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HomeMy WebLinkAboutPermit File 3717 R Avenue (2) t Y O''` Cityof Anacortes Permit#: BLD-2013-0313 904 6th Street Issue date: 07/22/2013 P.O.Box 547 Expire date: 01/18/2015 1 ;" Anacortes, WA 98221-0547 ,4, ec-w C c (360) 293-1901 Job Address: 3717 RAVE Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-3499 Project: APN: P56661 Remarks: New garage per plans Owner: DON GLICKMAN Contractor: Address: 3717 RAVE Address: ANACORTES WA 98221-3499 Phone: (360)982-2040 Phone: License#: General Information: Fees: Building Valuation 16000 Building Permit Fee 265.25 Plan Review Fee 172.41 State Building Code Fee 4.50 Total Calculated: 442.16 Deposits/Receipts: 0.00 Total Due: 442.16 f••.1 1-,• CIl i1 C�'r -rI rL I,ir r_ r=i THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF` 2 CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. r.- '-`a HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL c 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. r SIGNATURE OF OWNER OR AUTHORIZED AGENT IS B ___ tie • lA . cif �,-.T 7� I,Ur SVC .U� SINGLE FAMILY RESIDENTIAL PERMIT APPLICATION City of AfacOrtet Building Department P, ty Box 647 Anaemic WA 98221-Street Address:904 6t'Street . €&imtic MCI 293-1901 Fax: (360)293-1938 SITE ADDRESS: 3717 R Avenue, Anacortes,WA 98221 d:0NT1 A.' t . VI,Ap'rlieant PROJECT DESCRIPTION '` Donald H..Glickman rot (9 l'ADMel 3717 R Avenue Garage, 22' x 28' xlsiV Standard. t<ii;ress.c,:t�} ttl��Anacortes, WA 98221 _ frame construction with truss pack, Pha N 360-982-20$Q home. - , shingle roof, Hardi-Board siding to 360-333-7964 cell match house. :Slats Licrowk ---- Exit - f PARC-t-NUMB R. /''� /J ��,/��'\ ,City of AxmooIfG.S IlastllC.vt�,ifiElF :t:9�4'e$ r3 NO ' 5 l9 (01/3i !5-©i 3-Q i 6-(XX Co PROPERTY OWNER WAppiir amt LEG AI DESCRIPTION I Lots 11 & 12, Block 13, Beale's Maple-Grove Nam Addition to the City of Anacortes, as per plat -- Same as above - Vol. 2, pg.19, Skagit County, Washington Ammo $14,000 - $16,000 !'it(t VAX NoroI tr of Ehyclling.UnEk t?-Mail At!{l glickwak@comCast.net Nunbcrot'St+gies . Buitdilts,iota! El Arehated r2. k1aigatocr Q Vngine, Applicint I"Flour, _ Li r`t Rom. 0, No Same as above 3.8 moor ,Y,.,.` s.f. Bast/non ±.E Address • ia[Rg s.f. C`.atpott s.£. • Cityi3t sip._ __ . ; , Dixk :af. Cot Atza s,F; filaaa.1 VAX E-nail Address CONTACT Applitant 1 <'N.OER Same as above Istamiti utivni t sTOE .ovromKaPROIE dt itS5,0110 ?4�t17 z„. YNVAL17ATtt)W PER lt.Cty. Ailctrc35 N:lJ c /Sta# 3dilw.,.r - Phiuto.._. 7 City}StatedrZip . .... h-rtttii Attdt g Pltone iin. i ii _... :'•.=5•-� . ..... .... .. _a_.._ ..-.}-.m•Ot4'F.: .� . -`a•a.-.--e--+-.•.=.a.a aaaa 4 a.a... a • _ lr• , -"gH•, • • .. , • • ate : , I- ..,jr-{ r = _ __S:-3.+aK__ �_nr ) __r }te , Y • 9 i! V 1 ' ' i "C ;" r 1 1 I • j I a.� ' II C /• ••1 0 /��sy� ,� �(�,i; / - \ .t\ • P t` i' • i ea ) �� Al . • . .. __ _ _ at.saismittuote, ___ _ _i . ,, 1___ ___ __ • . • ♦; • Attegv r••— tspp .', v111 I )i, i i • . „ I I \ I 1 • 11 i r . I "r...•. : _....._r-_rrr--_....r e..r_.•_. .r_.ur._•_.�.w._._.—_. u.0�._._.w. • .•—• __..w ___ n r_._. ._.. ... . n . • .0 • .•... - • • f _. •". .. •. • - V. .. .. . ... . ..— .. • . . _ •.._ _ ..... . ... • .. _...,•_—• r—� w__n.�-_._.__..✓rr-_ - ...r.r. ._. __ 4$4 1 r le te i a . (8 41 1 . icitsc,.. i fie CO i • • c . , 7 't • /) 1 t • • • . ,t��~ — ..,, . .. •.�. . .. . .._ .. . i' •- w �r l• fir +! .. .' +` _ - _ __ I 1 _ . . _'•`.�.=.`+_"•:"....:,�' .• ... ode 1 1/17 i . tIP‘ • il . 1 k . it. . • . 4.,,i. — 7 ▪., ,.( II . 1 A ~ . , ...\\\ i , ...... • • l 3 a, $I - 4 • ff f' F '/` ®d i ,F 1 U V -milt ' • I, .• 1 t •1 ..•... r.. f N . .::1....•...... _... ,....„ . w•. _ \.}al1:.c.,„...... •...._ ...- — . ` ‘t 0 �q� I j b I 1 `J � _ j II tIl -\1 4 "- g I• �4 • w ���, ,�ns.[vu<vTl I j. / / ir ; I IT i 71 _ a „ 5.i tri: • • , • .61�•o• G .• <Y1.CtT M• •-rlii a 0 w Pm- .? O. a b s. G1 • 9 W ` I .w_ _. 1 • \'.�.,'r ♦ . 1 IT L. i . 1 ti•. ddd� S' o'a fi ' _ . I • i !!{F tC ` a4q b 0 . 1'F pp ' ' !I:1 i• r �� �I 1 1 ?t P. , \\� lijit a , , I I • - t I ; ,lob Truss Truss Type Qty Ply BB306239 T02 Common Truss 13 1 Job Reference(optional) Tri-County Truss,Burlington,WA,98233 7.350 s Jul 31 2012 MiTek Industries,Inc. Thu Jul 11 09 20:09 2013 Page 1 ID:pLula2gGsgFgjpsydPYJ6?z5IpJ-HgvBrhlh_J7UkSjvRFbxLM5maUTjuViH6tc5ymyz9F4 -1-6-0 5-10-14 11-0-0 16-1-2 22-0-0 _ 23-6-0 i 1-6-0 i 5-10-14 i 5-1-2 I 5-1-2 i 5-10-14 11-6-0 l Scale=1:39.7 4x4 = 4 4.00112 1.5x4 3 1.5x4 �i 1-111 5 (7) 2 T � 6 1 �, 2 a 1 — B1 DJ 62 7 IM — 10 s e 3x4 = 3x4 = 3x4 = 3x4 - 3x4 = 7-7-4 I __ 14-4-12 22-0-0 7-7-4 6-9-8 7-7-4 i Plate Offsets (X,Y): [2:0-1-14,Edgej, [6:0-1-14,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.34 Vert(LL) -0.13 8-10 >999 240 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.53 Vert(TL) -0.27 2-10 >959 180 BOLL 0.0 * Rep Stress Ina YES WB 0.18 Horz(TL) 0.07 6 n/a n/a BCDL 7.0 Code IRC2009/TP12007 (Matrix) Weight: 76 lb FT= 10% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=976/0-5-8 (min.0-1-10),6=976/0-5-8 (min. 0-1-10) Max Horz2=-24(LC 5) Max Uplift2=-79(LC 7),6=-79(LC 7) FORCES (Ib)-Max. Comp./Max.Ten. -All forces 250(Ib)or less except when shown I TOP CHORD 2-3=-2000/102, 3-4=-1731/83,4-5=-1731/83, 5-6=-2000/102 BOT CHORD 2-10=-53/1833, 9-10=-3/1243, 8-9=-3/1243, 6-8=-53/1833 WEBS 4-8=0/525, 5-8=-383/79, 4-10=0/525, 3-10=-383/79 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft;eave=4ft; Cat. II; Exp B; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply — BB306239 TO1 Common Truss 2 1 Job Reference(optional) Tri-County Truss,Burlington,WA,98233 7.350 s Jul 31 2012 MiTek Industries,Inc Thu Jul 11 09:20:07 2013 Page 1 ID.pLula2g GsgFgjpsydPYJ6?z5IpJ-LInQQ?jRShtmV8ZXJgZTGx0TDgu9QdF?ea7_tuyz9F6 -1-6-0 11-0-0 22-0-0 23-6-0 1-6-0 I 11-0-0 I 11-0-0 1-6--00 Scale=1:39.7 4x4 = 8 9 10 4.00 12 7 11 in 6 12 5 13 4 T T 14 _� 3 T 15 c� T T T T T Ti T4 T3 T T 16 tn a 4-1 2 d B1 62 171c%> 3x4 = 31 30 29 28 27 262524 23 22 21 20 19 18 3x4 = 3x4 — 22-0-0 22-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 17 n/r 120 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.08 Vert(TL) 0.00 16-17 n/r 90 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 16 n/a n/a BCDL 7.0 Code IRC2009/TPI2007 (Matrix) Weight: 97 lb FT= 10% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 22-0-0. (lb)- Max Horz 2=-24(LC 5) Max Uplift All uplift 100 lb or less at joint(s)2, 25, 18, 19, 21, 22, 23, 31, 30, 29, 28, 27, 16 Max Gray All reactions 250 lb or less at joint(s)25, 19, 21, 22, 23, 24, 30, 29,28, 27, 26 except 2=254(LC 1), 18=297(LC 12), 31=297(LC 11), 16=254(LC 1) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250(Ib)or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2, 25, 18, 19, 21,22, 23, 31, 30, 29, 28, 27, 16. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ..�e: s�a9„7o:, I I,-1�.—it L,.1 1. . I. .. . • HardiePlank' lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c.or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements.irregularities in framing and sheathing can mirror through the finished application. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at mum lamehardie.coin • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWral?Weather Barrier, a non-woven non-perforated housewrap1, which complies with building code requirements, • When installing James Hardie products all clearance details in figs, 3,4,5,6,7,8,&9 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6"in the first 10'. Figure 1 Double Wall Single Wail • Do not use HardiePlank lap siding in fascia or trim applications. Construction Construction i • Do not install James Hardie products,such that they may remain in contact with standing water. water-resistive barrier let-in bracing • HardiePlank lap siding may be Installed on flat vertical wall applications only, / plywood or 24'o.c,max. I • For larger projects, Including commercial and multi-family projects,where the span of the OSB sheathing �------ wall is significant in length,the designer and/or architect should take into consideration the .�-_r ' , coefficient of thermal expansion and moisture movement of the product in their design, r�� -�_._-._ .. -- These values values can be found In the Technical Bulletin"Expansion Characteristics of James !i,l , �"` 1 1 Hardie Siding Products"at 'vww,JamesHardie.com. r • DO NOT use stain on James Hardie° products. Nw�`� 011' i //0 • 1 Figure 2 Nail line(If nail ..;''`-�,:�..� t `y}' } ' line is not ` i l V. lysE.} �-+a6:'i ' _„ stud I'� /0) I JOINT TREATMENT •,,:r± / present place 1 _ fastener � " • Joint flashing behind field butt joints is --�-- G between 3/4" \ required for ColorPlus and recommended Water [ _ 7`'� &1"from top .` -� ° 1 for primed products. rsalstry I~� i,. ti�..s r. n of plank) bert�w r. 1.r' • DO NOT Caulk field butt joints on �,,t;� t pear I - v ColorPlus siding.* y �� �' O o o water-resistive . • it is Olt to Caulk field butt joints on flasrhing fli barrier James Hardie primed siding,products o a "°, that is to be field painted.** Hard;e'oti ey ° \ o o fastener • DO caulk where HardiePlanke meets ard;.i'l2ni:. acing o _p�-. e Q strip j vertical trim, °" o a ensure a consistent prank angle • install planks in n q' n P g *Note;Caulking at field butt joints is not moderate contact at butt joints j+ ° recommended for ColorPlus for aesthetic reasons as the _ . leave appropriate gap between planks and trim,then cauk. caulking and ColorPlus vvill weather differently.For the same reason,do not caulk nail heads on ColorPlus products, "Note:Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus,'*"Refer to(Awning section in these instructions, I 'For additional information on HardieWrap° Weather Barrier,consult James Hardie at 1-865-4Hardie or www.hardiewrap.com 1 WARNING:AVOID BREATHING SILICA DUST James Hardiegproducts contain respirable crystalline silica,which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis,and has been linked with other diseases. Some studies suggest smoking may increase these risks, During installation or handling:(I)work in outdoor areas with ample ventilation;(2)use fiber cement shears for cutting or,where not feasible use a HardieElad r"'say: blade and dust-reducing circular saw attactted to a HEPA vacuum;(3)warn others In the immediate area;(4)wear a properly-fitted,NIOSH-approved dust mask or respirator(e.g.N-95)in accordance with iI applicable government regutattorts and manufar,urer instructions to further limit respirable silica exposures. During clean-up,use HEPA vacuums or wet cleanup methods-never dry sweep. For further information,refer to our installation instructions and Material.Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE(1-800-942-7343). FAILURE TO ADHERE TO OUR i l07v.DR1Ir{GC eacnc Ar M MICTAI s tiny traCTos irTtSEWMc 3A I er.nn- ecorn,s..ococnn:r.s in,n I V no rtcA ru rincrolc