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Plans (33) BUP2022 -00343 A B H T STRUCTURAL ENGINEERS 1640 NW Johnson Street Portland,OR 97209 Tel 503.243.6682 Fax 503.243.6622 www.abht-structural.com January 6, 2021 �r,,�a Mr. Dave Mcjica RECENM Scott Edwards Architecture(SEA) 2525 East Burnside Street JAN 1 ? 2021 Portland, OR 97214 RE: 720d and Baylor CITY OF TIGARD SW 72"d Avenue&SW Baylor St. Tigard, OR BUIL WQ 1 WM Dear Dave, Transmitted herewith are structural revisions to the original permitted drawings to submit to the City.The revisions are due to the following: 1. While the PV Panels, its support frame, and their connections to the structure is a deferred submittal, the design of the roof sleepers for the PV Panel support frame to attach to is being submitted as a revision to the original permitted design documents. 2. The original permitted drawings had typical details for fall protection anchors.The anchors have been revised to window washing anchors (which have the same ultimate load requirements but also have working load requirements)along with the locations now indicated on the roof. Therefore,the following sheets have been submitted: S0.01: Revisions to the drawing index which includes new sheets S1.07A and S7.03. S1.07: Some minor bubbled revisions along with referencing to new sheet S1.07A for all roof truss loading requirements(especially the PV Panels and Window Washing Anchor Requirements). S1.07A: New sheet clarifying all roof truss loading requirements including the PV Panels and Window Washing Anchor Requirements. S7.01: A few bubbled revisions for the window washing/fall restraint details along with an additional note to detail 1 referencing new details on S7.02 for exterior wall headers above the bottom chord of the trusses. S7.02: New details for clarification of exterior headers placed above the bottom chord of roof trusses along with new details for additional connection requirements for trusses supporting window washing anchors. 57.03: New sheet with details for the PV Panel sleeper requirements. Also attached are calculations sheets R7 through R14. Please contact us if you have any questions. S�FyR D PROFESS/ Sincerely, izNFF �D°v OREGON Randall S. Toma, P.E., S.E. `�G(y 2pOti Principal yogLL S Attachments: Structural Calculations and Structural Drawing Sheets Noted EXPIRES 6-30-22 PledJ��v�Wwipflrfi_ Job No. Desi L n B H T Designed by Date o�/n b(?PZl rage or STRUCTURAL ENGINEERS Sheet description _.. W Po►-nits-s��et� pasta•: „R•IUP�� P�RP�Notcut��L�lss �.• �esrX�r'1• t o4+t 9wv (3Glt4f�('L(afT')• `l'ii9K • 3gtl az.*�ezt�+-�5sns OW1 24.0.. f4bR tu'rA•2l �o'tcc tT neaLu� i S *"Au. V*PLOL-Lw C ) ap = tva arc• 4v10 siL.rbwpel(+. cs •-osati��stR -uLR (y)ss•••yss+�.l QT't�� rtsvoo.o.as � ua't•• a�0"(27• ia2o'" R-2 RISA 2D CALCULATIONS FOR SLEEPERS w/ PV PANELS PERPENDICULAR TO TRUSSES DEAD LOAD DISTRIBUTED EQUALLY TO ROOF TRUSSED FROM POINT LOADS ON REACTIONS -.021K .025K -0251 .0251 -025k -.0261 -02511 .025k SNOW LOAD DISTRIBUTED EQUALLY TO ROOF TRUSSED FROM POINT LOADS ON REACTIONS -1521 -.152k -.1521 _t82r. -_152c -152k _152K -.1521 I WIND LOAD DISTRIBUTED EQUALLY TO ROOF TRUSSED FROM POINT LOADS ON REACTIONS ..'SE .27,. _7.k 2—k 27°1 -275Y, -275k IFt LOAD COMBINATIONS Description Sol... PD... j SR._ j BLC Factor j BLC � Factor � BLC Factor I BLC j 1 [ Y DL 1 SL 1 'NL 2 DL+O.6'N r Y DL 1 SL WL .6 3 DL+0.755L*f7.454VL [ Y DL 1 SL .75 1^A .45 4 Deflection SL DL+0.8SL fJ Y DL 1 SL .8 WL 5 Deflection WLDL+0.42WL (r V DL 1 SL WL .42 6 Deflection WL:DL+0.6SL+0.315NL E Y DL 1 3L .6 t^JL .315 R3 DESIGN RESULTS FOR FLAT 4x10 MEMBER I Not Rolled Steel I Cold Formed Steel Wood I Aluminum I Stainless I Conaete I ❑/ [E L_ Member Shape I UCMax I LOCK I Shear... LOCIM I FCIkBQ Fr lksq FOrpmQ I FVlkep I R8 CL CP Eon 1 M7 4X10 351 10.938 .09711083 .214 .743 1.32 .18 11.263 .988 .143 3.9.3 2 2 Mt 4X10 .356 10.938 .098 11.083 214 .743 1.32 .18 11.263 .986 .143 3.&3 3 3 Mt 4X10 506 10.936 .140 11.083 214 .743 1.32 .18 11263 .988 .143 3.13 4 4 M1 4X10 290 10.938 .080 11083 214 .743 1.32 .18 11283 .998 .143 3.9.3 5 5 M7 4X10 264 10.938 .073 10.063 .214 .763 1.32 .18 11283 .968 .743 3.9-3 6 8 M1 4X10 .391 10.936 .108 11.083 .214 .743 1.32 .18 11263 .988 .143 3.9-3 Pm,ed Joh N. Client Localrori n g H T Designed by Date Page of STRUCTURAL ENGINEERS Sheet descnplim I I I i Pw+.• ate. Q�� P1Z+M Mo►�4�..K wii ti-i ZYz r.+o o,s-hulkna-ca 194"" ;st4.tS. (NsFc ?wl �t«x[ k russw-'tr "r-qac. p�Ct,aGup.1 C�/�n�rS� a1� ILS RISA 2D CALCULATIONS FOR SLEEPERS w/ PV PANELS PARALLEL TO TRUSSES DEAD LOAD DISTRIBUTED EQUALLY TO ROOF TRUSSED FROM POINT LOADS ON REACTIONS -.041k -.041k -.041k -.041k -.041k P11 u2 fi313'J4 Pic t�3v7 ria t:9 SNOW LOAD DISTRIBUTED EQUALLY TO ROOF TRUSSED FROM POINT LOADS ON REACTIONS -.2&'e -25k -.25k -.26k -i..S1311 H'_ �31 ^o fit WIND LOAD DISTRIBUTED EQUALLY TO ROOF TRUSSED FROM POINT LOADS ON REACTIONS 375k -375k WIND LOAD MOMENT REACTIONS ON TRUSSES 13 0P=. 0Ea LOAD COMBINATIONS 0 Combinations I Design (]D► Description Sol... PD... SR... I BLC Factor BLC Factor BLC I Factor SLC Factor I BLC 1 19 Y OL 1 SL 1 WL 2 DV0.6WL Pr Y OL 1 SL WIL .6 3 DL+0.758L+0.45WL PJ Y DL 1 SL .75 WL .45 4 DL«0.6WLN0.6WLIdoment [ Y DL 1 SL WL .6 4 .6 5 DL-0.758L*0.45WL-0.45WL Moment PJ Y DL 1 SL .75 WL .45 4 .45 6 Deflection SL DL+0.881- W Y DL 1 SL .8 WL 7 Deflection WLDN0.42WL Pr Y DL 1 SL WL .42 8 Deflection WL:DL+0.6SL-0.315WL W Y OL 1 SL .6 WL .315 DESIGN RESULTS FOR FLAT 410 MEMBER 19C) a Nat Rolled Steel Cold Formed Steel Wood I Aluminum j Stainless j Concrete o F47,7 L-1 F.lemoer j Shape UC flax j LOCI61 Shear... I Locjfl] I Filks7 FY[nil j FN Pdefl FV flail] ( RS CL CP Eqn 1 M LI1 4X10 .254 3.75 .116 8 288 .743 1.32 18 10A28 .99 .192 39-3 2 2 I'll 4x10 .225 3.75 .103 8 .288 .743 1.32 .18 10428 .99 .192 3.9-3 3 3 Ill 4X10 .341 3.75 .156 8 .288 .743 1.32 .18 10428 .99 .192 3.9-3 4 4 Ill 4X10 .265 3.75 .124 3875 .288 743 132 18 10428 99 .192 3.9-3 5 5 1.11 - 4X10 .372 375 .173 3875 .288 743 1.32 18 10428 99 .192 3.9-3 6 6 1J1 4X10 .210 3.75 .096 8 .288 .743 1.32 18 10428 99 .192 3.9-3 7 7 I'll 4X10 .168 3.75 .077 8 .288 .743 1.32 .18 10,428 .99 .192 3.9-3 8 8 I'll 4X10 .266 3.75 .122 8 .288 743 132 18 10.428 .99 .192 3.9-3 &Y.%C) pyfAJ-`(StS 141 0 wPv/v6[Q: Ms25,000. st T rc,.r,� JOOAu�cCt�S �P�[ulRtcatS 5. woo4ft"D' v• 2 �c�.st�.u��ta t�jj2) • " •6o4xNCtyXw•+Sli� I FALL RESTRAINT SUPPORT, PIE ROOF TRUSS I I PLACEDSIMPSO CRO STRAP By OTHERS ATTACHMENT AT 24••c.TYP I PUCED ACROSS 2xFUT By OTHERS Y DASHED LINE INDICATES I AND 6x BUM APPROX.FALL RESTRAINT TOP OF ROOF SHEATHING BASE PL BY OTHERS.FALL 1 •Ti1 I ENO NAILS TO2x12.S�P RESTRAINT POST SHALL BE DIRECTLY CENTERED I I REFERENCE ID5T.01 - MIN.2xBTOP — BETWEEN TRUSSES 1 1 C D ♦ / Sa10BLXGF0RFALL SF BLMG FOR ATTACHMENT ♦ / / RESTRAINT BY OTHERS ,o OF FALL RESTRAINT BY ♦ / / SPACED AS SHOWN. TYP. • •I I OTHERS.TYP. �/ N ♦ / ATTACH AT EA.END • 11 vL,21' Z36 ♦ ♦ / WITH SIMPSON AM —-- -- I I • - r• r-------- .. .-- . CUP,(4) TOE NAILS. --- -- F -------- AND 82d SOX END L(D41ZM1T•LxL. i . • ♦ NAILSI• •1 •lH'1L4L'S�.'2)•202FLATATTAOHED TOSIDE • • MIN OF TRUSS CHORDS FOR W L 8A LTAPERED PIE ROOF — —"F ATTACHMENT,TYP,FASTEN w/ TRUSSES STAW S 16tl YP.AT OP& P P STAGGERED,TVP.AT TOP 6 SIMPSO0514 STI I BOT.CHORDS(MIN.TOTAL OF M STRAPS PLACED TO I I 2x6 FLAT ON&SU-G FOCENTERED BLN'G PARALLEL TO TOTR SS TO ATTACH EA.3x12 (Z51 �I' ROOFTRUSSES I I TOTABLK'GFORMIN. TO TRUSS) �/� �)D}r I I TOTAL LENGTH OF 6'4P NOTES FOR ROOF TRUSS MANUFACTURER: @ INDICATES LOCATION OF t. P INDICATES LOCATIOWDIRECTION 5150p ULTIMATE LOAD FOR FALL- ALL ALL RESTRAINT FASTENER 1 1 2x6 FLAT BLMG PUCED RESTRAINT SUPPORT IN OPPOSITE DIRECTIONS ON THE SAME TRUSS— FOR BASE PLCONN.BY 1 1 INLINEWft BLX'GON OR INDICATES LOCATICNIDIRECTION 2000%ULTIMATE LOADFOR FALL OT (6 1 I EA.ADJACENT BAY RESTRAINT SUPPORT IN THE SAME DIRECTION ON THE SAME TRUSS EA.PL 2. UTILIZE ADDITIONAL WEB BLWG AS REO'D FOR LOAD SUPPORT FALL RESTRAINT SAFETY ANCHOR PARTIAL ROOF PLAN AT TYP TRUSS BLOCKING ATTACHMENT AT TYP TRUSS aLLL RESTRAINT SAFETY ANCHOR BLOCKING rt4oAWrtGClo 1• 2�6C8)A 2+>q(4)+ 6So +' pl0 -!F 6Xlo{ID tL/t12D42 I uF` i .u-c�.�Lc. (�5c+�-X•3/,.ro) t t2�ca)+2�q(4)Y'�fi)• �t�t* tt/�l'Lrll2 r YOA+t/`^�'w..tb• Tb[��•t♦X9,7 - '!'�12� L P/(y,'ff.L1Si L UULMFl6 1bG4♦X3)' 6-t�8+ r � � a C T a-Q> COMPANY PROJECT WoodWorksOD Oct. 12,2020 18:18 6x10 Loadcaset.wwb Design Check Calculation Sheet Sizer 6.2 LOADS I lbs,psf,or plf) Load Type Distribution Magnitude Location [ft] Pat- Start End Start End tern Loadl Im act Point 6000 0.81 No MAXIMUM REA TI lbsand BEARING L (in) : 0, l'-7.r Dead 10 10 Live 3000 3000 Total 3010 3010 Bearing: Load Comb #2 #2 Length 1.00 1.00 Timber-soft, D.Fir-L, No. 1, 6x10" Self-weight of 12.41 plf included in loads; Lateral support:top=at supports,bottom=at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using Nos 2001 Criterion Analysis Value Design Value Anal sis/Desi n Shear fv = 86 Fv' = 340 fv/Fv' = 0.25 Bending(+) fb = 354 Fb' = 2700 fb/Fb' = 0.13 Live Defl'n 0.00 = <L/999 0.05 = L/360 0.03 Total Defl'n 0.00 = <L/999 0.08 = L/240 0.02 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 170 2.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 1350 2.00 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = I, V = 3010, V design = 3000 lbs Bending(+) : LC #2 = I, M = 2442 lbs-ft Deflection: LC #2 = 1 EI= 629e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D-dead L=live S=snow W-wind I-impact C=construction CLd-concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. rc-q COMPANY PROJECT Q) WoodWorks® sanwnat voa woon uesiev Ori. 12,2020 18:19 6x10 Loadcase2.wwb Design Check Calculation Sheet Sizer 6.2 LOADS (lbs,psf,or plf) Load Type Distribution Magnitude Location (ft T!N..�]Start End Start End Loadl impact Point 3501 0.50 Load2 Im act Point -3501 1.13 N MAXIMUM REACTIONS lbs and BEARING LENGTH (in) : 0' V-7.9" Dead 10 10 Live 1347 Uplift 1336 Total 1357 10 Bearing: Load Comb #2 #0 Length 1.00 1.00 Timber-soft, D.Fir-L, No. 1, 6x10" Self-weight of 12.41 plf included in loads; Lateral support:top=at supports,bottom=at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 Criterion jAnalysis Value Design Value Anal sis/Desi n Shear fv = 38 Fv' = 340 fv/Fv' = 0.11 Bending(-) fb = 97 Fb' = 2700 fb/Fb' = 0.09 Live Defl'n 0.00 = <L/999 0.05 = L/360 0.00 Total Defl'n 0.00 = <L/999 0.08 = L/240 0.00 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 170 2.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'- 1350 2.00 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = I, V = 1336, V design = 1336 Its Bending(-) : LC #2 = I, M = 670 lbs-ft Deflection: LC #2 = I EI= 629e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D--dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Total Dead Load 31 psf Snow Load 25 psf Wind Uplift 41 psf In-Plane Anchor 1875 #-ft Out-of-Plane Anchor 1875 # D+S 0.6D-0.6W Left Side Grid Truss Length Left Dimension Right Dimension Left Right Left Right Grid A 23.9 16.4 7.5 1338 1338 -143 -143 23.9 8.1 15.8 1338 1338 -143 -143 23.9 6.1 17.8 1338 1338 -143 -143 Grid B 30.3 18.3 12 1697 1697 -182 -182 23.9 4.4 19.5 1338 1338 -143 -143 23.9 5.9 18 1338 1338 -143 -143 23.9 9.4 14.5 1338 1338 -143 -143 23.9 11.4 12.5 1338 1338 -143 -143 Grid 7 29.5 13 16.5 1652 1652 -177 -177 Grid F 23.8 5.8 18 1333 1333 -143 -143 23.8 13.1 10.7 1333 1333 -143 -143 Grid G 30.4 14.2 16.2 1702 1702 -182 -182 30.4 4.6 25.8 1702 1702 -182 -182 30.4 6.1 243 1702 1702 -182 -182 p Total Dead Load 31 psf Snow Load 25 Psf Wind Uplift 41 psf In-Plane Anchor 1875#-ft Out-of-Plane Anchor 1875# In-Plane Toward Left In-Plane Toward Right D+0.755.0.751n-Plane Toward Left for left D+0.755+0.751n-Plane Toward Right for Right 0.6D.(0.45W+0.751NP)or 0.6D-0.6W or 0.6D-INP for Right 0.6D{OA5W.0.751NP)or 0.6D.O.6W or 0.60-INP for Left Left 5ide Grid Truss Length Left Dimension Right Dimension Left Right Left Right Grid A 23.9 16.4 7.5 1248 -143 -143 1248 23.9 8.1 15.8 1248 -143 443 1248 13.9 6.1 17.8 1248 443 -143 1248 Grid 8 30.3 18.3 12 1554 -182 .181 1554 23.9 4.4 19.5 1248 -143 .143 1248 23.9 5.9 18 1248 443 -143 1248 23.9 9.4 14.5 1248 -143 -143 1248 23.9 11.4 12.5 1248 -143 -143 1248 Grid 7 29.5 13 16.5 1515 -177 -177 1515 Grid f 23.8 5.8 18 1243 -143 -143 1243 23.8 13.1 10.7 1243 443 -143 1243 Grid G 30.4 14.2 16.2 1559 -182 -182 1559 30.4 4.6 25.8 1559 -182 -182 1559 30.4 6.1 24.3 1559 -182 -182 1559 Total Dead Load 31 psf Snow Load 25 psf Wind Uplift 41 psf In-Plane Anchor 1875 #-ft Out-of-Plane Anchor 1875 # Out-of-Plane Reactions Down Out-of-Plane Reactions Up Left Side Grid Truss Length Left Dimension Right Dimension Left Right Left Right Grid A 23.9 16.4 7.5 1630 2154 -438 -961 23.9 8.1 15.8 2119 1666 -926 -473 23.9 6.1 17.8 2236 1548 -1044 -355 Grid B 30.3 18.3 12 2064 2357 -552 -845 23.9 4.4 19.5 2336 1448 -1144 -255 23.9 5.9 18 2248 1536 -1056 -344 23.9 9.4 14.5 2042 1742 -850 -550 23.9 11.4 12.5 1925 1860 -732 -667 Grid 7 29.5 13 16.5 2254 2087 -782 -615 Grid P 23.8 5.8 18 2248 1527 -1060 -339 23.8 13.1 10.7 1816 1958 -629 -770 Grid G 30.4 14.2 16.2 2262 2169 -745 -652 30.4 4.6 25.8 2706 1725 -1189 -208 30.4 6.1 24.3 2636 1795 -1120 -278 N Total Dead Load 31 psf ®Exterior Wall Snow Load 25 psf Interior Wall Wind Uplift 41 psf In-Plane Anchor 1875 A-ft •iLhS iS lPrJLDMIPaN[ Out-of-Plane Anchor 1875 p 9-1\ICA '"'& IS SPOSP CN 9Ra� ICIPO LMrC 904QA4111114 (C V,XJhC4* P" QVLA" OrT tNORK+xJ6x w+o FNAs 11LOR-I gift MAXIMUM REACTIONS MINIMUM REACTIONS Lek Side Grid Truss Length Lek Dimension Right Dimension Lek Right Left Right Grid 23.9 16.4 7.5 , 2154 -961 23.9 8.1 15.8 2119 10`66 -926 -473 23.9 6.1 17.8 2236 1548 -1044 -355 Grid B 30.3 18.3 12 2064 2357 -552 -845 23.9 4.4 19.5 2336 1448 -1"_41 -255 23.9 5.9 18 2218 1536 -1056 -344' 23.9 9.4 14.5 t 2042 1742 850 -550 ;- 23.9 11.4 12.5 192; 1860 732 -667 all interior between grids 8.2 and C.1 Grid 29.5 13 16.5 2254 X087 -782 6S Grid F 23.8 5.8 18 2248 1527 -1060 -339 23.8 13.1 10.7 :7816 1958 -629 -770 Grid 30.4 14.2 16.2 2262 2169 -745 6521 30.4 4.6 25.8 2706 x,725 -1189 30.4 6.1 24.3 -1:20 Exterior Wall Working Anchor Loads MAX MIN Exterior Wall MAX MIN 2357 -1060 2357 -1060 Interior Wall MAX MIN Interior Wall MAX MIN 2706 -1189 2706 -1189 Ultimate Anchor Loads Exterior Wall MAX MIN 3574 -2393 Ratio to Working 1.52 2.26 Interior Wall MAX MIN 6aQfm dl--W? rt [In1-4wM IV1,16 tA-I+Ck PeN Vv"O K Zxco_Tap t) 4125 -2617 :•PC[O6p C.L-YL PILLTeP• ot+l� 2�1 o(n�jps}p sZfe fob �p,p�p Ratio to Working 1.52 2.20 I�nl(t .k1r1A.S Design Working for Connettors 4017 2 oV GLwPS F(L t3QC'crL f � � t' lo'y[0.0'yx1.6X4� .f L�j# Exterior Wall MAX MIN (Z)►s'3A C413OA-Cali tv2-CPA. `)s u. LLhu Interior Wall MAX MIN qs � sla.vcz.sau• Ikul, CL) tXIP4S glgppt Yb &U-An,$ t4S j;)Ll • t59o� >,��+ �r cP C%%#&%f _LV-kAA%T sly �*nMC4c►►L V4NOt5f+.( rw/ (4•j16A air*4wu. Pap l.s-Is•1S7• \�tt(4)Lo.t'1'L1.L�} Tt5 o'A 1�I1S�J 1'+J°l bN o Ci-14 COMPANY PROJECT WoodWorks® sortWUE Pov WOpO ws,Gx Jan.6,2021 10:34 dbl top plate at exterior.wwb Design Check Calculation Sheet Sizer 6.2 LOADS (lbs,psf,or pif) Load Type I Distribution Magnitude Location (ft] Pat- Start End Start End tern Loaci Dead Point 610 061 No Load3 Snow Point 610 0..61 No MAXIMUM 1 0' V-2.51' Dead 305 308 Live 303 307 Total 60B 615 Bearing: Load Comb #2 #2 Length 1.00 1.00 Lumber-soft, D.Fir-L, No.2, 2x6" Self-weight of 1.96 plf included in loads; Lateral support:top=full,bottom=at supports;Oblique angle:90.0(deg]; Analysis vs.Allowable Stress (psi)and Deflection(in)using NDS 2001 : Criterion Analysis Value Desi a Value Anal Ai Qesi n Shear x-x fv - 0 Fv' - 288 fv Fv' = 0.00 y-y fv = 112 Fv' = 288 fv/Fv' - 0.39 Biaxial fvx / Fvx' + fvy / Fvy' - 0.39 Bending(+) x-x fb - 0 Fb' = 1672 fb/Fb' - 0.00 y-y fb = 2149 Fb' - 2153 fb/Fb' - 1.00 Biaxial -3.9-3: fbl/Fbl' fb2/Fb2'/(1-(fbl FbE)^2) - 1.00 Live Defl'n -0.02 - L/923 0.04 = L/360 0.39 Total Defl'n -0.04 = L/368 0.06 = L/240 0.65 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.60 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fvy' 180 1.60 1.00 1.00 - - - - 1.00 1.00 - 2 Fb'+ 900 1.60 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Eby' 900 1.60 1.00 1.00 1.000 1.300 1.15 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Snow load - 1.60 Shear : LC #2 = D+S, V - 615, V design - 614 lbs Bending(+)- LC #2 - D+S, M - 369 lbs-ft Deflection: LC #2 = D+S EI= 33e06 lb-in2 Ely- 2e06 lb-int Total Deflection - 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C-construction CLd=Concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC APPROVED REVISION 3v� aplg - 00 3y3 DRAWING INDEX LIST OF ABBREVIATIONS 7a, ki z - �-_S 1 3 cy )oY SIE A A.B. ANCHOR BOLT MAX. MAXIMUMl S0.01 DRAWING INDEX AND LIST OF ABBREVIATIONS ABV ABOVE MECH MECHANICAL I , J SCOTTIEDWARDS ARCHITECTURE LLP. S0.02 GENERAL STRUCTURAL NOTES ACI AMERICAN CONCRETE INSTITUTE MEP MECHANICAL, ELECTRICAL, PLUMBING 2525E 8u ADD'L ADDITIONAL MFR, MANUF. MANUFACTURER Burnside Street, Portland, OR 97214 S0.03 GENERAL STRUCTURAL NOTES CONTINUED AESS ARCHITECTURALLY EXPOSED MID. MIDDLE phone: 3) 226-3617 www.seallp.com STRUCTURAL STEEL MIN. MINIMUM S0.04 STATEMENT OF SPECIAL INSPECTIONS AF&PA AMERICAN FOREST & PAPER MISC. MISCELLANEOUS So.05 TYPICAL SHEET NOTES ASSOCIATION ML MATCH LINE AISC AMERICAN INSTITUTE OF STEEL MT MAGNETIC PARTICLE TESTING S1.01 FOUNDATION PLAN CONSTRUCTION MTL METAL S1.01A STEM WALL PLAN ALUM. ALUMINUM MTL STD METAL STUD �FD oFFs �5 I s% ALT. ALTERNATE (N) NEW �� G71253FFj� 9 S1.02 SECOND FLOOR PLAN ANSI APPROVED AMERICAN NATIONAL N NORTH STANDARD NDS NATIONAL DESIGN SPECIFICATION FOR OREGON S1.02PT SECOND FLOOR POST-TENSION PLAN APPROX. APPROXIMATE WOOD CONSTRUCTION �iy Doti ARCH ARCHITECT, ARCHITECTURE NF NEAR FACE gy�A(i S1.02RB SECOND FLOOR BOTTOM REINFORCING PLAN ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS NIC NOT IN CONTRACT ASTM AMERICAN SOCIETY FOR TESTING AND NO, # NUMBER EXPiREs 6-30-22 S1.02RT SECOND FLOOR TOP REINFORCING PLAN MATERIALS NOM NOMINAL S1.02S SECOND FLOOR STUD RAIL PLAN AWC AMERICAN WOOD COUNCIL NTS NOT TO SCALE AWS AMERICAN WELDING SOCIETY OC, o.c. ON CENTER S1.03 THIRD FLOOR FRAMING PLAN BLDG BUILDING OD OUTSIDE DIAMETER BLK BLOCK OF OUTSIDE FACE S1.04 FOURTH FLOOR FRAMING PLAN BLK'G BLOCKING OPNG OPENING BLW BELOW OPP. OPPOSITE 72nd and Baylor S1.05 FIFTH FLOOR FRAMING PLAN BM BEAM ORIG. ORIGINAL S1.06 SIXTH FLOOR FRAMING PLAN B.O. BOTTOM OF OSSC OREGON STRUCTURAL SPECIALTY CODE Job Number: 13519 B.O. BLOCK OUT OWJ OPEN WEB JOIST S1.07 ROOF FRAMING PLAN B.O.C. BOTTOM OF CONCRETE PAF POWDER ACTUATED FASTENER SW 72ND AVE & SW BAYLOR ST B.O.F. BOTTOM OF FOOTING PART. PARTITION TIGARD, OR ASI 04 1.07 LO DING P N BOT. BOTTOM PC PRECAST S3.01 FRAMING ELEVATIONS BRBF BUCKLING RESTRAINED BRACED FRAME PCF POUNDS PER CUBIC FOOT BRG BEARING PCY POUNDS PER CUBIC YARD S3.02 FRAMING ELEVATIONS BTWN BETWEEN P/E PRE-ENGINEERED C to C, c.c. CENTER TO CENTER PERIM. PERIMETER RECEIVED S3.03 FRAMING ELEVATIONS C.G. CENTER OF GRAVITY PERP. PERPENDICULAR S3.04 FRAMING ELEVATIONS CIP CAST IN PLACE PL PLATE JAN 11 1011 CJ CONTROL JOINT, CONSTRUCTION JOINT PLCs PLACES CITY OFTr,&W S3.10 WALL SECTIONS CJP COMPLETE JOINT PENETRATION PLF POUNDS PER LINEAR FOOT BUlLD{wDfV151K7td CL CENTERLINE PLY., PLYWD PLYWOOD S3.11 WALL SECTIONS CLR CLEAR PP PARTIAL PENETRATION S3.12 WALL SECTIONS CLSM CONTROLLED LOW STRENGTH MATERIAL PSF POUNDS PER SQUARE FOOT CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH S3.13 WALL SECTIONS CTSK COUNTERSUNK PSL PARALLEL STRAND LUMBER (PARALLAM) COL. COLUMN PT POST TENSION(ED) OFFICE COPY S3.14 WALL SECTIONS CONC. CONCRETE P.T., PT PRESSURE TREATED CONN. CONNECTION, CONNECT PVC POLYVINYL CHLORIDE S3.15 WALL SECTIONS CONST. CONSTRUCT(ION) REF. REFERENCE S5.01 TYPICAL CONCRETE DETAILS CONT. CONTINUE, CONTINUOUS REINF REINFORCING, REINFORCEMENT CTR CENTER REQ'D REQUIRED S5.02 CONCRETE DETAILS CY CUBIC YARD RET. RETURN(S) S5.03 CONCRETE DETAILS DBA DEFORMED BAR ANCHOR REV. REVISION DBL DOUBLE RETN'G RETAINING S5.11 TYPICAL PT CONCRETE DETAILS DEMO DEMOLISH(ED) S SOUTH DET. DETAIL SS STAINLESS STEEL S5.12 PT CONCRETE DETAILS DF, DFL DOUGLAS FIR, DOUGLAS FIR-LARCH SC SLIP CRITICAL DIA., 0 DIAMETER SCHED SCHEDULE S5.21 CONCRETE COLUMNS SCHEDULE AND DETAILS DIAG. DIAGONAL SECT. SECTION S6.01 TYPICAL FRAMING DETAILS DIM. DIMENSION SF SQUARE FEET DIAPH. DIAPHRAGM SFRS SEISMIC FORCE RESISTING SYSTEM S6.02 TYPICAL FRAMING DETAILS DL DEAD LOAD SHT SHEET DKG DECKING SIM. SIMILAR S6.03 FRAMING DETAILS DWG DRAWING SJI STEEL JOIST INSTITUTE S6.04 FRAMING DETAILS (E), EXIST., EXIST'G EAST EXISTING SL SNOW LOAD E S.O.G. SLAB ON GRADE A B H T EA. EACH SPEC. SPECIFICATION S6.05 FRAMING DETAILS EF EACH FACE SQ., SQUARE STRUCTURAL ENGINEERS S7.01 TYPICAL ROOF FRAMING DETAILS EL ELEVATION SSMA STEEL STUD MANUFACTURER'S S7.02 ROOF FRAMING DETAILS ELEC. ELECTRICAL ASSOCIATION ELEV. ELEVATOR STD STANDARD AsS7.03 ROOF FRAMING DETAILS EMBED. EMBEDMENT STL STEEL EN EDGE NAILING STRUCT. STRUCTURAL S8.01 STAIR FRAMING PLANS ENGR ENGINEER SYM SYMMETRICAL EQ. EQUAL(LY) SYS SYSTEM S8.02 STAIR FRAMING PLANS EQUIP. EQUIPMENT T & B TOP AND BOTTOM S8.03 STAIR FRAMING ELEVATIONS ES EACH SIDE T & G TONGUE AND GROOVE EW EACH WAY TEMP. TEMPORARY S8.04 STAIR FRAMING DETAILS EXP. EXPANSION THK THICK EXT. EXTERIOR, EXTENSION, EXTEND THR'D THREADED FAB FABRICATE(D) THRU THROUGH FF FAR FACE T.O. TOP OF FIN. FINISH T.O.C. TOP OF CONCRETE FLR FLOOR T.O.F. TOP OF FOOTING, TOP OF FLOOR FN FIELD NAILING TOP'G TOPPING FND FOUNDATION T.O.S. TOP OF SLAB F.O.C. FACE OF CONCRETE T.O.W. TOP OF WALL F.O.S. FACE OF STUD TRANS. TRANSVERSE F.O.W. FACE OF WALL TYP. TYPICAL FRP FIBER REINFORCED POLYMER U.N.O. UNLESS NOTED OTHERWISE FRT FIRE RETARDANT TREATED UT ULTRASONIC TESTING FT, ' FOOT, FEET VERT.(S) VERTICAL, VERTICALS FTG FOOTING VIF VERIFY IN FIELD GA. GAGE W/ WITH GALV. GALVANIZE(D) W WEST GB GRADE BEAM WA WITH ABOVE GDR GIRDER WB WITH BELOW GEN. GENERAL WD WOOD GL GLULAM WF WIDE FLANGE GLAZ. GLAZING WL WIND LOAD GR. GRADE W/O WITHOUT GYP. GYPSUM (BOARD) W.P. WORK POINT HD'D HEADED WPS WELDING PROCEDURE SPECIFICATION HDG HOT DIPPED GALVANIZED WT WEIGHT HDR HEADER WWF WELDED WIRE FABRIC HORIZ. HORIZONTAL(S) HSS HOLLOW STRUCTURAL STEEL HT HEIGHT IBC INTERNATIONAL BUILDING CODE ICC INTERNATIONAL CODE COUNCIL ID INSIDE DIAMETER IF INSIDE FACE IN, " INCH(ES) Yw? INFO. INFORMATION REVISIONS 10.23.2020 o INT. INTERIOR 0 JST JOIST ASI 04 10.15.2020 JT JONT = o W K KPI(S) KLF KIPS PER LINEAR FOOT CONSTRUCTION SET 06.12.2020 In U KP KING POST BID SET 03.13.2020 In J a KSF KIPS PER SQUARE FOOT PERMIT SET 12.19.2019 a a w KSI KIPS PER SQUARE INCH ~ LB POVEN (S) ISSUE DATE W U_ AD z m O LLH LONG LEG HORIZONTAL Drawing: 3 p z LLV LONG LEG VERTICAL Fe z w LONG. LONGITUDINAL o , cn DRAWING INDEX w a z LSL LAMINATED STRAND LUMBER (TIMBERSTRAND) AND LIST OF w Z Z LVF LOW VELOCITY FASTENER(S) ABBREVIATIONS a a LVL LAMINATED VENEER LUMBER v _ (MICROLLAM) z H = w U = o QH ? Sheet No: ILI Lu x H x � 0 somol SHEET NOTES: 1. FE NC "R OF A NG HE T N TE " ON H T S 05. 2. DASHED LINES INDICATE APPROXIMATE LOCATIONS OF PV PANELS ASI 04 AND ROOFTOP MECHANICAL EQUIPMENT. REFERENCE SHEET S1.07A FOR ALL ROOFTOP LOADING REQUIREMENTS BEYOND THE TYPICAL DEAD SCOTTIEDWARDS ARCHITECTURE LLP. LOADS AND SNOW LOADS INDICATED WITHIN THE GENERAL S1 E STRUCTURAL NOTES. PV PANEL AND WINDOW WASHING ANCHOR 2525 E Burnside Street, Portland, OR 97214 SUPPORT REQUIREMENTS ARE ALSO SHOWN ON SHEET S1.07A. phone: (503) 226-3617 www.seallp.com KEYNOTES: INDICATES P/E WOOD ROOF TRUSSES AT MAXIMUM 24" o.c. 0 INDICATES 2x8 ELEVATOR OVERRUN ROOF JOISTS AT MAXIMUM 24" o.c. iED PR C, 0 HATCHED AREAS INDICATE APPROXIMATE EXTENT OF ROOF ��``��G I NFFS'°9 OVERFRAMING TO CREATE REQUIRED ROOF SLOPES. REFERENCE AND n2 r VERIFY WITH ARCHITECTURAL DRAWINGS. A A.1 B B.2 C C.2 D D.2 E F F.1 G GA OH Q DASHED LINE INDICATES SIMPSON CMSTCI6 STRAP PLACED OVER OREGON ASI oa SHEARWALL/GLULAM BEAM BELOW WHERE OCCURS, STRAP SHOWN y �y 9 �� P OFFSET ON PLAN FOR CLARITY. EXTEND STRAP AS SHOWN. INSTALL Ap�ALL OVER FLOOR / SHEARWALL SHEATHING AND PROVIDE 2x4 FLAT BLOCKING AS REQUIRED FOR FULL LENGTH OF STRAP. PROVIDE EXPIRES 6-30-22 21'-10" 5'-1" 20'-3" 13'-W 3'-10" 1T-3" 8'-1" 25•-4" '-0" 23'-,0" ;6 19'-4" FASTENERS IN EVERY HOLE PER MANUFACTURER REQUIREMENTS. O5 INDICATES WALL AS PART OF SHAFT ASSEMBLY TO EXTEND TO 1 z I I UNDERSIDE OF SHEATHING (REF. ARCH. FOR ALL INFORMATION). sao FLOOR SHEATHING SHALL EXTEND OVER SHAFT STUD WALL (REF. ARCH. FOR SHEATHING EDGE / SHAFT STUD ALIGNMENT). I ( I I I I INDICATES 2x4 ATTACHED TO WALL ON EACH SIDE WITH SIMPSON 72nd and Baylor TYP. 2 HU24TF HANGERS. 7.01 I PLYWOOD SHEATHING TO CHANGE DIRECTION AND SPAN FROM Job Number: 13519 CORRIDOR WALL TO ADDED 2x4. _ _ _ _ _ SW 72ND AVE & SW BAYLOR ST 1 — 1I — Oi INDICATES 2x8 ATTACHED TO FRAMING ON EA. SIDE WITH TIGARD, OR I I I I SIMPSON LUS28 FACE HANGER. I I = =J I ® INDICATES 2x4 ATTACHED TO WALL ON EA. SIDE WITH SIMPSON HU24TF HANGER. -- III I SA INDICATES 2x4 ATTACHED TO FRAMING ON EA. SIDE WITH SIMPSON LUS24 FACE HANGER. L J L---,' 1 I N-1:1 I I II I I I�— — PLYWOOD SHEATHING SHALL SPAN BETWEEN THE 2x6 SHAFT STUD WALLS ON EA. SIDE. , --- I 1 L _J L _J I 1 1 1 REF.SHEET NOTE# TV. –1 --i"' ASI 04 — — — — — L —= Ir J L J I 1 I I I II 11 I 1 4 1 I ___ _J L J I L_J TIL - - - - - - II of r- 1 --- � — Ii it 1 1 i i 11 -7— L L_J L_______ __J I I I OTYP C? I II 1 I II 1 1 I I N I I I 1 I I I 1..1 I_ _ _L,} 1 1 I I 1 I `----------� I I 1 I 1 1 1 I 1 I I I I I 1 1 I 1 I L-J 1 I I I 1 I I I I 11 I I I 4 �N 1 1 O L J L J 1 J I O I I III II I I I II I II W I I I I I o_ -- I 11 I II 1OTYP. AS104 I 11 r__________� 7 - - -- - - - - - - _..I, 1 1 I � I I TVP' I I - -- - II I r-----_____-i 7.01 I I I _.� I —4 -- ----- -- . .... N r------ I r' I TYP. I a __ TYP. r_______'Il-� N i 11 i 11 i i i EA.SIDE I i i i i ... L ASI 04 I J( I 1 I i i I Q ' I ' .'.a — - - J I ' ' i ASI Oa STRUCTURAL ENGINEERS 11 I 1 ni.I. ii. I 1 11 11 1 1 1 1 I I I I 1 1 I I I I I I :?::}:F 1 I i 4 ' ' I 1 [ I 1 I I II i i i i 1.. 7 1 1 1 P. :: ::'::'::::'��:::': 1 1 1 7 1 _ I 4. z :i:i}.: — _ 1 I F 6 I TYP 4 0 III I 11 i i i 1 2 .... .... 1 1 D- I 1 1 5 6 I 'MM y1 1 V '.r .'.'r:c:::: 1 1 I I i i 1 TYP I L_ _J L ' ' 6 5 – 1 I . .... .. ....... ........... – . .::.:'... L J 9 I g I 1 I ;. 3 : L-- -- --- J t I .: 3 I- I I 1 1 1 I I 7 1 I I I 7. I I I I I I 7 AArlidl :......... ..................... ....... ...... I I I i:: :? is i`i:ii ii':i :ci5i C_iii: :'ii7:'::'::' ..... ... 9 1 1 ::i'i:. .AT I I .:::i7i:i: lii??:: ::_:i:!:iiia:li:i?i: :i:!i: ::�:'.i::iii'r'iiFi:. 7.01 I1 I ' - - - - - - - — :: ;•i•.i:::"iii:;:••ii:'i:: ;.i:•ii'ii:'iii ::; I . . ... .. 4 .. ..... ...... ...... ...... . 9 .. ... .... . ..;•. ..... ... . ... . ............. ...... ...... .. r , ............. ........ .. 9 .. ... n.. ... ...... ...... ...... ............. ...... ...... .. . ...... .. . I ............. ..... ........................... ................ ...... ....5-0.... .. ....... .............. ............. . .. ...... ...... ............: ::: .::.... �::: ::::.�:':::._: '::.. . ...... ....... .. ............................. ..................... .. .... ...... 3 .............. ............................ ...... .............. .... ,-�� .. ...... ...... ...... ...... ...... ...... ........... ............... . ........ ....... ....... ....... .....................................f.......... ... ... ..... ...... ... ...... ...... ...... ...... ..... ...... ...... ... ... ... .... ..... ...... ...... ...... .............. ...... .... , .. ..,............................................ ...... ... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ... .... ...... ....... .... ............................ ............................... ........... ...... .. ............... . ... ............. ....... ......................... SI 04 ..... ...... ...... ...... ...... ...... ..... ....... ............................................. ........................................................ .. .... ..... ...... ... ...... ...... ...... ...... ...... ...... ...... ...... ...TYP.... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... .... ® I ................................................. ...... ...... ...... ...... ..... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... .. 1 ..... ............. .... ............................ .................... ..... .... ........ ................................................. ............. .................. --- -- .. ...... ...... ...... ...... ...... ...... ..... ....... .................... .................................. ................................................ .. .... .... ...... ...... ...... ...... ... ... ..... ..... ..... ... ... ...... ...... ...... ...... ............. ...... ............ ....... ...... .... r ................................................. ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... . .... ...... .. .. ...... ...... ..... ...... ...... ...... ...... .. .. .. ... ... ...... ...... ...... ...... ...... ............. ...... ...... ...... ...... .... 1 ......... ........................................ ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... . .... ...... . --- -- ---.I - Ior IN - 6.A Typ AS 04 — `1 I A 04 ' -- ' ' -_- ' I I ' 5 >�� i I i __ ___ r _= or __ ___ N L __ I __ ___ J L_ 1 1 _ 1 j 0— 1 ___ __ ___ _ __ _ _ _ I J L 11370115TY I I I I MECH.UNITS,TYP.,I I I I 1 11 1 I II (REFERENCE 1 11 6.6 I I I SHEET NOTE#2) I I I I a I I J I— I --_ r - r –� __ i _� r__ i __ r –1 __ r–� a-L _– — _� r– –�I r – t r– – i-- r– •� – , — L L — 1 I II II I I I I I I I 15i DEI I I I I I re LU on I I I I I I I I I I I I I I I I ?o I I I I I I I I I I I I I I I REVISIONS 10.23.2020 Q O I..: ASI 04 10.15.2020 p CONSTRUCTION SET 06.12.2020 w Cn LU UL) BID SET 03.13.2020 ca i4 CL a w PERMIT SET 12.19.2019 z m O _ = ISSUE DATE ROOF FRAMING PLAN e „ ,, �,. oz Drawing: � Zw W a Z ROOF FRAMING � Q0 PLAN wZZ � a � zlw3: 3 Lu U = F oar W w O Sheet No: N _ 1=-- 0 § Slm07 SHEET NOTES: 1. THIS SHEET HAS BEEN PROVIDED FOR ADDITIONAL LOADING FOR THE ROOF P/E TRUSSES DESIGN ONLY ALONG WITH SUPPORT REQUIREMENTS FOR PV PANELS AND WINDOW WASHING ANCHORS. PLEASE REFERENCE S1.07 FOR ALL OTHER STRUCTURAL INFORMATION. REFERENCE ARCHITECTURAL, MEP, AND SOLAR DRAWINGS FOR ALL OTHER INFORMATION. 2. - f - • INDICATES APPROXIMATE LOCATION OF CONTRACTOR SCOTTIEDWARDS ARCHITECTURE LLP. DESIGNED PV PANEL STANCHION SUPPORT, REFERENCE SOLAR DRAWINGS FOR MORE INFORMATION. 2525 E Burnside Street, Portland, OR 97214 phone: (503) 226-3617 www.seallp.com - - - - INDICATES CONTINUOUS FLAT 4x10 SLEEPER PLACED ON TOP OF ROOF SHEATHING AND ATTACHED TO ROOF P/E TRUSSES FOR PV PANEL STANCHION SUPPORT, REFERENCE 1/S7.03 FOR MORE INFORMATION. 3. INDICATES APPROXIMATE LOCATION OF WINDOW WASHING ANCHORSRED PROFFS FOR WINDOW WASHING ACCESS TO THE NORTH AND EAST BUILDING ��` f NF Asl 04.1 WALLS SHOWN. THE WINDOW WASHING ANCHORS ARE TO BE PLACED 71253 F� 9 DIRECTLY BETWEEN TWO ROOF P/E TRUSSES AS SHOWN. REFERENCE O B 8/S7.01 AND 9/S7.01 FOR MORE INFORMATION INCLUDING THE LOADS 6.2 C C.2 D D.2 E OF F.1 OG G.1 H THE ROOF P/E TRUSSES SHALL BE DESIGNED FOR. PLEASE NOTE THAT OREGON THE DESIGN OF THE WINDOW WASHING ANCHORS (INCLUDING FINAL JG�Y200 PLACEMENT AND AMOUNT REQUIRED) IS A BIDDER DESIGN ITEM TO BE �9NpA/L S �o�P COORDINATED AND VERIFIED BY THE CONTRACTOR. HOWEVER, THE J, DESIGN OF THE WINDOW WASHING ANCHORS SHALL ADHERE TO ALL FEXPIREs 6-30-22 21'-t0" 5'-1" 20'-3" 13'-6" TAT 17'-3" a'-r' 25'4° '_T 23'-10" r-6 19'-4° REQUIREMENTS SHOWN ON DETAILS 8/S7.01 AND 9/S7.01. PLEASE REFERENCE KEYNOTE #9 ON THIS SHEET FOR MORE INFORMATION,. 4. PV1 [X-Y-Z{ PV1 INDICATES CONTINUOUS FLAT 4x10 SLEEPER FOR PV PANEL STANCHION SUPPORTS PLACED ON TOP OF ROOF 72nd and Baylor SHEATHING AND WHERE PV PANELS ARE PERPENDICULAR 1 TO ROOF P/E TRUSSES. REFERENCE 1/S7.03 CONDITION 1 s TYP I FOR MORE INFORMATION INCLUDING LOAD REQUIREMENTS Job Number: 13519 o o o FOR ROOF P/E TRUSSES. _ _ _ _ SW 72ND AVE SL SW BAYLOR ST I I - X INDICATES TOTAL MINIMUM AMOUNT OF ROOF P/E TRUSSES TIGARD, OR ASI 04.1 10 Al1®.i II I I FLAT 4x10 SLEEPER TO ATTACH TO. J I Y INDICATES AMOUNT OF TRUSSES BEYOND LAST PV PANEL 2 - - - - - - - - - - - - - - . .�... , ,.. - - - - - - STANCHION TO THE NORTH OR WEST FLAT 4x10 SLEEPER ... .............. . 10 11 ... .... :•:::':" 11 , ::::.:: :::::::. ::J TO ATTACH TO. f.':: ....,. .: ::} ,iii'ii::c:i•:Cici:": 'i:'; --- --- - - - �:. ..:....: Z INDICATES AMOUNT OF TRUSSES BEYOND LAST PV PANEL ir"'"'N:}irJ rr:"::"1`'- ':':::, L:•.: -- STANCHION TO THE SOUTH OR EAST FLAT 4x10 SLEEPER TO ___ __ r'i:':��f'i:5:'i:iJA"`cil ___ ___ 1'::.N:'::�':1•:.r� ( ,'::. Nom::::N ::d "':ca 1 ___ 1 1 ___ 1 :.: N.... ..N ... ATTACH TO. L J L J 1 ' 1° '-9" e.:'-.ao:v:i':iEao.:'r11 II t �" 1B �::::.":. ":.. a:::. :... ., r-i 6'-9 ;_:7" } `" , 1 1 5. PV2 [X-Y-ZI PV2 INDICATES CONTINUOUS FLAT 4x10 SLEEPER FOR PV PANEL SIE A 10 11 ::. , i t `.•.. ..::., . ".. , 1 r.......:..:.::.::: J _ ... STANCHION SUPPORTS PLACED ON TOP OF ROOF _ . : .:' r.:: 1t ;;::: :;:::• ;:;' r-i SHEATHING AND WHERE PV PANELS ARE PARALLEL TO -- - - fi - - - - - - - - - rt - ® ROOF P/E TRUSSES. REFERENCE 1/S7.03 CONDITION 2 FOR ......... .. ASI 04.1 r # J I MORE INFORMATION INCLUDING LOAD REQUIREMENTS FOR 1'......t ......... .... J Z ........._-.... 10 11 TYP. 3 `;' ::.:`7':::; 10 1 1 1 3 r-i I1 ---J ="11 I1 ® 1 " 1 1 ROOF P/E TRUSSES. Ll- r---� 1 ___J L__ J r... ...........::::. :::; 11 L ` ah::::� - A 1 04.1 8,S„ ASI 04.1 - J: ::-...... . X INDICATES TOTAL MINIMUM AMOUNT OF ROOF P/E TRUSSES 1 I I ='... ' 11 I i 1 .t FLAT 4x10 SLEEPER TO ATTACH TO. L_J 10 Y INDICATES AMOUNT OF TRUSSES BEYOND LAST PV PANEL o I1 �" - - - - - STANCHION TO THE NORTH OR WEST FLAT 4x10 SLEEPER N - 10 a:: ��.. .. I i i TO ATTACH TO. R=" -'""-+ r... A r � Z INDICATES AMOUNT OF TRUSSES BEYOND LAST PV PANEL 1 ..1 11 L J L J 10 I:::..:.:..:.:..: ."J I I r•::.:::::.'::R'.'::]. , 1 "` I I + .. .._ STANCHION TO THE SOUTH OR EAST FLAT 4x10 SLEEPER TO :::......::::• r---� r---� r:':::":':::::::::"::'::-:::fit I I ... -.�:':: :::::: _ Cl•••:::.: ':'rJ 11 ® 'Cn'lITN•:"' ��••�,N':•!:':'!:'N [:' L-, ATTACH TO. ...: ... 1 ':ri..dJ':rr:"r:":i"W.:::.:.J Jn' 11 TYP. 4 _ _ _ r- -� r- -� .,,.#�;•.•.; {... 6. PV1A INDICATES CROSS FLAT 4X10 MEMBER PLACED BETWEEN PV PANEL r---� r---� rii�d,;•:5�:;:d1�.;1 I1 ".:..:::...:.:.:.:::'.:. I ':: """":::::�.. :. r-� STANCHIONS WHERE PV PANELS ARE PLACED PERPENDICULAR TO THE ROOF P/E/TRUSSES. REFERENCE 1/S7.03 CONDITION 1 FOR MORE - - ::•:<•:.:•:,::•:• r:.;;;,;;;;,;;,;;;;..;......i INFORMATION INCLUDING CONNECTION TO FLAT 4x10 SLEEPERS k.. ........ .;.3 to ______ :_; - 11 PERPENDICULAR TO ROOF P/E TRUSSES. - - - - - - - - - -- i - 2d .. ................. - - - - - - - - - - - I I I I1 1t ____-- 10 I I ^ . 7. - {[ - - - INDICATES SPLICE IN FLAT 4x10 SLEEPER FOR PV PANEL ::#:...... ''::; STANCHION SUPPORTS. REFERENCE 2/S7.03 FOR MORE 111� ® I ' SJ .,'., INFORMATION. SPLICES IN FLAT 4x10 SLEEPERS FOR PV PANEL N..... .... 5 11 I I r l STANCHION SUPPORTS TO OCCUR ONLY WHERE SHOWN. 1:::.. . ........ . TYP. z TYP.2A 1'CC. .......�"�. .t1 rr... ... ..r.... I 1-:T":V1i .:.::.. .Y'.r.1i:. ::•.'. :.::: I 1::'::'::::'::::'::':.':::1 a::.a":::::::.a':::7 I ,:::::.':::.�:.'::::::.:., r:. ::.':::'.:'::::'::. .'J 1:::..i:::::::::::::..:::? /� B H T 10 z 1t-2-2::.:•::'::'.': :'::'::. .:; L - - - - - - - - . ..-..�':1: -n* ter,,, ,..' KEYNOTES: L _ - - , 1 STRUCTURAL ENGINEERS IA AS 04.1 !'::':'::':'::':.'.::. ::...:::J 1 J;-;:-::-":-; - - -'::' ::: - c ..::.... ( .1 1 �:::... .... .... . ... .... ... 1 ::.: ::::: :::i J::::� :::: :, 1::': :':::'::.:tip ::' ':::....'. ...�.....�1 r:....•...... ':•:::'...:.j 1. . .N N..::.1 �.;;..;::;:::.::;::;::;, ".p n..-� :.. 1 FLAT 4x10 SLEEPERS FOR PV PANELS SHALL BE CONTINUOUS BETWEEN ...... ...... ....... ..] t �-.Id :'::'::'�.::.j 11 a � :::�.- .._-:.-:.:-:.-.....J .n:•:•:.c:•c:•::•, [::�: % : ::::..., ... ... - (2) ADJACENT PV ARRAYS +ss>'iii;ii:;�s;;J J I ,::>;:: ::::: :::::• :•J I ,;'::. •. ::::';',•:;::f'+ >; > J �- F - , r.•.�. >a'......., F:?, 1:..a 1.:.. ..::: :::::::a '.-.� __•"._".,•_,)„"+ I ( z HATCHED AREA INDICATES APPROXIMATE LOCATION AND EXTENT OF PV 2B ___ - - C:::i.tiv:'.�:.'=.-.. :.+ L:c::.::^::.::•:::.'.'J r_ _� r_ _� ._ -_- _ . O . ... ... :. -... ............... ". J- ___ _ J _ J ,... z tt-2-z •: :•:::•:. .', L_ _J L_ _J - a I ";;.:.;=:i::;.:. ;:y- I -I-OL -i PANELS. VERIFY WITH AND REFERENCE SOLAR DRAWINGS. ............ . .::1- ........ ............ .... r.':'.:::.�::::.'. :::1 .................... ..... ...... ...... r- r:::'::::::::.'. :. :::, 11 .................... ...1 1.'....................' :.:::J 1 I 1 I '':::::.'::::::.'::.�::.:� + y I 1 ___ INDICATES CONTINUOUS FLAT 4x10 SLEEPERS FOR PV PANEL I I O STANCHION SUPPORTS. REFERENCE SHEET NOTES FOR FURTHER J ...................... . III I I 13'-0" 1::. r.:::::::.G':::; r:.-::. .:::':::'::':::':: ' I I `i:: �ii U4 11 I `r; ;rii;€:;;:;: #. II �- INFORMATION. ; 2B INDICATES SPLICE LOCATION OF CONTINUOUS FLAT 4x10 SLEEPERS. o 2- - - - - - - - - - - - - - L 11 1:::'.:::__::::..::i - J 17 - - - -�...... :: ... - - - - - - - - - - _ -- - - - - (1 REFERENCE SHEET NOTES AND DETAIL2/S7.03FORMOREINFORMATION. - - - - - -- -- - - - - -- - - - - - - - - - - - - - -- - -- - - - - - - - II INDICATES APPROXIMATE LOCATION OF CONTRACTOR DESIGNED -r--1- + WINDOW WASHING ANCHOR. REFERENCE SHEET NOTES FOR MORE INFORMAT INDICATES IAPPROXIMATE LOCATION OFHEAT PUMP GROUPS. REFERENCE "11; - - - - - - - �r �Z�&22 - -- -- -- -- � r - - - - - -- - - - - - - - - - - - MECHANICAL DRAWINGS FOR EXACT LOCATION AND WEIGHTS. t ....'> , .-:. ' I I I I s INDICATES APPROXIMATE LOCATION OF ROUND EXHAUST FANS. REFERENCE II 1:... . 11 I pvz(s z-z :;y 1 Pvz[s z z[ J I I 1 . .....; I I t>::': ':: :::'::':: '::: ':':::':: <':««'::'::::': r:"::::::'::::::-:._::: MECHANICAL DRAWINGS FOR EXACT LOCATION AND WEIGHTS. I r i i:: : :';i: I :f:s;: ::tr:: :.... _ I I ':::.. .... ... ':::+ , '::.':::;;:.':::::.. .... I I I _ I I I I 1......................, 0 ... ...... I I 6.A r-..................::., , ..... .7 ...... ...... ...... :........... . ............:........ . . !..•:': ....... }}: I ':::'; _ .� ....; I - � ':'t�v2 8-2-2 '., I 6 "` _ :: ; INDICATES APPROXIMATE LOCATION OF EXHAUST FAN. REFERENCE , J t - ,..................... ,.:...:.......:....:J 1 1. :'::'::' :::'::J f::.'::::::.:::'::'::'::' 1 t': :::.�..�::::::::::::. , 1 1 I ::;1'V2 s-2-2:::., ' is;•:':::': : I ::;•i •::t,..•. III r.::::.::..:..::: . ::. e': ;:'::::':::::.-::::::. I ' :::.-':::::'.-::::'.1 I �..:PVz[az-z.>:. -- --- [ --- -- MECHANICAL DRAWINGS FOR EXACT LOCATION AND WEIGHT. ':': ::...... :'::•::is r ::. :.:.'::::.::::.-.. I :':. :::':::.-:':::::: -- --- ' ', `"""""'"' """' """' `""""""""""'" "1 _37.7.7.3 7 INDICATES APPROXIMATE LOCATION OF ENERGY RECOVERY UNIT. ..... ...... .. ..� :: :::::::.�::: ::::., f::':::::.�::::.:�:.�:: ...... . y rvz[e z-z:<::: I ;I'V2 [6-2-2[: ., I I Pvz[1az-1]:_;::::_?::::1:? :?:; I I :, I L -- --- -- : ..:.-:::::. 1 1 1 : '. ___ REFERENCE MECHANICAL DRAWINGS FOR EXACT LOCATION AND WEIGHT ..................' ..... ... ................... I I ......: :..........'ii;::J I :.�...:::': :"::"':":".... ... I I N I ...... f:;s:. :_ :.'::.-::.':::::. '::.- t ,... ....... ............ , ALONG WITH EXACT LOCATIONS OF ROOFTOP PENETRATIONS REQUIRED FOR .;;•pyzt&z_z' SUPPLY AND RETURN. I ® I I II I I :'av2[sz-z:;J a INDICATES APPROXIMATE LOCATION OF RELIEF VENT HOOD. REFERENCE I ® I I I I I MECHANICAL DRAWINGS FOR EXACT LOCATION AND WEIGHT. I I I I I I ::::: s INDICATES APPROXIMATE EXTERIOR WINDOW LOCATIONS WHICH ARE REQUIRED -� ' ___ L - ` - - _ - - __ J _ J L-_ J -- J __ J J _ " J - - TO BE ACCESSED FOR CLEANING FROM THE ROOF VIA PORTABLE ROOFTOP __ _ 1 _J L_ _J L__ J J __ J -- �:........... ..'.: ASI 04.1 ( 7 - - - - ? - - - - - - - - - EQUIPMENT. THE EXTERIOR WINDOWS SHALL BE CLEANED WITH PORTABLE I I I I I I ROOFTOP EQUIPMENT WHICH DOES NOT PLACE ANY LOADING ON THE EXTERIOR I I I I I I PARAPET. THE WINDOW WASHING ANCHORS HAVE BEEN PLACED TO ALLOW FOR I I I I I I EACH WINDOW TO BE CLEANED WITH TIE-OFFS FOR THE PORTABLE WINDOW I I WASHING EQUIPMENT AND FALL PROTECTION TIE-OFFS FOR THE WINDOW 10 10 WASHING CLEANER. THE ROOFTOP ANCHOR PLACEMENT SHALL BE VERIFIED BY ASF0t THE CONTRACTOR AND WINDOW WASHING ANCHOR DESIGNER. o INDICATES P/E TRUSS CONNECTION AT EXTERIOR WALLS TO HAVE ADDITIONAL CONNECTION REQUIREMENTS DUE TO THE TRUSS SUPPORTING A ROOFTOP WINDOW WASHING ANCHOR. REFERENCE DETAILS 4/S7.02, I I 5/S7.02, 6/S7.02, AND 7/S7.02 FOR ADDITIONAL REQUIREMENTS AT THE SIM. CONDITION. 11 INDICATES P/E TRUSS CONNECTION AT INTERIOR WALLS TO HAVE ADDITIONAL CONNECTION REQUIREMENTS DUE TO THE TRUSS SUPPORTING I I I ( A ROOFTOP WINDOW WASHING ANCHOR. REFERENCE DETAIL 8/S7.02. Y w ASI 04.1 12.24.2020 0 rn REVISIONS 10.23.2020 OO v ASI 04 10.15.2020 p CONSTRUCTION SET 06.12.2020 W v0 BID SET 03.13.2020 ca a a. w PERMIT SET 12.19.2019 z m o 1 LOADING PLAN ISSUE DATE z t e Drawing: FxZw W a Z LOADING PLAN x2O w0Z � Zw aal= f- NU � Z H U = Lu D W w ° Sheet No: = LL H ~ ° ASI04 S1 x07A A34 ONE-SIDE & (2) 10d EAE PARAPET STUDS AND ROOF EDGE NAILING I I SIMPSON CS14 STRAP END ROOF EDGE NAILING CONSTRUCTION TO BE FALL RESTRAINT SUPPORT, m P/E ROOF TRUSS INTEGRAL WITH P/E PLACED ACROSS 2x FLAT BASE PL AND ATTACHMENT I '- AT 24" o.c., TYP. I ROOF TRUSSES S1 E A ROOF SHEATHING, BY OTHERS I AND 6x BLK'G (4) 10d ROOF NAILS ROOF SHEATHING REF PLAN DASHED LINE INDICATES I INTO 2x BLK'G BELOW REF. PLAN APPROX. FALL RESTRAINT P/E ROOF TRUSS, SCOTT EDWARDS ARCHITECTURE LLP. TOP OF ROOF SHEATHING BASE PL BY OTHERS. FALL I I END NAILS TO 2x12, REF PLAN + +, + RESTRAINT POST SHALL BE I I REFERENCE 10/S7.01 + DIRECTLY CENTERED I I WALL EDGE NAILING, MIN. 2x6 TOP - - BETWEEN TRUSSES I I + + + TYP. phone: E Burnside Street, Portland. OR 97214 + K P/E ROOF COLLECTOR CHORD \ / 6x10 BLK'G FOR FALL CL PS AT EA. END OF 2 5 phone: (503j 226-3617 www.seallp.com \ / RESTRAINT BY OTHERS / SPACED AS SHOWN. 6x BLK'G FOR ATTACHMENT COLLECTOR TRUSSES. s (5) 16d (REF. TYP. ROOF FRAMING \ / ATTACH AT EA. END szo, I OF FALL RESTRAINT BY / TYP. • • OTHERS, TYP. SHEET NOTES ON S0.04 \ / / WITH SIMPSON A35 CLIP I I 2x6 BLK'G FOR COLLECTOR TRUSS RED PROF \ \ / ON SIDE, GA2 CLIP ON --- --- r-- - --------- LATERAL LOADS) EXTERIOR SHEATHING, S�� FSS + +4- + + +�+ + + BOTTOM, (4) 16dTOE --- -- •__ • ________ ) N o + + + + + + + + NAILS, AND (8) 30d BOX REF PLAN �V ��G FFA T 71253 I I SIMPSON H2.5A CLIP END NAILS. I • I P/E ROOF TRUSS OREGON 2x12 FLAT ATTACHED TO SIDE MIN. REF. PLAN 8 3/4" + P/E TRUSS MAY NOT BEAR OF TRUSS CHORDS FOR 6x8 TAPERED P/E ROOF �� ti ATTACHMENT, TYP. FASTEN w/ TRUSSES ON EDGE A WALL AT SHEATHING SPLICE 94 9A 9 1�0 �P 2 ROWS 16d NAILS 3"o.c. P P SOME LOCATIONS. N o ( ) �° (2) SIMPSON CS14 I I STAGGERED, TYP. AT TOP & 2x6 KICKERS @ 8'-0" o.c. DASHED LINE INDICATES ALL S. BOT. CHORDS (MIN. TOTAL OF STRAPS PLACED ON L 2x6 FLAT BLK'G CENTERED INSIDE EDGE OF TRUSS EXPIRES 6-30-22 BLK'G PARALLEL TO I I ON 6x BLK'G FOR MIN. 1 ALIGNING w/OUTSIDE WALL EDGE NAILING (16) NAILS TO ATTACH EA. 2x12 ROOF TRUSSES I I TOTAL LENGTH OF 6'-0" FACE OF STUD WALL P/E BLK'G TRUSS w/ SIMPSON A35 TO TRUSS) NOTES FOR ROOF TRUSS MANUFACTURER: INDICATES LOCATION OF I I WHERE OCCURS PER SHEARWALL SCHEDULE 1. P INDICATES LOCATION/DIRECTION 5150# ULTIMATE (2575#WORKING) I I SHEARWALL, 1 AS L, OTQ'D OVER FALL RESTRAINT FASTENER 2x6 FLAT BLK'G PLACED (2) 2x TOP PL SPLICE SHEARWALL, OTHERWISE LOAD FOR FALL RESTRAINT SUPPORT IN OPPOSITE DIRECTIONS ON I I SIMPSON A34 CLIP FOR BASE PL CONN. BY IN LINE w/6x BLK'G ON EDGE NAILING PER 8/$6.01 PROVIDE 16d TOENAILS @ 6" o.c. THE SAME TRUSS OR INDICATES LOCATION/DIRECTION 2000# ULTIMATEOTHERS, TYP. (6) PLACES I I EA. ADJACENT BAY (1000#WORKING) LOAD FOR FALL RESTRAINT SUPPORT IN THE SAME A35 PER SW SCHEDULE 72nd and Baylor EA. PL I I 2" A 3/S6.01. DBL 2x TOP PL SIMPSON H2.5A AT EA. TRUSS DIRECTION ON THE SAME TRUSS 2. UTILIZE ADDITIONAL WEB BLK'G AS REQ'D FOR LOAD SUPPORT. (3) 10d NAILS AT WALL SHEATHING NOTE: Q Job Number: 13519 2" o.c. TO 2x6 PL 2x STUDS REF. PLAN REF. PLANS REFERENCE DETAIL 4/S7.02 FOR CONDITIONS WHERE TOP OF RFI 21 FALL RESTRAINT SAFETY ANCHOR A PARTIAL ROOF PLAN AT TYP TRUSS 0 ON W8 BEAM EXTERIOR WALL HEADER IS ABOVE THE BOTTOM OF ROOF TRUSSES. ASI FALL RESTRAINT SAFETY ANCHOR BLOCKING "S'°" SW 72ND AVE & SW BAYLOR ST BLOCKING ATTACHMENT AT TYP. TRUSS Q TRUSS OVER SHEAR WALL DETAIL SECTION AT ROOF TIGARD, OR W8 ELEVATOR HOIST BEAM w/2x6 BY 5 1/2" LONG PL PLACE RIPPED FLAT 2x4 TOP PLATE TO BE FLUSH WITH EDGE ON TOP OF NON-BEARING WALL TO ALLOW ROOF TRUSS ABOVE TO 2x6 STUD WALL DEFLECT. ATTACH RIPPED PLATE TO SINGLE TOP PLATE w/ w/ EXTERIOR (2)2x6 TOP PL, 10d TOE NAILS AT 8" o.c. STAGGERED ON EACH SIDE PLYWOOD SHEATHING 2 3/4" TYP. SPLICE PER TOP OF PLYWOOD FOR ELEVATOR 1 1/2" 8/S6.01 ROOF SHEATHING OVERRUN FRAMING A TYP. = (4) 10d NAILS EA. 2 1/2" ROOF EDGE VARIES, BLK'G OF BAY ATTACH EA. KING STUD TO ATTACH 2x6 TOP PL NAILING REF. ARCH TOP OF ROOF SOLE PL w/A35 CLIP TO W8 BEAM w/ (2'-9" MAX. ROOF SHEATHING PLYWOOD (4) 0.1570 HILTI X-U LVF SIMPSON H8 AT HEIGHT) P/E ROOF TRUSSES, SHEATHING, TYP. 16d AT 3" o.c. SOLE PLATE SPACED AS SHOWN 4'-0" o.c. SIMPSON LSTA12 MIN. REF. PLAN NAILING FOR V-6" 1 1/2" CENTERED ON POST ATTACH BOT. FLANGE WALL EDGE CEILING GYP. SHALL NAILING, TYP. OF WS BEAM TO 6x6 BUTT INTO WALL GYP. 3" POST w/ (2) 3/8"0 x 5" � 7/8" GL BEAM, REF. PLAN LONG LAGS SPACED 3- -- "- - - T (2) LAYERS CENTER OF GL BEAM TO AS SHOWN 2x BLOCKING 1 1/2" 5/8" GYPSUM BOARD BE LOCATED 11'-6" ABOVE 5 1/4"TOTAL), FINISHED FOURTH FLOOR. @ (2) 16d TOE NAILS EA. END NON-BEARING WALL NOT DIRECTL 1 1/2" TYP. 16d NAILS VERIFY w/ARCH. AND BELOW TRUSS SHALL HAVE WALL VERIFY w/ARCH. ELEVATOR 6"o.c. P/E ROOF TRUSS, DBL TOP PLATE WITH TOP OF WHERE NON-BEARING WALL MANUFACTURER W8 BEAM BOTTOM PLATE TO STOP 7/8" INTERSECTS NON-BEARING WALL CONTINUOUS REF. PLAN BELOW BOTTOM OF ROOF PERPENDICULAR TO ROOF TRUSSES,I NON-BEARING WALL WITH FULL HEIGHT TRUSSES. TOP PLATE OF WALL DBL ATTACH PLATES OF INTERSECTING PORTION DIRECTLY BENEATH STUDS, REF. PLAN TOP PLATE TO LAP ONTO PLATE OF WALLS w/SIMPSON LTP4 CLIP TRUSS SHALL HAVE CONTINUOUS P/E TRUSS FRAMING, 6x6 POST 2x6 KING INTERSECTING NON-BEARING SINGLE TOP PLATE AS SHOWN REF. 5/S7.01 FOR STUD EACHH SIDE. BAYS 2x6 BLK'G AT WALLS AND ATTACH WITH MINIMUM WITH 7/8" DEFLECTION HEAD MORE INFORMATION ATTACH POST w/ HH8 8 LOCATIONS (2) 10d NAILS. NOTED. (2) 10d NAILS AT 6"o.c. 2x10 LEDGER w/ (3) SIMPSON SDS 1/4x3 1/2 SPACED AS SECTION A-A SHOWN TO EA. STUD AT 16"o.c. NON-BEARING WALL PARALLEL TO TRUSSES 6 SECTION AT ELEVATOR OVERRUN2 SECTION AT ROOF STRUCTURAL ENGINEERS TOP OF ELEVATOR PIE COLLECTOR BLK'G OVERRUN WALL BEYOND TRUSS w/TOP CHORD TAIL EXTENSION w/ - SIMPSON A35 PER ROOF EDGE NAILING, SHEARWALL SCHEDULE TYP. 3/S6.01 2x6 ELEVATOR OVERRUN P/E TRUSS, REF. 5/8" PLYWOOD ROOF SHEATHING WALL w/ DBL TOP PL PLAN ROOF SHEATHING, REF. PLAN P/E ROOF TRUSSES, REF. VAPLAN A35 CLIP ATTACH PLYWOOD SIMPSON H2.5 AT EA. 16d AT 6" o.c. TO WALL 16d AT 6" o.c. TO SHEATHING TO WALL DBL TRUSS, TYP. PANEL EDGE NAILING TO FLAT BLOCKING WALL TOP PL, TYP. TOP PL w/ 10d AT 6" o.c. (2) LAYERS 5/8" GYP. WALL FLAT BLOCKING PANEL EDGE NAILING TO WALL TOP PL, TYP. TRUSS wOS�IMPSON A35 BOARD (1 1/4"TOTAL), BLOCKING w/GYP. VERIFY WITH ARCH. BOARD STRIPS OR PER SHEARWALL P/E TRUSS REF. NOTCHED WALL GYP SCHEDULE 3/$6.01 AND PLAN. TRUSS TO BOARD EA. SIDE PLACED i 1 CONT. SINGLE TOP PL (2) 2x TOP PL MIN. 2x6 TOP CHORD. END SHORT OF BLK'G BETWEEN TRUSSES AS (DO NOT SPLICE) SPLICE PER TRUSS AND ATTACH SHOWN BELOW. CEILINGOCONT. 2x8 LEDGER 8/S6.01 TO BLK'G TRUSS GYP. SHALL BUTT INTO WALL GYP. BOARD TO STOP 7/8" ATTACHED TO EACH PLYWOOD SHEATHING PER TYPEWITH A34 CLIP WALL GYP. BELOW UNDERSIDE OF TRUSS WALL STUD w/ (3) 16d W8 HOIST BEAM, REF. ARCH. SHEARWALL, REF. SHEARWALL w/NOTCH IN GYP. BOARD NAILS, TYP. SCHEDULE ON 3/S6.01, TYP. FOR WALL EDGE NAILING, FOR ELEVATION ALL SIDES OF ELEVATOR. PLYWOOD TYP. CORRIDOR WALLS, TO EXTEND TO TOP OF ROOF REF. PLAN SECTION A-ASHEATHING PLYWOOD TO EXTEND NOTE: 2x8 ROOF JOISTS (REF. PLAN) TO FOURTH FLOOR SHEATHING REFERENCE DETAIL 4/S7.01 FOR OTHER INFORMATION NOT SHOWN. SIMPSON LUS28 FACE ATTACHED EACH END w/ WHERE SHEARWALL OCCURS HANGERS, TYP. 6 SECTION AT CORRIDOR s�.oi I 16d AT 6" o.c. SOLE PL NAILING, 3 TOP OF ROOF SHEATHING TYP. - BEYOND ROOF EDGE NAILING - - PLYWOOD DIAPHRAGM NAILING, P/E BLK'G TRUSS w/ TYP. - - - SIMPSON A35 PER SW CENTER OF GLULAM BEAM AT - - - -- - - = =- -= _ - - TOP OF ROOF SCHEDULE 3/S6.01. ROOF SHEATHING, 11'-6"ABOVE FINISHED FOURTH PLYWOOD ATTACH EA. BLK'G PANEL REF. PLAN FLOOR, VERIFY w/ARCH. AND I SHEATHING, TYP. TO EA TRUSS w/ (4) 16d (TRUSS PARALLEL ONE PROVIDE CONT. 2x6 ELEVATOR MANUFACTURER, TYP. GL BEAM, REF. PLAN TOE NAILS TO TOP SIDE OF WALL AT SIM.) Y p 12" LONG 2x4 BLOCKING LEDGER FOR ROOF PROVIDE (3) 10d CHORD AND (3) 16d TOE REVISIONS 10.23.2020 Lu w/ GYP BOARD STRIPS PLYWOOD SUPPORT P/E BLK'G TRUSS, TYP. NAILS AT 16"o.c. NAILS TO BOT. CHORD, P/E ROOF TRUSS GL BEAM, REF. PLAN (REF. 1/S7.01 FOR ALL OTHER FROM TOP CHORD TYP. ASI 04 10.15.2020 O OR NOTCHED GYP WHERE TRUSS IS BOARD EA. SIDE. ATTACH PARALLEL TO ELEVATOR BLK'G TRUSS INFORMATION OF CONT. TRUSS TO RFI 21 09.03.2020 O U BLOCKING TO TOP OF SHAFT WALL. NAIL INCLUDING ATTACHMENT TO ADJACENT GLULAM WLLI WALL w/ 2 10d PLACED PLYWOOD TO 2x6 w/ CONSTRUCTION SET 06.12.2020 = Lu f' ( ) PROVIDE 30d BOX NAILS AT 6" WALL DBL TOP PL) I OR STUD WHERE H = BETWEEN EA. ROOF PLYWOOD DIAPHRAGM o.c. FROM UNDERSIDE OF DBL OCCURS J Q U TRUSS TO ALLOW FOR NAILING. NAIL CONT. 2x6 BID SET 03.13.2020 m U TOP PL TO GLULAM ABOVE, I P/E TRUSS AT J Q TRUSS DEFLECTION TO GLULAM OR STUD TYP 4x10 LEDGER FOR TRUSS ELEVATOR TO HAVE IL a W WHERE OCCURS w/(3) SUPPORT. PROVIDE (4) PERMIT SET 12.19.2019 Z 7/8" DOUBLE HAUNCH TO � = SIMPSON $DWS 22800D6 0 10d NAILS AT 16" o.c. J W LL 2 1 EA. STUD SPACED @ TO BEAR ON LEDGER AND Q m O SIMPSON STRAP AT WALL ENDS 2 1/2" o.c. CENTERED IN SIMPSON LSTA12 FROM ISSUE DATE z DEPTH OF LEDGER ACCOMMODATE H H AND EITHER SIDE OF LOUVERS, VERT. WEB MEMBER IN Drawing: O Z CONT. 2x4 SINGLE HATCH INDICATES SMOKE CURTAIN. REF. PLAN, TYP. LAST BLK'G PANEL t= Z W A ATTACH AS SHOWN, TOP PL GYP. BOARD AND LOCATED OVER END OF TYPICAL ROOF W Q Z 2x4 NON-BEARING NOTCH AT TRUSSES HAUNCH SMOKE C TRUSS REF. PLAN SHEARWALL TO ATTACH H2 U STUDS, TYP. REF. ARCHCURTAIN, ATTACH P/E TRUSS (2) 2x TOP PL SPLICE 0 2x6 SHAFT WALL, TYP. TO LEDGER w/ TO ADDED STUD IN WALL. FRAMING DETAILS KZ Z TO LED N A35 CLIP PROVIDE SHEARWALL PER 8/S6.01, LINO W NAILING INTO ADDED ON ONE SIDE AND STUD, TYP. (A V HQ• MIN. (3) 16d TOE Z W NAILS ON THE 2 WOTHER SIDE EDGE NAILING ~ NON-BEARING WALL PERPENDICULAR TO TRUSSES ELEVATOR SHAFT (REF. ARCH.) WALL SHEATHING wLu REF. PLAN Sheet No: Lu _ LL ~ O § 10 7 ST01 TOP OF NON-BEARING WALLS TO ROOF TRUSSES SECTION THRU ELEVATOR OVERRUN SECTION AT INTERIOR WALL ,"=,,-o" ,"=,,�" 4 ,"=,,_o„ PARAPET STUDS AND ROOF EDGE NAILING PARAPET STUDS AND ROOF EDGE NAILING PARAPET STUDS AND ROOF EDGE NAILING CONSTRUCTION TO BE CONSTRUCTION TO BE CONSTRUCTION TO BE INTEGRAL WITH P/E INTEGRAL WITH P/E INTEGRAL WITH P/E ROOF TRUSSES RSIE A OOF SHEATHING, ROOF TRUSSES ROOF SHEATHING, ROOF TRUSSES ROOF SHEATHING, REF PLAN REF PLAN REF PLAN P/E ROOF TRUSS, SCOTTIEDWARDS ARCHITECTURE LLP. P/E ROOF TRUSS, P/E ROOF TRUSS, WALL EDGE NAILING, REF PLAN RIPPED 2x6 OVERFRAMING WALL EDGE NAILING, REF PLAN WALL EDGE NAILING, REF PLAN TYR MEMBERS AT 24" o.c. w/ MIN. 2525 E Burnside Street, Portland, OR 97214 TYR TYP. (2) 10d TOE NAILS AT EA. phone: (503) 226-3617 www.seelip.com EXTERIOR SHEATHING, INTERSECTING P/E TRUSS CONT. 2x6 BEVELED TO MATCH EXTERIOR SHEATHING, EXTERIOR SHEATHING, REF PLAN SLOPE AND ATTACHED 10 TOP REF PLAN REF PLAN AND BOT. PLYWOOD w/ 10d SHEATHING SPLICE w/ NAILS AT 4" o.c. DASHED LINE INDICATES OVERFRAMING PER CONTRACTOR WALL EDGE NAILING TOP OF PLYWOOD �Ep PROFF ON EACH SIDE OF SHEATHING �� SS SPLICE OVERFRAMING 1 3/8" MIN. v�� I NF goy SHEATHING SPLICE (IF SHEATHING SPLICE (IF �� 71253 REQUIRED)w/WALL REQUIRED)w/WALL WALL EDGE NAILING TOP T PLYWOOD - - - - EDGE NAILING ON EDGE NAILING ON SHEATHING OVER EACH SIDE OF SPLICE EACH SIDE OF SPLICE P/E TRUSSES G/OREGOo� (2) 2x TOP PL SPLICE y r 9 1 F PER 8/S6.01 9N�AL L S. �� WALL EDGE NAILING �• WALL EDGE NAILING EXTERIOR WALL w/ EXPIRES 6-30-22 WALL DBL TOP PL PLACED ABOVE P/E BLK'G TRUSS w/ SIMPSON A35 PER SHEARWALL SCHEDULE 3/S6.01 AS REQ'D P/E BLK'G TRUSS w/SIMPSON A35 PER P/E BLK'G TRUSS w/SIMPSON A35 BOTTOM OF TRUSS OVER SHEARWALL, OTHERWISE PROVIDE SHEARWALL SCHEDULE 3/S6.01 AS PER SHEARWALL SCHEDULE 16d TOENAILS @ 6" o.c. REQ'D OVER SHEARWALL, OTHERWISE 3/S6.01 AS REQ'D OVER 6x HEADER, REF. PROVIDE 16d TOENAILS @ 6" o.c. 4x HEADER, REF. SHEARWALL, OTHERWISE SIMPSON H2.5A AT EA. TRUSS 15/76.02 AND ¢ 15/76.02 AND 4 PROVIDE 16d TOENAILS @ 6"o.c. TOE NAILS FROM ROOF TRUSS TO 72nd and Baylor 4/77.02 FOR MORE SIMPSON A35 CLIP TO 6x HEADER. 4/77.02 FOR MORE INFORMATION (AT SIM. CONDITION, PLACE SIMPSON INFORMATION SIMPSON A35 CLIP TO 4x HEADER. (AT EXTERIOR WALL DBL TOP PL AS NOTED A35 CLIP ON EA. SIDE ((2) TOTAL A35 SIM. CONDITION, PLACE SIMPSON A35 IN GENERAL STRUCTURAL NOTES CLIPS)w/ (1) 10d TOENAIL ON EA. CLIP ON EA. SIDE ((2) TOTAL A35 AT SIM. CONDITION REF. DETAIL 8/S7.02 COND. 1 FOR Job Number: 13519 WINDOW, REF. ARCH. SIDE AS SHOWN ) WINDOW, REF. ARCH. CLIPS)w/(1) 10d TOENAIL ON EA. SIDE ADDITIONAL REQUIREMENTS WHERE ROOF TRUSS SW 72ND AVE & SW BAYLOR ST AS SHOWN ) SUPPORTS WINDOW WASHING ANCHORS (LOCATIONS SECTION AT TYPICAL OVERFRAMING c� TIGARD, OR NOTE: TOE NAILS FROM ROOF TRUSS NOTE: TOE NAILS FROM ROOF TRUSS OF TRUSS END CONNECTIONS WITH ADDITIONAL z REFERENCE DETAIL 1/S7.01 AND 4/S7.02 FOR TO TOP OF HEADER/WALL DBL REFERENCE DETAIL 1/S7.01 AND 4/S7.02 FOR REQUIREMENTS ALSO NOTED ON S1.07A TOP PL AS NOTED IN GENERAL TO TOP OF HEADER/WALL DBL NOTE: ) I- w ALL OTHER INFORMATION. ALL OTHER INFORMATION. TOP PL AS NOTED IN GENERAL ¢ U STRUCTURAL NOTES S T T REFERENCE DETAIL 1/77.01 AND 4/77.02 FOR ALL OTHER INFORMATION. = a SECTION AT ROOF WITH 0 SECTION AT ROOF WITH 0 SECTION AT ROOF WITH TOP OF WALL Q PLYWOOD SHEATHING PLYWOOD SHEATHING 6x HEADER ABOVE BOTTOM OF TRUSS RFI z, 4x HEADER ABOVE BOTTOM OF TRUSS RFI 21 DBL TOP PL ABOVE BOTTOM OF TRUSS RFI2, OVERP/ETRUSSES OVERFRAMING 7 V=1,-0. 6 V=V-o., 5 ,,,=,,-o" RIPPED CONT. 2x6 ATTACHED TO EA. PANEL EDGE NAILING TRUSS w/ 10d END NAIL AND TO TRUSS BELOW w/ 10d TOE NAILS AT 6" o.c. WIDTH WITHIN WHICH THE AT SIM. CONDITION, WIDTH SIMPSON STRAP SHALL NAIL WINDOW WASHING ANCHOR IS PLACE SIMPSON A34 CLIPS TO CONNECT THE BLK'G WITHIN WHICH THE WINDOW INTO THE BLK'G TRUSS BOTTOM PLACED PER PLAN (TRUSSES ON TRUSS BETWEEN THE (2) TRUSSES SUPPORTING THE WASHING ANCHOR IS PLACED TOP OF PLYWOOC CHORD AND WEBS ABOVE. IF EACH SIDE HAVE BEEN NOTED ON WINDOW WASHING ANCHORS AND THE BLOCKING ON INDICATES TYP. ROOF PER PLAN (TRUSSES ON EACH SHEATHING OVEF THE STRAP EXTENDS ABOVE S1.07A TO HAVE ADDITIONAL EACH SIDE OF THE (2)TRUSSES (TOTAL (6) SIMPSON TRUSS BEARING ON SIDE HAVE BEEN NOTED ON P/E TRUSSE. THE BOTTOM CHORD WITH NO CONNECTION REQUIREMENTS) A34 CLIPS AS SHOWN WALL DBL TOP PL S1.07A TO HAVE ADDITIONAL 2x6 TOP PL OF CONT. WALL DBL P/E TRUSS CHORDS WEB ABOVE, THE STRAP SHALL ) CONNECTION REQUIREMENTS) TYP. AT TOP PL. SPLICE OF CONT. WALL w/ NO WEB BEND OVER THE TOP OF THE INDICATES TYP. ROOF TRUSSES DBL TOP PL TO OCCUR AT FULL MEMBERS OVER BOTTOM CHORD BLOCKING TRUSS TRUSS BEARING ON TYP. AT TRUSSES ATTACHED TO 7 HEIGHT WALL PER 8/S6.01 CORRIDOR WIDTH w/2x TOP CHORD, BEARING ON WALL TYP WALL DBL TOP PL 6x HEADER S7.o TOP OF ROOF DBL TOP PL S7so INDICATES NP. ROOF BLOCKING TRUSS SHEATHING w!2x TOP CHORD, TRUSS ATTACHED TO .�fl TYP 6x HEADER TOP OF ROOF _ RIPPED 2x6 OVERFRAMING SHEATHING ATTACH P/E TRUSS BOT. fl. fl fl. fl fl. a CHORD TO TOP OF MEMBERS AT 24"o.c. PLACED PERPENDICULAR TO P/E TRUSSES CORRIDOR WALL w/ SIMPSON H2.5A CLIP & P/E COLLECTOR TRUSS w/ SIMPSON A35 (3) 8d TOE NAILS PER SW SCHEDULE ON 3/S6.01 (2) 2x TOP PL SPLICE NOTE: PER 8/S6.01 U.N.O. REF. 1/S7.02 FOR TYPICAL OVERFRAMING DETAIL. TOP OF WALL DBL TOP OF WALL DBL UNIT TOP PL TOP PL STUD BEARING WALL /� B HT TMP" AT SIM. CONDITION, PLA CE " OVERFRAMING DETAIL STRUCTURAL ENGINEERS SIMPSON A34 CLIPS AND 10d TOE NAILS FROM BLK'G TRUSSES TO z ° TRUSSES AS INDICATED WITHIN RIPPED CONT. w DETAIL 8/77.02 2x6 PL TO w 0 AT SIM. CONDITION, PLACE DEPTH T 1 tl4" � W DEPTH TO SIMPSON LSTA15 STRAPS FROM ALIGN w/WALL BOTTOM CHORD OF BLK'G TRUSS DBL TOP PL PLYWOOD SHEATHING PLYWOOD SHEATHING TO WALL STUD/KING STUD FOR I OVERFRAMING OVER P/E TRUSSES THE BLK'G TRUSSES BETWEEN 6x HEADER w/ RIPPED CONT. 2x6 MEMBERSZ PANEL EDGE NAILING THE TRUSSES SUPPORTING THE 2x4 BELOW, AT 24" o.c. PLACED WINDOW WASHING ANCHOR AND PER 3/S6.02 & PERPENDICULAR TO P/E ON EACH SIDE. REFERENCE 15/S6.02 TRUSSES PLACE SIMPSON LSTA15 STRAPS FROM 8/S7.02 FOR ADD'L INFORMATION BOTTOM CHORD OF BLK'G TRUSS TO ALL WALL CONNECT BOTTOM CHORD OF BLK'G TRUSS BETWEEEN THE AT SIM. CONDITION, PLACE SIMPSON LSTA15 STRAPS FROM STUDS/KING STUDS BELOW BLK'G TRUSS FOR (2) TRUSSES SUPPORTING THE WINDOW WASHING ANCHORS TOP T PLYWOOD THE BLK'G TRUSSES BETWEEN THE TRUSSES CONDITION 2: AT AND THE BLK'G TRUSS ON EACH SIDE OF THE (2)TRUSSES w/ EXTERIOR HEADER TO TRIMMER SHEATHING OVER SUPPORTING THE WINDOW WASHING ANCHORS (2) 10d TOENAILS ON EACH SIDE OF TRUSS AS SHOWN (TOTAL STUD AS SHOWN (TOTAL (2) P/E TRUSSES AND ON EACH SIDE OF THOSE TRUSSES AS INTERIOR HEADER (12) 10d TOE NAILS AS SHOWN) STRAPS AS SHOWN) SHOWN. REFERENCE OTHER NOTES FOR LONGER STRAPS REQUIRED WHERE THE BLK'G PLACE SIMPSON LSTA24 STRAPS FROM CONDITION 2: 6x10 HEADER TRUSS ALIGNS WITH A CRIPPLE STUD AND HEADER BELOW BLK'G TRUSS TO EACH CRIPPLE STUD AND (REF. CONDITION 1 FOR ALL INFORMATION NOT SHOWN) HEADER BEAM AS SHOWN WHICH IS PLACE SIMPSON LSTA15 STRAPS FROM BENEATH THE BLK'G TRUSSES BETWEEN P/OE TRUSS ABOVWEB MEMBER E INTERIOR HEADER TO TRIMMER STUD AS THE TRUSSES SUPPORTING THE WINDOW AT SIM. CONDITION, WIDTH CORRIDOR SHOWN (TOTAL (2) STRAPS AS SHOWN) WASHING ANCHORS OR ON EACH SIDE OF WITHIN WHICH THE WINDOW THOSE SUPPORTING TRUSSES PARAPET NOT SHOWN WIDTH WITHIN WHICH THE WASHING ANCHOR IS PLACED FOR CLARITY PER PLAN (TRUSSES ON EACH WINDOW WASHING ANCHOR IS INDICATES TYP. ROOF SIDE HAVE BEEN NOTED ON TYP. AT TRUSSES P/E TRUSS PLACED PER PLAN (TRUSSES TRUSS BEARING ON 'Z SIMPSON STRAP SHALL NAIL PLACE SIMPSON A34 CLIPS TO CONNECT THE BLK'G S1.07A TO HAVE ADDITIONAL ATTACHED TO 4x 2x6 TOP PL OF CONT. WALL DBL INTO THE BLK'G TRUSS BOTTOM ON EACH SIDE HAVE BEEN TRUSS BETWEEN THE 2 TRUSSES SUPPORTING THE WALL DBL TOP PL CONNECTION REQUIREMENTS HEADER 6 TOP PL. SPLICE OF CONT. WALL ATTACH P/E TRUSS BOT. P/E BLK'G TRUSS NOTED ON S1.07A TO HAVE ( ) ) S7.o DBL TOP PL TO OCCUR AT FULL CHORD TO TOP OF CHORD AND WEBS ABOVE. IF ADDITIONAL CONNECTION WINDOW WASHING ANCHORS AND THE BLOCKING ON TYP. AT TRUSSES HEIGHT WALL PER 8/S6.01 WALL w/ SIMPSON H2.5A THE STRAP EXTENDS ABOVE REQUIREMENTS) EACH SIDE OF THE (2)TRUSSES (TOTAL (6) SIMPSON BEARING ON WALL CLIP & (3) 8d TOE NAILS 2x6 STUDWALL THE BOTTOM CHORD WITH NO A34 CLIPS AS SHOWN) DBL TOP PL 5 INDICATES TYP. ROOF WEB ABOVE, THE STRAP SHALL BLOCKING TRUSS BEND OVER THE TOP OF THE BLOCKING TRUSS INDICATES TYP. ROOF s7.o w/2x TOP CHORD, TRUSS ATTACHED TO BOTTOM CHORD w/2x TOP CHORD, TRUSS BEARING ON T P 4x HEADER TMP WALL DBL TOP PL TOP OF ROOF NOTE: TOP OF ROOF SHEATHING REF. 1/S7.02 FOR TYPICAL OVERFRAMING DETAIL. SHEATHING fl fl B fl, fl fi. B fl. a fl. fl. fl. � OVERFRAMING DETAIL UV=1.-o,. TOP OF WALL DBL TOP PL AT SIM. CONDITION, PLACE Lu Y Lu SIMPSON A34 CLIPS AND 10d TOE p L ASI 04.1 12.24.2020 j TOP OF WALL DBL NAILS FROM BLK'G TRUSSES TO REVISIONS 10.23.2020 TOP PL TRUSSES AS INDICATED WITHIN O O U DETAIL 8/S7.02 RF1 21 09.03.2020 W W 4 1/2" 06.12.2020 W = TYP. AT SIM. CONDITION, PLACE 4x HEADER ( •. J a V 2x6 ON TOP (TO BID SETCONSTRUCTION SET 03.13.2020 SIMPSON LSTA15 STRAPS FROM ALIGN w/WALL m U BOTTOM CHORD OF BLK'G TRUSS DBL TOP PL) & CL J Q TO WALL STUD/KING STUD FOR 2x4 BELOW, PER d W THE BLK'G TRUSSES BETWEEN 3/S6.02 & 15/S6.02 PERMIT SET 12.19.2019 p THE TRUSSES SUPPORTING THE WINDOW J W LL WINDOW WASHING ANCHOR AND ISSUE DATE Z m O ON EACH SIDE. REFERENCE REF. ARCH. 5 8/S7.02 FOR ADD'L INFORMATIONILI Drawing: H W Z W AT SIM. CONDITION, PLACE O } rn REF. 3/S6.02 FOR KING SIMPSON LSTA15 STRAPS FROM ROOF FRAMING W Q p STUD/POST KING STUDS OR POST, EXTERIOR HEADER TO TRIMMER _ U CONNECTION TO WALL REF. ELEVATIONS, TYP. STUD AS SHOWN (TOTAL (2) DETAILS H LLI Z W PLACE SIMPSON LSTA15 STRAPS FROM BOTTOM CHORD CONNECT BOTTOM CHORD OF BLK'G TRUSS DBL TOP PL, TYP. STRAPS AS SHOWN) W F OF BLK'G TRUSS TO ALL WALL STUDS BELOW BLK'G BETWEEEN THE (2)TRUSSES SUPPORTING THE TRIMMER, REF. TRUSS FOR THE BLK'G TRUSSES BETWEEN THE TRUSSES WINDOW WASHING ANCHORS AND THE BLK'G ELEVATIONS, TYP. W SUPPORTING THE WINDOW WASHING ANCHORS AND ON TRUSS ON EACH SIDE OF THE (2) TRUSSES w/(2) Z EACH SIDE OF THOSE TRUSSES AS SHOWN CONDITION 1 : NO OPENING 10d TOENAILS ON EACH SIDE OF TRUSS AS CONDITION 1 : 4x10 HEADER U = SHOWN (TOTAL (12) 10d TOE NAILS AS SHOWN) 2x4 TRIM PIECE FOR WINDOW ATTACHMENT C3 < F- NOTES: TYP., REF. ARCH. C3Q H 1. REF. DETAIL 2/76.02 &4/77.01 FOR INFORMATION NOT SHOWN Ww 2. CONDITION 1 OF THIS DETAIL ALSO ARE THE ADDITIONAL CONNECTION REQUIREMENTS REQUIRED FOR THE EXTERIOR WALL Sheet No: W H H CONNECTIONS WITH NO OPENINGS FOR TRUSSES SUPPORTING WINDOW WASHING ANCHORS AS INDICATED ON S1.07A. ° INTERIOR WALL ELEVATION AT TRUSS ENDS SUPPORTING WINDOW WASHING ANCHORS ASOST02 SPLICE LOCATION OF FLAT 4x10 SLEEPER TO OCCUR CENTERED BETWEEN (2) ATTACH AT SPLICE w/(4)TOTAL 16d TOE ADJACENT ROOF TRUSSES AS SHOWN NAILS ((2) ON TOP AND (1) ON EA. SIDE) INDICATES PV PANEL SCOTTIEDWARDS ARCHITECTURE LLP. CONTINUOUS FLAT 4x10 SLEEPER CONT. FLAT 4x10 SLEEPER TO STANCHION BY OTHERS FOR PV PANEL STANCHION SUPPORT EXTEND BEYOND LAST CENTERED ON FLAT 4x10 2525 E Burnside Street, Portland, OR 97214 STANCHION AND CONNECT TO SLEEPER, TYP. phone: (503) 226-3617 www.aesllp.com THE MINIMUM AMOUNT OF ROOF TOP OF ROOF SIE A TRUSSES BEYOND STANCHION NOTED ON S1.07A, TYP. PLYWOOD SHEATHING r r r r r r r r � 4PROFFss GINC / I I I 1 I I I 71253 F 9 EO. EO. I t T T t t I I OREGON I I I d I I �q(L S. I I I I i I i i � i i EXPIRES 6-30-22 I I I I I I N I I I I I I I I I I I I I I I I 1 1 I I I I I I 1 I I I I I 1 I I I ROOF P/E TRUSS, TYP. i i i i i DASHED LINE INDICATES ROOF P/E TRUSS @ MAX. 24"o.c., TYP. I I I I I I I 1 I I I I I I I I I I I I 1 1 I I NOTE: 72nd and Baylor SPLICE FOR CONTINUOUS FLAT 4x10 SLEEPER FOR PV PANEL STANCHION SUPPORT SHALL OCCUR ONLY WHERE INDICATED ON S1.07A Job Number: 13519 I I I I I I I I I I I I I I I I I I I I I I I I 2 CONT. FLAT 4x10 SLEEPER SPLICE DETAIL SW 72ND AVE & SW BAYLOR ST " TIGARD, OR I"=1 -0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I • � T • ti1 1' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CONT. FLAT 4x10 SLEEPER TO ATTACH TO EACH ROOF P/E TRUSS IT CROSSES w/(2) 0.22"0x6"LONG SIMPSON SDWS22600 DB SCREWS PLACED IN CENTER OF TRUSS TOP CHORD, TYP. NOTES FOR ROOF TRUSS MANUFACTURER: AT EACH CONNECTION OF A CONTINUOUS FLAT 4x10 SLEEPER TO A ROOF P/E TRUSS, THE ROOF P/E TRUSS SHALL BE ACCOUNT FOR THE FOLLOWING POINT LOADS: DEAD LOAD =41# SNOW LOAD = 260# WIND LOAD =456#(STRENGTH) CONDITION 2: PV PANELS PARALLEL TO ROOF TRUSSES A B H T �_____ •_y ___________________ __y ______� STRUCTURAL ENGINEERS INDICATES PV PANEL STANCHION BY OTHERS CENTERED ON FLAT 4x10 CROSS FLAT 4x10 PLACED SLEEPER, TYP. BETWEEN CONT. FLAT 4x10 ------ ---- -------------------- --- ------ SLEEPERS AND CENTERED DASHED LINE INDICATES ON PV PANEL STANCHION ROOF P/E TRUSS @ MAX. AS SHOWN. ATTACH w/ 24"o.c., TYP. SIMPSON DTT1Z ((4) LOCATIONS AS SHOWN IN CENTER OF 4x10 DEPTH w/ 2----- --� -- --------------- •-� -- ---2 3/8"0x4" LONG LAGS)AND (2) 16d TOE NAILS ON TOP AS SHOWN, TYP. • r----- ---- -------------------- -- - ------------------- -- ------------------- --♦ ti -C ---- -- - CONT. FLAT 4x10 SLEEPER BENEATH PV PANEL STANCHION AND PLACED ON TOP OF ROOF SHEATHING. EXTEND BEYOND LAST STANCHION ------ ---- -------------------- -- ------ 2 MIN. 4'-6"AS SHOWN CONT. FLAT 4x10 SLEEPER TO EXTEND BEYOND LAST STANCHION AND CONNECT TO THE MINIMUM AMOUNT OF ROOF TRUSSES BEYOND STANCHION NOTED ON S1.07A, TYP. r----- •-• -------------- - ------2 CONT. FLAT 4x10 SLEEPER TO ATTACH TO EACH ROOF P/E TRUSS IT CROSSES w/(2) 0.22"0x6" LONG W t---------------------------------------- 2 SIMPSON SDWS22600 DB SCREWS REVISIONS 10.23.2020 ° N PLACED IN CENTER OF TRUSS TOP 3 W CHORD, TYP. ASI 04 10.15.2020 000 = w H CONSTRUCTION SET 06.12.2020 Q v BID SET 03.13.2020 m V NOTES FOR ROOF TRUSS MANUFACTURER: IL d W AT EACH CONNECTION OF A CONTINUOUS FLAT 4x10 SLEEPER TO A ROOF P/E TRUSS, PERMIT SET 12.19.2019 Z = THE ROOF P/E TRUSS SHALL BE ACCOUNT FOR THE FOLLOWING POINT LOADS: IGH Q w u. DEAD LOAD =26# ISSUE DATE Z m O SNOW LOAD = 162# O O Z WIND LOAD = 275#(STRENGTH) Drawing: d' ZW W a z ROOF FRAMING V CONDITION 1: PV PANELS PERPENDICULAR TO ROOF TRUSSES DETAILS Z W aa � H UW z W 3 � = wW Sheet No: W I- _ X LLI- ° PV PANEL SLEEPER LAYOUT PLAN VIEW S70O3 ASI OFFICE COPY P�P2QI�i ��k3 noo SW 12r I VISION RECEIVED AUG 18 2020 CITY OF TIGARD BUILDING DIVISION PIPER M E C H A N IC A L /A. 1 B B.2 C C.2 D D.2 E FF. 1 (G. 1 H APPROVED Bup ao) lq ' 00 3y3 � o a - C m o1 m ._ U) L 3 H °6 m Q L a N U) i - - -- TRASH 114 $TORAGk- T { 120 WATER � BIKE ROOM MAINTENANCE s r ,ELEVATOR � _ STAIR 1��2, UPO = RR s S2 i 119 116 108 �n7 - -;i 106 E-1 ; S1 i - - - - - -- - - 855 sq ft 787 sq ft 787 sq ft _ 6 LOBBY COPY 100 COMPUTER 3" RADON 3" RADON 3" RADON UP - ROOM a 6.A — - - o IZ6 N i LOBBY vrri . �rri 100 Permit Set 103 102 - - 6 - Radon Underground Project # 22001 R 0.00 Issue Date: 08.17.2020 1 UG Radon SH7/20201;03:47 PM v - PIPER IA. 1 B B.2 C C.21 D " D.2 E FF. 1 (G. 1 H MECHANICAL 1 2 U o VI O T� 3 •L U) 06 Q L � N r 4 --- - - TRASH -- 114 STAIR 2 WATER BIKE ROOM MAINTENANCE RR - UPPER LOBBY ELEVATOR RR STAIR 1 -- 11-9- 107 2 116 108 106 E-1 S 1 CORRIDOR - c 0 _ •c LOBBY COMPUTER 0 pn�A 3" RADON DN 3" RADON DN 3" RADON DN } f COPY 100 6. ; 105 - 3" RADON UP THRU ROOF 3" RADON UP THRU ROOF 3" RADON UP THRU ROOF LOBBY (31-HUL 100 UNIT 2.1B 111 102 Permit Set L1 Radon Project # 22001 R 1 .00 Issue Date: 08.17.2020 L1 Radon am 11 20 7:03:47 PM PIPER M E C H A N I C A L /A. 1 B B.2 C C.2 D D.2 E FF. 1 (G. 1 H U) ig� LO T� m _0) ~ L — — F— ami Q L 0 c . U) i i i UNIT 2.1 — - - ---' 221 41 UNIT 2.1 �`� � L 220 — -— w— P- LA 2NODRY 1 i -- i BV u �^ RECYCLINq -- l MM NITY - - CO U ROOM L 224 T _ 1 - _- _ - - 210 --- - v ---_ _' 5 k r TAIR 2 s - SERVICE �. E 217 ELEVATO ` IR ; 3 STA _ 2 ! I j CORRIDOR r w 200 6 STORAGE E y ELEC / IT 4 F q - - s I - 3" RADON UP/DN 3" RADON UP/DN 3" RADON UP/DN 209 � �- - i 206 - - 6.A N __ —� - ami 0 cif r Permit Set fi UNIT 1.1 UNIT 1.1 - IT 1 UNIT 1.1 .1TYPE AUNIT 2.3 UNIT 2.3 , -- --- ! ' — _, _ - ( - UNIT 1.1 - - -- 216 215 <,-- 213 212 — -- 211 208 207 - - --- - L2 - L6 Radon 6.' B i Project # 22001 - R 1 . 10 .' Issue Date: n L2-L6 Radon _ - 08.17.2020 �J 1/8" = V-0" 8I7MMM 1:03:48 PM ELECTRICAL TO PROVIDE POWER ON ROOF FOR FUTURE RADON FAN. 3" RADON VENT PIPER PIPE THRU ROOF MECHANICAL (SCHED 40 PVC) 3" PERF PIPE RADON VENT (5' MIN LENGTH) CONCRETE SLAB 11 % - Jn GAS RETARDER MEMBRANE MIN.4" GRAVEL RADON MITIGATION PER OSSC 2014, 1812. MINIMUM OF ONE RADON PIPE VENT INTO EACH SEPARATE 0 AGGREGATE AREA. RISER SHALL BE CONTINUOUSLY SEALED AND LABELED"RADON VENT". PROVIDE O OPTION FOR IN-LINE FAN INCLUDING APPROPRIATE WIRING/JUNCTION BOX. CONCRETE SLABS m cu REQUIRE A 4"MINIMUM THICK LAYER OF AGGREGATE AND A 6 MIL THICKNESS OF GAS RETARDER MEMBRANE. M ?: F— C.0 U) n RADON DETAIL06 NTS — ¢' L � c /A. 1 B B.2 C C.2 D D.2 E FF. 1 (( ._ U -- - 5 0 w U 3" RADON THRU ROOF c m ° ° ° 0 C) y �`- 3" RADON THRU ROOF 3" RADON THRU ROOF Z Permit Set Radon Roof Project # 22001 R 2.00 Issue Date: 08.17.2020 ROOF PLAN - - - - - - em12a201:M-.48Pn 1/8 = I'-0"