Loading...
Specifications (15) TM RIPPEY 7650 SW Beveland St Suite loo Tigard, Oregon 97223 CONSULTING ENGINEERS Phone: (503)443-3900 Fax: (503)443-3700 STRUCTURAL DETAILS FOR PCS- Gibson Residence TMR #17351 October 3,2017 PAGE GENERAL NOTES N1—N2 GARAGE ROOF PLAN SKI WALL SECTION SK2 WALL SECTION SK3 BEAM SECTION SK4 OFFICE COPY CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE ,; ��" , Approved: J # �., , OTC: [ ] .g ` Permit #: tet.-Haply -flC_3.21 Address: ��r_1�1 , ..�.�. ,' °a Suite#: By: i-I- Date: T '>1 - GENERAL STRUCTURAL NOTES CODE REQUIREMENTS: CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2014 OREGON STRUCTURAL SPECIALTY CODE,REFERENCED HEREAFTER AS IBC. DESIGN CRITERIA: DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD LOADS,THE FOLLOWING LOADS WERE USED FOR DESIGN,WITH LIVE LOADS REDUCED PER IBC: ROOF SNOW LOAD: 25 PSF BASIC WIND SPEED(3-SEC GUST,ULTIMATE): 120 MPH WIND EXPOSURE:B EXISTING CONDITIONS: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. CARPENTRY: SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION,LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. UNLESS NOTED OTHERWISE ALL LUMBER SHALL BE 19%AT TIME OF FABRICATION AND DRIED TO A MAXIMUM OF 15%BEFORE INSTALLATION OF GYP.BOARD AND OF BRICK VENEER AND VERIFIED BY THE GENERAL CONTRACTOR. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. GRADES SHALL BE NOTED ON THE PLANS: FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY(OR ENGINEER APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL BE COMMON NAILS. NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. DO NOT INSTALL 0.148"x 1 1/2"NAILS IN HANGERS UNLESS SPECIFICALLY NOTED ON THE PLANS&DETAILS. NAIL CALLOUTS SHALL BE INTERPRETED AS FOLLOWS: NAIL CALLOUT DIAMETER LENGTH 8d COMMON 0.131" 2 1/2" 10d COMMON 0.148" 3" 16d COMMON 0.162" 3 1/2" 16d SINKER 0.148" 3 1/41" ROOF SHEATHING NAILS 0.131" 2 1/2"(RING SHANK AT DECK ROOF) 1 /�` TM RIPPEY -SI..L'1� Consulting Engineers By: alc Date: 7650 SW Beveland Street Chic By: Date: Suite 100 Tigard,Oregon 97223 Job#: Phone:(503)443-3900 Sheet: N\ Of: SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 1 OR PS 2,OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED,PANELS SHALL BE APA RATED SHEATHING,EXPOSURE 1,OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES,UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. ALL MULTIPLE STUD OR SOLID POST POINT LOAD SUPPORTS TO EXTEND THROUGH ALL FRAMING BELOW TO SOLID BEARING AT FOUNDATION OR CARRYING GIRDER. PROVIDE FULL BEARING WITHIN JOIST SPACE AS REQUIRED. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION,AITC A190.1 AND ASTM D 3737.EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE,AND OF THE STRENGTH INDICATED BELOW: COMBINATION DEPTH SYMBOL SPECIES USE ALL 24F-V8 DF/DF (CONTINUOUS OR CANTILEVER) FLASHING AND WATERPROOFING: ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON THE PLANS. if M TM RIPPLY 1 1Z Consulting Engineers By: \r< Date: 7650 SW Beveland Street Chk By: Date: Suite 100 Tigard,Oregon 97223 Job#: l"I '�S! Phone:(503)443-3900 Sheet: N 1. of KGY,..1olti_4; #P I© - lit 9JOAMk02.D TC.oc* r R-kM\,1V l0 12Er1\P,\J • Q- Vxto i (7 Dee.-14.-). - -rc, A. tom, '\'•.1.,,,lob\rtr1it4,) Ft. S\toR,th, P;i-r l kP .c.t._taG Wili o,\-b1"aipxz NKi\.s P1 Ark Mc 1,4-i z ..�oG'..,,pc, 4a Ny.I (Z) t�`� Sc R�" .1z- - r NI. Vir; r Ex,c v-\U(z... WKu,s ®- 9 x la Dr*, 1- og- 3'//."x 1.4. &-AOrz. ZAIF-Vb &t_IA-\_t�M ,SZr' 'Co t.e..-tC-)k ‘ ARV-0Y,ox, C a.-e�►a o / ® (-1,),2-2 dl= -a s�:o,s To M c, c \5-se�e 0 I IIMFII— , �. L _ - .� t (11'' Aha. �� i f ilf/ L NI 0 / o/ , I 1 1 1 11 ic, , 1 I 1/ / / 1 . -If / 2-0 a o ii O I 3 ' � 1III 1 0 f 1 12R, t,� ���1 I I . 1 , 0 i 1 -I _ r— /' 1\1 ai s: Wkti,V?,cor-114to AO FL 110 6Y 01 ®..s-cenu Wrt _ t,i; 2-)..4 V71.341,..- Si1&Os . .t-�� kl 1\itI R (l 11'Ye- 1/11114 P=91\ 1/)-P'tr PL ooO 'M 9 kil,. T4 rD�rM��id ��+�� sptfo�+a��+kilt- �t3`1%sr t�. �1 Rov M pctC4' FL X 9�a�t14Stj `Sf�d g/�A R T@A k �tw}1�F. l d���'1 �•\\CG®-,b AATO.k �P'"C-AA rGH f l C .�r .L4 _-r 01\' 1"4+K X0`/2` PIlT9l.S T SER alt® eCa[ `� *C�D VrVYR E'Ct-. 1)1rArrAic'to4 . 17. 2r- x-15...n11, q-- Wrcu. rev-Pr-1f-- Ct-:--) (►�ti - PAF5IZr ut,� Pk..r�t3 IAA." I'-0`t i MY J. TM RIPPEY (9 1\.3 SU i'") a✓�1 O rL-N sR�-- BY i�1 ,�. DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St,Suite 100 JOB No 11 SS- Tigard, Oregon 97223 1 Phone(503)443-3900 SHEET.'c 1 of 1.b�J e X1�`(t SU F149414., ckri fy CVII5-12 S c)0`1\ T� 4,t V: MA--re-,14 4---- Z,'xS1 to 1 LJPct. L V —c-1Ff PI.V\M Q 1'12-\012To 141.[ PC\vox) -Kr atm VpstAt ry rt s wrrou SID ts'i, `To rA► 1�.\A- ex). • NoZE o W rc t,,,oF10c, c1. t\-wb !3Y Pe3DY Sc�"Cta J SKZ 177," yl'-D" 1 l i 1 I - TM RIPPEY CONSULTINGBY f 1" r`�\ DATE ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB NO 1-1i c I Tigard, Oregon 97223 Phone(503)443-3900 SHEET S\1 t OF ' , i Lc,PrL t' IPS't� Tfa P;;C�.k-k 1� .kswit,,J(a Gt1P`0,. 1+2,SCs''' A . (tel.. r t — r-t.(At 4 $ S._ J. _— t s s , S "7- i 0-ri+ as��.� a lMpSo.,N (i.SIP.1b1 i\ Y MkL�I+ ?tiSS, j. i 666.., 1 r 1 Pa.J t4 ��tN\ca\J. At).,IY t2a.A%-1 .z.. Pp`aAk&cr2-13 \.:-)i ue7c>c 1 €o‘krt„ -\--e. r''RTe„t-1/4 .5...."0 -‘-INt9 /'v / b,it-'1/2.':41.31' D ", , 1>J P¢tk. t>.1 Akk I I ", hitZ- 10,0 J t-'tom. 1 1/54-\F--'? LA,L.. b!c.... w I 1 t74-.'CI F i 3 PLV". F.0-tom*(1- P 1 f 'CD ws i�xLLk-Ito recx5 - iso= 11N,., 111111111111.1=111 ,Ip'tCi:, W KT V.-S�CZ«5F1(.417 ' Fd-� 1:%NI C1 1 r&)' (3-t1 t' $-S D4 -S-=.n s;', t✓. l-NkMNI.6. m\> is cacot"r--"TIti11- fid C4k To. 5>tf" Wr i (i W I'MG.13 J"¢,; Z�/z.' liPi r, ILS-kAsc,. (i..) Wkkrk..., ( *0,-100h „I\ to, ti.► LL,. 51;31 3A4'1_/I-4N 1M 1\ T1VI RIPPEY CONSULTINGBY ��`� DATE ENGINEERS CHK BY DATE 7650 S.W.Beveland St,Suite 100 JOB NO I r3 1 Tigard, Oregon 97223 2 Phone(503)443-3900 SHEET y IZ J OF LOW S\-0? vi,,---=tom -T, NA k-ccA47, r.4c'-sT\Lib /---- 1 't: priac t Nib Fri-12- rr-tv J M � ,1, gait,. -rt(( PE E,'�\- . (L D,I+-!S ''4 x 3't Ilk, st �i / ' .3'lk..„,,N,,,...,.., i/ II i2 ----Ai\--T— C.L\ Z x 'T,R a 40 fJlk`tC�4t 1.9P+ 1. t o-ccz: Whcirt 2v j4c7 . V-ta tt.ici PY c:77i PZS (1 M Sr-2.-c---1 tot-) @, kJ 510ti 1,/ ,,.,,,-O`‘ 1M TMRIPPEY BY Kr-K DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St,Suite 100 JOB NO X73 S Tigard, Oregon 97223 Phone (503)443-3900 SHEET SUc,`.1 OF 7650 SW a TM RIPPEY Suite 100 Tigard,OregonBevel9722ndSt3 CONSULTING ENGINEERS Phone: (503)443-3900 Fax: (503)443-3700 STRUCTURAL CALCULATIONS FOR PCS- Gibson Residence TMR #17351 October 3,2017 PAGE Cl—C4 CALCULATIONS 111 .. c a 1.1.0 ORE *N I- 4' °' �� 21 • ARD " (1 ►-30- . f \i2 P5 i - - Qp.,„N h y'.G<< NL-(--c,LWsV3 ?SF 31 ?ST- C`7-"-S I,JLV% ;'-O /10-61 z) � (z -L tJ��= �u,ZS‘ ) 1 P61' 1%.-f- U (� - \ 'PI.Fx 1g 25 L. f 15v\-i1 4-4D\ t3jL iJ1Seon.uC `~� = CA-AJ' FI`t _ ‘bx7) r'sl ct I V5 >-. cl = 1b35- JFs( I21k, 1Z14," 2�Ir-VCV-1 2Sinti n S�n4L 6Z5 ?s1 = &I-04w 77 `S--aI 14- TM RIPPEY BY KEK DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St,Suite 100 JOB NO 1115\ Tigard, Oregon 97223 SHEET(..-1 OF Phone(503)443-3900 TONGUE AND GROOVE ROOF DECKING Table 1. Two Inch Nominal Thickness - Allowable Roof Load Limited by Bending Allowable Uniformly Distributed Total Roof Load1'2'3'4'5,psf Bending Stress,psi Simple Span,ft. Controlled Random Layup Span,ft. 7 8 9 10 11 12 I 6 7 8 9 10 11 12 875 73 54 41 32 26 22 18 61 45 34 27 22 18 15 950 58 45 35 29 24 20 66 48 37 29 24 20 16 1000 83 61 47 37 30 25 21 69 51 39 31 25 21 17 1050 88 64 49 39 32 26 22 73 54 41 32 26 22 18 1100 92 67 52 41 33 27 23 76 56 43 34 28 23 19 1150 96 70 54 43 35 29 24 80 59 45 35 29 24 20 1200 100 73 56 44 36 30 25 83 61 47 37 30 25 21 1250 104 77 59 46 38 31 26 87 64 49 39 31 26 22 1300 108 80 61 48 39 32 27 90 66 51 40 33 27 23 1350 113 83 63 50 41 33 28 94 69 53 42 34 28 23 1400 117 86 66 52 42 35 29 97 71 55 43 35 29 24 1450 121 89 68 54 44 36 30 101 74 57 45 36 30 25 1500 125 92 70 56 45 37 ' 31 104 77 59 46 38 31 26 1550 129 95 73 57 47 38 32 108 79 61 48 39 32 27 1600 133 98 75 59 48 40 33 111 82 63 49 40 33 28 1650 138 101 77 61 50 41 34 115 84 64 51 41 34 29 1700 142 104 80 63 51 42 35 118 87 66 52 43 35 30 1750 146 107 82 65 53 43 36 122 89 68 54 44 36 30 1900 158 116 89 70 57 47 40 132 97 74 59 48 39 33 2000 167 122 94 74 60 50 42 139 102 78 62 50 41 35 1 Tabulated values are based on 1-1/2 in.net thickness. For 1-7/16 in.decking multiply the tabulated allowable loads by 0.918 2 To determine allowable uniformly distributed loads for other span conditions,use simple span load values for combination simple and two-span continuous,and two span continuous layups;and use controlled random layup load values for cantilevered pieces intermixed layup. 3 Duration of Load,CD=1.0 used in this table. For other load durations,adjust by the appropriate factor. 4 No increase for size effect has been applied,(CF=1.00). 5 Dry conditions of use. Copyright f.'.;',American Wood Council.Downloaded/printed pursuant to License AGreernent.No further reproductions authorized. AMERICAN WOOD COUNCIL -2— Wood ilvik ColumnDesign Stabilit Factor cto r Cp 2001 RPW Le := 96.in CD := 1.0 c = 0.8 for sawn lumber c = 0.85 for round timber piles d := 4.5.in CF := 1.15 c = 0.9 for glued-laminated timk. E' := 580•ksi c := 0.8 Fc := 1350.psi KCE := 0.822 Le — = 21.333 d F"c = Fc•CD'CF F" = 1552.5.psi KcE•E FcEFCE = 1047.568•psi Le 2 d 1 + FcE + 21ility factor Cp := J[i 2c – Fc 2.c 2.c L c PG := FC•CD•Cp•CF F' = 845.4•psi