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17-100994 y , ' Building - Single Family City or Federal way Permit #:17-100994-00-SF Community Development Dept. 33325 8th Ave S Federal Way,WA 98003 Inspection Request Line: (253)835-3050 Ph:(253)835-2607 Fax:(253)835-2609 Project Name: RICKETTS Project Address: 5330 SW 315TH ST Parcel Number:321020 0050 Project Description: ADD-Construct a 350 square foot deck on upper level of single family residence. Owner Applicant Contractor Lender JEFF RICKETTS KARI KLAASMASTERDECKS LLC MASTERDECKS LLC HOMEOWNER IS LENDER 5330 SW 315TH LN 16910 59TH AVE NE SUITE 215/21( 16910 59TH AVE NE SUITE 215/216 FEDERAL WAY WA 98023-2034 ARLINGTON WA 98223 ARLINGTON WA 98223 Census Category: 434 -Residential alt/add- no change in number of units Includes: J #1 #2 #3 #4 Occupancy Class: Construction Type: Occupancy Load: Floor Area(sq.ft.) Additional Permit Information New/Additional Sq.Feet-1st Floor 0 New/Additional Sq.Feet-2nd Floor 0 New/Additional Sq.Feet-3rd Floor 0 New/Additional Sq.Feet-Basement 0 New/Additional Sq.Feet-Deck 350 New/Additional Sq.Feet-Garage 0 Mechanical to be Included? No Number of Stories 0 New/Additional Sq.Feet-Other 0 Is this an Online or O.T.C.application? No Plumbing to be Included? No New/Additional Sq.Feet-Total 350 Total Valuation:6,807.50 r �I�31�'Ij� � � 3 - �g �� � i� �"k � ,� . �.. 3 �v �' 'i �,AS��g�`-'� r'.� ikA� � M3 Y� 3�j'��`�.I ��CitGrEl�� .S RatBElti 6 � �"'�� .y - ',F1 �%�� . Gil ✓# ,� i i �v ,.,..«...u3.>._ .��.,.., �h�,,t��,�3A,��3,I I. ,`��._._.._.�✓��i ,�,� 3�?�,'�v.°-,`,c�./�.., ._._.. .1 ^a'�i.;._.. � ,,;�1a13t���s....,... ...�`���......., v,,,, 33..?........ /%,�fi`.,x,�..,. PERMIT EXPIRES Monday,2 October,2017 Permit Issued on Wednesday,April 5,2017 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. ,1 Owner or agent: Date: '-i° i . 4 • .► .TE INSPECTOR AREA AND TYPE OF INSPECTION 611.4(111 Fk4c4 Fns l- ?r,v4►43 40411,4,1 l(tiGGV. lixec,e V id KLlrl uu 1 L AvTuev i , A • THIS CARD IS TO REMAIN ON-SITE • CITY OF n Constructs n Federal Wa o Inspection Record Way INSPECTION REQUESTS: (253)835-3050 PERMIT#: 17 100994 00 Address: 5330 SW 315TH ST Project: CHRISTINA RICKETTS FEDERAL WAY WA 98023-2034 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(4365) ® Footings/Setback(4110) Approved To be done PRIOR to breaking ground Approved to place concrete By Date By Date By Date Foundation Wall(4115) ® Drainage/Downspout(4040) ® Slab/Concrete Floor(4255) Approved to place concrete Approved to backfill Approved to place concrete By Date By Date By Date ® Underfloor Framing(4285) ® Floor Sheathing(4105) ® Shear Walls(4245) Approved to sheath floor Approved to install flooring Approved to install siding By Date By Date By Date 90 Roof Sheathing(4220) °11 Fire/Draft Stops(4095) El Interim Erosion Control(4370) Approved to install roofing Approved Approved By Date By Date By Date Prior to scheduling a Framing inspection; 13 Framing(4120) 14 Insulation(4150) Electrical,Plumbing&Mechanical Rough-in Approved to insulate Approved to install wallboard and Fire/Draft Stop inspections must be signed- off and approved. IBC 1093.4 By Date By Date 5 Gypsum Wallboard Nailing(4130) s Final Erosion Control(4375) 111Final-Building(4050) Approved to install mud&tape Approved Approved By Date By Date Byl/ Date Oit /7 „.. Rough Electrical 0 Final Electrical • Right of Way Approved Approved Approved By Date By Date By Date ircEVED CITY OF A,-''4''' '''-*''',', ---,/ MAR 01 2017 PE RMIT APPLICATION Federal Way � �. PERMIT CENTER+33325 8th Avenue South+Federal Way,WA 98003-6325 anp FK 253-835-2607 t FAX 253-835-2609+ oermitcentenak:itvoffederalway.com PERMIT NUMBER 1 1 _ I 0 0 9 9 (-/ _ S I /to 1 Z ) TARGET DATE _ J ' SITE ADDRESSSUITE/UNIT# 6- 2/0 /(4 316114PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL# $ y, 0-0 r,5W, 0 3 2 l 0 2 0 - U ID 5 O TYPE OF PERMIT ..BUILDING 0 PLUMBING ❑ MECHANICAL 0 DEMOLITION 0 ENGINEERING 0 FIRE PREVENTION NAME OF PROJECT VAC -7 -S 'PES Pcr PROJECT DESCRIPTION �!�/ /J Detailed description of work to Nr t Y 24 ij) S W A/ 1 E- mfEr, e I sr 10E7 ILD0 be included on this permit only � PRIMARY Y PHONE `TE--Fr pioYwI PROPERTY OWNER Am/LINA ADD S E-MAIL . ->�o N . j5TN 9r- STATE cr_eip_c_imi._ wYA- '?Liv-3 NAME PHONE tlA D LS a.,e ,142 , 1-10b.--7' f D MAILING ADDRE C1j.-� am' ' 0 t� /�,,, E-MAIL CONTRACTOR 7l q`O / Pr- .. J I e 2 P::5/Ii;f l[7 CC Tf l 1'�✓1 IP FAX av17 IU I`'r S /\ Z�g'US -1M-/2-'7FS- l lJ I J WA STATE CONTRACTOR'S LICENSE# EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE# HAS' 2 di / )e) / )r7 NAME 14-46474 �M-c iRI�MARY P -u -7 APPLICANT MAHANG ADORES rib p,_ S co -c''012. 1� 10 Uri DC`S iGKr l M CITY STATE ZIP FAX PROJECT CONTACT kNtblrE a-- ,t- " l PRIMARY PHONE (The individual to receive and MAILING ADDRESS E-MAIL respond to all correspondence concerning this application) CITY STATE ZIP FAX PROJECT FINANCING NAME oc \tiR-FINANCED When value is$5,000 or more MAILING ADDRESS,CITY,STATE,ZIP (RCW 39.27095) 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 cViii a part of this application. kt( SIGNATURE: DATE PRINT NAME: ��"2- LA �� Bulletin#100-January 29,2016 Page 1 of 2 k:AHandouts\Permit Application VALUE OF MECHANICAL WORK MECHANICAL PERMIT 0 v I"C $ Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER(Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS(commeried) BOILERS FURNACES HOT WATER TANKS(Geo) __. COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES ��' VALUE OF PLUMBING WORK PLUMBING PERMIT Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. BATHTUBS(or Tub/Shower Combo) LAVS(Hand Sinks) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER(Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS(Kitchen/u,ility) WATER HEATERS(Etertrir) HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYORPUVALUE OF EXISTING IMPROVEMENTS dV1 C $ ert)GU / - EXISTING/PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? 5ry..e., f2�/r 4L / n101141 ❑Ye , No ❑Yes ❑ No 'I} Y RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION(in square feet) EXISTING PROPOSED )TOTAL� FOR OFFICE USE BASEMENT )( 1 Q V ) l 1 U�� FIRST FLOOR(or Mobile Home) J:!`1 0 t/ it 3 0 ___. ....___._ _ -_.- SECOND FLOOR ,6)- y�.-- ----&` COVERED ENTRY -6. -6 •�/ ._„_, ,,.__.___..__.._.-.._....___-....._..__.._._.. DECK / 0 3�"rJ .-- � _ GARAGE CARPORT 0 4)/0 -. / ,_,,,_.—„__...._...--. ._....._.__._ OTHER(describe) -CO" .� Area Totals -.EXIS NG AROPOSED TOT�y, _..__..__.._....__.._..._..y..__ - _ *KNEW HOMES ONLY** ESTIMATED SELLING PRICE$ I #OF BEDROOMS_^ COMMERCIAL-NEW/ADDITION AREA DESCRIPTION Area in Occupancy Group(s) Construction #of Additional Information Square Feet Type Stories NEW BUILDING ADDITION COMMERCIAL-REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area in Occupancy Group(s) Construction #of Additional Information Square Feet Type Stories TOTAL BUILDING TENANT AREA ONLY PROJECT AREA ONLY Bulletin#100--January 29,2016 Page 2 of 2 k:\Handouts\Permit Application SABC6 CONSULTING ENGINEERS INC. Title: RICKETTS DECK • Job#17030 r Dsgnr: KHALED SABRA,ME,PE Date: 11:14AM, 25 AUG 17 11322 34TH DRIVE SE Description:DESIGN MEETS THE 2015 IBC STANDARDS EVERETT,WASHINGTON 98208 Scope: FRAMING AT DECK Rev. 580000 User KW-0605036.Ver 5.80,1-Dec-2003 General Timber Beam Page 1 F, (c)1983-2003 ENERCALC Engineenng Software beams ecwCalculations xa -5=7,7- ,,,,$BF-=.P:'ffi,.e., 1n , �Tt..VAS,ti-'se<.re, ,-:-,g;, ' .v s',,.•-1. ,t,, ,q,.,..,,. •'. ...,', c•s. Description REVISED AUG 25, 2017 HEADER PICKING UP BEAM BETWEEN NEW DECK AND EXISTING HOUSE General Information Base allowables are user defined r. �a�. .r ,��: �:s.rc.�r���,.a .:;�. f��;4��lxr�,.�.�:,�~ :,.�✓:�.a -rs�4 ;�,._, ,.�f,Av:arRAU.A _�z.° w.... :04figkf ,; .nom Section Name 4x10 Center Span 3.50 ft Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 9.250 in Right Cantilever ft Lu 0.00 ft Member Type Sawn DF#2 Bm Wt.Added to Loads Fb Base Allow 900.0 psi Load Dur.Factor 1.150 Fv Allow 180.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi Wood Density 45.000 pcf E 1,600.0 ksi Full Length Uniform Loads Center DL 150.00#/ft LL 250.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Dead Load 1,463.0 lbs lbs lbs lbs lbs lbs lbs Live Load 2,438.0 lbs lbs lbs lbs lbs lbs lbs ...distance 1.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000ft ( Summaiy ' Beam Design OK , Span=3.50ft, Beam Width=3.500in x Depth=9.25in,Ends are Pin-Pin Max Stress Ratio 0.784 : 1 Maximum Moment 3.3 k-ft Maximum Shear* 1.5 5.3 k Allowable 5.2 k-ft Allowable 6.7 k Max. Positive Moment 3.29 k-ft at 1.008 ft Shear: @ Left 3.50 k Max.Negative Moment 0.00 k-ft at 0.000 ft @ Right 1.83 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.009 in Max-M allow 5.17 @ Right 0.000 in Reactions... fb 791.63 psi fir 162.35 psi Left DL 1.33 k Max 3.50 k Fb 1,242.00 psi Fv 207.00 psi Right DL 0.70 k Max 1.83 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.006 in -0.016 in Deflection 0.000 in 0.000 in ...Location 1.610 ft 1.610 ft ...Length/Defl 0.0 0.0 ...Length/Deft 6,793.8 2,571.71 Right Cantilever... Camber(using 1.5*D.L.Defl)... Deflection 0.000 in 0.000 in @ Center 0.009 in ...Length/Defl 0.0 0.0 @ Left 0.000 in yG}vG7 ©Right 0.000 in /2.,, -4, .. 'O 4,6 36942 %TWO, V 0NALV, 7' Z Mel?, • ili SABCO CONSULTING ENGINEERS INC. Title: RICKETTS DECK Job#17030 11322 34TH DRIVE SE Dsgnr: KHALED SABRA,ME,PE Date: 11:14AM, 25 AUG 17 Description:DESIGN MEETS THE 2015 IBC STANDARDS EVERETT,WASHINGTON 98208 Scope: FRAMING AT DECK Rev. 580000 Page 2 User KW-0605036.Ver 580 1-Dec-2003 General Timber Beam (c)1983-2003 ENERCALC Engineering Software beams.ecw.Calculattons ,ii,' :s s.:;.` .?:f,;; ¢;�,.'. '.'z'.. +iw;, ,a.. air :i:: -. :. `m-.a: k* ?:�. lor x...,,.... w.•.o..-..ubaati, r.�..a�a'c? em y.e.sU" ,..,, tl.l..� W, j Description REVISED AUG 25, 2017 HEADER PICKING UP BEAM BETWEEN NEW DECK AND EXISTING HOUSE Sketch & Diagram .,,,,,,,,,....4.4...--,e,„ 6'.f»...: .f ":'.. ::..':<, .....w:2c..,. F.,..0,,,nr.,,,„':.^'.. 1 .ffi,,Vt.k. ,.t_; '. # Rn.,,,'-'*"..,.-: ...,..” Ir''''3.7, ''.',,fi,e_:.- ,..r...''.*'. Wwk%.tA% . ,'A T901 lbs 40Q4(tj TTTI T11171TTTTTTTTTTTTTTII TTTTT TTTTITTTTT 400#/ft A II MYP=a.3k e • II , III I Dmax=--0.018n Rmax=3.5k Rmax=1.8k iii I I I Vmax et left=3.5k yeas e n=1.8k i _.... ..... ,• I 1 � I i g t x t .. /3 -5A70Cfl July 10, 2017 Reg: New deck addition for residence located at: 5330 S.W. 315TH Street Federal Way, Washington 98023 To whom it may concern: Please see attached calculations, and partial plan, for the 4x12 DF#2 header along grid( and between gridsOl and 2O . Please feel free to give us a call if you have any questions. `-'J t> 10, t7 Best Regards, Y ffh" Khaled Y. Sabra,M.E., P.E. / kW AL E IIPP4165 3 iec.ri. SABCO CONSULTING ENGINEERS INC. 11322 34th. DRIVE SE EVERETT, WASHINGTON 98208 TEL(425)338 0342 a Sw 31�#. si 2/3 JOB: r6v,�a' wi td/1 q$ 0/3 _ sricwCQ BAB©O COKSUL NG ENONE1FS NC. SUBJECT: 11322 34TH.DRIVE S.E. DATE: BY KYS EVERETT,WASHINGTON 98208 TEL (425)338 0342 JOB#: SHEET# c-[)i . . )a 7455 _ . ._. 0 Ici\s, I. t Ci L G.L.- G3/�� �t. �2 Cr 4— 31/1, xr;,-,, . c-z-ir. vim) i i .s- P1 7('0 L PLA A-/ SABCO CONSULTING ENGINEERS INC. Title: RICKETTS DECK J o b#17030 ' 3/2 EVERETT,WASHINGTON 98208 Dsgnr: KHALED SABRA,ME,PE Date: 10:08AM, 10 JUL 17 11322 34TH DRIVE SE Description:DESIGN MEETS THE 2015 IBC STANDARDS / Scope: FRAMING AT DECK Rev 580000 User KW-0605035.Ver 5.8 0 I-Dec-2003 General Timber Beam Page 1 t•• (c)1883-2003 ENERCALC Engmeering Software beams.ecw:Calculations Description HEADER PICKING UP BEAM TWEEN NEW DECK AND EXI51G HOUSE /14.904fiL Ikt,-7/.1 6 GAO V gs-,70,4L-kr,44 64,,05 ( V 0 General Information Code Ref:1997 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined r. Section Name 4x12 Center Span 3.50 ft Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft Lu 0.00 ft Member Type Sawn DF#2 Bm Wt.Added to Loads Fb Base Allow 900.0 psi Load Dur.Factor 1.150 Fv Allow 180.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi Wood Density 45.000 pcf E 1,600.0 ksi Full Length Uniform Loads Center DL 150.00#/ft Ct.- 250.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads .. Dead Load 1,463.0 lbs lbs lbs lbs lbs lbs lbs Live Load 2,438.0 lbs lbs lbs lbs lbs lbs lbs ...distance 1.750 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Beam ----- Beam Design OK ,•.,,,,,,,;,,,,,,,-'' ;,' ..',,'ES-Z"M:),i Span=3.50ft,Beam Width=3.500in x Depth=11.25in,Ends are Pin-Pin • Max Stress Ratio 0.577 : 1 Maximum Moment 4.0 k-ft Maximum Shear* 1.5 4.0 k Allowable 7.0 k-ft Allowable 8.2 k Max.Positive Moment 4.04 k-ft at 1.750 ft Shear: @ Left 2.67 k Max.Negative Moment 0.00 k-ft at 0.000 ft @ Right 2.67 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.006 in Max.M allow 7.00Reactions... @ Right 0.000 in fb 657.43 psi fv 101.79 psi Left DL 1.02 k Max 2.67 k Fb 1,138.50 psi __ Fv 207.00 psi Right DL 1.02 k Max 2.67 k • ..._.... Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.004 in -0.011 in Deflection 0.000 in 0.000 in ...Location 1.750 ft 1.750 ft ...Length/Defl 0.0 0.0 ..Length/Defl 9,945.1 3,764.52 Right Cantilever... Camber(using 1.5*DI,Defl)... Deflection 0.000 in 0.000 in @ Center 0.006 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in „,_ • • r J ��rN ( - -! MP3 ..-e. - 2 \ .. x — Y. s ,1a o N 2 6x 4, I X 1 ME ^ eo ,, , ,_, 1 ,.., .. y N....., r, a V4 i 0. s ` a 2s ' m i "I d �o sue) .� - > i h V I 11 1111.010116 j is gal U �r ; i 4Ma "ha - :a y) Lei- .- a r n. ,j , , , I . I \�f F. 1 I 6 i i / i i• -s _ a _ - est I 2 -I -.ABCO CONSULTING ENGINEERS INC. Title: RICKETTS DECK Job#170 11322 34TH DRIVE SE Dsgnr: KHALED SABRA,ME,PE Date: 2:22PM, 20 JUN 1170 EVERETT,WASHINGTON 98208 Description:DESIGN MEETS THE 2015 IBC STANDARDS Scope: FRAMING AT DECK Rev. 580000 .. User KW-0605036.Versa O.'_oec-2003 General Timber Beam - - (c)1983-2003 ENERCALC Engineering Software Page 1 g Description HEADER PICKING UP BEAM BETWEEN NEW DECK AND EXISTING HOUSE beams.ecwCalarlatpns W General Information ne l Inf n Base allowables are user defined Section Name 4x12 Center Span 3.50 ft L Beam Width 3.500 in Left Cantilever u 0.00 ft Beam Depth 11.250 in Right Cantilever ft Lu 0.00 ft Member Type Sawn DF#2 ft Lu 0.00 ft Bm Wt.Added to Loads Fb Base Allow Load Dur.Factor 1.150 180.0 psi F Beam End Fixity Pin-Pin c Allow 625.0 psi Fc Allow 6 Wood Density 45.000 pcf E00.0 psi 1,600.0 ksi Full Length Uniform Loads Center DL W;-n�_.. . , .,,�� .y�,.,, �•..3�:�. � w� 150.00#/ft ` `" i Left Cantilever DL LL 250.00 #/ft Right Cantilever DL #/ft/ft LLLft #/ft Point Loads Dead Load 1,463.0 ibsY` ` lbs lbs lbs,,, lbs lbs o, t bs, „ Live Load 2,438.0 lbs lbs lbs lbs lbs lbs distance 1.750 ft 0.000 ft lbs lbs lbs ..,.. ti c 0.000 ft 0.000 ft 0.000 ft 0.000 ftlbs Summary 0.000ft Span=3.50ft,Beam Width=3.500in x Depth=11.25in,Ends are Pin-Pin Beam Design OK Max Stress Ratio 0.577 : 1 Maximum Moment 4.0 k-ft Allowable Maximum Shear*1.5 4.0 k 7.0 k-ft Allowable Max.Positive Moment 4.04 k-ft at 1.750 ft8.2 k Max.Negative Moment 0.00 k-ft at 0.000 ft Shear @Left 2.67 k Max @ Left Support 0.00 k-ft @Right 2.67 k Max @ Right Support 0.00 k-ft Camber: @ Left 0.000 in • Max.Mallow 7.00 @Center 0.006 in Reactions... @ Right 0.000 in fb 657.43 psi fv 101.79 psi Left DL Fb 1,138.50 psi Fv 207.00psi 1.02 k Max 2.67k _ Right DL 1.02 k Max Deflections 2.s7 k Center Span... Dead Load Deflection To I Load Left Cantilever... �D 0.004 in -0.011 in Dead L000 Total as0 ..Location 1 750 ft Defength 0.000 in ...Length/Deft 9,945.1 1.750 ft ...Length/Deft 0.000 in 3,764.52 0 0 0.0 Camber(using 1.5*D.L.Den)... Right Cantilever... @ Center 0.006 in Deflection 0.000 in 0.000 in @ Left 0.000 in ...Length/Deft 0.0 0.0 @ Right 0.000 in --' 24% �)I _,V1101Air: ti, 36042 4y' IST> � /ONALSr A-P P Li ej To 2 l9 s' • , SABCO CONSULTING ENGINEERS INC. 11322 34TH DRIVE SE Title: RICKETTS DECK Job#1700 Dsgnr: KHALED SABRA.ME,PE Date: 2:22PM, 20 JUN 17 EVERETT,WASHINGTON 98208 Description:DESIGN MEETS THE 2015 IBC STANDARDS Scope: FRAMING AT DECK Rev580000 User Ver er580 1-Dec 2003 General Timber Beam (c)1983-2003 5036 LC Engineering Software _ Page 2 r Description HEADER PICK G UP BEAM BETWEEN NEW DECK AND EXISTING HOUSE "`"` beams ecwCalcuiations .>€?-�- ew��.,Um:..xs.a-cr�-sas«a�€.ntxr-✓�ca-�.�. Sketch&Diagram .aorR ! i I I I Ill 9is+ax=4 Ok-rc l i 1 i f I l Dmax=.0011in I I ! -..._. Rmax=2.7k Rmax=27k l f r Vm (r�ax left=2.7k ... - ' Irililr - -- i , i ; iiiGl ! lit - WM 111111i '• • • •