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HomeMy WebLinkAbout1021 W 5th St Technical - BuildingTECHNICAL Permit i to Address I 02_1 \A! 5th Si Project description E'- -tole o- dec boAtrooni alk brAlfvreyorY) Date the permit was finaled Number of technical pages Lin 461 /et 'z.9 v e? p- /oo 411 6 M) may 70 141 o f b J am I W, 5 -71/ 7 -5 ,'2? WA- ;43 ro /t r eel': •f). .o.ur t 7- 3 "f" b 4 ye- k 40 b e v f 3I A oe J'O el Slii P Art y -eles; 4 4 9 g 3 60 C /N&' 'l® /vas3 (S st getre_. t GE 114.-fCY %y( ,C..e f /'a r 4 ere ite,A,, 0/ 78 3o_3 360- ��z- A 0 F/( �7 ged vii f) 2 r 2--o e m j Cdr` v ��fp v p. V s t d f I r/ 1,04(e-cc c Yr 10053Lat COMPANY AND PROJECT INFORMATION I Company Gene Unger Engineering LLC 1401 W 7th Street Port Angeles WA 98363 360 452 2098 DESIGN SETTINGS Design Code IBC 2006 Duration Factor 1 60 WoodWorks® Shearwalls Wind Capacity Increase Load Combinations Shear C &C Panels 0 70 Seismic 1 40 1 60 1 00 Wind Nail Withdrawal Modification Temperature Moisture Content Range Fabrication Service T< =100F >19% >19% Plywood Wind Seismic 3 5 3 5 SITE INFORMATION IBC Occupancy Category II All others Wind ASCE 7 05 General analytic method for all bldgs Design Wind Speed Exposure Enclosure Shearwall Relative Rigidity* Hold -down Forces: Seismic Materials: Case 2 rigid diaphragm load distribution. 100mph Exposure D Partly Enclosed Topographic Information [ft] Shape Height Site Location Wood Works® Shearwalls 8.11 Project Information I Project Tom BArbara Pelett 1021 W 5th St Port Angeles WA 98363 417 5589 Wind Standard ASCE 7 05 All heights Maximum Height -to -width Ratio Fiberboard Lumber Wind Seismic Designed capacity using flexible distribution Based on applied shearline force Ignore non 75% loads Length wood contribution torsional moment 1 Structure Type Design Category Site Class SOFTWARE FOR WOOD DESIGN Regular D D Nov 29, 2010 16.40 Seismic Standard ASCE 7 05 Building Code Capacity Reduction Wind Seismic 1 00 1 00 Max Shearwall Offset [ft] Plan Elevation (within story) (between stories) 4 00 0 42 Gypsum Blocked Unblocked 2 0 1 5 ASCE 7 Equivalent Category II All others Seismic ASCE 7 05 Equivalent lateral force procedure Spectral Response Acceleration S1 0 500g Ss: 1 250g Fundamental Period E -W T Used 0 241s Approximate Ta 0 241s Maximum T 0 290s I Response Factor R 2 50 Fa. 1 00 Fv• 1 50 N -S O 241s O 241s O 290s 2 50 WoodWorks® Shearwalls 10053Lat Nov 29, 2010 16.40 BLOCK and ROOF INFORMATION Structural Data STORY INFORMATION Story Floor /Ceiling Wall Elev [ft] Depth [in] Height [ft] Ceiling 30 50 0 0 Level3 22 50 10 0 8 00 Level2 13 67 10 0 8 00 Level 2 83 10 0 10 00 Foundation 2 00 Block Roof Panels Dimensionsi,ft1 Face Type Slope Overhang [ft] Block 1 3 Story E -W Ridge Location X,Y 0 00 0 00 North Side 18 4 2 00 Extent X,Y 50 00 32 00 South Side 18 4 2 00 Ridge Y Location, Offset 16 00 0 00 East Gable 90 0 2 00 Ridge Elevation, Height 35 82 5 32 West Gable 90 0 2 00 2 10053Lat.wsw Lever 1' of 3 to O to WoodWorks® Shearwalls r, ..5ro 9.985. O n k fr85 10' 5' 0' 5' Factored shearline force (Ibs) Factored holddown force (Ibs) C Compression force exists Vertical element required Loads Shown. W Forces. W 0.6D WoodWorks® Shearwalls 8.11 107.5 C &C42.5/50.2 B -1 N Lh co 0) rn co 1.4 I A -1 iC C 42.5 50.2 150 5 SOFTWARE FOR WOOD DESIGN 5 7 7 7 ZS ti r t t t t Unfactored applied shear load (plf) f Unfactored dead load plf,lbs) 0-O Uplift wind load (plf,lbs) --B Applied.point load or discontinuous shearline force (Ibs) i to U ces U Nov 29, 2010 16.37.47 l') oo 1 D' 15' 2b' 25' 30' 35' 40' 45' 50' 55' 60' 65' 50' 45' 40' 35' 30' 25' 20' 15' 10' 5' 5' 10' 15' -20' 10053Lat.wsw WoodWorks® Shearwalls 8.11 Level 1 of 3 10' WoodWorks® Shearwalls M N CO O �v co 6' W p b 5 72 279 3 hA 316 12279 Factored shearline force (Ibs) I.S Unfactored applied shear load (plf) Factored holddown force (Ibs) 0-0 Unfactored dead load (plf,lbs) C Compression force exists I 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. SOFTWARE FOR WOOD DESIGN `4�Z7 U) 0 Ncb q 0 Nov 29, 2010 16:37 47 35' 30' I 25' 20' 15' 5' 0' 316 C'527 4 1.f ;-1.411__ t 1.f_ ;.11.1.4.1; U :;._.I t_ t1 1 -5' 914 1 ;0' 5' 0' 10' 15' 20' 25' 30' 35' 40' 45' 50' 10' 15' 10053Lat.wsw Level 2 '3 N 4 r I WoodWorks® Shearwalls ,k 6243 10' 5' 0' 5' Factored shearline force (lbs) Factored holddown force (Ibs) C Compression force exists Vertical element required Loads Shown: W Forces: W 0.6D WoodWorks® Shearwalls 8.11 96.6 r C C42.5/50.2 B -1 N m i A -1 1. IC C 42.5 50.2 144.2 SOFTWARE FOR WOOD DESIGN 2.7 �r. t f t f Unfactored applied shear load (plf) 0--0 Unfactored dead load (plf,lbs) 0 Uplift wind load plf,lbs) —II Applied point load or discontinuous shearline force (Ibs) IU U Nov 29, 2010 16:37:47 50' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 45' 40' 35' 30' 25' 20' 15' 10' 5' 0' 5' 10' 15' 20' Level 2 of 3 WoodWorks® Shearwalls 10053Lat.wsw WoodWorks® Shearwalls 8.11 r, nimisminameavassilmiampm 0089 n 1� A- 110089 510 SOFTWARE FOR WOOD DESIGN j Factored shearline force (Ibs) I I I Unfactored applied shear load (plf) Factored holddown force (Ibs) 0 Unfactored dead load (plf,lbs) C Compression force exists ----{I 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. Nov 29, 2010 16:37 35' 30' 510 -'850 1;0' 5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 25' 20' 15' 10' 5' 0' -5' 159 3 C 10' 15' 10053Lat.wsw LeVef a of 3 WoodWorks® Shearwalls 78.$ to La V U czl U 10' 5' 0' 0 C') Factored shearline Factored holddown C Compression force Vertical element re Loads Shown: W Forces: r. 0 6, 2738. I to nic; 2738 v WoodWorks@ Shearwalls 8.11 122.3 C &C42.5/50.2 B -1 0 co I =1 A -1 C &C42.5/50.2 SOFTWARE FOR WOOD DESIGN %..7 0 M i" force (Ibs) ft t f Unfactored applied shear load (plf) force (Ibs) 0 Unfactored dead load (plf,lbs) exists 0 Uplift wind load (plf,lbs) quired Applied point load or discontinuous shearline force (Ibs) W +0.6D 8.6 0 1 1 3 11 iiiitiiiP6 44.8 iit Nov 29, 2010 16:37.47 50' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 45' 40' 35' 30' 25' 20' 15' 10' 5' 0' 5' 10' 15' -20' 10053Lat.wsw WoodWorks® Shearwalls 8.11 Level 3 of 3 NI ICI WoodWorks® Shearwalls rr. 168. 2952 SOFTWARE FOR WOOD DESIGN 1 6348 355 vita 359 Nov 29, 2010 16:37 35' 30' 1 5 10' 5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' Factored shearline force (Ibs) It S Unfactored applied shear load (plf) Factored holddown force (Ibs) x—® Unfactored dead load (plf,lbs) C Compression force exists Applied point load or discontinuous shearline force (Ibs) III 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. 16 8.1 25' 20' 15' 10' 5' 0' -5' 10' 15' Z/.4 .0/ h ".e /e17 2 3 r° F✓®vr Mt /ore_ e fe419 R (2b fe- (1f.) 1, 48 zh L'fl/ 1; 6 3fg y6 /3 z,G e 6 z y 2- Z. /ls Y6 ZS l6 3 J /9 b 903 V 2 q /4'/ `/D /D D ,a A /o 2e l3 v.g9 31/7 f I l/ g 2_ 3r 0 9.1 7 V 0 A 72-27? Col4ev'c 1 i2 7-7 ce etc vet& 5'770 Coyle v'-e?`G 3 9iff. 21 5 z 0 3 3 76 l Y A d V cp 5 )uwi Atit (It I Jo. et/ ,4--zw /7 y7 /f we 1/ 7 c.t e se e 1 s O O D Lateral Panel Plywood or OSB Shear Walls (2009 IBC) [Continuity must be created from foundation to lateral panels] 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 /'h "x10" A.B 32" o c with code washers W/ no special hold downs at wall panel ends p2 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/ W'x10 A.B 32" o c with code washers W/ no special hold downs at wall panel ends 03 Maximum Lateral 340 PLF 7/16 OSB (PS2) or CD Plywood (PS1) W/ all edges blocked W /8d common nails at 4" o c. edges and 12" o c field W "x10" A.B 24 o c with code washers W/ 2720 lb Hold down near wall panel ends 03 HDU2 -SDS2 5 w/ SSTB14 Anchor 5" minimum end distance Or STHD10 1 5 in from corner or more 0 Maximum Lateral 600 PLF 7/16 OSB (PS2) or CD Plywood (PS1) 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/ 1 /2'x12 A.B 12' o c with code washers Or 5/8'x12 A.B 24 o c with code washers W/ 4600 lb Hold down near wall panel ends 4 HDU5 -SDS2 5 w/ SSTB20 Anchor 5" minimum end distance Or STHD14 3 5 in from corner or more 0 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 10053Lp 1 lz 7 W/ 3/4'x12 A.B 18' o c. with code washers W/ 8000 lb Hold down near wall panel ends 05 HDU8 -SDS2 5 w/ SSTB28 Anchor 5" minimum end distance 0 Maximum Lateral 1300 PLF 7/16 OSB (PS2) or CD Plywood (PS1) both sides W/ all edges blocked W /10d 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' o c. staggered at panel edges Including foundation plate W/ 3/4 "x12 A.B 14" o c with code washers W/ 10400 lb Hold down near wall panel ends 6 HDU11 Attached to 4x6 wall stud w/ 1" Special Design Anchor Or HD14A attached to 4x6 wall stud w/ 1" Special design anchor Maximum Lateral 1740 PLF 5/8 OSB (PS2) or CD Plywood (PS1) both sides W/ all edges blocked W /10d common nails at 2" o c. edges staggered and 12" o c. field W/ 3x framing or double studs laminated with 10d nails at 2" o c. staggered at panel edges Including foundation plate W/ 3/4'x12 A.B 9" o c with code washers 13120 lb Hold down near wall panel ends 7 HHDQ14 -SDS2 5 Attached to 6x6 wall stud w/ 1 -1/4" Special Design Anchor 10053Lp 2 11 I d> id 044 7r J6 f- 1/71 Ocz/ 65 l 8 /7 1/4- vG o /eT Z�A a.A2 A a G k -Z) 49ieryt /b IF 2 1,0 PE Oetz ;t v J 1 J 13Y 1 1 7 GL2 5 y p> yr fe r bore, ,egie. fi 371-2- 4L/5-» )r 5,01, r l (i f C 7 I P 6 12 o Y4.eio %GG3 x- <lpVt' uy� H&1I53,75 A.1' 59 1'l f p I Q! Z L� fP 1, f 2) ..�/tZ. 170"/ f v' l6oe S cr�.<.�v3 tr I 'OrG Stt9 e? r 1r Y' 3 4 5)/ 1.VI- 'E 2 Z 4 41 f7 1-4 ei OA g ig -11 �rA Y i/1 J Pry J O kl a 44210-01 i l Illy 1,)3 3 d 'Cleo fib j O Of) 16 0 flf 4- off No ofr ,M Ord 04=0'7 J V 5 d o k f 9 1-J0 Z i X if -9\ 111-4-et PIA/ 1 -Z( 5 d s .7a q( ©o ff v 4 gf�'� yid 0k =11 folf \v/- .07> Q y err 1 1 p a vi n�rN a vo---rq 9 x14 E 01 1,>"/U OS/ j sr4 b A-a yo 1 gd �N ...p a( NSA 5 a I 2,7 4t it V' J1 9 x d 41 al YV 7at NEU LANDN2 U LAO* G TO GE FLUE41 W TOP OF MIER PORT= CF FOG Cala LAMM F -41 MG. LANDO* EXTG CAC. STAIRS FELOCATE gam TO ROR114 t t. MATCH EXTG CCM. 21 11 STANG TE+ RISERS) 110-Y W-r VERFT EK1511t6 74* t1, ivt•CA• tr e0 I 1 RELOCATED 6050 fl NEW SEAR 1141.1 i 1§ i DM SEAR MU. TO REIM e1OvE EXT6 WALL7 WHOM 1 L C" FLOOR AGO* L C Y i I e'CrG A714 EXTG 'UAW „4 EXTG BEDROOM EXTG 3040 I I I I 28,28 I r SAO' VERFT EXISTM /X(L VF 44 2 6050 EX% bC69 I I N. _J la% Exra•A ENTR"q "N■ sr-cr OJT 1:141X EXTG METAL RAU* AND ADDrODITY TO PM W:11 COT. 4 riATC44 EXIG .c /A z CUT GACK 1OCTG TEnSRANE PECK SUFFACE SFRCERT 70 ALLC01 NEW CCRST. FLAW/CA TO GE WATER-T*14T PARRY EXTG PECK EXTG PINING EXTG KITC1-184 FREI L r-IA IN FL C)C,FZ EXTG OFFICE SCALE: 1/4 a 1' -0" Laa-r SF EXIG 5040 NORTI-1 Wati /O. P r1. e c,,44 t V I' 4 1,1 259./e) 17 /0 rOm 111 A Fri 0 nm r r 0 g 0 X13 6 o o gl EG C g r r-r E '8H 41 71 PI F ij g a 60610 as ill All 1 mS lir i "1 ii I. EXTG STAIRS NEU LAHOPO i 1 MUM CONCRETE ,ii /iii x146 TEL STAYED. M. MEW POSITION TO ALUM NEW STRINGERS TO WAR EXTG CON. LAMS NEW SEAR 114111 I �crGb Ar a 646 ree•t TO REVS LP MI 6th POST ON CQC. PLNi11 I f1G rTTFICAL OF 21 I I I I I I I I I I I 2%4 STIFF% AT Donal EXTG JO15T WS AREA TO 5FrORT NEII pt-x) PATT INSULATION RAN TO GOITQ1 OF SEATFGYs FRAME r CGNI. METAL %8R EAGN END Cf JOST NIA' FLYS, SORtT. EXTG L>li7 FGGG GARAGE I F S I EXTG SWOP 'I. I f LINE A R 18OVE SCALE. 1/4" 1' -O' 1,,82 EN. 9000 00 EXTG EXTG BATH 1= EMODE B,4SEMENT LEN/EL •O1 a0 NEW SWEAR WALL 0 11 0 9 u co 0 VERIF1;6 STING I, s0-,£ s0 -19 ,4 i i i i 1 ]o 2668 TUB/SWOUJER 444//////44L//////////////////////////, RELOCATED 6060 SWIM EXTG DECK FLOOR TWIG AREA AS NEEDED TO BE LEVEL 1• EXTG SWEAR WALL TO REMAIN EXTG M. k3ATN .L RELOCATE EXTG WINDOWS TO NEW EXTERIOR WALL 13E ROOM 5WOUJER f 00 RELOCATED 60'11 REMOVE EXTG WALL DN VERIFVcE STING oe 4 d) O L O .6- 41 CUT BACK EXTG METAL RAILING AND ADD/MODITY TO MEET NEW CONST 4 MATCW EXTG CUT BACK EXTG MEMBRANE DECK SURFACE SUFFICENT TO ALLOW NEW CONST 4 FLASWINGS TO BE UJATER-TIGWT EXTG DECK EXTG 6068 SL.GLDR. EXTG FAMILY EXTG M. BEDROOM IF! Lu 0 c► 1, MATCH EXTG 1, CONC. LANDING NEW LANDING n U o2 o wm 1I I I it u I II I E NEW STAIRS (15 RISERS) I, vRRIfr EXISTING rI -I I If i q! NE ii) LAIOD1► L I, 1, 11, 1. J4 r 9 A A0•Ar7 9S NEW RELOCATED 2650 6050 in a NEW SHEAR WALL EXTG 51-IEAR WALL TO REMAIN REMOVE EXTG WALL 4 WINDOWS 7 1 ki _LINE QE NEW FLOOR ABOVE EXTG LIVING vERIFI*A5TING 2868 j C3 6068 EXT f L CLDR. CUT BACK EXTG METAL RAILING AND ADD/MODITY TO MEET NEW CONST 4 MATCH EXTG CUT BACK EXTG MEMBRANE DECK SURFACE SUFFICENT TO ALLOW NEW CONST FLASHINGS TO BE WATER -TIGHT PANTRY CL EXTG DECK EXTG DINING EXTG 6050 EXTG KITC+4EN H 0 z 1.. 0 EXTG LAUNDRY 0 X w 0 L. MATCH EXTG I, CONC. LANDING NEW LANDING kn z UP 11P t I I J I a NEW STAIRS (IS RISERS) k I O a NEW W SHEAR WALL u o� 02, V,IY EXISTING I, I, NEW 2650 EXTG SHEAR WALL TO 'REMAIN REMOVE EXTG WALL 4 WINDOWS T L1 l/ .13c Ac /0 P77" jr P 4' LINE OF NEW FLOOR ABOVE EXT6 LIVING RELOCATED 6060 VERIFI;GEOTING J CL CUT SACK EXTG METAL RAILING AND ADD/MODITY TO MEET NEW CONST 4 MATCH EXTG CUT BACK EXTG MEMSRANE DECK SURFACE SUFFICENT TO ALLOW NEW CONST 4 FLASHINGS TO BE WATER -TIGHT EXTG 1-N-'-__ 6068 pLGLD re co,9 yt ec 4- '4'77 1 ta "/G 1 (5 7 w 1 11 :1 1 1 1 I i& 1) EXTG m 11\DNING I CL EXTG DECK )p; v wjzkI2 4 EXT 4/ c e e vx e. d .i, 6050 PANTRY EXTG KITCI -IEN EXTG LAUNDRY 0 NEW LANDING FACE OF POST r 0 0 Ujt 0 0 4-.f. EXTG I UP CONC. STAIRS fl BEAM EXTG PO TO REMAIN UP EXISTING CONCRETE LANDING NEW STAIRS (15 RISERS) POSITION TO ALLOW NEW STRINGERS TO CLEAR EXTG CONC. LANDING NEW SHEAR WALL L EXTGSTAKEP BEAM. NEW 6x6. POST ON CONC. PLINTH FT& (TYPICAL OF 2) ADD 2x4 STIFFING AT BOTTOM OF EXTG JOIST THIS AREA TO SUPPORT NEW R-30 BATT INSULATION FLUSH TO BOTTOM CF SHEATHING PROVIDE 2" CONT METAL VENT EACH END OF JOIST IN I/2" PLYWD SOFFIT 9050 014 1) EXTG EXTG GARAGE I I I I I i to I UP LINE OF NEW WALL it FLOOR ABOVE A I EXTG EAM 9080 EXTG EXTG BAN '0, 0 LU 0 LI j 4? 4 C RE -USE EXTG METAL STAIR RAILINGS NEW PT STAIR LANDING STRUCTURE 4 POSTS ON CONC. FTGS REMOVE EXISTING WALL PANEL 4 WINDOW IN -FILL OPENING WIN NEW WALL STRUCTURE 4 INSULATION NEW SIDING TO MATCH EXISTING NEW PT STAIR LANDING STRUCTURE 4 POSTS ON CONC. FIGS EXTG CONC. LANDING 4 STEPS NEW PT 4x4 POST ON CONC. PLINTH (TYPICAL OF 2) i IN RELOCATED 6050 EXTG CONC. EXTG REMODEL EAST EL.E VAT ON SCALE 1/4" I' -O" REMOVE EXISTING WINDOW IN -FILL OPENING WITH NEW WALL STRUCTURE 4 INSULATION NEW SIDING TO MATCH EXISTING 7647 11 1 I EXTG 6050 EXTG EXTG 6050 EXTG RELOCATED 6050 60 EXTG EXTG 2 NEW NEW PT LANDING STRUCTURE NEW PT 4x4 POST ON CONC. PL NT4a REMODEL BOUT+ -4 EL.EVAT ON SCALE p ia" 1' -0" RELOCATED 6050 NEW WALL STRUCTURE w/ R -21 INSULATION 4 NEW LAPPED S1DNG TO MATC41 EXISTING 7 EXT -MEtAL RAILING I AT NEUJ LANDING FLOOR PLATE TO MATCI4 EXISTING UJ P.T STAIRS 4STRUCTURE 1- FLOOR s PLATE NEW PT STAIR LANDING STRUCTURE 4 POSTS ON CONC. FIGS PLATE 0 SLAP s