Loading...
Plans (99) 10 9 • B J • 6 ■ 5 ■ 4 0 V I ✓\�.J ) (J— � 0+., _. 1 1\---i-Lk-0 � � \ ,L/ \ '4 V/\ ,. l H 1 (a-3, 4 CEI ©© T s HILL AR,NITI,T< © y _ IJ50 Rl 'LININIP ROAD II CORRIDOR'S AIRS- BALCONIES K __ 1 O _ I►' LNE LOAD —I INE LOAD--0JP6F' r_ i WEBLOADNI�SPSF O IO Wf:T I05 5 O0.FGJ\ OS LIVE LOM.tOaPSF ' CORflIDOR5TNR6, .1— P R 2 4 2 l I T E I/ .. 1•.�. ��. .., rF:505 505.SO. H\603.SO;S0;4 © :: ;'ss '. p 64 Ar 1n .. (7Y OF G , • ,. ... i IC��J/CFS+ry1 p •♦• . �' ......... •♦ r d, RESIDENTIAL o®�.A �II/2:19101v V�l.F�4.�/�+ • yiri i NE D r��, BUILD! LIVE LORD 40PSF i Ai Vii.• • ... 000k 1111 . B■, ^ : e c 921 singtci.n Suite^SBO• �� I minip CI At PDNend,Orl90 972 . ' . 0 _ ..♦ �. \\Nil: P(60312422Nd n .E�ieMlirwswm CO ♦♦ \�. � w, 7.a......11............-1::::s • O ��I •••• • ♦•.� / \.1■■ wselmow. m—.«L E " CO .. 1118 =r= • ...111 ��///�� ` �_ IE' IOW ROOF •i�i + _ — — . �,1'1\111MI SNOW LOAD PBF litliJ111 o '•.:1 �i(ii�:7ii':i LLAsik.014 • O �SPRf ROOF TERRACE AND 8A W LL I I � .4.-t leREcREA nom ROOM NELOAD_100 I .•1y —. : SNOWLO PSFDRIFT E a rt,z• A YmIXe • U) w C^` w W E . TYPICAL LIVE LOAD MAP LEVEL 2-4 FIFTH LEVEL LIVE LOAD MAP A.\ N ° J SCALE VIG=i' 0 a' SCALE:1/16'.I.. $ • C 9 dr C F. a .- < 44CI) s o N • 0 ____ __ L REVISION © 1111. - '' Sejr.'' • ft THIS 14I13M 050555 BE l' -►{ 1 ll { LOW ROOF ( ,NOW LOAD=26 FSF . © ‘I‘ip. 1 hi pity of 1�igard o • • \ ro @d Plans • D 9 z - MECH WEIL p•i- 0i,' Itir S/1 s 11 1` I a friBI r ... �. 3 E OB-3,-3018 BUIIDNGPERNRSET Alirdia, II' '• iioJ va- Aumo1 rn.ee 1 _ . — Mpgg L9 ii u •e E - f- a t<STRUCTURAL LIVE LOAD mit MAPS wg a § R CC a ROOF LIVE LOAD MAP 0 O pp� bSCALE:Ble.1'0' N V-ES a 10 . 9 • 3 . • S 1 1 0 J 6 I 5 • 4 • J ■ 1 I 1 5 10 • 9 • 8 • 7 • 6 • , • 4 • 3 • 2 • i 6 5 _ STEEL FRAED P-, IMPERVIOUS . PRE[/5'f CON(AflE STEELS KEYNOTES SPA DECK , PAYERS Rr. _ SPA DECK 1027 TOILET PAPER HOLDER e iii' tib. I TOP0759 2241 TOILET H ILL i 2X4 PTLUNBERMIME A R xLrlc Ys SUPPOAiS ii—96 g' i ` FIBERGLASS 111L25(r RIASFl Nt Hlf ROAD SMELL ` yTMLyLp� 9I Lit 100 fn '—•"�" M'•1'Y KIST t19M OREGON 9709, 9� OM 1�� it: SAR 808.0.099 IR5 509.Rp5 M19.1'� 0.00EIFAPKESiRLICNRESPA MAIN DRAIN ��I I.f�',._.._-,_i, '� �:._._._..._ — 43'-i 1t� • Vi/WRBD SHFA7HEVG I I� . 1j �TIDM 6SPA_� • ■ SPA DEPRESSION LEVEL ^.�_ ,•, p — 41HLYL CE__XIGx AI'6' RESILIENTCWWNEL �'-,Ii■ 2P GYP5TIM BOARD 2 GL63/R'e 11] CE LOW _ '_.1-.� 'n_,..I'-II I1 0.3' �' 912'i11013'O[� —��I 11 7/1 111 0 16 OC ADJUSTABLE SLOPED RIGIDINEUATION =2..I PAVERS (1/101'IW/WRR Oa SPAva.T�DETAIL ® 0 9l'K6 Q3 I I O , ...a .© 3%ciii,II -L—-.1 inno inomminsitmma 110Ttwat r 36/ -- a ® IJ illairs= 11 I I ,.. I/1IE►4Mg . I LL 11111111111 _ N. %�I m • Q,Q� mii,itiiffiNFIEED II tI E.,,,,.._$.oof -_- 0 KM • • -- L_ 1 ., ACCESSIBLE SUI BY ROOPOGPPORTED — _ — ©Q . =.=:=::—, I III di _ / NUMMI DSTAIRS 0 CDMIRMII'/ ©� ,. 0 • MECH6NNAL S03 ROOM DEIX NE PoASPA PEDESTAL - ,«rev ,4,_ _ ,...e)SPA MAIN DRAIN ._ SAT STH Ll0.H . -- 9sr's�•e��A6®ia.:_ — — _.--�.L,— . Levels , W ''rl II ix 124' 3'-0' .. 0 J • . IP ill W — u $ � � • Q 0 —tt_. Z ©$ ---L: E g 2 SECTION T SPA I I IIICI! 2 TM SCALP L:. 100 I � , �Hi�r�l _ � o cv I - z (--P • Q Q Q ,,,i,,,,© ..JpiJ I- O 1 ■ Ii i I Io- THIS AIM,xoom BE 2 L ....... .. 1 ._...._ _..-_..._._ ..�.,..,,n:..._ ...-,— 444 g If : 00 ... ... Wert APW High C—) HTDIESS • :.•••...".•;-':-....." .�: _ r»mb... _:r .. _—' L-. —Eo 5..—Pouf h �Giy'fl -�i . -- 11111111 1111. 1i 111 1 IfildP9Chl 0 , VJ r riAii! �Sil ® ` `m —01111_,....."",..---- -� ! r ( . r 9 2019-AR-30 WRRType P5045U EP9IEOR "� '—'~"' 1... P �,r; ME= 195 4 2118-0x-26 Past PemN VE Revisions MMI S rl X1ic "^'1' 284' `— ® 16-061-1016 BUILDING PERMIT RPSUSMITTA —..moi 'I.. - 0 O 1.911, I6761�u'vu, 00 .. PLC 3 SECTION THROUGH AMENITY RCP _� - -_ 2D LEVEL 5 ENLARGED PLAN `AMENITY SPACE A4?D 1C.11L.Ir4'=1'O q A420 10 • 9 • P W • 8 • S • y • 3 • • 1 SEE INSTALLATION GUIDE FOR APPLICABLE DETAILS DESIGN LOADS DRAWINGS CALL FOR GL STRUCT.DRAWINGS ARE INCORRECT. ID FLOOR: ROOF. LNELOALt—40-PSF INFLOW—25-PSp 5-1/2"1X11-718" THIS BEAM SHOULD BE PSL 5 1!4 X 11 7/8 COMAE—25-PSF DER/LOAD 15-PSF iig/ .rrpLyR eroxaAx°. .6nAcxo.err°exxe,. rxa mxMe"a (17 n O BUILDING PRODUCTS — NAPATmLmeTALLGUe°PRIOR TOMOW,PLATaMT. 1 �I/ as-o' (IP 5 ANA<Tecne°eT�:EEPP.,°e°msxre"x Emvq x rxoa,HE i 34'_0' 60^ 22.-0" I 22•-0" -1 F— Ma.TS:LA UT4111n,eC,wxm,x TH°cox,RACT DRAMxc.,11111.6(11111.6( IIill OF) Moo nP I t`10 1 i Ism A] P SOLID START RIM BOARD Designed By:SJH-Htdlig Building Products K T -- I{ --.—._.�----- I I U �/� O --. 1 Be _._--. �_._ --�_.—_—.--._--_ O MARK TYPE QTY. SERIES DEPTH LENGTH I I •0' p �_ to JB I-JOIST 13 LP118 717/8• T I MO Mw�e J7 1-JOIST 8 LPI18 117/8• 8' I I I I ® w� ,,�� J6 1-JOIST 64 LP11a 11 7/8• g' ^ 1 i 1a +.—_—__ ._.--.— _ _ BBO neo -----81 ----,..... o, J5 4JOIST 64 LP118 11 7/e• O ` � roes J4 IJOIST 56 LPI18 ,17/8' 71' .o L _ _ .... + J3 IJOIST 83 LPI78 -71 7/8" 73' HGLa,m • e ii BBO 1 J2 IJOIST 171 LPna ,1 7/8• 14' '� i ► I / 1 pj8O BBOBN/A TYPE QTV." DIMENSIONS GRADE SPACING Ioin n,LSLBLOCK 114 1 12"X11 7/8" 1.55E 1COC. -- - IL - _ wa.4aa I I 0 - - C c_vC _ cc I W� N/A TYPE QTY. SERIES DEPTH SPACING I Er r� m r 2\/ oto A71 SOLID RIM Ab STARTER JOIST fJ015T BLOCK 112 LPna 11 7/e" 16"O.C. I 1 ' m A s s i m 7 ' Rom Lanae.emCxm° PSL 5 1/J X 11 7/8 I I I L L Fasten rim beard to each Boo N/A TYPE CITY. SERIES DEPTH LENGTH `a i BBo-f y °' y -- uoauwnvo,»eaLxo, - /f _.. ,aa bon nail Per sense - 81 1 1/2.7.55E LSL 11 718" 2P =O G 5 1/2 X 11 7/8 _ - MAR��TYPE QTY. DIMENSIONS GRADE LENGTH.' L� \`M 87 BEAM 2 37/2"X1,7/8• 2.0E 4' ^ ,,,..,..,...,..,,,iii, B6 LP LVL M 1 31/7X117/8„ 2.0E 5' F . 00000b000000 . - - - - e (n 45 BS LP LVL BEAM 1 2.0E 6' O O \�) B3 LP LVL BEAM 11E,7(?( 1 7/:" 2.0E 11' I ---BBO i :I:81 LP LVL BEAM 4 31/7X1 2.0E 14' I, 84 LP LVL BEAM , 5't/F1"1�r 2.0E 10' C11)-- n 1 - 1 m �v ii ilio rM' 1 n- B8 LP LVL BEAM 2 III — S�o.---- -- tb LP Lvi LVP sae 2.0E 14' _ - LaLPRlmeoe.e.Rblmsnv 88 GLU-LAM BEAM 1 31/7X11.875 24F-V4 9• I - Ilm B9 GLU-LAM BEAM 2 51?X 9 7/7 24F-V4 7' L. , 13 1iPI END OVER INTERIORR 810 GLU-LAM BEAM 2 51/7%11.875" 24F-V4 5' -- --- �...I SUPPORT 011 GLU-AM BEAM 1 5,/TX 11.875" 24F-V4 8' - - I ° - ° - - v _ e G e _ _ _ I 1. - I,ATBwAI 111E1 tY La am,YhB 812 GLU-LAM BEAM 3 512•X 71.875 24F-V4 8' m I _ I 61.47'7="'avFne I �� 813 GLU•LAM BEAM 4 512X 11.875• 24F-V4 8' Os _- + - _ - _ _ _ -I eo r 0 B14 GLU-LAM BEAM 1 51/TX11.875 24F-V4 10' a DIST BLOCKING a 4e-xi E/cG. 615 GLV-LAM BEAM 3 51/2X 11.875 24F-V4 12 880 T�.�axj,�� , m m � / B16 GLU-LAM BEAM 1 512'X11.875' 24FV4 14' 2''' m I-_ _ ' .... A \ 0 817 GLU-LAM BEAM 2 512`X1,.875 24F-V4 1T I ' „.„„ ��\� 878 GLUAAM BEAM , 5,2"x,4• 24F-V4 „• C I •,� MANUFACTURER N/A _ I m m iPc •- _--- -- - - - III Q—�1. N/A TYPE QTY. SERIES _ OI 6:1111111111 (vnsome - HANGER 3 HGUS5.50/11.88Simpson I 1n 1HANGER 279 RS2.5a/11.88 Simpson 1v mr'' I I I— J CANTILEVER DETAIL I ' ._._.—_....r_.__.—.—._._.___ feo roiMorcemeM reRWTea I I m ft 1,1 APa RetrR2raz ose ILI A - I � Q I\�• ' ,,• similar I Ltd T 1ffIPIIIiI_ 0 ._._._.—._._._ill e I . wmw.«.emaPeR.b"v a CC Ft HILL Aa1.NtVutY'e +!!II I oJi T ! �J rn -'- - - - °c- - - m - - - B, ---mCan b ' � 13B �� � -- •; 00I- 0, I ii erb.....-. ....s,a I /I �- eme. .e..G. I V AAAA. ........../..... AAAA,.. m I c---‘"p. !C JPliI - , , _�� e w I J 10 16 18 (/t�j\� �,—_ NO NONE OF REVISION `J T.? Al R 880 SABRE. .f_i _ • r®, tl E RIM BOASw0NOP MATE WWI aso ►4 I- II•. ° s . F. Hill Architects Review:: O :a BBo ' _ _ i --_---- 1. {, ---._._._—'—'-- — -- -eco ` DESIGNER Comply with structural engineer markup&comments. eco eco BBo eco 1 _ /�r°oaauw pneAGeareCBrMuewB SJH 2.Verify joist designs loads are as shown on S110,see attached. Joist noon 00 018 eG.T.P I calculations do not indicate which joist mark they are related to. Description of la tI joist locations on page 5 8 6 Indicate location as"deck”. Floor loads on decks PSL 5 1/4 X 11 7/8 , , are 100psf. 2-HOUR RATED ...- 1 JOIST 82 1r OC HUTTIG DESIGN NUMBER 3.Shaft dimensions marked are clear shaft face of framing. L 2>)4 STUD WALL e.17 01 C2 808046 J 15E 5F r 11 1. l ig III I 1 THIRD FLOOR FRAMING PLAN ` PAGE 1 FLOOR JOIST TO BE 11 7/8"LPI-18 @ 16tb.c. U.N.O. % 1 OF 4 NOTE:THIS PLAN IS VALID FOR ENGINEERED WOOD PRODUCTS ONLY AS PROVIDED BY HBP ORIGINAL PLAN DATE 4-27-1 5 SCALE: 1/8•'=1•-0•• 4 } L - SEE INSTALLATION GUIDE FOR APPLICABLE DETAILS DESIGN LOADS DRAWINGS CALL FOR GL STRUCT.DRAWINGS ARE INCORRECT. LP FLOOR: ROOF: 5-1/n X11-7/8" THIS BEAM SHOULD BE PSL 5 1/4 X 11 7!8 INELOPII—40-PSF LP/BLOOD—25-PSF �/OLO55 igrlsr«Eau "A`g,.Pa�cIceXIL MI.:MIDE«.TD.a C`otrro —15-PSF i BUILDING PRODUCTS n",w D«p D MOM, b«x.. 1 O 4li) 9 :n NTErnE«o�«EE«mEpcxa gano:T«Ew«,w,n0«rm«Da v«L e I 34—� I I 2Y-D. j F MUM ED B._MEEMTV,ABIMM ".oxia" E' 1 ! I l// N� j j ; C4,1N-O I j 1 I— �� JLP SOLID START RIM BOARD Designed By SJH-Hu8i9 Buedin9 Products © .-- I_ _—___ --_------ I MARK TYPE Ott. SERIES DEPTH LENGTH 1 IIIIIIN � O111,0 07r �- tOJ8 WOIT 13 LPI78 11 7/8" 7' I I Q_ •ANeP J7 I-JOIST B LP118 717/6° 8' I I I Q CG Lr) ���� Ir4wE aa� J6 1.10167 60 LPI18 17 7/8" 9' n j I '; «y Se. J5 IJOIST 64 LP118 717/8" 10' O -----____I______.---______.____ I NO BBO I BBO BBO Q . ---..:::%....._:-...--,/' .\ ,_moi J4 IJOIST 56 LPI78 77 7/6" 71' ID - I- ---.-. -- - -.__-_._._.-.— lin l^ ...............„.„..............„/"I'...,/ 1 / J3 IJOIST 83 LPI78 17 7/8' 13' j xouLsm TN Mr-. BBg BBo �- Ct I` J2 IJOIST 122 LP118 71 718° 74' 'd \ J7 IJOIST 57 LPI78 717/d" 16' 1 I•I }- BBO`• N/A TYPE OTT° DIMENSIONS GRADE SPACING �• I1 6,.6�_ MO o9.rr�ae aver LSL BLOCK 101 7 117 X 77 7/8' 7.56E 18"O.C. i , I I m arae.. I IIIc N/A TYPE Ott. SERIES DEPTH SPACING m I �•o D_ r ■ e ATI SOLID Be.Ab bTARTER JOIST IJOIST BLOCK 112 LPNB 11 7/6" i6"O.C. m I a, I s m I N� rrilh Ladner az:: I _ ,..en.board 10 each Boo N/A TYPE QTY. SERIES DEPTH LENGTH c I • BBO s S' _ -'I Joist using one ea nen of Ind ben nae per Mina - RIM 67 11/71.55E LSL 117/8" 20 -� _._�..-...... T.Y„'„ „T .� ... �� Z +- i .ESP. =o PSL 5 1/4 X 17 7/E w �. F1m1-H GDE LENGTH^ 171! • j -1 - - - - - c e e D _ e D q•2ml L 7 X 11 /8° i 111 ____—___4 31rZ 20E 14' :11:C12 D �2 B4 LP LVL BEAM 1 51/4"X117/8' 2.0E 10' mf ,ffiIllti:157,5____',.' Pow.Woking for aappon•a reaae•a.ue.Lp l-xie. 82 LP LVL BEAM 2 51/4"X 71 7/8" 20E 14' _ -Lv wu tv Lsc«Ev wm eoa,a.a ol0•u«g 88 GLU-LAM BEAM 1 312"X 71.875" 24F•VO 9' 11111 II..B9 GLUTAM BEAM 2 51/7X912" 24F-V4 7' I \83 LPIEND DYER INTERIOR B70 GLU-LAM BEAM 2 512'X77.875" 24F-V4 5' 7�IJ .!SUPPORT B12 GLU-IAM BEAM 1 512"X 77,875" 24F-V4 6' Q lI.v 872 GLU-LAM BEAM 2 512'X 71.875" 24F-V4 8' - 111II ,asN'I) 873 GLU-LAM BEAM 4 572"X71.875" 24F-V4 g' ba ie - 1VH1/16®.L_"J� B14GLU-LAM BEAM 3 57/7X 17.87524F-Y/ 12' Nola LOC1a'd�\� � 815 GLU-LAM BEAM 2 512'X 11.875' 24F-V4 @�� a m- 14' m mBib GLU-L4M BEAM 2 512'X71.875' 24F-V4 1T "-._I ..., / � B17 GLU-LAM BEAM 1 512"X 14' 24F-V4 11' 1 N/A TYPE OTT, SERIES MANUFACTURER N/A I - W �\, wEuq I°.a'g - HANGER 3 HGU55.50/11.88 Simpson - - j m - - I I 289 1T52.S6n1.88 Simpeon I I- HANGER _ �N m _ L ri 17 —I. — - l I 1 11- al o I, m m ZI 1111111111111111h W 1111 gI WZ � � J NCO m� IfIIIII: == mi— CL I4 Ii� v. EE � • DATE OF DESIGN\ ,' L __ j t m 10-16-18 .---._._._._. Bao Beo DATE OF REVISION ' 1111 BBµ m � NONE mgeLaa d PLATE NMI rP _� �� 10 ••BBO^ -I I- ' mj l __ ---- - _ _leo 1 DESIGNER ^--------_.- BBO NO 080 BBO E«Oe.OPerooroen.00eaaeg rr nano ee I .- --.-.---._._._.__ SJH Nes MLEASO IP«eoviaeu Pewee See previous page for typical shaft framing See previous page for shaft dimensions HUTTIG DESIGN NUMBER 808046 FOURTH FLOOR FRAMING PLAN PAGE FLOOR JOIST TO BE 11 7/8"LPI-18 @ 16"o"c. U.N.O. ti 2 OF 4 i NOTE:THIS PLAN IS VALID FOR ENGINEERED WOOD PRODUCTS ONLY AS PROVIDED BY HBP ORIGINAL PLAN DATE 4-27-1 5 r SCALE: 1/8"=1._0x StER'aTaLtATfON GUIDE FOR APPLICABLE DETAILS DESIGN LOADS i FLOOR: ROOF TERRACE ROOF: WELON1—40-PSF INFLOW—40-PSF LNELOW—25-PSF UADLOW—25-PSF LFADLOAD'.—40-PSF COROT—15-PSF es. ° READ oar.o< ��RSTELL aF ETO Rs° PLACERENT. i (PS(P CI) ^ BUILDING PRODUCTS Rerxuxno oo°<ra 84'_0, ��4') (JY) 14E .4::Br=7•E osal�:E.>I new.rmk,xe<o.,s.r.. . 34_0 f 6'_0" 22._0, li {- 22'-0" 1. pevxooa 4roE:o1a ae.+, c o at°e UNLESS CO MOO I I I I NO 1 r(9 I I1 OCO AI LP SOLID START RIM BOARD Designed BY:SJH-HutNg Building Products O -------------_ I I I ._.._.. _ �� MARK TYPE QTY. SERIES DEPTH LENGTH I _– I — ------ -- -- — O ,fas`,`i�KI°v°`e°,Bs° Jt 1-JOIST 20 LPI20 11 7/e' 18' I GL 5 1/2 X 14 I ,-,--7)- .._ ry I-0 �`o�aaa °"„ °v„ JB 4JOIST 39 LPI18 11 7/8- T ,� I I i /� O °ues. ° °�°ry J7 I.IOIST 34 LPHB 71 7/8' e' I GL 5 12 X 11 7/8 • 1/�{ Iii , J6 1-JOIST 64 LP115 7178- ,O 0 _—_. ✓.FIS f I. __ BBO ¢BO BBO BBO I Q �\ ^' L J5 IJOIST 56 LPI18 11 7/7 11' III'_BBo 1 J4 1-JOIST 83 LP118 77 7/8' 73' 1 RnJsealr � BBO ®mo/ J3 FJOIST 108 LP118 117/8- t4' n .—_.__ I _ m \ ,-i 880IIII__ � DI-----1-1- IF WATYPE QTY.• DIMENSIONS GRADE aPAC94G - - Nr . .nrr - LSL BLOCK 120 11/2X117/8" 165E 1e"o.c. i j -- IIS ■I- 1.1.E A I or leuRar, N/A TYPE QTY. SERIES DEPTH SPACING m I ' ' - A71 LOU°RIM AS STARTER JOIST - -JOIST BLOCK 97 LPH8 11 7/8" 16^0.C. i . E. with Ladder BlockingI - Fasten rim Board a WA TYPE " Bao sI 4Jmslbeach Boo QTY. SERIES DEPTH _ using one 80 next LENGTH o .:--.. �, I N� 10d boxo 1111111 ff II had cerBanos - RIM 54 ,12"1.55E LSL 17 7/e- 20' GL 5 12 X 11 7/8 �. MARK -E QTY. DIMENSIONS GRADE LENGTH"" o I '' ��TS LPLVLBEAM eoaRBx O:' �� gy' '' �_�__ uW.. _ �s GL 5 1/2 11 LP GLMBE875F1__ - , B2 LP LVL BEAM 2 20E • -- -- - ' T PMIL '>mmFwn°..ik"a.u."Lvtt B7 GLU-LAM BEAM 1 312"X91/7 24FS1 ' _ '�I cv w.LV LSL aLv wm eo..a eaMwkw BB GLU-LAM BEAM 2 5,2"X917 24F-V4 7' B8 GLU-LAM BEAM 3 5,2"X 11.875" 24F-V4f B3 LPI END SUPPORT OVER INTERIOR RIO GLU-LAM BEAM 1 51/2'X 11.875' 24F-V4 6' 1 ^ _ - ---- 1371 GLU-LAM BEAM 2 51/7 X 11.875" 24F-V4 T m' _ " ' ` ' _ _ 'rH gown �� �I^' Is La 91°cup II 812 GLU-LAM BEAM 2 5,2'X 11.875" 24F-V4 8' o rva® _ _ 'c v!Ct F.0 —_') 813 GLU-LAM BEAM 6 5,2"X17.875" 24F- m ,_. 814 GLU-LAM BEAM 2 51/7X11.875 24F-V4 10' �+asrslow I o '€ I 2°2 \\�`� 13,5 GLU-LAM BEAM 3 51/7X1,.877 24F-V4 12' �.r OR I el �m i - �,/ Bib GLU-LAM BEAM 2 512'%11.e7S 24F-V4 14• •_ -BBQ ...... ...... ."? . ' ® • m • � 617 GLU-LAM BEAM 2 51/7X11.877 24F-V4 77' I B78 GLU-LAM BEAM 9 63/1'X71.875 24F-V4 14' VI'vW+a �\- 819 GLU-LAM BEAM 8 6 3/4^X 11.875" 24F-V4 16' I m io T a s - . • In -- -_ wcuq (� "/ N/A TYPE 0T'. SERIES MANUFACTURER N/A i I , V6imp.on N l `� ■HANGER I 8 HGUS5.50n1.88 1r/1111 - HANGER 357 1752.56/11.88 Simpson - II ____ __ _ , Iir REVISED II � I FRAMING AT ... 1��.'! �'�� ♦ENOINEERORRRDORDPLEASED - 1 ----- Enz. - 1 -s— 0. Q SPA RECESS Im - --- -- _...._ L. ..:. -- o Y 'AMC! 96IIII - ...:. ,_I. 21 LVLT 3/4x11 7 -_- ` 121 GL6: _ I o .11 !r4 /�I���- NOTccI�+ _i�- LEDGER St i m I '-rlttaR Lone; ._ e-. /,a //�ryry 1YP� I I' ,i�. "1 19 P-L3 U2X 9112 1 �O P _ ■ N ' ovulmnulROT{NA.rvIrL'1ii�-_ I I- (� Ga , D�L1id� 4 m C eralFe _ I $ 1 � Ili pp: ��l EDGE OR STEP 1,„.„ „ ,„, , ,,, .-- i . '� If ! � I GL 5 1!2 X 11 7/8 w I ' 9�ilr TJI La i r oc + I,I��� I L v� LVLT 3/4x11 7/8 �� .^�' _+. ...._ ,_____ __,4—., m f m j' }■■', _■m LL - 1/ II 'I'll - --- ', , 21 GL6: I e' 1! m Q. (� l 1 SK-01 o -- ='v' e 1 / Bao BBO T ` aji rY�R��i/iv�i�I ' I T I I ��r�, F41114114-1 Iml ��m ' ...... Dll�1.L PAVER / \ I����� __ I' � .i � DATE Of DESIGN ;HTHG ;RRACE ry-��Of ���I� �ml _ _A II It 10-16-18 3'-212' WIL.,A�..►� i I I __ ,-. t _� ;1 B __. ._.__.__I_._.BBo 1 n1 rvoeLeowBOFFu�rewd9. S Lill ____ DATE OF REVISION 3, /�- I I __ BBO o BBo 10181 BEAM TF� .. - _____. m I FLUSH NN BOTT. GL512x117 o �" _�® V m I 1 -I NONE n I B¢o -- - .I I _ I 0 L-- II._ 1. III 880I PI//I1 ZI4.r1T ENGINEER OF RBmRDMO S rt- �- BBO BBO BBO BBO DESIGNER FOR ALL 07011107IN FLOOR IP REgpRED.TVP ; _11. I S J H See previous page for typical shaft framing ` See previous page is HUTTIG DESIGN NUMBER shaft dimensions 808046 FIFTH FLOOR FRAMING PLAN ► PAGE 41 FLOOR JOIST TO BE 11 7/8"LPI-18 @ 161ro.c. U.N.O. ' 3 OF 4 ,, ,,,, „ .„, ,,,,, „. ,,,,, ,,,, ,,,,, ,� NOTE:THIS PLAN IS VALID FOR ENGINEERED WOOD PRODUCTS ONLY AS PROVIDED BY HBP ORIGINAL PLAN DATE 4-27-1 5 F SCALE: 1/8"=1.-D,. LP SEE INSTALLATION GUIDE FOR APPLICABLE DETAILS DESIGN LOADS FLOOR: ROOF: INROAD-40-PSF LNELdA-25-PSF xs..n,aaxa eoxxaB s Q BUILDING PRODUCTS [BOLO*-25-PSF DMOIMR-15-PSF 1 .acnn True MAO oulanx>.nclncixsuc same vaoxrorBw PLACID....meas. I 5 :e<la`;erE'"�eE°oxm.:ra,,,xEx nnxz exooTMe I 34_p^ i 6•_D- i 22_0" 22._p. I 1- 1.1 - 31 USE IIIESE la Mtli91/I M,exo.EoBY—(SEEKMn:BOVE ax" „eCONTRACT a. ax x,exg Cir) CVS I I I I ti� I I j '�K � c6 �J I --------` I I --- --- I - j - U GO ul8g Building Products ---- —r--_----- ®D O C3) Designed By:SJH-H MARK TYPE CITY. DIMENSIONS GRADE LENGTH" I 81 LP LVL BEAM 2 312"X11718" 2.0E 14' n I i 0 C� 82 LPL VL B BEAM 3 5 12"X 11.875 2.0E 14' I (2) .%,_.,-r2, B3 GLU-LAM BEAM 2 612"X 11.875 24F-V4 13' t J /-. ----.-.-I ----.-----.—.--_—.—_ ■ 888 BBO I BEO 880 rill— I I Ch 17LL `! - .w� ®a. 2� Iir. 1•V _______. I I �Yo I NCV I, 1 . q10 zZ� . 1 1 14 k‘r' . ' Nj L 4 kx,\N 1 2_, i 1;4*km. 16. 1. - 3: 1.„ i 1--vmmilimi. 123 1. i.* Lit =t r I F- O \\.,N:4..f I Izi I. OC If BBO1� � II. 9] -I I I� HDR......., I <>6." litil\ 4\Sl vm O N ibNN\ 1 _ ______________ ° Z0 w e° I- 1r r rj- SD1 • I LOL 4 DATE OF DESIGN 10-16-18 ----------j I --- - -tiff ---- eeo - . BBo :Bo DATE OF REVISION b 109Tim �I I NONE q �._.�_._.a:. -- BOO Boo 000 eeo i DESIGNER I ' , SJH I I j 4 ROOF BEAM PLAN HUTTIGDESIGN NUMBER� 808046 NOTE:THIS PLAN IS VALID FOR ENGINEERED WOOD PRODUCTS ONLY AS PROVIDED BY HBP PAGE 4 GF 4 ORIGINAL PLAN DATE 4-27-1 5 SCALE: 1/8"=1'-0" 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 ni Transmittal Letter T 1 G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.t. ar -or.gov i TO: I U y i'", DATE 4 EIVED: DEPT: BUILDING DIVISION ECEIVED FROM: Ge5ck ,`\t, APR 2 4 2019 CITY OF l ILIARD COMPANY: Kf) vim) Cioir BUILDING DIVISION PHONE: co foq l 6106 By: RE: 117710 5°vJ Z � jO P ZO f " 00 3 (Site Ads) (Permit Number) Avc e►o.,, wks (Project name or subdivision name and lot number ATTACHED ARE THE FOLLO NG I E Copies: Description: opies: Description: Additional set(s) of plans. ` ` Revisions: Cross section(s) and details�N Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. 3 Beam calculations. Engineer's calculations. 3 Other(explain): z 1,,t: (cam REMARKS: Pel.-e- rrc4 S _1,,,,.1-4c1.\ 4✓ Et ' (Pee-En s:tet_ezer( �Ir.�✓ S54-1-Cn FOR OFFICE USE ONLY Routed to 'ermit T'( ician: Date: 4- -. ) Initials: Fees Due: A, •• ❑No Fee Description: Amount Du : Y,„- $ �� $ $ $ Special Instructions: Reprint Permit(per PE): ❑ YesIUL No V ❑ Done Applicant Notified: Date: /, Initials: I:\Building\Forms\TransmittalLetter-Revisions_061316.doc