST; (4) 8d TO PLATE �- MINERAL SURFACED D ROLL ROOFING O/ ROOFING PAPER O/ PLYWOOD SHEATHING SIMPSON STRAP TIE, #PS218PC — WOOD BLOCKING AT ON EACH SIDE OF BEAM/KICKER & ALL JOISTS COLUMN/KICKI R CONNECTION; r .-t-- FLASHING (4) 3/" THROUGH BOLTS PER STRAP. 16d TOENAIL @ 6" OC, TYP. 6x12 WOOD BEAM I I I I 3" CLEAR MIN. FROM 1 I I 1 EXIST. HOUSE SIMPSON HEAVY ANGLE W/ GUSSET, WOOD FACIA #HL55GPC ON EACH SIDE; - I o (2) 2x6 WOOD PLATES (4) Y" THROUGH BOLTS -- 0 (4) Y2" x 4" LAG BOLTS PER ANGLE. —�-- 6x12 WOOD BEAM 10y" 1 I o SIMPSON HEAVY ANGLE W/ GUSSET, I o #HL55GPC ON EACH SIDE; 4x6 WOOD KNEE BRACE — (4) y" THROUGH BOLTS, (4) Y2" x 4" LAG BOLTS PER ANGLE. 6x8 WOOD COLUMN. o 0 I 2'-0" SIMPSON STRAP TIE, #PS218PC ON EACH SIDE OF BEAM/KICKER & COLUMN/KICKER CONNECTION; 2-1/2" MIN. (4) %" THROUGH BOLTS PER STRAP. 4x6 WOOD KNEE BRACE KNEE BRACE CONNECTION 6x8 WOOD COLUMN SCALE: 1"=1'-0" 3 I 2-1/2" MIN. BEAM -BEAM -JOIST DETAIL SCALE: 1 "=1'-O" BEAM EXTENSION COMP. ROOFING O/ ROOFING PAPER O/ PLYWOOD SHEATHING MINERAL SURFACED ROLL ROOFING O/ ROOFING PAPER O/ PLYWOOD SHEATHING ii f•�LJ[�Z�1!] :1 �d1 �i � 6x8 WOOD COLUMN 46 KNEE BRACE ALONG GRIDLINES B & C GUTTER AND DOWNSPOUT CONNECTED TO EXISTING DRAINAGE BEYOND CONC. STAIRS 4" CONC. SLAB CONC. FOOTING, TYP. B SECTION A -A SCALE: 1/4"=1'-0" 8" NOMINAL GRID 6x8 TREATED WOOD POST; REFER TO FRAMING PLAN FOR ORIENTATION; (2) %" THROUGH BOLTS. CONC. SLAB E E E E L T777 SIMPSON FIXED COLUMN BASE q I_ a FOR 6"x8" COLUMN, #CB68PC I I- CONC. FOOTING mm I f— I- -�.._...,i:El. 1'-6" DIAMETER FOOTING DETAIL, TYP. V SCALE: 1"=1'-0" SIMPSON JOIST HANGER, #LSU26 (FIELD SLOPED); SIMPSON SEISMIC TIE #HI; (6)10d TO BEAM/FACE, (6) 8d x 1-1/2" TO JOIST, (5)10d x 1-1/2" TO JOIST. (4) 8d TO PLATE COMP. ROOFING O/ 10d @ 6" O.C. ROOFING PAPER Of MINERAL SURFACED 1 PLYWOOD SHEATHING ROLL ROOFING O/ FLASHING ROOFING PAPER O/ 1 I 1 PLYWOOD SHEATHING 2x8 WOOD JOIST WOOD BLOCKING AT ----- - -- -_ 0 o ALL JOISTS; 16d TOENAIL 6x12 WOOD BEAM 0 0 @ 6" OC, TYP 6x6 WOOD KING POST FLASHING WOOD FACIA SIMPSON HEAVY ANGLE W/ GUSSET, 10" #HL55GPC ON EACH SIDE; ____ PREFINISHED GUTTER (4)Y2" THROUGH BOLTS, ____ AND DOWNSPOUT I 1 (4) Y2" x 4" LAG BOLTS PER ANGLE. I I I I 6x12 WOOD BEAM o 0 1 SIMPSON HEAVY ANGLE W/ GUSSET, o 0 #HL55GPC ON EACH SIDE; I (4) y" THROUGH BOLTS, 6x12 WOOD BEAM (4) y" x 4" LAG BOLTS PER ANGLE. 6x8 WOOD POST F KING POST CONNECTION G EAVE DETAIL SCALE: 1 "=1'-0.1 VALLEY DETAIL SCALE: 1 "=1'-O" v COMP. ROOFING O/ ROOFING PAPER O/ PLYWOOD SHEATHING FLASHING AT VALLEY MINERAL SURFACE ROLL ROOFING O/ ROOFING PAPER O/ PLYWOOD SHEATHING QTAyiMel m 101631 WOOD BLOCKING AT ALL JOISTS; 16d TOENAIL @ 6" OC, TYP. SIMPSON SEISMIC TIE #HI; (6) 8d x 1-1/2" TO JOIST, (4) 8d TO PLATE SIMPSON BEAM HANGER #OU612; (6) %" THROUGH BOLTS 6x12 WOOD BEAM PROJECT: JOHNSON PATIO PROJECT 36443 10TH COURT SW FEDERAL WAY, WA. 98023 SET: PERMIT SET STAMP. 8836 REGISTERED ARCHITECT SET DATE: 9-2-09 PROJ. NO.: 2009.102 STATE OF WASHINGTON SHEET TITLE: ELEVATION, SECTION, DETAILS SHEET NO.: 5926 CALIFORNIA AVE. SIN #A SEATTLE, WA. 98136 schacknoNd PH. 208.790.0259 erchiteclbut tdesign. E-MAIL: johns@schackad.com Al 02