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HomeMy WebLinkAbout220 Juniper Ln Technical - BuildingTECHNICAL Permit# 07 -1 Address 22 aniPw Lane Project description Ne,uj n Farn't R-e s-aen Date the permit was finaled I w-og C Number of technical pages (7) a. 1 t H PREPARED BY Suntel Design Ti bard, Oregon Client SUMTEL DESIGN `r'•aMHILL REVISION Lc'ca 16' ;APACT DP HDR Calculation By L M CL mment Reacticn R1 50 0 lbs Reaction R2 5, 160 0 lbs T:tal load 1ci 20 0 lbs Dimensions Clear span 16 0 feet, no overhang Point lbads. P1 2,000 0 lbs at 8 0 feet No triangular l wade Unif_'rm beam wei ht= 20 lbs /lf 320 lbs total) Uniform l_'ads D1 500 0 lbs/1f at i3 0 feet to 16 3 feet Deflec:ti!n limit (live 1 :ad plus dead load) 1/2.4.-) BEAM A N A L Y S I S BEAM AND LOAD DIAGRAM P1 BEAM TYPE LAM F GLULAM COMPUTED STRESS TRAIN DESIGN 'AL PROPERTIES REQUIRED ACTUAL Shear fibs) 5 160 0 FV 165 0 Area (Si In Moment 'ft-lbs) 24, 640 0 FE' 2,400.0 Sect. Mndu l us Deflertirn t'in) 0 80 E 1 80E6 Mom Inertia Actual Ma imum Defiect.i So inches Maximum Deflection _'ccurs at 8 feet Ma imum ML'ment _'ccurs at 8 0 feet Si 'e Factor 1 000 22© aunIQ Mahe Dais (A -08 1 2 3 736 123* 740 DETERMINING FACTOR MINIMUM BEAM SIZE N x H LY 1 :I CI 1 MINIMUM BEAM AREA (Sq Ir 61 55 lj C 1 H I. 4 TFED B flz I I. -21. 2. L N m Su 1-.= De= d n SLW •M--!TL_L FL Pr BE 1: Fq p 117.1 11 g T LI ri Ii. N. .imum DeFis: Ma 11 m 114.1MLM BE M L AND L71. 7 IL: MikalruordingaziaduSSIEEMMUtioautumunou FL D 1 j r- Ft r P 1:ab 1 PI ib _1 L_ C =E-1. spar f 'a n s a. Fl 7; cliNI Er_ M AQZA Sb 1 ms r 1 ts if I OH PREPARED BY Suntel Design Tigard, Oreq_n Client SUNTEL DESIGN Pr_ je =t (AMHILL PLAN L= cati =n BEAM AT NOOk Calculati:n By L M Comment B E A M A N A L Y S I S BEAM AND LOAD DIAGRAM P1 MTIMI massimmmammommumimMEME R1 R. Reaction R1 2,3o '2 lbs React.i :n R2 3,6'5 S lbs T_tal l nad 5, 385 lbs Dimensi=ons Clear span 3 fjeet, no overhang P=int l =gads P1 1 300 lbs at 5 u feet No triangular 'Dads Unit n•rm beam weight= 15 lbs/1f 135 lbs t,tal Uniform loads U2 750 lbs'If at 4 Cr feet to 0 feet U1 200 lbs /lf at 0 0 feet t: 4 0 feet Deflecti :n limit 1i/is l=ead plus dead l=ead) 1 /OGO BE; TYPE LAM 24 F GLULAM COMPUTED STRESS STRAIN DESIGN ,JAL PROPERTIES REQUIRED ACTUAL Shear (lbs) 3 8 FV 1125 Area (Sq In Moment (ft-lbs) 8 583 3 FB 2,40 a Se =t M= du.1us Deflecti='n (in) C 30 E 1 80E2 M =m Inertia Actual Ma imam DefiectiDn f) inches Ma imum DeflectiDn curs at 4 5 feet Ma imum Moment scours at 5 feet J J 43 208 48 58 208* MINIMUM BEAM SIZE cW H.) 7 Q 1 MINIMUM BEAM AREA (3q In 48 42 PREPARED B4 Client Project Location Calculation By Cpmment Shear (lb=) Moment (ft lbs) Deflccti-n (in) LM Reaction R1 ',587 s lbs Total lDad 5,175 lbs Dimensicn Clear span BEAM ANALYSIS Suntel Design Tigard, Oreg'n SUNTEL DESIGN YAMHILL RENII9ION BM UNDER RT WALL OF BONUS RM �mmr�nnnm� R1 No pi int luads Nu triangular loads Unifcrm beam weight J 15 lbs/lf 175 t'tal) Uniform l'ads Ul 56) 0 lbs/lf at 0 0 feEt tc :4 0 feet Deflectinn limit (live l-ad plus dead load) 1/,60 BEAM TYPE WOOD FIR/LARCH 6X #1 COMPUTED STRESS/STRAIN DESIGN VAL PROPERTIEu REQUIRED ACTUAL ,587 5 FV 5,821 9 FB 0 '3V Actual Maximum Deflecti:n U in he= Ma imum Deflecticn )ccurs at 1 fek_t Maximum Mument ur at 4 5 r�eL MINIMUM BEAM SIZE (W BEAM AND LOAD DIAGRAM �0�0�������0��D�0�� mnm�mmmmmammmmummmm Reartion 587 5 lbs 9 0 fec.t, no -verhang 85 0 Area Sq In 1, 5') V Sect Modulus 1 60E6 Mnm In*rtia H) MINIMUM BEAM ARFA (Sq In p~ 45 66 4/ 54. 176 y l0H BEAM ANALYSIS PREPARED BY Suntel Design Tigard, Oreacn Client SUNTEL DESIGN Project YAMHILL REVISION L:.cat`r" PM UNDER LEFT DORMER WALL Calculation By L n Comment BEAM AND LOAD DIAGRAM 0�000�00N000�0��0�0�0 mmmmmmmmmmmmmmmummmmm R2 R1 Reaction R1 2,075 0 lbs Reaction R2 2,075 0 lbs Total lDad 4,150 0 lbs Dimensions �lear span 10 0 feet, no overhang Nc cint lads No triangular s Unif_irm beam weight= 15 lbs,lf 150 lbs tDtal) Uniform loads 01 40 0 lbs/lf at 0 0 feet to 10 0 feet DeflectiDn limit (live load plus dead lDad) 1/240 BEAM TYPE WOOD FIR/LARCH 6X #1 COMPUTED STRESS/STRAIN DESIGN VAL PROPERTIES REQUIRED ACTUAL She.lar (lbs) 2,075 0 FV 85 0 Area (Sg In Mbment (f+-lbs) 5,187 5 FB 1350.0 Sect MoguIus 46 46* Deflecticn (in) 0 5O E 60E6 Mom I nertia 116 164 Actual Maximum DeflectiDn 736 inches Maximum Deflection occurs at 5 0 feet Maximum Moment Jccurs at 5 0 feet MINIMUM BEAM SIZE (W H) MINIMUM BEAM AREA (Sq In 39 01 a" I )H E■PtM A NA LY SIS PREPARED BY Suntel Design n Client SUNTEL DESIGN Prc ek.. YAMHILL REVISION LDcaf`rn PAM UNDER LEFT BONUS RM WALL Calculatipn by Comment L BEAM AND LOAD DIAGRAM U ��00��0 mm R1 R2 Reaction R1 1,275 0 lbs Reacticn R2 1,275 0 lbs Tztal lzad 2,550 0 lbs Dimensipns Clear span 10 0 feet, no Dverhang ND cint 1pads. No triangular loads Uniform beam weight= 15 lbs lf 150 lbs total) Uniform loads [1 240 0 lbs/lf at 0 0 feet tc 10 0 Deflecticn limit (live lcad plus dead load) 1/240 BEAM TYPE WOOD FIR/LARCH 4X #1 COMPUTED STRESS/STRAIN DESIGN VAL PROPERTIES REQUIRED ACTUAL Shear lbs) 1,275 Area (So In 20 Moment (ft-lbs) 3,187 5 FB 1,000.0 Sect.MDdulus 38 38* Deflecticn (in) 50 E 1 70E6 Mcm Inertia 67 155 Actual Ma imum eflecti:n o 22 in hes Maximum Deflectibn occurs at 5 0 feet Maximum M_ment `ccurs at 5 0 feet MINIMUM BEAM �REA (Sq In 28 34 feet 1 1 OHi PREPARED BY Client Prt' ect L_tcaf i, ,n Calculation ey Comment R1 B E A M A N A L Y S I S Suntel Design Tigard, Oreaon SUNTEL DESIGN YAMHILL REVISION MAIN GARAGE BEAM L In P1 Shear (lbs) 6, 945 4 FV Mcment (ft-lbs) 34,808 9 FB Defler :n (in) C) 35 E BEAM AND LOAD DIAGRAM P2 MI !rill j .Jj!t■i Reaction R1 6,945 4 lbs Reaction R2 6,2'29 6 lbs Total 1 'ad 1C' 175 0 lbs Dimensi_'ns Clear span 19 0 feet, n_' overhang Point 1 _tads P1 1 200 0 lbs a t D 0 feet P' n0o 0 lbs at in 0 feet No trianqular 1 _cads Unif :rm beam weight= 25 lbs /lf 475 lbs t Uniform loads El 500 0 .lbs /if at 0 0 feet to 13 Deflection limit (live load plus dead load) 1/240) BEAM TYPE LAM -4 F GLULAM COMPUTED STRESS/STRAIN DESIGN )AL PROPERTIES REQUIRED ACTUAL 165 C) Area (Sq In 4G U Sec M_ 8t ?E5 M':'n Inertia i_) 94 inches at 9 feet at 10 0 feet Actual Ma imam DeflectiDn Maximum Deflectirn occurs Maximum Moment :ccurs Size Factt_r t_) D80 MINIMUM BEAM SIZE (W H) R.� 63 178 1,266 feet DETERMINING FACTOR 1 ':y" ^:^1- ^=11- 1 MINIMUM BEAM AREA (Sq In 73 89 74 178* 1,280 E3" l0H PREPARED BY Client Prc ect LDcaf`'" Calculaticn �y Comment LM BEAM Suntel Design Tigard, Orejion SUNTEL DESIGN YAMHILL REVISION p'P,AnAnF DR HDR E ANA LYSIS BEAM AND LOAD DIAGRAM �0��0�����0���000 mmmmmmmmm�mmmmmmm R Reacticn R1 860 0 lbs ReactiDn R2 860 0 lbs Total lDad 1,720 0 lbs DimensiDns �lear span 8 0 feet, no Dverhang No point lDads. No triangular luads Uniform beam weight= 15 lbs lf 120 lbs tDtal) Uniform loads u1 ...Inn 0 lbs/lf at 0 0 feet to 8 0 feet Deflection limit live load plus dead load) 1/24o BEAM TYPE WOOD FIR/LARCH 4X #1 COMPUTED STRESS/STRAIN DESIGN VAL PROPERTIES REQUIRED ACTUAL Shear (lbs) 860 0 FV 35 0 Ares (Sg In Mument (ft-lbs) 1,720 FB 1,000.) Sect.Mndulus Deflection (in) 0 40 E 706 Mom Inertia Actual Maximum Deflecti:n 1J inches Maximum Deflecti:n Dccurs at 4 0 feet Ma imum Moment Dccurs at 4 0 feet MINIMUM BEAM SIZE (W x H) MINIMUM BEAM AREA (Sq In 20 82 X I2F- 14 21 29 21 21*