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Home My WebLink About1133 Olympus Ave - Technical TECHNICAL Permit Oct- 10'31 Address n p 145 rive/ Project description I sf Eiarujo Date the permit was finaled NIS expired 4•zii2 Number of technical pages 45 i 4- 4 I ile, c '1 0 yt. -2 i' VI fl, e .1 v? t i 6.- .H, e/r ;r 0 ;:r a I 0 7 ..55 1 I 1 e 3"--e v b.-t2 7- w i r I 1 1 1 1 wi q g 3 2,_ 1 c 1 ..el A-0 V t t X5 7._ G.,,,t_,,,..,;! vt, 1 1 6 e.'_• a v -e... 1 e r, a 5 ti'Vre ear i i 1 -7e 1 ii //ILI of IN tile4-44 r G? ver IN A 70 85 i 1.-) 7 8 i qi e,...c- FIE b r._ 6 ve_ I,t,, t 7 Ne ...r -e -e ae• l ":7 .4 ee: P 1 I t If 0 w, sr t v A- 147 4 be titiA. 9e is i 1 .3,.- c)---en- 8 1 1 c A. 7 C 4, i I 1 *2 _4 I I 3.1 0NALS‘' i 1 I i 0 f i I I I ir e a e- k 'e? ze)0 A KJ pr.? 4"7 144. C „/„c y c. ■Z d V et ft 0 rd 3 75 I i• ce 5- WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorks® Shearwalls 8.11 09035Lat Oct. 2, 2009 15:39:28 Project Information COMPANY AND PROJECT INFORMATION Company Project Gene Unger Engineering INC. Robert Wheeler 1401 W. 7th Street 1133 Olympus St. Port Angeles, WA 98363 Port Angeles, WA 98362 360 452 -2098 DESIGN SETTINGS Design Code Wind Standard Seismic Standard IBC 2006 ASCE 7 05 All heights ASCE 7 05 Wind Capacity Increase Load Combinations Building Code Capacity Reduction Shear C &C Panels 0.70 Seismic Wind Seismic 1.40 1.60 1.00 Wind 1.00 1.00 Nail Withdrawal Modification Max Shearwall Offset [ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 1.60 T< =100F >19% >19% 0.50 Maximum Height -to -width Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 2.0 1.5 Shearwall Relative Rigidity: Designed capacity using flexible distribution Hold down Forces: Based on applied shearline force Seismic Materials: Ignore non -wood contribution Case 2 rigid diaphragm Toad distribution: 75% loads, torsional moment SITE INFORMATION IBC Occupancy ASCE 7 Equivalent Category II All others Category II All others Wind Seismic ASCE 7 05 General analytic method for all bldgs ASCE 7 05 Equivalent lateral force procedure Design Wind Speed 100mph Structure Type Regular Exposure Exposure C Design Category D Enclosure Enclosed Site Class ID Topographic Information [ft] Spectral Response Acceleration Shape Height Length S1: 0.500g Ss:1.250g Fundamental Period E -W N -S Site Location: T Used 0.160s 0.160s Approximate Ta 0.160s 0.160s Maximum T 0.192s 0.192s Response Factor R 2.50 2.50 Fa: 1.00 Fv: 1.50 1 WoodWorks® Shearwalls 09035Lat Oct. 2, 2009 15:39:28 Alf r-- Structural Data STORY INFORMATION Story Floor /Ceiling Wall Elev [ft] Depth [in] Height [ft] Ceiling 22.00 0.0 Level1 6.00 0.0 16.00 Foundation 6.00 BLOCK and ROOF INFORMATION Block Roof Panels Dimensions [ft] Face Type Slope Overhang [ft] Garage 1 Story E -W Ridge Location X,Y 0.00 0.00 North Side 26.6 2.00 Extent X,Y 52.00 30.00 South Side 26.6 2.00 Ridge Y Location, Offset 15.00 0.00 East Gable 90.0 2.00 Ridge Elevation, Height 29.51 7.51 West Gable 90.0 2.00 2 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN 57/ 09035Lat.wsw WoodWorks® Shearwalls 8.11 Oct. 2, 2009 15:39:24 Level 1 of 1 45! 160.2 r .r r r r r r r' r r r- r.r r r.r r r r r r 89.9.. 39.9.......... 40! 3! C &G26.5/32.7 7 0SO 3446 B -1 n o of 25' v N N N 20! co 4- 6N c vv 1U.. 0 ojy of 0 Ca 1 U U 10! N 0 5, N.1), r l 3446 Al 1 �g C C26.5/32.7 0 0' 15.3 15.3 119.7 -15' =20! -10' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' Factored shearline force (Ibs) t t t t Unfactored applied shear load (pif) Factored holddown force (lbs) 03 Unfactored dead load (plf,lbs) C Compression force exists C)-C) Uplift wind load (plf 1 Vertical element required —II Applied point load or discontinuous shearline force (lbs) Loads Shown: W; Forces: W 0.6D. WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN .7..:( 09035Lat.wsw WoodWorksO Shearwalls 8.11 Oct. 2, 2009 15:39:24 Level 1 of 1 35 co„,,,..........._.j...m._ m r g 0 30' s u 0 7 L! t 0 s 25 vr 1 i Cn °A 2', 2 ti Tr 20 1 r :1 .1.-- h- p. 0 15 1 10 a) o i g •:1- r f NI- i 5' co i (0 t r) cs P A. A N._ 0' L 7,5176 1 76 co motto 113. I i 1 i I I I 1 I I 1 1 11 1 I I 11 I 1 1 H 1 1 1 1 1 1 226.7 -10 i -5 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' Factored shearline force (Ibs) I t I Unfactored applied shear load (plf) Factored holddown force (Ibs) CE)–(S) Unfactored dead load (plf,lbs) C Compression force exists —II Applied point load or discontinuous shearline force (Ibs) Vertical element required Loads Shown: Qe; Forces: 0.7E 0.6D; E pQe 0.2 Sds D; p(NS) 1.0; p(EW) 1.0; Sds 0.83. i j..... 1 e c-4 ,te...,.,1, ,...e• ir IP ,4 /4 1 i a 'D 7 i i' 1 i trti.ct if e 2 re e_ /-epTirt if L--. (/o/ c) 1 5 D 7 1,/ ce (O 0 l r A? ee ei 9 250 CD C) 1 11 i,,,it II 1 1 11 1 1 Iii- i I i ik 11 1 o ki p 1 1 i 0 J 1 1 i 'I 1 C) /1( Lateral Panel Plywood or OSB Shear Walls (2006 IBC) 0 Maximum Lateral 230 PLF 7/16 OSB (PS2) or CD Plywood (PS1) W/ unblocked diaphragms W /8d common nails at 6" o.c. edges and 12" o.c. field W/ %2 "x10" A.B. 32" o.c. with code washers W/ no special hold downs at wall panel ends. 2O Maximum Lateral 255 PLF 7/16 OSB (PS2) or CD Plywood (PS1) W/ all edges blocked W /8d common nails at 6" o.c. edges and 12" o.c. field W/ %2 "x10" A.B. 32" o.c. with code washers W/ no special hold downs at wall panel ends. U Maximum Lateral 1000 PLF 7/16 OSB (PS2) or CD Plywood (PS1) both sides W/ all edges blocked W /8d common nails at 2.5" o.c. edges staggered and 12" o.c. field W/ 3x framing or double studs laminated with 10d nails at 2.5" o.c. staggered at panel edges Including foundation plate W/ 3/4 "x12 A.B. 18" o.c. with code washers W/ 8000 lb. 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