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Permit File 4205 Fidalgo Bay Road (3)
1 .= 4 City of Anacortes Invoice/Permit#: BLD-2015-0062 f 904 6th Street Applied date: 02/18/2015 P.O.Box 547 Issue date: 02/18/2015 z► ' = Anacortes, WA 98221-0547 , r Expire date: 08/16/2016 �_ �.; �+Ofi°'. (360) 293-1901 Job Address: 4205 FIDALGO BAY RD Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-8355 Project: APN: P33202 P33042 Remarks: Remodel residence. Part of existing RV garage converted to living space. Owner: CLIFFORD ZEIFMAN Contractor: Address: 5120 HIGHWAY 6 Address: RIESEL TX 76682 Phone: Phone: License#: General Information: Fees: Building Valuation 185000 Building Permit Fee 1,469.75 #of Heat Pumps 1 Plan Review Fee 955.34 #of Bathtubs 3 State Building Code Fee 4.50 #of Lavatories 3 Mechanical Permit Fees 55.90 #of Water Closets 3 Plumbing Permit Fee 83.00 #of Ventilation Fans 3 Total Calculated: 2,568.49 Deposits/Receipts: 0.00 Total Due: 2,568.49 • THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY i s,'$y >�.„,,,,... . 4** kkiiirD 4,.. Residential Building Permit Applicationrill JAN g 1 2Q' ` City of Anacortes Building Department P.O. Box 547 Anacortes, WA 98221 v h' 11 Street Address: 904 6th Street Phone: (360) 293-1901 Fax: (360) 293-1938 \ 5 4 ( I f i SITE ADDRESS: +2.os R p --1c bk-i gi- i r CONTRACTOR 0 Applicant . PROJECT DESCRIPTION Name I `oD EL c _ 5 l? f?...\( C� kel E 1 l.)Tc) Address 'Z. I *Z C-1 k 2 P &i¢. t L1 J ti 1. (..1 s p.A-c-., city/slate/zip pG--,2 A, l....vW�x"� I Phone FAX State License# Exp PARCEL NUMBER City of Anacortes Business License:o Yes o No P33 Z02. 1 PROPERTY OWNER 0 Applicant LEGAL DESCRIPTION Name CAA f bW 2 11=M M j Address 512.O 1-u Co City/State/Zip '(el .t.i"('X 1vQvi PROJECT VALUATION j Phone FAX Number of Dwelling Units CKCn4Jor� l E-Mail Address Number of Stories '2- ! Building Area: It Architect 0 Designer 0 Engineer lig Applicant ld`Floor I_ 0C(6 s.f. VI Minor 1 It 1 5'1 s.f. 1 Name AL— ` I% It_UIZ 3rdfloor s.f. Basement s.f. Address FO boik 312. f9 Garage_ 51 s.f. Carport s.f. City/State/Zip C LE-per £ L 4 A Deck s.f. Lot Area s.f. Phone3t30— 'Z'71l8 FAX 962-3C E-mail Address'-{7lYLa tz-pe-Stei0 PreC.Ft e VAkl4w,awvl CONTACT I1 Applicant LENDER [.ENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name IN VALUATION PER RCW. Address Name City/State/Zip Address Phone FAX City/State/Zip E-mail Address Phone No. CONTINUED ON THE BACK Residentia11 Mecbanllkall .Fixtures Iiiied Type f l Natu all Gas 11 Electric L1 Wood 1 1 Propane Gas . Other- Type of Equipment Number of Type of Equipment Number of Fixtures Fixtures Furnace <=100K BTU Clothes Dryer Boilers/AC/Heat. Pump ( Gas Water .Heater. Gas Outlets Gas Fireplace Ventilation Fans '3 Fireplace Insert Stove, Appliance Other Units Range Hood 4k esidentiall Plumbing 'ixtures Type of Fixture Number of Type of Fixture Number of Fixtures Fixtures Toilet r 3 Clothes Washer Bathtub -+ 3 Electric Water Heater Shower Utility Sink Dishwasher Hose Bibb Hand Sink Water Piping Kitchen Sink w/Disposal Additional Fixtures I HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION IS CORRECT,AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AN ATE LAWS REGULATING ACITIVIES COVERED BY THIS PERMIT APPLICATION. WITH THIS PERMIT ALL CONTRACTORS AND SUBCONTRACT SHALL HAVE A RRENT WASHINGTON STATE CONTRACTORS LICENSE AND A CITY BUSINESS LICENSE, STOP WORK ORDERS WILI.BE ISSUE B SITES W ,RE CONTRACTORS/SUBCONTRACTORS ARE WOR G WI HOUT PROPER LICENSE. it) '2)g)/J 5 APPLICAN NATURE DATE Last Updated Nov. 9,2012 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Clifford Zeifman Al:Taylor 4205 Fidalgo;Bay Rd Po.Box 312 Anacortes,WA 98221 Clearlake, Wa 98235 This project will use the requirements of the Prescriptive Path below and incorporate the. the minimum values listed: In additio , eased,on the size of the structure,the appropriate number of additional credits are ch. - ' as ch en by the permit applicant. Authorized Representative r Date //g° (Oa/S A!! imate:Zolnes` R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 . . Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb'e. : n/a n/a Ceiling 49' 0.026 Wood Frame Walls k 21 int 0.056 Mass Wall R-Value` 21/21h 0,056 Floor 309 0.029 Below Grade Wall°* 10/15/21 int+TB 0.042 Slabd R-Value&Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1,3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 01.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 22. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option• Description Credits) 1a: Efficient Building Envelope 1a 0.5 1 b Efficient.Building Envelope:1 b . . ' 1.0 ❑ lc Efficient Building Envelope 1c . 2.0 0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient.Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High:Efciency HVAC 3a 0.5 ❑0 3b High Efficiency HVAC 3b .1.0 ❑ 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 _ ❑ 4 High Efficiency HVAC Distribution System 1.0 El 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 . p 1.5 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits. 1.50 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf Table R402.1.1 Footnotes For SI: 1 foot.= 304.8 mm, ci .=continuous insulation, int.=intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R30 g Reserved. First value is cavity insulation,second is continuous insulation or insulated siding, so"13.+5" means R-13 cav 'The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. Int. (intermediate framing)denotes standard framing 16 inches on center with headers insulated with a mini Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation re Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as spe HERRIGSTAD ENGINEERING & SURVEYING Civil Engineering& Surveying 4320 Whistle Lake Road Dale Herrigstad,P.E.,P.L.S. Anacortes,WA 98221 (360)299-8804 August 24, 2015 Job#2014-122 Paul Ingals City Building Inspector City of Anacortes PO Box 547 Anacortes,WA 98221 Subject: 4205 Fidalgo Bay Road Garage foundation survey layout. This letter is to inform the building department that I staked out the foundation of the above referenced lot after excavation and prior to concrete foundation footings have been poured on August 20,2015. Garage setbacks used are as shown on the attached site plan. If you have any questions or need more information please let me know. Sincerely, Dale Herrigstad P.E.,P.L.S. dale@herrigstad.com LULL ADDITION ,_ , ZEIFM AN GARAGE UI o `U�JU ° � n01� � Q � cc ANACORTIS Z %,ta 3 O uN SEE EPCNT IWS At ', Xci 1 Q mg 1� d — 1,•:-....,..- - F da 4uktiYr RC (E COVERED DEO{ k 1RA11ER la RE MP M Rap; W40 IN& W o O :OSR40 PFl(CE is OLEO. °Iscc MU ALL ouneS 1h0 at1+D ]: tNATE As /EOUBM. OW ALL DfRIS U ~ • � �•TSt NncA %' T _ ram' u' 11 Orll PD/RAtC AREA \ \ W Q 3 �/4? ti Q W +.„ r4t y L L y OtMARYk 'MAW `^ ® ~ �� fo �\ ��fAS1910 Ul1<4� k �pOtARYµ >kATFR 11�K r — tirir ui CC 0 �� LE ad \ 2-124< m 420 { ���I�PY/I.LGG' //% �j / mot ~ G 8 tics + aRc sue dtc .,/,..)1/./•;/' Wr� S WtoA•LT �FF1.CE 1 �� �� .JYkYEtqR ' ' %, j � N cc -t -�"`\ 1' i ,, u l na. gyp' / %%` / — 1 -� PROP-",it ar 0 �e'•a• - / 7 4 )74 as .fg- ! r n , P i• Ras41. F AA"k4LI n.„ FENCE •--....."FAtr *AO a •,®SITE PLAN ," 3Mill . ROTE. e u' aT d W EalSUErCSc "` DIMES PRIOR o Ct waai } , k fit-ROUTE AS REWRED 1 \ Q J N 0- W PARCEL INFORMATION PROJECT OESCRIPTIO DRAW1NG INDEX S: i5S4?�: DRUNAGE; DVM: ALr _ Auk act Mats N A• PW nQl1W k DE To s DATE 3/18/i VC AODRE45: +905 RDum BAT R0, ANACORiES fPDI AT pEyDciaVIO) la RFIjNk • 6.7r3 SF. oc ame FV Wt Pr 70 Ao. ARCHITECTURAL EMSTOIO RY k DEC( m%ER TO a =OIEa • T+9 SF. �As9kcld19ma1 oD�E aRroE k e'-o' TAk r w9aNa fa p mF PS,ypp elk R OIEO - a+9 SF. EROSION CONTROL' Al SITE PLAN 13:‘. SHEET N0.CONSTRUCT NE DETACHED GARAGE CSITRACTER TO OISTALt SLT rzAcavc aN 09�k7AX l7 ka 35093o-0-919-0909 S FE SIDE OF TNDRE EXTENTS IK�y1E A2 FOUNDAnAN PUW. DETAILS h SEEAR*AL PLAltaARAct AREA • 1,131 SF. Caks Duma E SILT jFUUINO 1a REYAOI Witt ALLA3 ILOOR RAN RDff FAAWkO PLAN k nAIASECROlES 1-2 Z y� _ coktl lelle I lS t1PLEILO AND LANDSCAPE IS St1 PULLS OSIER ALL DONATED AREAS Ak0 STOOK A4 BuRLONa SECTIONS A-A, 8-8 tt ExTENOR ELEynctisn. ¢At[or • at.. 30 - I10. 35 - RHO 02 PLED sot �11R SOU�I) Ai arhERAL SPEW:CATIOk ' Lal SITE - 169 ACf.ES n tll U r ' JAIL 2 1 2015 • STRUCTURAL CALCULATIONS FOR ZEIFMAN RESIDENCE REMODEL 4205 Fidalgo Bay Road Anacortes, WA 2012 IBC January 15, 2015 2014-1227 Prepared By: Michael L. Schemmer, P.E. 2032 N Avenue, Unit A r Anacortes, WA 98221 '� r� •�(360) 941-1607 y • mis e.structures ahoo.com � 11 ,:. `....._.,..._. MICHAEL-•L. Scl • -iEIVMMER,'P• .E. ,. , _ ._. , ----- f i+ i • ja �V • 1 �'' l . i , _ I a s Fier xas" ry y4� D. • f . • jy� f f/ • ... f 111E 0 bc . i. • t,t, ` ,; Pay t�, . ' j....,I[. ! .- . . i . . . . .-.. rn : 114 ....:. 2 l.o _. ( i7. .:: Vic= .._ i, : t'z c°�J ,. .• .1, z-1 ' .- p.z.,.,t'J1 z veil-rot:4 ,...,A i4 .. )a 1 ' I _ i -Yji' • r t. wiz. I 2�, - 1 'rc�- 1ac11�v$A.,r- : . - ! • st,.S Jai-• • • . . "•1 -.1,41S1(W-l•',• . : . • - ' ''. - : . • • . r . .. ; ...t ._ -- • .•. .. Michael L:Sehemmei;PM: - . I .2032.N,Avenue,Unit A . • '-Afmcinrte-s;i.UUA'98121.: -- , ._- • • - .:(360)-941-1607 . . . t e.e str.uctur,s ahoo com PY. i • 1 • • • —y _ iq • b I�`1 v� j.1l. f.t 1, -.- 4 - d./ - ... _-_.........r -..-._ _. r__..... . . .. IA. z--- �. '..y . .� ti • : jay y ' jt . 4).6 x 8( tv's -11)V• :1310c.._ i9:to-tt rs1.3y i 1 F_ WO' �. -` rt4 yrc 4" i2/z ec5!h '4 tics .� . r • . . . , i. 0, S ,si/- j:4-13. o c.f' . . . ; yy • _ :' „ I' `'�`M`::_ iz z. 1(r,% -1 be r, • 1 I ' } , I • _ ._ l I . , i r ; : i i : ; I Michael L SChemtner,P.E. R 2032.N'Avenue,,Uiut A .. . . . _. ... .... _.. _ I A nrcirtes,WA 9f?,`?71 . • : (36,0) 941-1607.. I mspe:steuc l ta mres@yahoo.co ; . ;. Michael L.Schemmer,P.E. Project Title: Zeifman Residence Remodel (21 2032 N Avenue,Unit A Engineer: Michael L.Schemmer, P.E. Project ID: 2014-1227 Anacortes,WA 98221 Project Descr: SFR Remodel (360)941-1607 mispe.structures@yahoo.com Printed:15 JAN 2015,6:05PM Multiple Simple Beam Fife=c:1UserslOwner\DOCUME-11ENERCA-9120CAEa.1 E06 f ENERCALC INC.1983-2014,Build 6.14 11.18,Ver 614 11.18 Lrc;'# .K1iV06010145f` t.• .''`Licensee: Michael L;Sclemmer7,E':: Description : Steel Beam. Design : B98 Reactions Calculations.per AISC.360-10,IBC 20012,CBC 2013,ASCE 7-10. STEEL Section : W14x53, Fully Braced Using Allowable Strength Design with ASCE 7-10 Load Combinations, Major Axis Bending Fy= 36.0 ksi E= 29,000,0 ksi Applied Loads Unif Load: D=0.480, L=0.20, S=0.5250 k/ft,Trib=1.0 ft Unif Load: D=0.0530, L=0.140 k/ft,3.50 to 13,0 ft,Trib=1.0 ft Point: D=0.2490, L=0.4160 k @ 3,50 ft Point: D=0.2490, L=0.4160 k @ 13,0 ft Design Summary Max fb/Fb Ratio = 0.645: 1 Mu:Applied 100.858 k-ft at 12.985 ft in Span#1 D(0 2490)L(0 4 p%0530 L( r�2490)L(0.4160) Mn/Omega:Allow 156.467 k-ft , + g( 0)L(0 20)S(0 5250) Load Comb: +D+0.750L+0.750S+H Max fv/FvRatio= 0.208: 1 Vu:Applied 15.371 k at 0.000 ft in Span#1 26.50 ft Vn/Omega:Allow 74.059 k Load Comb: +D+0.750L+0.7505+H Max Reactions (k) D L Lr s W EH Max Deflections Left Support 7.05 4.14 6.96 Downward L+Lr+S 0.373 in Downward Total 0.811 in Right Support 6.67 3.32 6.96 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 851 Total Defl Ratio 392 Wood Beam Design B1-B3 Calculations per 2012 NDS,IBC 2012,CBC 2013,ASCE 7-10 BEAM Size : 7x11.875,VersaLam, Fully Braced Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending Wood Species: Boise Cascade Wood Grade: Versa Lam 3100 Fb-Tension 3,100.0 psi Fc-Prll 3,000.0 psi Fv 285,0 psi Ebend-xx 2,000.0 ksi Density 32.210 pcf Fb-Compr 3,100.0 psi Fc-Perp 750.0 psi Ft 2,100.0 psi Erninbend-xx 2,000.0 ksi Applied Loads Unif Load: D=0.0150, L=0.040 k/ft,Trib=1.333 ft Point: D=2.250, S=3.750 k @ 10.0 ft Design Summary Max fb/Fb Ratio = 0.729. 1 oR fb:Actual: 2,259.23 psi at 10.000 ft in Span#1 D(o 0207o53s2) Fb:Allowable: 3,100.00 psi y t Load Comb: +D+S+H Max fv/FvRatio= 0.201 : 1 fv:Actual: 57.38 psi at 19.067 ft in Span#1 20.0 ft, 7x11.875 Fv:Allowable: 285,00 psi Load Comb: +D+S+H Max Deflections Max Reactions (k) D L Lr s w E H Downward L+Lr+S 0.555 in Downward Total 0.925 in Left Support 1.32 0.53 1.88 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 1.32 0.53 1.88 Live Load Defl Ratio 432 >360 Total Defl Ratio 259 >180 Steel Beam Design ; B4 Calculations per AISC 360-10,IBC 20012,CBC 2013,ASCE 7-10 STEEL Section : W16x45, Fully Braced Using Allowable Strength Design with ASCE 7-10 Load Combinations,Major Axis Bending Fy= 36.0 ksi E= 29,000.0 ksi Applied Loads Unif Load: D=0.2850, L=0.40, S=0.1250 k/ft,Trib=1.0 ft Point: D=1.320, L=0,530, S=1.880 k @ 11.50 ft Point: D=6.670, L=3.320, S=6,960 k @ 14.50 ft Point: D=1,320, L=0.530, S=1.880 k @ 23.50 ft Design Summary Max fb/Fb Ratio = 1.019: 1 Mu:Applied 150.711 k-ft at 14.455 ft in Span#1 D(1.320)L(ID;fa80p$(_j eo )3(6.960) 7:i.':?!t I ;; <;11;,, Mn/Omega:Allow 147.844 k-ft D(o 2850)IJ(o 40)S(o 1250) Load Comb: +D+0,750L+0.750S+H j Max fv/FvRatio= 0.266: 1 4Fa • Vu:Applied 21.293 k at 24.500 ft in Span#1 24.50 ft Vn/Omega:Allow 79.985 k Load Comb: +D+0.750L+0.750S+H Max Reactions (k) D 1= Lr S w g H Max Deflections Left Support 6.97 6.56 5.45 Downward L+Lr+S 0.334 in Downward Total 0.864 in Right Support 9.32 7.62 8.34 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 881 Total Defl Ratio 340 Michael L.Schemmer,P.E. Project Title: Zeifman Residence Remodel 4' 2032 N Avenue, Unit A Engineer: Michael L.Schemmer, P.E. Project ID: 2014-1227 Anacortes,WA 98221 Project Descr; SFR Remodel (360)941-1607 mispe.structures@yahoo.com Printed:15 JAN 2015,6.05PM Multiple Simple Beam File=e:\Users\owner\DOCUME-1IENERCA-1120CAE8-1.EC6 '. ; ENERCALC INC.:1983-2014,Build 6.14:11.18;. Lic # KW-06010145 Ver 6 14;11.18 . ,., r '', ; ,: ";Licensee MiahaeLL:.Schemmer P.,B:-' Steel Beam Design : B5 Calculations,per AISC 360-10,IBC 20012,CBC 2013,ASCE 7.-10 STEEL Section : W16x45, Fully Braced Using Allowable Strength Design with ASCE 7-10 Load Combinations,Major Axis Bending Fy= 36.0 ksi E= 29,000,0 ksi Applied Loads Unif Load: D=0.2850, L=0.40, S=0.1250 k/fl,Trib=1.0 ft Point: D 1.320, L=0.530, S=1,880 k @ 15,50 ft Point: D=7.395, L=2.210, S=1.913 k @ 17,0 ft Point: D=0,9350, L=0.7230, S=0,6380 k @ 25,50 ft Design Summary Max fb/Fb Ratio = 1.129: 1 Mu:Applied 166.974 k-ft at 16.917 ft in Span#1 D(tarto)a4(o)5 0Pt1).£ 0)91.II).s,:.;n;i_:;C!.; ;r:)i Mn I Omega:Allow 147.844 k-ft + D(0 2850)L(0.406 S(3j 1250) Load Comb: +D+0,750L+0,750S+H Max fv/FvRatio= 0.242: 1 Vu:Applied 19.381 k at 29,000 ft in Span#1 29.0 ft Vn/Omega:Allow 79.985 k Load Comb: +D+0.750L+0.750S+H Max Reactions (k) D L Lr S w E H Max Deflections Left Support 7.92 7.05 3.56 Downward L+Lr+S 0.527 in Downward Total 1.359 in Right Support 10.00 8.01 4.50 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 659 Total Defl Ratio 256 Steel Beam.Design : B6 • Calculations per AISC 360.10,IBC 20012,CBC 2013,ASCE 7-10 STEEL Section : W16x45, Defined Brace Locations, 1st at 4.50 ft,2nd at ft, 3rd at fi Using Allowable Strength Design with ASCE 7-10 Load Combinations,Major Axis Bending Fy= 36.0 ksi E= 29,000.0 ksi Applied Loads Unif Load: D=0.2030, L=0.540 klft,0,0 ft to 4.50 ft,Trib=1,0 ft Point: D=9.320, L=7.620, S=8,340 k @ 4.50 ft Point: D=7.920, L=7.050, S=3.560 k @ 4.50 ft Design Summary Max fb/Fb Ratio = 0.956: 1 D(8.320)L(7.620)S(8,30) Mu:Applied 141.308 k-ft at 4.492 ft In Span#1 D(0 2030 L{0 54b Mn/Omega:Allow 147.844 k-ft ) Load Comb: +D+0.750L+0,750S+H + a �1 Max fv/FvRatio= 0.410: 1 Vu ;Applied 32.826 k at 0.000 ft in Span#1 24.50 ft Vn/Omega:Allow 79.985 k Load Comb: +D+0,750L+0,750S+H Support MaxReactions14,90 14.1 S 9,71(k) D s w E Li Max D wnward L+Lr+S 0.268 in Downward Total 0.650 in Left Right Support 3,25 2.92 2.19 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1096 Total Defl Ratio 452 Michael L.Schemmer,P.E. Project Title: Zeifman Residence Remodel 2032 H Avenue,Unit A Engineer: Michael L.Schemmer,P.E. Project 1D: 2014-1227 Anacortes,WA 98221 Project Descr: SFR Remodel (360)941-1607 mispe.structures@yahoo.com Printed:15 JAN 2015,8:21PM General Section Property Calculator Flle=c:lALC,INC.1DO2014,B1ENERCA-1124CAE$4.11.1 ENERCALC,INC.1983.2014,Bulld;6.14.11,18,Ver:6.14;11.18 Licensee":.Michael L,Schernmer,P E Description: W16x45 built up section Final Section Properties Datum 1 t Total Area 18.30 in"2 °'f 1 Calculated final C.G.distance from Datum: I X cg Dist. 0,0 in Y cg Dist. -0.5743 in Edge Distances from CG.: +X 3.520 in -X -3.520 in +Y 8.624 in - - --Y -7.996 In lxx= 892.14 in"4 in= 50.467 iO4 Sxx: Y 111,577 in"3 Sxx:+Y 103.444 in"3 Syy:-X 14.337 in"3 Syy:+X 14,337103 r xx 6.982 in I. ryy • 1.661 in I General Shapes MINI Rect:1 Height= 0.500 in Width= 6.000 In Rotation= 0 dec CCW Area= 3.000 in"2 Xcg= 0.000 In Ixx= 0.063 in"4 Sxx= 0.250 inA3 Rxx= 0.144in Ycg= -8.320 in lyy= 9.000 in"4 Syy= 3.000 in"3 Ryy= 1.732 in Red:2 Height= 0.500 in Width= 2.000 In Rotation= 0 dec CCW Area= 1.000 1n02 Xcg= -2.000 in lxx= 0.021 in^4 Sxx= 0.083 in"3 Rxx= 0.1441n Ycg= 7.200 in lyy= 0.333104 Syy= 0.333 iO3 Ryy= 0.577 in Red:3 Height= 0.500 in Width= 2.000 In Rotation= 0 dec CCW Area= 1.000 in02 Xcg= 2.000 in lxx= 0.021 in"4 Sxx= 0.083 in"3 Rxx= 0.144 in Ycg= 7.250 in lyy= 0.333 in"4 Syy= 0.333 1n"3 Ryy= 0.577 in Steel;Shapes ' W16x45:1 lxx= 586.000 In"4 . Rotation= 0 dec CCW Area= 13.300 in"2 lyy= 32.800 in"4 Xcg= 0.000 in Height 16.100 in Sxx= 72.795 in"3 Ycg= 0.000 in Width 7.040 in Syy= 9.318 in"3 .J �..y y • M, , i �t- , ��►; I�l�o ! S • � o .� • I . C1 ! t .i _. `_ •" (t I 'et 0 y " N / f s X • : I ,. • I. I. _ I • ' I I , . I • • I } ,• • ` ,� �) Cep o+ ��' • S ,j • , r : L. • : 1 - I AJ • erieF) • . . i6... e I i. , • •• : I•• • - S • I , •• i ! .:. ..... • .-'- :-- -.-.--j.--I- --04 -..... .- . 7 pe.""--7--(6'141 1;:i')(4.--C ' i . I ' I r f 1 H{ (�• it • ' %� P`a . --i‘---1- i 1 ` l� . • I .. .i.- .I WTI .. • - • • • t .. . • • : . , Michael.L •Schemmer, P:E-. . . . ' . • . .. .. ".. -- 2032 N.Avanu e Unit A � � . .... '.A�fi�ccrtes ;WA 98221.i -mispe.structures@yahoo.corn. • i ..• I zt ;,;i• i 'iL `su I , . MICHAEL L.SCHETMIME12;,P.E: niter fps *1k �� 4,� 8 i`via 7/b'icb A II 3 I i i is §114 (P.') 4')ts4 —7:) 110)C'43 -r VJ�$X Michael L.Schemmner,PE. 2032N Avenue,Unit A A a��te,!WA ns29.1 (360)941-1607 mispe.structuxes@yahoo.com l . . . . , : . . . • . • . , e , • : . . . . . , . . . . .. : : . . . .1 . . • . . .. MICHAEL;.L. SCHEMMER,;P E. • • , 1,\.....,.....:_, it I i 11 1 ' ' if 1'1 (vv. i►c) . . ( f k+ i 1 • 17r,s �, . • . , , ---,•-_, . ,.. I • „so : . . ff vi r Michael L.Schemmer;RE • •� - • . . 2032 N Avenue,.Unit A Atcottes,,NwA 98221. • -- . • .• . (360) 9$1-160.7 .. - _ ct , • P GAY s e structures ahoo.com. • ,...._......_. • NII H Pii1 `i;I;.::"S H]EM�VIER, d�.E: . • • • • • • • • . r 1;17.F.6-. 1006 .-------- il. --: . - • • : . : • • • • • �i05 X ll;-zSV1—•46.' 1619. • . . . . _ . . . . . ii ••• . , • • • I. - ... - .. . . .. .. . . i )) 0-_, ., _ . • . • . • • • . .,• . ;• -Michael L. Schernmer,P.E. .. 2032 N Avenue,Unit A . • . •A ncnrlpc,f�X/-A.9R279 • - . 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Yi l :r" .a. j c iD�, c13 -- Vat 1 aM.co;(Y ni . �_ S ' caw DIM;, rzA 1` I I I n I 4�)<i EJ 17f4112.. IN 0 1 �i ' � � 1�� cores:.? I..,..o:$ 'to IIA1tU Casa.° \tN c,J BMW., snir c 5 as•.a.. ciit.._, :•r:-.,-.�=.1,;—�.r.--,'.., -.t.,u>'-N.. :' y.,,v l_•:i�....„�..:--.._.__ caw :1 i/j c . 14o a� 2. L7- r-[, aL-D(fArla 1Av$2'II X cz 5i • .^'2ii-1j 2,1 1`.r • z ft t 11117• --.__, -sue � I‘ 0` -r I f . \ i, f m3 f )� 411 5 _ ..,m.,___________„...._ . f 1,,i) . •:. • .____, _._ . ..._. . ,,,..,..,. _ .. „. . ., „.. !.. (f-i\ 'ITO IV) wed ex4 . :MINIIMINI arm-c-ias(4 4X1411 (. trr I , la -- e oh—imaciii—li..' i ___ _. , ---41, . ii, \4 -•• L 11 >,< 0 —___—. _ --T.....-...- . -__-tea -.../ ci LO -1 --) \---- ._ , f i. r . , t.3 OO .a-,ir z-r.o-,rI a_s .., ' . ,P[ 13 ol -- F -e. P;o08038 • I . o o l ifIre 1 IK '\ q x 00 l*, 1 11 — '- "Z -. 09 c O O c at o-iA-L .A 6-Sw-4 10.1 0 „, to, 1 1.i GENERAL CONSTRUCTION REQUIREMENTS ENERGY CODE NOTES co 1. NOT ALL BURIED UTILITIES LOCATED ON THIS SITE ARE SHOWN ON THESE DRAWINGS SO .8.. ALL EXTERIOR AND MAIN CROSS STUD PARTITION WALLS SHALL BE EFFECTIVELY AND U CALL UTILITIES UNDERGROUND LOCATION BEFORE DOING ANY DIGGING ANYWHERE ON THIS THOROUGHLY BRACED AT EACH END, OR AS NEAR THERETO AS POSSIBLE, AND AT LEAST 1. CONTRACTOR TO ADD ADDITIONAL FRAMING OR BLOCKING AS REQUIRED aFFtMi C � +�I' E SITE OF ANY DEPTH 1-800-424-5555 EVERY 25 FEET OF LENGTH BY AN APPROVED METHOD. TO MEET CURRENT ENERGY CODE REQUIREMENTS (jj t�ivACURTkS U 2. VERIFY ALL DIMENSIONS AT SITE, ALL DIMENSIONS ARE TO OUTSIDE OR CENTER LINE OF 29. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE 2. AIR LEAKAGE. SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR. RIM : AP " WOOD FRAMING MEMBERS AND CONCRETE UNLESS NOTED OTHERWISE STUD ABOVE WITH A MINIMUM LENGTH OF 14", OR SHALL BE FRAMED OF SOLID BLOCKING. JOIST BETWEEN STORIES TO BE CAULKED / SEALED. ALL HOLES IN BUILDING ENVE- ^ m o WHEN EXCEEDING 4 FEET IN HEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING LOPE ARE TO BE CAULKED / SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, r ��! _ o PLUMBING & HVAC PENETRATIONS. OUTLETS, SWITCH BOXES AND RECESSED FIXTURES T Nt t. """ fed 3. FOOTINGS TO BE PLACED ON FIRM INORGANIC, UNDISTURBED SOIL OF 2000 PSF (MIN) THE SIZE REQUIRED FOR AN ADDITIONAL STORY. `' '� �/'/ N BEARING CAPACITY AND TO EXTEND A MIN OF 18" BELOW FINISHED GRADE. TIE WALL ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED / SEALED WITH APPROVED ��� �7 / �"`` VERTICAL REINFORCING STEEL TO CONTINUOUS FOOTING STEEL. ALL REINFORCING STEEL 30. ALL OPENINGS IN BEARING AND EXTERIOR WALLS ARE TO BE PROVIDED WITH A HEADER SEALANT, OR HAVE FOAM FACE GASKETS INSTALLED. ALL RECESSED LIGHTS ARE TO �L7FtE58:.� ~�` -_�,,,, o BELOW GRADE TO HAVE A 3" MIN EMBEDMENT LAP ALL REBAR SPLICES AND CORNERS 30 AS INDICATED ON DRAWINGS & ALL HEADERS ARE TO HAVE A MIN BEARING OF 1 1/2" BE IC RATED, AIR TIGHT & SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND �. 0 S, BAR DIAMETERS, MIN FOR FULL WIDTH OF HEADER. ALL WINDOWS & DOORS TO BE SEALED / CAULKED. HOV>MI3 i3Y- �1 �- .�^., p 31. PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES CT 10 FIELD � w��'T%ON ��� `�_IG WITHIN4. PROVIDE OF BOARD DCEND BOLTS W/E I RG EMBEDMENT SEALER UNDER E AND LOCATEA AS FEW BENDSAS POSSIBLE & TO TERMINATE AT THE AEXTTER OR OF THERE BUILDING.AVE � ' �� � IS NC, o t t •- ;C. 12" ENDS. PROVIDE FIBERGLASS SILL BOTTOM PLATE OF WITHIN 1 1/4" OF THE EDGE OF ANY STUD. �yR,VI{3L,AT ('tN Q � ALL EXTERIOR WALLS IN CONTACT WITH CONCRETE UNLESS NOTED OTHERWISE. 4. INSULATION TO FILL ALL EXTERIOR WALL CAVITIES. DO NOT COMPRESS, I 32. STUD PARTITIONS CONTAINING PLUMBING, HEATING, OR OTHER PIPES SHALL BE SO w FRAMED AND THE JOIST UNDERNEATH SO SPACED AS TO GIVE PROPER CLEARANCE FOR CUT TO FIT AROUND WIRES, PIPES, & OUTLET BOXES. RECESSED 5. ALL STUMPS & ROOTS SHALL BE REMOVED FROM THE GROUND TO A DEPTH OF 12" IN FIXTURES IN EXTERIOR WALLS TO HAVE MIN. R-5 INSULATION BEHIND THEM. THE AREA OCCUPIED BY THE BUILDING. NO EXCAVATED MATERIAL IS TO BE USED FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS PARALLEL TO THE FLOOR JOISTS, THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO 'n BACKFILL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE GEO TECH. ALL FILL UNDER 5. ALL HVAC DUCTS INSTALLED OUTSIDE THE HEATED HABITABLE SPACE TO HAVE PERMIT PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED. WHERE PLUMBING, HEATING OR 0 N CONCRETE TO BE COMPACTED PIT-RUN FILL TO 95%. SEALED JOINTS, CORNERS, AND BOOTS, AND INSULATED TO A MIN. R-8. . OTHER PIPES ARE PLACED IN OR PARTLY IN A PARTITION, NECESSITATING THE CUTTING OF COal co6. ALL WOOD USED IN FORMING AND PLACING CONCRETE, IF WITHIN THE GROUND OR SOLES OR PLATES, A METAL TIE NOT LESS THAN 1/8" THICK & 1 1/2" WIDE SHALL BE 6. A ONE PERM OR LESS VAPOR RETARDER ( IE: KRAFT PAPER, PVA PAINT ETC.. ) v BETWEEN FOUNDATION SILLS & THE GROUND SHALL BE REMOVED. REMOVE ALL LOOSE OR FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS IS TO BE INSTALLED ON THE WARM SIDE OF ALL INSULATION. 3 CASUAL WOOD IN CONTACT W/ THE GROUND FROM UNDER THE BUILDING. THAN 4-16d NAILS. ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED 33. A STUD IN AN EXTERIOR WALL OR INTERIOR PARTITION MAY BE CUT OR NOTCHED FOR 7. Q 7. WHEN WOOD JOIST OR THE BOTTOM OF WOOD STRUCTURAL FLOORS WITHOUT JOISTS UNDER ASTM E-283 AND SO LABELED, OR SEALED AROUND THE EXTERIOR IN AN AP- < 00 UP TO 25% OF ITS WIDTH. THE SAME STUD MAY HAVE A HOLE BORED UP TO 40% OF IT'S ARE LOCATED CLOSER THAN 18" OR WOOD GIRDERS ARE LOCATED CLOSER THAN 12" TO PROVED MANNER TO BE AIR TIGHT./ WIDTH PROVIDED THE HOLE IS NO CLOSER THAN 5 8" TO THE EDGE OF THE STUD. BORED EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE I r PERIPHERY OF THE BUILDING FOUNDATION, THE FLOOR ASSEMBLY INCLUDING POSTS, HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF THE STUD AS A CUT OR 8. ALL WATER PIPES IN UNHEATED SPACES TO BE INSULATED TO A MIN OF R-3. I n l wQ I NOTCH. IF FOR ANY REASON A LARGER HOLE OR CUT THAN ALLOWED ABOVE IS REQUIRED, GIRDERS, JOIST AND SUBFLOOR, SHALL BE APPROVED WOOD OF NATURAL RESISTANCE TO 0 U o DECAY OR TREATED. OBTAIN PERMISSION FROM THE STRUCTURAL ENGINEER BEFORE PROCEEDING. 9. EXTERIOR DOORS TO BE ADJUSTED SO WEATHER-STRIPPING, THRESHOLD, & DOOR N N 34. FLASH AND COUNTER FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM SWEEP ARE WORKING PROPERLY & SEAL WELL. _ 8. ACCESSIBLE UNDER-FLOOR AREAS SHALL BE PROVIDED WITH A MIN. 18"X24" ACCESS .....I Pi 0 HOLE, UNOBSTRUCTED BY PIPES, HEAT DUCTS, ETC... PROVIDE ADEQUATE SCREENING OR WEATHERPROOF 10. BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH x r1 COVERING OF ACCESS HOLE. PIPES, DUCTS AND OTHER CONSTRUCTION ARE NOT TO MANUFACTURES RECOMMENDATIONS FOR DENSITY & COVERAGE. PROVIDE VENT BAFFLES >m O •• 35. ALL EXTERIOR TRIM & SIDING JOINTS TO BE MITTERED. WHERE TWO BOARDS BUTT, 00 Z INTERFERE WITH THE ACCESSIBILITY TO OR WITHIN UNDER-FLOOR AREAS, AS REQUIRED & INSULATE & WEATHER-STRIP ATTIC ACCESS DOOR. END TO END, SIDING OR TRIM, PROVIDE A 15 DEGREE MIN. BEVEL ON ENDS OF JOINING BOARDS. l 9. ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, 11. PROVIDE MAKEUP AIR WITH FRESH AIR DUCTED DIRECTLY INTO THE RETURN AIR H d a_ WHICH IS IN DIRECT CONTACT WITH EARTH, & SILLS WHICH REST ON CONCRETE OR PLENUM OF THE FURNACE SYSTEM. INSULATE THE DUCT WITH R-4 IN UNHEATED 36. ALL LUMBER, PLYWOOD AND PARTICLEBOARD, ARE TO COMPLY WITH APPLICABLE MASONRY FOUNDATIONS, SHALL BE TREATED WOOD OR FOUNDATION REDWOOD, ALL MARKED SPACES. PROVIDE A DAMPER TO REGULATE INCOMING FRESH AIR • STANDARDS OF GRADING RULES AND SHALL BE SO IDENTIFIED BY THE GRADE MARK BY OR BRANDED BY AN APPROVED AGENCY. AN APPROVED AGENCY 12. PROVIDE OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 CFM 10. ALL COLUMNS & POSTS LOCATED ON CONCRETE OR MASONRY FLOORS OR PLINTHS UNDER NORMAL OPERATING CONDITIONS. EXPOSED TO WEATHER OR TO WATER SPLASH OR IN BASEMENTS SHALL BE SUPPORTED BY 37. PROVIDE A 20 MINUTE RATED, SELF-CLOSING 32"MIN DOOR BETWEEN GARAGE AND CONCRETE PIERS OR METAL PEDESTALS PROJECTING ABOVE FLOORS UNLESS APPROVED LIVING AREA. WRAP ALL SUPPORTING STRUCTURAL MEMBERS, WALLS & CEILING AT 13. ALL GAS COMBUSTION APPLIANCES, EXCEPT STOVES Sc CLOTHS DRYERS, TO HAVE Z WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED. THE PEDESTALS GARAGE WITH 5/8" W TYPE "X" GYPSUM WALLBOARD. COMBUSTION AIR DUCTED DIRECTLY TO THEM. Z O SHALL PROJECT AT LEAST 6" ABOVE EXPOSED EARTH AND 1" ABOVE FLOORS. INDIVIDUAL I CONCRETE OR MASONRY PIERS SHALL PROJECT AT LEAST 8" ABOVE EXPOSED GROUND 38. MAKE ALL ROOF PENETRATIONS FOR VENTING ETC. ON NONCONSPICUOUS SIDE OF 14. ALL COMBUSTION EXHAUSTS TO BE SEPARATED BY A MIN. 3' VERT. & 10' HORIZ. V O UNLESS THE COLUMN OR POST THEY SUPPORT ARE OF APPROVED WOOD OF NATURAL RIDGES. imm z RESISTANCE TO DECAY OR TREATED WOOD IS USED. 15. COMBUSTION AIR: UNDERCUT UTILITY ROOM DOOR 1" AND PROVIDE (1) 4"x8" Z 1 = "R ESISTANCE FURNACES SHALL BE INSTALLED TO HAVE A MIN TOTAL CLEARANCE OF 12 0 SIDES COMBUSTION AIR OPENING WITHIN 12" OF CEILING Ln 11. ENDS OF GIRDERS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH WITH A MIN CLEARANCE OF 3" ALONG SIDES, TOP, & BACK W A MIN AIR SPACE OF 1/2" AT TOPS, SIDES, & ENDS UNLESS APPROVED TREATED WOOD ISCI 40. HOT WATER HEATERS TO HAVE T & P VALVE PIPED FULL SIZE TO THE OUTSIDE AND USED. INSULATION VALUES LEGEND: In GRADED TO DRAIN, NOT MORE THAN 2' OR LESS THAN 6" FROM THE GROUND AND 12. COVER GROUND AT CRAWL SPACE WITH MIN. 6 MIL (BLACK) MOISTURE BARRIER, SEAL POINTED DOWN. IF DUE TO THE WATER HEATERS LOCATION IT IS IMPOSSIBLE TO CONNECT WALLS CEILING FLOOR WINDOWS DOORS 0 I- LAPS AND EXTEND UP FOUNDATION WALLS A MIN 6" ABOVE OUTSIDE GRADE. IT TO THE OUTSIDE THEN PROVIDE A FLOOR DRAIN AND PIPE IT TO THAT. ABOVE BELOW CRAWL TO SLAB ONCY FLAT VAULTED VERTICAL OVERHEAD GRADE GRADE SPACE FLOOR GRADE 41. KITCHEN RANGE, DRYER, BATHROOM & LAUNDRY ROOM VENT DUCTS SHALL HAVE R-21 + 13. ALL UNDER FLOOR AREAS SHALL BE PROVIDED WITH 1 S.F. OF FOUNDATION VENT FOR R-21 R-49 R-38 R-30 / R-19 MIN* R-10 U=0.30 U=0.50 U=0.20 W Q EACH 150 SF OF FLOOR AREA. LOCATE VENTS AS CLOSE TO CORNERS AS PRACTICAL AND SMOOTH, NONCOMBUSTIBLE, NONABSORBANT SURFACES AND SHALL TERMINATE OUTSIDE 1" C.C.F. U=0.029 z THE BUILDING AND SHALL BE EQUIPPED WITH BACK DRAFT DAMPERS. SOUND INSULATION MIN.PROVIDE CROSS VENTILATION, COVER VENTS WITH CORROSION RESISTANT WIRE MESH WITH M Q OPENINGS OF 1/4" IN DIMENSION. 42. EACH BEDROOM IS TO HAVE A WINDOW WITH A MAX SILL HEIGHT OF 44" & A NET C.C.F. = CLOSED CELL FOAM CC 14. THERE SHALL BE MAINTAINED A MINIMUM CLEAR SEPARATION OF 6" BETWEEN ANY CLEAR OPENING OF NOT LESS THAN 5.7 SF, 24" MIN HEIGHT & 20" MIN WIDTH. WOOD AND EARTH, OR THE WOOD SHALL BY OF A TYPE W/ A NATURAL RESISTANCE TO 43. PROVIDE A HARDWIRED (W/ BATTERY BACKUP) SMOKE DETECTOR IN EACH SLEEPING Z Q mmi DECAY OR TREATED WOOD IS TO BE USED ROOM AND OUTSIDE EACH SEPARATE SLEEPING AREA NEARBY. EACH STORY SHALL HAVE 111 15. SOLID-SAWN RECTANGULAR LUMBER BEAMS, RAFTERS AND JOISTS SHALL BE 111frQ AT LEAST (1)SMOKE DETECTOR. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED (NFPA , / T j m ' SUPPORTED LATERALLY TO PREVENT ROTATION OR LATERAL DISPLACEMENT IN ACCORDANCE 72) • 0 O WITI-I'THE FOLLOWING: I O , 1_,7 0 IF THE RATIO OF DEPTH TO THICKNESS, BASED ON NOMINAL DIMENSIONS, IS: 44. PROVIDE IN A READILY ACCESSIBLE LOCATION FOR A 22"X 30" MIN ATTIC ACCESS T , -4.,. sit, Q 1. TWO TO 1, NO LATERAL SUPPORT IS REQUIRED. OPENING WITH MIN HEAD HT OF 30". 2. THREE TO 1 OR 4 TO 1, THE ENDS SHALL BE HELD IN POSITION, AS "BYCli FULL DEPTH SOLID BLOCKING, BRIDGING, NAILING OR BOLTING TO 45. ALL TRUSSES SHALL BE DESIGNED BY A REGISTERED WASHINGTON STATE ENGINEER4; c dpl (( Ali OTHER FRAMING MEMBERS400 , APPROVED HANGERS OR OTHER ACCEPTABLE AND SHALL CARRY AN APPROVED STAMP TO THAT EFFECT. MIN SNOW LOAD 25LBS/SF F` W LO O MEANS. MIN WIND LOAD 85 MPH W 3, FIVE TO ONE, ONE EDGE SHALL BE HELD IN LINE FOR ITS ENTIRE LENGTH 1. PROJECT DESCRIPTION CV 4. SIX TO 1, BRIDGING, FULL-DEPTH SOLID BLOCKING OR CROSS BRACING 46. PROVIDE LATERAL BRACING OF TRUSSES AS REQUIRED BY MANUFACTURE AND SOLID SHALL INSTALLED AT INTERVALS NOT EXCEEDING 8 FEET UNLESS BOTH EDGES BLOCKING BETWEEN TRUSSES AT THE PLATE LINE, FASTEN TRUSSES TO THE TOP PLATE •e w 6 ' ARE WITH HURRICANE CLIPS. PROVIDE APPROVED MEANS FOR VENTILATION TO PASS BLOCKING INTERIOR REMODEL: HELD IN LINE FOR THEIR ENTIRE LENGTH. 47. METAL CHIMNEYS SHALL BE ANCHORED AT EACH ROOF AND CEILING WITH TWO 1 1/2"X , , Y REMODEL EXISTING HEATED RV GARAGE INTO (2) CAR 5. SEVEN TO 1, BOTH EDGES ARE TO BE HELD IN LINE FOR THEIR ENTIRE jr 4 1/8" METAL STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY INSULATION AND GARAGE AND LIVING SPACE. ADD UPPER FLOOR W/ LENGTH. NAILED WITH 6-8d NAILS MIN PER STRAP TO THE ROOF OR CEILING FRAMING. (3) ADDITIONAL BEDROOMS & BATHROOMS 16. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE PERMEABLE FLOORS OR ROOFS 48. CONTRACTOR TO PROVIDE PRESSURE REDUCING VALVE AND REQUIRED ACCESSORIES IF ?' WHICH ARE EXPOSED TO THE WEATHER SUCH AS CONCRETE OR MASONRY SLABS SHALL BE REQUIRED. (Jr)APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD UNLESS SEPARATED FROM SUCH FLOORS OR ROOF BY AN IMPERVIOUS MOISTURE BARRIER. PARCEL INFORMATION 49. ALL WATER LINES TO BE PROTECTED FROM FREEZING. IF WATER LINES ARE NOT 17. PRESSURE TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS LOCATED COMPLETELY BETWEEN HEATED SPACE AND INSULATION PROVIDE INSULATION AS WHICH FORM THE STRUCTURAL SUPPORT OF BUILDINGS, BALCONIES, PORCHES, ETC., WHEN REQUIRED TO ASSURE PIPES ARE PROTECTED FROM FREEZING. SITE ADDRESS: 4205 FIDALGO BAY RD. 0 SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ANAL:OR-TES, WASHINGTON 98221 z ROOF, EAVE, OVERHANG OR OTHER COVERING. SUCH MEMBERS MAY INCLUDE GIRDERS, MINIMUM NAILING SCHEDULE NAILING 1 I JOIST AND DECKING, POSTS, POLES AND COLUMNS. 1. JOISTS TO SILL OR GIRDER, TOENAIL 3-8d TAX ACCOUNT No. 350230-0-219-0008 2. BRIDGINGLEL TO JOIST, T AIL EACH END 2-8d OC PARCEL ID No. P33202 ��(� j-flk\ z O 18. PLACE A VAPOR BARRIER OF TYVEK OR EQUAL OVER ALL EXTERIOR WALLS. 3. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d ® 16"OC 4. TOP PLATE TO STUD, END NAIL 2-16d SEC. 30 - TWP. 35 - RNG 02 �' 19. PROVIDE A POSITIVE CONNECTION BETWEEN A POST SUPPORT & POST AND BETWEEN 5. STUD TO SOLE PLATE 4-8d TOENAIL OR 2-16d, END NAIL 0 () THE POST AND A BEAM SUFFICIENT TO ENSURE AGAINST UPLIFT AND LATERAL 6. DOUBLE STUDS, FACE NAIL 16d 0 24" OC SETBACKS I JAN 2 ?b�� c- w DISPLACEMENT. 7. DOUBLE TOP PLATE, FACE NAIL 16d ® 16" OC FRONT - 20' SIDE - 5/10' REAR-20' 8. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d 20. EACH END OF ALL JOIST SHALL HAVE NOT LESS THAN 1 1/2" BEARING ON WOOD OR 9. CONTINUOUS HEADER, TWO PIECES 16d CD16"OC ALONG EA EDGE Q 0 METAL, NOR LESS THAN 3" ON MASONRY. 10. CEILING JOIST TO PLATE, TOE NAIL 3-8d I- z 11. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d 21. ALL JOIST SHALL BE SUPPORTED LATERALLY AT THE ENDS & OVER SUPPORTS WITH 12. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d 0 z w 2"WIDE BY FULL JOIST DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER 13. RAFTER OR ROOF TRUSS TO TOP PLATE SIMPSOM H2.5 CLIP W/ REQD NAILS APPROVED MEANS. NOTCHES AT THE ENDS OF JOIST SHALL NOT EXCEED 1/4 THE JOISTS 14. BUILT-UP CORNER STUDS 16d @ 24"0C LI_15. BUILT-UP GIRDERS & BEAMS 20d ® 32"OC 0 TOP& BOT & STAGGERED D R A W I N G I N D E z O 0 DEPTH AND BORED HOLES ARE NOT TO BE WITHIN 2" OF THE JOIST TOP OR BOTTOM EDGE. 22. PLYWOOD & PARTICLEBOARD:HOLES ARE NOT TO BE ANY BIGGER THAN 1/3 THE DEPTH OF THE JOIST. NOTCHES IN THE C..) TOP OR BOTTOM OF THE JOISTS SHALL NOT EXCEED 1/6 THE JOIST DEPTH AND ARE NOTI PERMITTED IN THE MIDDLE THIRD OF THE SPAN. -nails spaced at 6"oc for edges, 12" CO® intermediates supports r,_ (10" © intermediate supports floors), except 6" ® all supports ARCHITECTURAL 0 Q >- where spans are 48" or more. 22. JOISTS FRAMING FROM OPPOSITE SIDES OF A BEAM, GIRDER OR PARTITION SHALL BE ,', Al GENERAL PROJECT INFORMATION LLB C C) LAPPED A MIN OF 4" OR THE OPPOSING JOISTS SHALL BE TIED TOGETHER IN AN APPROVED SUBFLOOR, ROOF & WALL SHEATHING (TO FRAMING) 1..1..1 MANNER. 1/2" & LESS 6d 2 A2 MAIN LEVEL & UPPER LEVEL FLOOR PLANS 0 Z W 19/32"-3/4" 8d 3 or 6d 4 A3 UPPER LEVEL FLOOR FRAMING PLAN & ROOF FRAMING PLAN fX LiJ Z 23. JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY FRAMING COMBINATION SUBFLOOR-UNDERLAYMENT (TO FRAMING) ANCHORS. Ur w 3/4" AND LESS 6d 5 A4 BUILDING ELEVATIONS, TYPICAL BUILDING SECTION 24. ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE DOUBLED OR LUMBER OF 23. PANEL SIDING TO FRAMING): EQUIVALENT CROSS SECTION, AND EACH END SUPPORTED WITH PROPER SIZED FRAMING "1/2" ORR LESS 6d 6 JOB: 1426 ANCHORS, UNLESS ADEQUATE BEARING IS PROVIDED THRU OTHER MEANS. TAIL JOIST SHALL OWN: ALT ALSO BE SUPPORTED WITH PROPER SIZED FRAMING ANCHORS. 1 Common or box nails may be used except where otherwise stated. 2 Common or deformed shank DATE: 1/20/2015 25. ALL PLYWOOD SUBFLOORING IS TO BE GLUED TO THE SUPPORTING FRAMING MEMBERS, 3 Common DEFERRED SUBMITTALS. GLUE IS TO BE APPLIED IN STRICT CONFORMANCE WITH MANUFACTURES DIRECTIONS. 4 Deformed shank Tt RED• 5 Deformed shank • HVAC SYSTEM REMODEL REVISIONS 91 3 26. CAP ALL STUDS WITH A DOUBLE TOP PLATE AND INSTALL TO PROVIDE OVERLAPPING 6 Corrosion-resistant siding or casing nails RE .!STEREO SHEET NO. - AT CORNERS AND AT INTERSECTIONS WITH ALL PARTITIONS. END JOINTS IN DOUBLE PLATES 7 Corrosion-resistant siding or casing nails • ELECTRICAL & LIGHTING DESIGN : 1 STEREO SHALL BE OFFSET A MIN OF 48". • FIRE PROTECTION/SPRINKLER SYSTEM REVISIONS 27. ALL STUDS SHALL HAVE FULL BEARING ON A PLATE OR SILL NOT LESS THAN 2" • CONTRACTORS TO COORDINATE W/ ARCHITECT YLOR A 1 NOMINAL THICKNESS AND HAVING A WIDTH NOT LESS THAN THAT OF THE STUD. PRIOR TO SUBMITTAL OF CONSTRUCTION DOCS STATE OF WASHINGTON FOR REVIEW AND PERMIT ROOM MATERIAL SCHEDULE ROOM NO. co E 201 WALLS p FLOOR :WI Immmm 9-0" CEILING C.) 'U CEILING HEIGHT E FLOOR/ WALL/ CEILING/ BASE FINISH FINISH W L U 1 CARPET A 1/2" G.W.B./ 1 5/8" G.W.B./ cp C =momWOOD BASE TEXTURE,PAINT TEXTURE,PAINT 2 •c N WOOD 5/8" TYPE X G.W.B 5/8" TYPE X G.W.B 16 D 2 WOOD BASE B TEXTURE/PAINT 2 TEXTURE/PAINT U CERAMIC TILE 3 WOOD BASE C 3 IQQ _ \\ 4 NAT. STONE TILE \� WOOD BASE \ I \\\ 5 SEALED Z W CONCRETE 0 N) • - BALCONY (REMOVE (E) WINDOW & CO 191- / REPLACE W/ 6-0x5-0 H.S. U/) a) 6-Ix5110 PIC I I 6-0x5-0 PIC I I I L I HDR HT 6'-O" A.F.F. I y W W _ JR Y i� \\ �(E) DOOR TO BE LINE OF WALL BELOWJ CD Q co II REMOVED J LL L L I I °' a rfr w F T N CO W I 1 of - N 0 O S °° BEDRM #11A1 O N N • J ATTIC SPACE \\ VAULT ^ _ • o (EXISTING HVAC) �� f I'7 M a -- 1'-4` 2'-9"� 14'-11" / >ma xO W w I 0� I m � = Q ors s � I � 2 Y =_ 3 o S.D. d d EXISTING BEDRM - o o $ RELD VERIFY` DOOR HT. JI - BAR �_ o o RECREATION v W N fpI I 3A1 4 K-___ J �JJti' Z Z dOL zuxH-- o o :� o =I J BATH-1 O Z / / t21'-9" / I EXISTING BEDRM 3A1 _ _ t3A1 Imml (/) _ 0K----i- - W b. w BEDRM 2 4 W ti 1A1 a N ~ w \ ° / 60"x32" VAULT o 0 CO111 ORR \ o / S.D� O / \ ° FIB-GLS 4D I U TUB/SHWR / = oI LLI Q �� re N z L 5_p" t12'-31/2" 6'-31/2" I , 4-p" 13'-101/2" . ad Q (E) CRAWL EXISTING / / / / O HALL / p UP • EXI$T1NG� r--r ACCESS EL• PDR � EXISTINGZ • DN 7TAMADR?SE {. *DN3A1SDSTIR [ STAR 11" MIN TREAD I I IJ� 6-0x6-8 Z r r - --- o RELOCATED STEEL BEAM HVAC o (E) PIN PILES - r I I _I I _ _ m * U jC O . ' — m STORAGE bl;E �� '' 2-8x6-8 N ROD & SHELF • Loa CD ADD 24"x30" CRAWL (E) PIN PILES . 5B2 9'-9" o ( SPACE ACCESS DOOR . 9-B TOWELS / 1 O _I • UP HALL (5) SHLJ 1 Q STAIR DATA: 00 3A1 (IT o `x TH-2 ,2 o FA_ 60"x32" _ - -VENT FAN 0 7" MAX RISE 9'-9" • " /801:Te 3A1 FIB-GLS THRU SOFFIT LLL 11" MIN TREAD C.O, o .{' M - VAULT - TUB/SHWF (TYP) I o CX N o x 7'-D"H OPENING —� �— I — EXISTING PLAY RM BROOM - O EXISTING °' I O ° UJI N UTILITY/LAUNDRY ` - o I �' ( ) c? t13'-41/2" r%, 31'-81/2" CO / w / juj / ,CD ° m LINEN (E) STEEL BEAM STEEL BEAM _(5) SHLV BATH-2 60"x32" . — . . — . - . . — . . — . . — . . K . . — . . — . . — . — . . — . . — . . 3A1 0n FIB-GLS _ _ '1' VAULT ;n Ita TUBTSHWF Pi PANTRY • J TOWELS - (5) °"SHLO / I Bg• . GARAGE _ _ 1 — -ANCHOR WALLS TO CONC W/ 5B2 — - 3/8" WEDGE ANCHORS - 1.1 co 48"o/c, 3" EMBED (TIP) - 9-g GARAGE CEILING & ALL WALLS IN 'ESW COMMON WI LIVING SPACES TO I L../ )1'-4 j 2-9' " 14'-11" / z EXISTINGr BE 5/8" TYPE X G.W.B. (MIN) J N o S.D. z Q PORCH N / tr.....-(E) STAB WALL • N / o l _ Q J U JK_ W J \ / CO OCL X \ 14 0 x8'-0" O.H. DOOR Ini BEDRM ED Al 3 �r RNFILLVTO MATCH OW / \ (VERIFY HT W/ EXISTING) " ADJACENT SURFACES Q / N \ / . I EXISTING BALCONY = . VAULT ( ) O O o REMOVE (E) GARAGE . \ / • C!' z 01° J J LI— DOOR, HARDWARE & TRIM-.\ N o O C _\__ / \ L a 2x6 - 16"0/c lamo o WALL BELOW w it' / . \ 1 NOTES: r 3 L J 1. ALL NEW DOORS & WINDOWS TO MATCH EXISTING I I W WALL LEGEND MANUF., STYLE & COLOR WALL BELOW I HDR HT 8'-0" A.F.F. 1 1-1-1 EXISTING CONST. TO REMAIN 2. PROVIDE SCREENS FOR ALL OPERABLE WINDOWS 6-0x5-O H.S. EXISTING CONST. TO BE REMOVED 3. MATCH ALL INTERIOR Se EXTERIOR TRIM/FINISHES / / / Z LI..I CONSTRUCTION NOTES: EQUAL EQUAL NEW 2x - 16"o/c CONST. 1. CONTRACTOR TO SEAL OFF EXISTING LIVING SPACE / / / Q 0- FROM ALL CONSTRUCTION ACTIVITIES UNTIL DEEMED A, MAIN LEVEL FLOOR PLAN NECASSARY TO CONTINUE CONSTRUCTION. MAINTAIN �,� NOTE: SEAL AT ALL TIMES BETWEEN AREAS. CONSTRUCTION LIVING SPACE = 1,098 S.F. SCALE: 1/4" = 1'-0" PATCH WALLS, CEILING AND FLOOR WALLS MAY BE USED AS REQUIRED JOB: 1426 GARAGE = 851 S.F. TO MATCH ADJACENT SURFACES tom\ UPPER LEVEL FLOOR PLAN 2. COVER ALL EXIS11NG FLOORS TO PREVENT o�_/ DWN: ALT CONSTRUCTION DAMAGE. z LIVING SPACE = 1,115 S.F. SCALE: 1/4" = 1'-0" NOTES: 1, ALL DIMENSIONS ARE TO FACE OF STUD DATE: 1/20/2015 I} UNLESS NOTED OTHERWISE REV f gi EXHAUST FAN V.T.O. 9LTONA2 ISTEREO SHEET NO. es"). SMOKE DETECTOR HITECT e. CARBON MONOXIDE DETECTOR INTERIOR LIGHTING:MINIMUM OF 50% OF ALL LUMINAIRES TO BE HIGH EFFICIENCY TYPE FIXTURES • //I TYP5 16 /2 012 o c r/ PLT 2"x1/2"x CONT. (TYP) 0 VVV H TYP N2"012"o/c Co) ° CUT & COPE EXISTING W16x45 (E) W16x45 t r BEAM TO ACCEPT NEW W18x55 r(E) W18z55� U EXISTING 3.5x11.25 PSL O) "I 7. PWL/T(44)1/2/6x"30/8A3x215-0N 2w t I BOLTS - ` 0 TYP 5 16 2 012 o c PLT 6"x1/2"x CONT. LTPS 0 18"o/c ^' +°-� ± jli PLT 7 1/2"x3/8"x0'-8 1/2" f 1 1� 5 i6\ " W/ (2) 3/4"0 A325 BOLTS III......IIL..��� 5-0" 5 0" 5 0" _ 5'-0" T 5 16 / Y 516 ► Q NEW 3.5x9.5 VL 2.0 3100 DF 7 I 0 0 �� �� EXISTING TS 5x5x5/16" A Z W 1/2" PLTo o �1/2" PLT (E) W16x45 (VERIFY) ` \ r(E) W16x45---1 (E) W16x45 ^ 0 o 0 �' �(E) W16x451 W18x55 N 0 0 of 1---,\—. 0 DETAIL Q DETAIL DETAIL RIDGE BEAM CO 1/2" PLT �W18x55 �1/2" PLT SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = i'-0" SCALE: 1 1/2" = 1'-0" 0 DETAIL w 00 J�SCALE: 1 1/2" = 1'-0" I.d... c. I 0 N ❑ (E) C10x20.5 FLITCH BEAM I __4x10 Cc H I . N I J co 1. 1 M , x CD LJ as La- I 0CD o I I �r - , I I N r a 1.. 3 M v CD Z f(E) 2x12 - 24"o/c RAFTERS' Z F V) 6x8DF #2 - . ( — W POST IN WALL U . 4x4 D ;2 POST . 7x1i.875 VL.2.0 3100 DF Q Q (/) c I ] . o I— O CO_I Et , I CNi W O C z cc ots CD �In11.88 (TYP) W In11.88 (T1P)- `, Pi N 4,/ tl Z J . ' 7 • Nam.. ..L •�' N.. " _ • 2 ,n -_ 2x12 DF #2 .� 2x12 DF #2 Writ m I N RAFTERS - 24"o/c 0 _ • 3 r_ I (2). 2x12 OF #2 + a .. J I- F O • fil _ ALL W(E) PIN PILES\ ,� ...._ 4 - I I �,(E) ROOF LINE MIO r N W18x55 ��(E) PIN PILES ROOF FRAMING NOTES:ell i N CC r O C O (2) 2x12 DF #2 4x4 DF #2 PAST - • - 7x11.875 VL.2.0 3100 DF A 6x8 DF #2 POSTIN wALL RAFTERS 2xi2 DF #2 - 24"o/c ROOF PITCH - 12/12 (FIELD VERIFY) z B _ITRUSS SPACING - 2'-0"o/c Q L r I__- , 2z12 DF #2 LEDGER o ROOF OVERHANG - TO MATCH EXISTING (TYP) Ci— ' W/ (4) LEDGER LOKS 0 EACH STUD o 1 SOFFITS: TO MATCH EXISTING UNLESS NOTED OTHERWISE C • 11-7/8" BCI 90 2.0 DF JOISTS - 16"o/c/f zROOFING NOTES: PROVIDE BLOCKING 0 BEARING & BRIDGING 8'-0"o/c PER MANUF. RECOMMENDATIONS. • �, REMOVE EXISTING ROOFING, INSPECT EXISTING ROOF (E) W14x53 I "6 - SHEATHING AND REPLACE AS REQUIRED. Q III • NEW ROOFING TO BE 29ga PAINTED L"L 4x4 DF #2 POST z 7x11.875 VL 2.0 3100 DF 6x8 DF #2 _ ATTIC ACCESS NOTE: f POST IN WALL I J PROVIDE MIN. 22X30 ACCESS PANEL. CONSTRUCT WITH Q 0 5/8" G.W.B. AND CAPPED WITH R-49 INSULATION. PROVIDE W 0 PLYWOOD BAFFLE AT EDGES OF ACCESS SHAFT TO DAM � O FLOOR FRAMING NOTES: ADJACENT CEILING INSULATION. PROVIDE MIN. 30" VERTICAL I� CLEARANCE ABOVE OPENING. —i SUB-FLOOR SHEATHING: LL 0 CS USE 3/4" T&G CDX OR OSB T&G STURDI FLOOR, GLUE AND SCREW (E) ROOF LINE----,,. Li ROOF SHEATHING: k 7 i6" OSB OR 1 2 CDX SHEATHING NAILED WITH 8d'S AT z AT 6" EDGES & 12" FIELD. INSTALL FACE GRAIN PERPENDICULAR TO o a SUPPORTS. 0 6" o/c AT SUPPORTED EDGES AND 8d'S AT 12" o/c AT W C o • INTERMEDIATE FRAMING MEMBERS. (UNBLOCKED). FACE L WARMBOARD FLOOR SHEATHING: o GRAIN PERPENDICULAR TO SUPPORTS. USE METAL "H" Q W GLUE AND SCREW PER MANUF. INSTALLATION REQUIREMENTS. c i I CLIPS AT UNSUPPORTED EDGES. Cr:TYPICAL FLOOR JOISTS U.N.O.: n . PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTERIOR 11-7/8" BCI 90 2.0 OF JOISTS - 16"o/c UNLESS NOTED OTHERWISE rn WALLS, INTERIOR SHEAR WALLS, HIP AND VALLEY LU LOCATIONS. LL W PROVIDE BLOCKING 0 BEARING & BRIDGING 0 8'-0"o/c PER MANUF. "1 RECOMMENDATIONS OVERLAY FRAMED AREAS SHALL BE BUILT UPON FRAMING 0a. LAYOUT SHOWN IS FOR SCHEMATIC DESIGN ONLY. MANUFACTURER in 4x10 DF #2 4x4 DF #2 POST WITH SHEATHING ALREADY ATTACHED. 3.5x11.875 VL 2.0 3100 DF SHALL PROVIDE TO THE CONTRACTOR ENGINEERED DESIGN TO BE �r ' PROVIDE SOLID BLOCKING BETWEEN THE BEARINGS OF HUC412 MAX-4-4 ^' SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO I F UC 2o EVERY RAFTER OR TRUSS AND A SIMPSON H3 CUP AT x ,_ FABRICATION AND INSTALLATION AS REQUIRED. I ‘ s JOB: 1426 a c 5.25x11.25 VI._ 2.0 3100 DF=m I QJ 10 DF #2 e EVERY MEMBER. — — ' I PROVIDE SOLID BLOCKING IN JOIST CAVITIES BENEATH ALL POST DWN: ALT LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO 2x12 DF #2 RAFTERS - 24 o/c PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH L3x3x1/4" LINTEL W/ FLOOR HOEDOWN LOCATIONS. THE BEARINGS OF ALL GIRDER TRUSS, ROOF BEAMS, AND F ' 1/2"0 LAG BOLT EACH \.NEW ROOF FLOOR BEAMS. DATE. /20/2015 $ STUD, 4" EMBED EQUAL 9'-0" EQUAL PROVIDE -JOIST BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING REMOVE LOW ROOF THIS AREA AS REQUIRED/ / REV. LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. MATCH (E) OVERHANG, SOFFIT & TRIM (TYP) 91 3 R i.ISTERED SHEET NO. PROVIDE TIMBERSTRAND RIMS OR EQUAL WHERE FLOOR JOISTS BEAR • 4 HITECT tak UPPER LEVEL FLOOR FRAMING PLAN AT EXTERIOR WALLS. z\__/ CONNECTORS: SIMPSON COMPANY OR EQ. �� R OOF FRAMING PLAN . .YLOR �� SCALE: 1/4" = 1'-0" 2 lir SCALE: 1/4" = 1'-0" STATE OF WASHINGTONA 3 • 72 `W E 1On 1 U U EXISTING ROOF W g L c C = N U ° 0 /� A' _I o I�EXISTING ROOF) r REMOVE ALL (E) ROOFING & REPLACE #1 CEDAR SHINGLES 1..� _I METAL ROOWNEW FING.00OLOR & SCEALED TTYLE TO 12 STENER TO MATCH EXISTING GI -g BE SELECTED 10 VERIFY NEW ROOF, MATCH EXISTING RAKE, SOFFIT 7 W . . . . . . & TRIM (TYP) L pp `11(I �! 00 N J 1 II 1 / u I u u u u 'W' I Q - -- -- - - 1 Cl I11111111111111IIII I IIIII I111111111 I1II IIIIIII W II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111111111111111 C1 1 I II 1 1 1 1 I 1 iiiiir1 I II Q co LACE IN NEW BRICK �1_J_L1_� �1_I_LJ L1_I_1_1_I_LJ _IJN N TO EXISTING (TYP) BRICK WAINSCOT TO MATCH EXISTING, BRICK SILL TO MATCH W I TIE TO WALL 0 16"o/c EA. WAY (TYP) EXISTING (TYP) CJJ N O N Ni x O w Q mei, o � — EXISTING BRICK WAINSCOT) d E iiii� (i) 3.5x11.25 PSL Fill I II II I I (1 1 1 1 1 1 I I I I I Z \ \� � EXISTINGL(TYP)MATCH I I O NEW MTL ROOFING E 2x12 - 24"o c U . \ ( ) / Z �� 11 W I . En <4 CONTRACTOR TO VERIFY SOUTH ELEVATION MIN INSUL VALUE R-25 CI W SCALE: 1/4" = 1'-0" Y-4x4 POST IN WALL .r C// a O .rrf W Q A. Z R-38 INSUL MIN . CC oy 2x6 #2 LEDGER 2x6 DF #2 - 24"o/c k� f� ALIGN W/ RAFTERS I' ( i 5/8" G.W.B. W Q // _ a CO U26 (TYP) �� /2z4 DF #2 - 16"o/c �� Q 5/8„ G.W.B. i/ � �/ '/ ,.. 5 O -1/2° G.W.B. MIN f "• .,W 0 /1 M)/ fi (E) 5.25x16 PSL TO 3E RHOVED ,r W - W O I- 1 EXISTING ROOF o REMOVE ALL (E) ROOFING & REPLACE CC N BATH-1 HALL W BEDRM — 2 mow/ NEW 29ga CONCEALED FASTENER 12 VERIFY Ainiiiiink 29ga CONCEALED FASTENER METAL 1/2" G.W.B. MIN J.. METAL ROOFING. COLOR & STYLE TO 1�► ������ ROOFING. COLOR & STYLE TO BE (E) 2x6 STUD WALLte BE SELECTED , ',:I,��' ,�'�r I1 ; r� SELECTED ! "I - NEW ROOF, MATCH snap I ���� �'1�■�'Ir `r NEW DORMER so I &ITRIMG(TYP)E, SOFFIT IRV� •ll�_� ��\�`����� ,�r:,��� I" ws 12 MP 4■11■tt1� r� 4��e1L '.■j■.� r .I atl�1TnIm1r� a� ■��I� �■n IN 12 s1� „t1�NAn SIC -aIlit VINI tja \ 1 Tr A III ■i ■1 L 1 ` 1 Amami r R-21 INSUL. MIN Q Alt - nth. ■ \�11INIIlr - \ 2x4 #2 BLOCKING (TYP) SOLID WARMBOARD-S Ail , ok 9M BLOCKING ►1 --�', III FLOOR JOISTS - 16"o/c .� EXISTING S. Il���. �I I 7 IA ITT11.88 (TYP) I -�(IE�I BRICK VENEER ! ROOF L 'BRICK F�1 WINDOW 6-0x5-0 I o o Z ,i6 ?SZS8ZS�S�S 88888l�ZS�S8lSS8 �S888888888 MlSZS�S888�S�S�SZS8�S�S�S(S�S�SCS(S �ill.. z = 0 - - --- ' 1 T1 I I L- 11 11 1 H I 1 1 I 11 I I I I 1 1 11 I— R-30 INSULATION o o � 0 2x12 #2 LEDGER WI (4) (E) W16x45 5/8" G.W.B. LlLT_LrIl4A �i_I€�41C�1lIC�TIEl 1 1,-- 1T,F_li�l .v♦.-�R1rkl-mod RBOR cI z W _ CD LEDGER LOKS EA. STUD i� r _ TTTf'�'➢—T-T_ 1—F-'T _ TOP OF FLOOR O E W18x55 BEYOND 5/8" G.W.B \ 1 I I I 1 1 \ CD I I I I I I J I 1 T 1 ' I 1 1 I 1 1 1 1 11 l l l l l l l OI l 1 mt' 1- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 z DEMI illl 1 111111111111111 CEILING DBL TOP PLATE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1' A I I l l l l l l �I I I I I 114 0 (E) 2x6 STUD WALLFoe~ ti LINTEL w ---\- J AV R-21 INSUL. MIN _ w CCD111 co o \ LJ IX o -H RECREATION RM 2x OF #2 STUDS - 16"o/c g 0 C co = , 0- I w ti,. 1/2" G.W.B. (U.N.O.) m W jib 'CO j '-' \ \TOP OF SLAB X ` e INSUL. ALL WALLS w WEST ELEVATION JOB: 1426 Ati (E) 6" CONC SLAB ►i .� SCALE: 1/4" = i'-0" / DWN: ALT \ DATE: 1 f 20/2015 FLOOR 0 2x BTM PLATE, (PT 0 GONG) 91 3 REV. \ '_" RE/ HITECT RED SHEET NO. TYPICAL BUIDLING SECTION • SCALE: 1/2" = 1'-0" YLOR A 4 STATE OF WASHINGTON