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Specifications 7650 S.W.BeveIand St. TM RIPPEY Tigard,Oregon 97223 Phone: (503)443-3900 CONSULTING ENGINEERS Fax: (503)443-3700 RECEIVED STRUCTURAL CALCULATIONS FEB 2 6 2020 CITY OF TIGARD PROJECT: FIR LOOP GLASS WALL BUILDING DIVISION LOCATION: 7080 SW FIR LOOP,TIGARD,OR 97223 CLIENT: REDSIDE EQUITIES DATE: FEBRUARY 25,2020 PROJECT NUMBER: 20078 TABLE OF CONTENTS: ITEM SHEET NUMBER GENERAL NOTES NI DETAIL SK1-SK4 CALCULATIONS CI-C6 DESCRIPTION: THIS DESIGN PACKAGE INCLUDES DETAILS AND CALCULATIONS FOR THE INSTALLATION OF ONE(I)NEW GLASS WALL WITH SLIDING DOORS AND ITS ASSOCIATED FRAMING. .. �IyG I1d b-4:n/ r 1 ` vtpavii—coo 3 '7 Q r S a so � ,, ,/,-.T7 rr.ICJ i,�a 6' rtini,%1,3,-, OFFICE COPY GENERAL STRUCTURAL NOTES CODE REOUIREMENTS: CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2019 OREGON STRUCTURAL SPECIALTY CODE,REFERENCED HEREAFTER AS IBC. DESIGN CRITERIA: DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. THE FOLLOWING LOADS WERE USED FOR DESIGN: 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 AS FOLLOWS UNLESS NOTED OTHERWISE 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. ALL FASTENERS IN CONTACT WITH FIRE RETARDANT LUMBER MUST BE HOT- DIPPED GALVANIZED. DO NOT INSTALL 0.148"x 1 1/2"NAILS IN HANGERS UNLESS SPECIFICALLY NOTED ON THE PLANS& DETAILS. NAIL CALLOUT DIAMETER LENGTH 8d COMMON 0.131" 1 1/2" 10d COMMON 0.148" 3" 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 I/8"SPACING AT PANEL ENDS AND EDGES,UNLESS OTHERWISE RECOMMrEN)ED BY THE PANEL MANUFACTURER. E 11Ij;40 Id O �, l_7 � A TM RIPPEY Consulting Engineers By: AM Date: 7650 SW Beveland Street Chk By: Date: Suite 100 F'IR LOOP GLASS WALL Tigard,Oregon 97223 Job in 20078 Phone:(503)443-3900 7080 SW FIR LOOP,TIGARD,OR 97223 Sheet: HI Oa NEW WORK LEGEND _ BUILT I- -- --'I DUSTING CONSIRUCTIONTG R:MAA ARCHITECTURE,LLC . ....- .... __ f - - ON I. ! •I , .PROVIDE MTL.STUD WALL TO BOTTOM OFFICE 14 OFFICE 15 OFFICE 16 OFFICE 17 JJ OF SUSP.CLNG 280E NE MLK I STE GPORTE AND OR 97212 . - :- (� 502.454.6792 I1 'i I I' I K Q POWER OUTLET Inkbuftdeslgn-corn i. 206 m' - . ... ,.. L. V DATA OUTLET cc�'�EDARC�j+ 11 '-5" OPEN IITiT (!F AnOFFICE18 RELOCATEOUTIFEAND c� D. RELOCATE 7X4 LIGHT r' ♦ 4'-4" THERMOSTATO ADJACENT '_ . ; 00 ' OFFICE 13 FIXTURES INTOOPEN OFFICE ! WALUAND EXPOSE COLUMN TO FLOOR PLAN NOTES OFFICE AREA MATCH EXISTING \C A. SEE A2.11 FOR DOOR SCHEDULE - _p�' OCATIO\�\(g)p-4'KI'_5' B. SEE A5.00,A5.10 AND A5.20 FOR TYPICAL ADA 0m� C��_ \LOCATIONSVATH WORKSTATIONS • " �F tinv 1 _ OWNE \\ 0 D ® REQUIREMENTS,CLEARANCES,MOUNTING �t��+ r204) \\\\\ "�Gj*IT�T17 HEIGHTS AND PARTITION WALL DETAILS i '4REAK , (3)NEW OUTLETS C. ALL DAMAGED,ALTERED,OR REWORKED OFFICE 12 AREAS SHALL BE PATCHED AS REQUIRED AND RELOCATE EXISTING TOTHI POWER AND !ROOM R(yl 34"H.BASE CABINET FINISHED TO MATCH EXISTING CONDMONS DATA TOTHIS WALL `FYI —_- { " OR AS SPECIFIED TO PROVIDE A LIKE NEW" rn .... ab " FINISH. ry OFFICE 11 ( OFFICE 19 IT RM 34"H.BASE CABINET D. INSULATION-PROVIDE SOUND BATTS AT ALL m L COPY 10'-111/2" NEW INTERIOR WALLS AND CEILINGS. C-) I"- OFFICE 0� ,'1 (2)NEWOUTLETS@40'AFF E. DOOR HARDWARE-ALL NEW HARDWARE TO '\ -�' �, m\ .ii_�t, 11.-.. BE LEVER TYPE,FULLY ACCESSIBLE.REPLACE LL 0 __ O - m c. ALL(E)HARDWARE WITH LEVER TYPE,FULLY 66" 9 I ACCESSIBLE HARDWARE. 0 U CIRC. \ F. BATHROOMS•PROVIDE SHEET RESIUENT CL a- -E .ER -.- FLOORING WITH 6"RUBBER BASE.PAINT ALL Q O F REPLACE PLUMBING WALLS WITH EPDXY PAINT. OFFICE 10 , I. 201 I`� FURORES IN(E) G. ALL NEW WALLS MATCH HEIGHT OF EXISTING _1 CC _ �STOR. C - FLA j OCAl10NS WALLS(TO BOT.OF(E)SUSP,CLNG.SYSTEM). w \'� 7 OPEN H. PATCH/REPAIR AND PAINT ALL NEW AND 6� CD Z O CIC - EXISTING WALLS-COLOR AS SELECTED BY LL Z D z 1 LT - -- iv B OFFICE D ,I T I NEW ACREPLACCESSIBLE HANDRAIL LE LWITH I. TEST TENANT. SUSPENDED CEILING AND LIGHTING C3 LA, OFFICES �OFFICEB OFFICE 7 "`CONE.RM. .J CONTINUOUS HANDRAIL. TO REMAIN.ATJUST LIGHTING AS REQ'D FORCO LA 0 -\ - ,i `r SEEA5.00 J. MECHANICAL-PROVIDE NEW MECH UNITS.(E)NEW LAYOUT. O CO = O^ _._.-_. — -a ( B -- — '``'--`___ '--""1 -- - DUCTING TO REMAIN,PROVIDE A SUPPLY AND 9'-5"+/- RETURN TO EACH NEW SPACE PERMITTED DATE: 11/11/2019 OPEN TO BELOW . SEPERATELY. PERMIT COORDINATE POWER K. ALL ELECTRICAULOW VOLTAGE O REMAIN/BE 'I STOREFRONT GLAZING SYST. LOCATION W/NEW MAINTAINED. REVISIONS 1'-Cr H.TEMPERED GLASS SIGNAGE GU5Su � A W. 2ND FLOOR•NEW h n 2 I WORK N 1 2 2ND FLOOR PLAN- NEW WORK r•Iv-a A1.20 ' • • • ' �!MO 7rC ( C'l 'J `Loop ADDRESS: AREA OF WORK FOR 7080 SW FIR LOOP,TIGARD,OR 97223 AND SLIDING DOOR ASSEMGLASSBLY.WALL SEE 1/SK2 FOR FRAMING P(1)e "1' Q i • SITE PLAN LOCATION Ir, I^ ' it) SK1 1[A TM RIPPEY Consulting Engineers By: AM Date: 2/25/2020 7650 SW Beveland Street Chk By: Date: Suite 100 Tigard,Oregon 97223 REDSIDE EQUITIES-FIR LOOP GLASS WALL Sob it: 20073 Phone:(503)443-3900 7080 SW FIR LOOP,TIGARD,OR 97223 Sheet; SKI Of: d,ie r?5n-I.14 •Irel aV Me Sn4K1y, 19"0. .N EllP • • '4.4.-Nsr .- - -..Ted erm �'' • d-r � of • • N . _ ,"-__._ •—.__ �A. • �' ari.1iw'TC -., c s 4..'4•4 a-d' >k+'a.-jm- .9 ..vow a•+c w.wo.m( _„ q,�l� � e -Bny�;e. Trp 444/404.e.., . .44;04.14. © ate i.fe-'_ '4 t" .fitt' L �' I(5l - Id...,-. t aI • • './ .� _lf+xss.r,WIW4 'k - 1 7 kyll R - '1? •'w'..y.r..n+ea. :. I I ...,' 1 11 * Y. I-.eill,,f` r�S 11 t . I . i cr) {GI_rM'ta TfRl Q Ir „citztt t• I -, ,4- f.s. •�a I . 'l �': r s j 1P„i... (E)2X8 JOIST AT 16"0/C © I. a !!!@_ -h v4 r c • 10o' e • I x ♦ro - al .•'1t ,`/i fw.•L`JrIJM'•' nlly!$r W.5 I — r�g ' - • o1: 15w.-600 er 1s `-- �r s4 !time. © r. '�I.4 -,u\ auin I•.vas:«..w-a>11 _ -_ +Gvj s1 z l4tR+rCavb Sid cn. .. -� .. ...._-_i_ ler�a c.b a.,w.:arse , FF _ I'-' a! . ` I 3 \\ r' n� I . - , -10'+10''� —_ - (�. I GLA WALL AND SLIDING • D'OO ASSEMBLY. O . 2,. © c ® 0 - b . . • FRAMING ASSEMBLY fw• G 1 N p `r�'/® WITH 4X6 HEADER. 'w P r G EXPIRES: * po 4111 FRAMING PLAN -_.-_ . .L 1 TM InIPPEI' - By: AM Date: 2I25I2020 Consulting Engineers 7650 SW Beveland Street Chk By: Date: Suite 100 .REDSIDE EQUITIES-FIR LOOP GLASS WALL Job It: 20073 Tigard,Oregon 97223 Phone:(503)443-3900 7080 SW FIR LOOP,TIGARD,OR 97223 Sheet SK2 of; SPAN = 25'-0" ►� USE (3) 10D X 3""COMMON WIRE NAIL" MIN. AT EACH 1 STUD/JOIST CONNECTION SK4 /\ XIX i 2X4 FRAMING MEMBER. 18.5" : 5.5" NOTE: DOOR TRACK DOES NOT SPAN ENTIRE WALL. GIN c�'� 7-6"± CONNECT TRACK TO ON SUPPORT ARM SIDE OF HEADER USING 1/4"0 X 3" HEADER, USE SIMPSON MIN. "SIMPSON SDS"AT "LSTA12"STRAP AT 4'-0"O.C. 12"O.0 MIN. AND AT A USE(10) 0.148" X 2-1/2" NAILS o MIN. OF 3" FROM EACH PER STRAP. �� 3 $ EDGE. �1.{,0z ao,A4� C7 7URt"ffir Lf ES 2v FRAMING ASSEMBLY PLAN N.T.S 1 I �'� TM RIPPEY /1 Consulting Engineers By; AMDate: 2J25/2020 7650 SW Beveland Street Chk By: Date: Suite 100 BEDSIDE EQUITIES- FIR LOOP GLASS WALL Tigard,Oregon 97223 Job#r: 20073 Phone:(503)443-3900 7080 SW FIR LOOP,TIGARD,OR 97223 Sheet: SK3 Of: (E) PLYWOOD SHEATHING. 0 0 .c..--- 0 0 0 0 7 \r. (E) JOIST PER 1/SK2 FASTENERS PER 1/SK3. 2X4 SUPPORT ARM AT 4'-0"O.C. USE 15/32 OSB WITH 8D 0 X 1-3/8" MIN. EMB. NAILS. PROVIDE NAILING AT 12" O.0 IN FIELD AND 6" O.0 SIMPSON STRAP PER AT EDGE.TYP. 1/SK3. V LAG BOLT PER 1/SK3. , ,t" 1Q7 L.t'.. \--\ Q .EGO * o,lT ti f IiRC;, EXPtR _rii____j .3: 1 9 SITE PLAN LOCATION SK4 .1 1Z TM RI. PPE By: AM Date: 2/25/2020 1 Consulting Engineers 7650 SW Heveland Street Chk By: Date: Suite 100 REDSIDE EQUITIES-FIR LOOP GLASS WALL Job If: 20073 Tigard,Oregon 97223 Phone:(503)443-3900 7080 SW FIR LOOP,TIGARD,OR 97223 Sheet: SK4 Of. .: . . r-T I 1_1_ 41_-r - 1,--t 1 i -I- i -1-17-.--ij -1-1 1--_I 1 1 1 1 1 [ I I i irvirt I_ I tis C I I' _ lnjlllllllllillllllllll--1 1 ..,__ l � ! ; Ti1I iii111!1 _Ts . ii; NI __, r --- - - - 1 _L _J_ ?I, 1_ __ _, , � . t 1 , f ' _I � I it 1 ° __it- 1 t{--:::: 1IIn1NIIIN �n1 nnn�'nn,ninIIIW, .si _• G, c. Lr -- --- 1 1 1 1 1a D i j �iin . .. L _...I... _ _r- I � IF ---- -:.-.: 1 1 _L— _ -- 1 _ {I - . . __. if i1 I '1 j) I L j , 1....I/ I 4 2--.11.!,,, I 7 h . I zairgat i j• 1 I _ _. it is r,' j 1 - . 1 4- 1 - i- L. 1 ?Lx, .0 1 11= `., q w 1' f J �- tit - - t 1 Imo,: - ��. u Ia-aiAl I t _ crn — off- R yyc « .n .... ... 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Beveland St, Suite 100 JOB NO 1'0r17% Tigard, Oregon 97223 Phone(503)443-3900 SHEET ("6 OF ,_ 'T Project Title: Engineer: Project ID: Project Descr; tM02Gi'rolttOtg007$ R@dsldeEA esrFi.rJa 4STTRYPT..lRFd-1CALc512tlme Enatca.c24Floor;Idsl B WQOd$eam _, ..' : SoMxareeapyrightENER ALC,INC.1983-2020 ullda2,20181 „` - Lic.fl KW-06002562 TM',RiP,PEY CONSULTING ENGINEERS DESCRIPTION: Existing Dee Floor Joist CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007,ASCE 7-05 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ I,000.0psi E:Modulus of Elasticity Load Combination ASCE7-16 Fb- 1,000.0 psi Ebend-xx 1,700.0ksi Fc-Prll 1,500.0 psi Eminbend-xx 620.0 ksi Wood Species :Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.1 Fv 180.0 psi Ft 675.0psi Density 31.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase 2x0 ii „ Aliiri Span=20.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0130, Tributary Width=1.0 ft Point Load: L=0.0780 k @ 10.0 ft DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.68a 1 Maximum Shear Stress Ratio = 0.124:1 Section used for this span 2x8 Section used for this span 2x8 • = 949.73psi = 22.26 psi = 1,380.00psl = 180.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 10.000ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 • Maximum Deflection Max Downward Transient Deflection 0.279 in Ratio= 860>=380 Max Upward Transient Deflection 0.000 in Ratio= •< .1 Max Downward Total Deflection 0.860 in Ratio= 78>=181 Max Upward Total Deflection 0.000 in Ratio= r< 80 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN G i Cr C m C t C L M lb Pb V fv Pv D Only 0.00 0.00 0.00 0.00 Length=20.0 ft 1 0.478 0.104 0.90 1.200 1.00 1.15 1.00 1.00 1.00 0.65 593.58 1242.00 0.12 16.88 162.00 +D+L 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=20.0 ft 1 0.688 0.124 1.00 1,200 1.00 1.15 1.00 1.00 1.00 1.04 949.73 1380.00 0.16 2226 180.00 +D+0.750L 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=20.0 ft 1 0.499 0,093 1.25 1.200 1.00 1.15 1.00 1.00 1.00 0.94 860.69 1725.00 0.15 20.92 225.00 +0.60D 1.200 1,00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=20.0 ft 1 0.161 0.035 1.80 1.200 1.00 1.15 1.00 1.00 1.00 0,39 358.15 2208.00 0.07 10.13 288.00 Overall Maximum Deflections Load Combination Span Max._"Deli Location in Span Load Combination Max."+"Deli Location In Span +0+L 1 0.8602 10.073 0,0000 0.000 FOR OFFICE USE ONLY— SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Transmittal Letter T i G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.ti d-or.gov TO: DATE • 'CEIVED: DEPT: BUILDING DIVISION • ECEIVED FEB 2 6 2020 FROM: -DAO NI`i VI(6,1Aicky CITY OF TIGARD COMPANY: (ZF0S(DE_ BUILDING DIVISION PHONE: 505 70 G - (0 Z q By: RE: 70 SO SU•) E Z- U00P g,/ad1y^tA.)rc (Site Address) (Permit Number) (Project name or subdi , : e • • ATTACHED ARE THE FOLLOW 4 E :: Copies: Description: I 4 Co''.s: Description: Additional set(s) of plans- Revisions: Cross section(s) and details. ,\ \ Wall bracing and/or lateral analysis. Floor/roof framing. ` Basement and retaining walls. Beam calculations. \ Engineer's calculations. Other(explain): REMARKS: fftbfiVrric7,21 rfIlX--tii44916^1 SPRJR(PfrieN5 7?E ciu'1SS IOU 1n ', f IVs 1T1t1 FOR OFFICE USE ONLY Routed to Permit Technic'. : Date:2 9.7— .p Initials: Fees Due: We E.No Fee Description: Amount Due: A Up' FaWa-4. $ L15— $ $ 0,`c,3 $ 7. - 47, Special }1...01 y-�- Instructions: Reprint Permit(per PE): ❑ Yes ❑ Done •plicant Notified: Date: 'lo2. l f r) Initials 1:\Building\Forms\Tran smittalLetter-Revisi on s_061316.doc