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7190 SW SANDBURG STREET STES 10 & 20 i I ,, ATTENTION BUILDER TJI* JOIST INSTALLAT] ON INFORIAATION Enclosed is IMPORTANT information ® A WeverhaeuserBusfnc: s on row to safely and properly Install T OLLOW THIS INFORMATION Nww.trusjoiet.com T J(® Joists A FAILURS I 0 READ AND F 7 ALLOWABLE HOLES For Joists supporting concentrated loads or other ( TALLATION BRACING IMPORTANT For rectangular holes, l J le ilio longest conditions or possible exceptions, •AII Mocking, hangers, rim boards and rim jolste at the end suppolis of horltontol or vertical measurement contact your Trus Joist �� ,•_. I�j' knockouts ul approximately i2" on-cents ovallablr Representative the lie joists must be completely Installed and properly nalled. {n most joist series. Joists may be oriented with •Tate joist top flanges mull remain straight within 1�" from true alignment, j y 01 U 1') I" ' WARNING •Sheathing must be totally utlached to such iJle joist beton• addlt{onat knockouts of lop or bottom.loads can be placed on the system. ° „ "oft"* ,« r,� sly..erwrf k ry u1 Mer+ *Without bracing, backling sideways or rollover Is highly probable under 4s.Mw .nerd leer » ••ee+•+s «, ail osev light construction loads like a worker or stacked sheathing. JoiJoesttclo th1 0 U O WEB AREA ❑V -.oeove Ilse • •ler ww res et.+•xr v tit► and face of y� -�---- Bearing joist support I ^ J t•• "'e NOTICE �'�/ �- q Mlnlmum distance 2>< 2x1 Minimum isledisi2cr�l I+ L �1 or•w..wr ens• eer•sr4re+.+N �s well 'It from lobi• � inimu ,minimum from fable 7 4sw 4 www► » r+.e.a.+ ere N eey..�tttAttNh of j- - --- - - -- 1y" - = TJIe joist span_ _ ow ,An ♦•oa~ avr t.,0ee.ew V'..•wi +`460 sale that �.IiIj(IJ - ------- t460 0 -droe,hk. t'AAM!AM 4t ewe. R+r+.dswrM.• ...•r•"•.gAt+twt •• �•ae+lh'wd by all - -- -_ It ws•+t.,... w...•o.,.�e r era .0.e,./ .,n a M1kt1 r0 r --�- e11esM s*egsMe"rte � set leeegl, J?41�4I strck building mcterials QQ1i_Qj cut, DQ NQ1 allow workers to walk on Joists on unsheathed Joists. until braced. Injury may result. drill a notch __....._...__. Stack only over beams or walls. HOW t0 determine hole (OCat10n flanges ` 1. Determine the joist dep'h and desired hole site and fir.1 hole tactor (;otter) or hofs location (distance) In Table 1 g y If the table reports o hole factor, proceed to s1,1P 2. 2. Refer to Table 2. The dimension shown where the hist span and hole factor from liable i Intersect Is 4' (minimum) strip of sheathing (temporary or permanent) If the required minimum distcrtce from nearest edge )f hole to Inside face of suppo,t. / there is no braced end wall. If permanent, fusion per plans and spsclllcatiom if temporary, use 6d (?�i ) form nails at TABLE 2 - HOLE LOCATIONS e+> s..• .-.., .ar+ +••"••4 •w4 evd. Lost" a sheathing. i�� 12" on-center. TABLE 1 - HOLE SIZE FACTORS AND LOCATION J JOIST Nal[ FACM a� SrAM A • C D E r .. ,�. •..• •.• - Stack building materials over OUN ]R ~ JOIST DE►1H 14' 3' I' 0' 2' e" S' Y: 5 ; 1S' ,' } 2'-0' 3' o' 4 c • . .. ,oe,tr � wt+o+t •'•* 11' •ee Itow4•e ��` / Ovalis or tams only NOtF � _ Special considerations e• •. .•.ret r•tww,a v,,% :i•' 110' end 2�" SIZE 11TH" 14" 16' 1e" 20" 22' 24" 24" 28" 30' or 32 tg' I' S' 2'-} 3' 3' �'-6' 5' 9 P �+ae 0�«„ee• �, • fables are based on: "r W" .w• ^ a,s• 'rr•ges 2" tl�" A A A 4• 4" •' 4• •' x' 0 1T t -a' 9' 3 9' S o' 6'-3- -W" 3' -Simple spans. j• 1 • A A 1'-3" 1'-3" 1' 3• 4 4• _ 4' 1e' I'-6' S'-0' 4'-3' S'-6" 6' 9 -More reslrlctive of elther uniform Nods ' law W.W. til r ail +rr 4 it, 1'-9' 3'-o' 4'-3' S' 6' r' o' (ZOOO lb.or code-required over eZliI lost square) with "l5 ..ww•ty1 r.�eewe eA�•• «.•re / • • 1 B A A A 1'- S- 1'--S I'-3 I -S• 4' ,+ - r• .r rs+r•ssrw ww•« I'-9' S' 0• 4'-S• S'-6• T-0' g• 3• C C B A A A A A 1' 3' 1,'}- psi dead and 20 PSI partition load. 21' 2 0' 3' n' 1• E C C 8 8 A A A t'-]' t• • The sites given in the table ore hole sites, asllrtw erecsng stay be 7' 4' D C c B B A A " A 23' 2'_C• 5' S' 4'-3' S'-9'21- not duel sizes Rectangular hole :gees are side,r 6 based on measurement of The longest std•. .1 " `� ver Fill a'1 nail holes with the 1" 41(1" E 0 C C H B 6 " A 2' S' } } 4'-6' S'-9' T t' • Multi I• holes re etre spacing 2 times the ` proper Halls 1• E D C c B B e A 2 3• 3'-6' 4'-9' S' 9' T-9' D q length of the largest hole. t..rtt ,r .4p low et•s —woo D• p r,; s7lleA +►e 10' E E D C C B H B 2 1 S g. 4. o. 6. 0 J' 9. rNrvtlr Mu►a 7e+1 ••TIL (1MK1[In 26, .yli; p IN,r k. .. 4r..Fey, r• a.,,ver . •v► awN if" E 0 n C C B B p _t 3'_y• 5' U' 0' J' T 9' g. o For Jolsls continuous over o support, add ova' ^ 12' 7'� E D 0 e 2'-Is' 4'-0' 5,_Y 6'.6' 6'-0' foot of joist span (see Exumpl• below). 1" to distance shown In table for each ,r 13• 71ri" E E 0 ) c t 2' I., 4'-0' 5' 6- 6,-9, 6'-3- • E E c 2'-v' 4'-S' S-9' 1'-0' e'-b' • Holes may be located vertically anywhere In 11 30' the wet Leuve J' of web (minimum) of s 11 r-.��.r.• aNachn.enl. One IDD (S") 31' 3' 0• 4' S' S'-9• 7' S' d' 9' fop and bottom of hole. • E I' g% 2-$d .'. 1e 1Mt" 32' S' D• 4'-6. tat •.vr each side of l;lm jolts at ( �") TJq blocking nails minimum ,, t D S-o" 4'-9' 6'-3' T-9' v' 6 DU NOT CUT RULES IN CANTILEVER WITHOUT s.a .•g IS* mitllmum from end to T,, ,re splNktg 17• 1D CONSULTING YOUR 1NUS JUIS1 REPRL:ENIATIVE. w is 101f1" I r 34' 3'-0' S'-o' 6'-6' a-o" 9' 9' " 11• 1 1 Sgt 3. 3' S•_0• 6'.6 e'-3' 0 IY 6'-6. ,u' A.+. p (1)Oet/Mdloalss Ilial for TJIe/HDeO a TJN/N5e0 )aide, hail Iaebr(lens) .alum must w (1) For ilM/HD90 or TJI6/HS90 IobU, add I /M to table vole APPROVE[) .- 6 SLOPED BEARINGIncreased a ons Lefler m+d teal• Iotallons (dldann) must t» oenvwlsd +o Myo tactor A Ne FLANGE NAILINGholes)Aetlonguior0Ao1„hWe bas•d lenrom•nursmehnl o~IorL9we1 old*, EXAMPLE- • REQUIREMENTS Flnd minlmum dlslanre Irom Inside lace of support to nearest edge rel holes” ��R' PRODUCTION tV �� FLANGE —--"--- —"- -----_ 7" round hole 7 6tit'' rectangular hole 'r"'' #Talt11 WARNING Nailing closer than -� specified may cause Beveled plate or sloped hangers may be ° 1$" _ WEB AREA ❑ b14" (L2) ' a 4� t 04 1'' . elr the flange to required for slopes greater than %" per foof TJI L65 + :e1 „•. - ++Ila• " 'e '�1 i1r4 lR - splitting --- (ri per foot with hangers). --- See plan/details for specific applications. Nailing pattern to be per pians Cantilever or conllnuous- '' TJI 161st spun -..2V-O" ('Ioasset and specifications. In addition, Spon bearing location. ' a `_� spacing Hall spacing shall comply with 1 DO -- -`- ' DO NOT CUT K)LLS IN ROUND HOLE: For o 7" hole, find L. RECTANGULAR HOLES: For a Gni" hole, find Le and L� �• . i> .�'`` � t the criteria listed below. CANT1lEVER MRTt10llT ' � '� 1. From Table 1, hole factor Is Ca I From table 1, hole factor Is E `4-• a I" 'li ♦° �N ,! aEPRESE�N R TR 2. from Table 2, distance Is 111 2. From Table 2, distance 1.1, Is 1'-3". Hole Is nearest to an end support, 0 C tYl , t J. Increase for laid continuity -- one inch so no distance increase h required. for each foot of span= 22" 3. Minimum distance lir between holes ZxIJ ;L,= 2x(f ") = 1 -1" W CIL to- 4'-3"+22 6'-1" (vl� ewe+ Nailin► of sheathing to TAO Joist Flan e""' IF YOU HAVE PROBLEMS 9 0 9 JMt>>rr:��lll . � ,� ane► «.•,.,e !-" Beveled plate �y Sloped hangers Truk Joie TJI Pr-p�tic.� Sections Refer t0 plan for series and dept fad � were• Mod Type �fl � On-Center�In M �• d; 4 �' � t tt ♦ improper fit Joist products r � ♦ field modifications spit 113" 2" ♦ Ouesfions about these drawings w (��) COMMON .131" 2" � t�-- ��i '4e' rfa• r /� iii � ,,, IOst (3") s01I .120" 2" ase eu TmcAt COMMON 148" 3" - DO NOT coo your Trus Joist Roprosenlo Ise - BOIL .128" 2" L� CRAIG MC, -MANUS (341) contrail 14s" 3" Commercial Wren '�M°'4 T""�° 503--520-7104 . bDll 135" 3" 1\ [J1L1.65 DVUQ - w ate" I s1T Phone: - t w ( ) COMMON .162" 4" J ;r,� F r I'' y k ,tie_ 1' , a3t e' °! k*----- ?R k-y► _ • ++ +� 1_ nclrorl 1I LVL I z j ' Or the Project Coordinator (�chedu6ng) 19-wW tg must II nailed ''to the full length of the top (or compiresslon) flange on nil TJIW low FWMI TYPICAL .' ••w TMs ntextmum tall eyaocing as foft•we: 11, �" F -- • I e 1411 ... 1e► TM bleh with f tinge .knh. len than 2". __- J E N N I E N E iH M A N t ►� t 1M 0 old' •.e. for TJIe talsh with flange wk%s greater than 2". ass vets TYPICAL 74 .�;'�,%3 iadffi (2) 14 stuff staples nay be a Omf subMltute for the (2l;") nolle when having a minlmum penetration 503—��" 05 - •4 , Itt'A In/e the flange is "howalned, Pi+nne: _ -- +t (3) IF Terve titan am row of nails le used, the rows musl be offset at least)j' and staggered, Residential G� 141-119 141114 141.2k4 .141 30 Til 56u Or our Engineering Deportment EDWARD CASTLE Manufacturer's engineering responsibiltiv is only for the design of the Trus Joist products EDWARD_ 4, SIDE Of' FLANGE and not for an supporting structure or loads oilier than indicated herein. All materials 503--520-7408 shall be furnished by others, unless specifically noted by "TJ" or by "Trus Joist" herein. Phone: ti IF THESE DRAWINGS ARE STAMPED AS 'PRELIMINARY" a -This Trus ,foist Submittal Package must be provided t1> s; " the contractor/installer and responsible design McCormack Bui1ding A d d i t f a n 6 ft)_ijg_ht-fr=InS_ontG 16d (96 ) box nous (ma�lmum), at 3" on-center, professional(.), to be verified and/or corrected for nails ( cy (use 10d (3") box nails on consistency with building design and dimensions - Sipe 7190 SW SANDBURG, TIGARD, OR. �4 . ROOF (� 1�gt�• ether fMet• 1 eelen roes. i iJpf j^I:h with flange widths leve than separate "TJ Product package" cover sheet for required ��- 5 ies" "am 2"). AMachmenl to filler bloels may b• "Approval'. - An changes to buildin desi n after r nRDj-R NO. SHEET r•.: err w PP y 9 U g `0 greet required. See pion/details. approvil which affect Trus Joist Products, may affect the DRAWN [)ATF CHFCKEf. DAT. �5-��3433 j pl' 3 t"les - - Rc S )a A t- o, 0 4410� �- •.x+a product delivery date. EJC 06-06--05 to►w a reAss/� C_. Iw s r w..wMx" ,r era ,1.IMf.'�1'Ye1Ak^•I ..1RroiNIj1,N1 a 6'v %Y — -._., __._._._._. -_ -_ .- f ill„ -�r•: ,4 rP YI .. „� . �w'N 'i " 1,,, ..._ -.. .v „ !'•live' 1 ..,% 1 Ill! ILII ILII ILII ILII IIIIIIIII 1111 ILII ILII ILII ILII Illi fill ILII illi IU ill Ilii II I ILII Iltl III! Illi 1111 IIJ {III ill I I HII U I I II ILII II 1111 I II Itll ILII ILII Ifll ILII IJII Irll tilt 11 1 Illi ILII I{I IIqT ,Cys �f� � � f � I ( I YI � I � � � { � � � I � If l � l � l �� I 3 I I I t2 3 14 2 2 2 24 .2� 6 27 �6 c5 U y F y d m�.l a ' !� O I I(d 1"7r 1�! I i9 SL'b 2 3 ' . 2 "' ry ti• + y �, �•.� 'Y 1 C� r i. 1 { J r ' I Of ® HaNI a 'l!+ , r , � r s•A11�� 'i I'iI n, 'I'II•_ t' 111 OWN III au.4- 4 Mai I WIN 1, , 1, , ',- '.,�-. -,-.t;;. ,, ,. ,, . .. :. .. .:�.,.�a�.. -. f 1 W14 77 1 „1�,'., t - +�r', 7...;...: -, " .. - : , e ,.w --,. r.: s.t . � '� �t'�a 4,i'n:-•h�'S e'_. �,y rr . . ,: rr'�1+�.F.'", ,� �'�,t�:i a :r �, .o^.:� I �"Il+>vti�S:��,,��. a5�*sj b:• d'''.. '�ti�'ua 1 �S (>tik �'. ' .,: t 1; .a � err.'•�,.., • A ��a 4 J , '7nSs M, Y 1 I ATTENTION BUILDER TJ1* JOIST INSTALLATION I N0N F 0 R MI' l„ ,A Enclosed is IMPORTANT information 1st ® A We ri_tcuser Busitiess on how to safely and properly Install INFORMATION www.trusjoist.com T J 1® Joists tr TO READ AND FOLLOW THIS fk 4 , � W,� ROSFAILUP L E S For Joists ,tA '�`'� ” , 7 A L LO W A t3 L E H } concentrated loads0ornother its INSTALLATION BRACING IMPORTANT For rectangular bola, l.7 is the lonyat - P P 'or conditions or possible exco tions, •All blocking, hangers, rim boards and rim Joists at the and supports of horizontal or vertical measurement contact your Trus Joist the life Joists must be completely installed and properly nailed. IV knockouts of approxlmat•iy 12' on-center ovollobll Representative •Tie Joist top flanges must remain straight within from true alignment. in most Joist cerise Joists may be arlented with D D _ WARNING *Sheathing must be tulalty attached to such TJO Jolt before additional knockouts of top or bottom. 1 el ? -- loads can be !)laced on the system. „ e,�d ..racy*& oe11eA1ei1 +vy e s . •Without bracing, buckling sideways or rollover Is highly probable undo ° o s� "tet Ie,� Ineee'en It •e' light construction loads Ilk* a worker or slacked sheathing. Joist depth O WEB AREA U U �- se• table 1 �J Prow�e •. ..,J � �__ Face of � -- T�• "(7 joist suDp ". � 1 ,LE �� \, Bearing \V Mlnlmum dlsto c• 2x Inlmum distant i I' Irom table .,, nuelrses,,, er•'w.ay end 00"" M, os •est as _ �2,4 mum from-fobT'f Tile Joist Spon w .er«.w .re lue ��11 � ]till Q sun kwo 0 .0 to IIS ,yfg3 wo, as"of, rite• rwn•rero.h•w erwwaee0rr�1s welllpMwed by 00 '.f u' e " 4 mote extr-.►�••v ..••e�ae1✓ M �• M1.4 PeeaNMoNlo� ' 40 a1 JEftaw � w•r�h p0 NQT stock building materials QQ NQT allow workers to walk on Joists QQ Nor cut, on unsheathed Joists. drill or notch until braced. Injury may result. Stack only over beams or walls. HOW t0 determine hole IOCati t- flan es 1. Determine the Joist depth and desired hole size and fi a !,tor (letter) or hole location ',distance) In Table 1 g If the table reports a hole tactor, proceed to step 2. 2. Refer to Table 2. The dimensio:i shown where the loll, a_lc hole tactor from Table t intersect b t � or there(minimum) strip of no broad endswa Ihllfgpermanenlr fastenperplanet the required minimum dlaiance from nearest edge of ' " ,o Inside face of support. i and specifications. If temporary, use sd (2A*) form nails of _ TABLE 2 - HOLE LOCATIONS * ( j'�.�\' 12" on-cenler. TABLE 1 - HOLE SIZE FACTORS AND LOCATIONS fres surd os0e•e * Aver.: rd seta, beows of sheetNTdrsg. ItOlf FACTOe �� !� PE�OBYAIICE /lose MIEB Vµ A e - 0 [ .. . a w . �.•... \�� '\ -- Stack building materials over OUN x JOIST DEQ 11' 2'-0' 2'-6` S v' ti o •e Now %w "+^• •w �" woe, 11an4es Tolls or booms only HI •y 15• 1-0 3' D' 4 S 3 Special considerations 04 ,e o• �eN »-w. w.+► �4' �.� 0*1d ::�" \ SIZE 13 y 111♦" 11' 1E" 10' 20" Z2` 24' 2!r 2D' 30' a 12 10• 3• 1'-t• 3' 3- ♦' n 5' 9' p • •t•. •.,,� \ Tables un based on: _ • •e ." .veNW e. w ••^ A woe 'a�ga 2- U�' A A A 4" 4- +. .. +. �. +. 1T 1 ..6• 1'-9' 3' V V j -Sim le s ons. wi A A A 1,-3- t,-}• I,_3. +- +• A• .• J'-0' +'-3' S'-6' 6'-9• -Mors restrictive of either uniform loads e•..e Abe.. r w •..r+•.e 0 r X\ 3" 1 " "" ..•,..e,, ,._..•..... ds ••,,... nn►N \. 40 1 B A A A I'-3' 1'-3. t,-3. +. 9' 3'-0' +'-3' 5'-6' 7-0" (2000 b.or rover e7% feel squa•e)Iwth 25 �'ni f' ♦• vets 401 o er h a.r1 e - 7-0. s 3• C c B A A A A A '• r-3' I'-9- 3'-0' +-3' S'-5 pet dead and 20 psi partition load. 1• �• E C c N b A A A A t -3' 21' 2'-0' J'-0' + -3' S-9' >' ' JIr x ,veear _ 2'-0' 3'-0' + 3' S'-9' r s' • The silos given in the table are hole ori, Iwo.." may be )+ 4- D c e B A A A A not duct sizes Reclongular hole gee aro st.e,•.•ed ;o• PW .—Flll all Hall bolos with the 1' *„ 23' 1'-C" 3'-3' /'-3' S'-9' ' 6.. loosed on mrlo�uremenl of the longest std. • E D (; C 6 B B A A -r-' proper Halls • Multiple holes require spacing 2 lima the Ay r4tlturrrMr' C , u - `�__-_ g E D C B B 9 loser 1 ewa4ssvwe mus! be y-3' 3'-6' +'-9' S'-9' 7'-9 length of the largest hole. _ g to- g• E E U C C 8 B 21' 2'-3' 3'-9' s'-9• 6 U 7 9• • For loists continuous over a support, add erl,r�ee► e�.nrb rot bbc�ln t 1- E D D C c B B ?' 6' 3'-9 5-0' G 3' 7'-9 1" to distance shown In tabic for each • N•er11w1 +r •1r ,aM� a., G,r 1:1• 7' - E D D 8 2'-F" 4'-0' S'-3' 6' 6" �• foot of total span (see Example below). i 3• 7!(1" E E D ? C , 2 5" 4'-0* S'-6' 6' 9' 6' 3' { ;q • • t F > D C 30• ? -9• 4'-3' 5' 9' 7'-U' Holes may he located vertically anywhere In 14 ♦i the wet Leave 16" o1 web (minimum) of 16- 1` E ) C 31' 3'-0` 4'-3' S 9' 7'-3' B' 9' top and bottom of hole. •►-.�.-T 1rtochmslnf One IOD (3") �- 11- �• E D D 32' 3' 0' 4'-6* 6'-0' 7'_6' 9' 3' ^ + 4 twr ^-ws each III of 1Jfe Joist at nils '"InI 14' minimum from end to TJIe blocking nazis minlmum 1T 10" c E D 3' 0" 4'-y• 6'-J' T-9' 9' S- DO NOT CUT HOLES IN CANTILEVER WITHOUT • more,.-este splitting CONSULTING YOUR TRU$ JOIST RFFRlSENTATIvE. 11 to ` E 34' 3'-0' 5'-0' 6'-e' s'-o' � v 1 H- 1 E E 36, 3•-3" S'-0' W-6, 10 0' , /2• �- E x. 3•_3- 5•_0• 6' g 6'_6' u (1)gale Indicate. Inat toe TJIe/tivir: r TJte/11$90 tolrte, hole to^for(til •older mud be (1) For Tie/HM or TJM/HS90 folds. add 2 •et to IOD4 solve -; •,;: - .: ,Y:. _ Inc o• allowed with dol. hole lloceRone�'F.o•pleled be converted to hole loclo A No APPROVEL + ! E for r 41, GFLANGE NAILING SLOPED BEARING (2) Ileclanpu:er hafts Ill by ono �.�apol .� measurement of longed est.. JUN 2 `l Ot)'i ,. ....., „ -- EXAMPLE: Find minimum distance from inside face o+ support to nearest e'fne o1 hale. #� 10r Of FLANGE -- REQUIREMENTS 5" AOR PRUDUCrIf Jt " WARNING7" round hole '� 7" �- 614" rectangular ho,. Nailing closer than i-- -- - - - -" - p .�f w R�.•- � 4 0 0 1 specified may cause Beveled plate or sloped hangers may be ° ° ° ° ° J ° u t M 1e" �' rt r• t : f4 the flange to re ulnd for sio es realer than lS" per foot WEB AREA �' 9 q P g TJI /L55 i +EseA , ,p r•• p e splitting (Y4" per foot with hangers). I -- 7 --_ 4 - rrJ C --�-- - - See plan/details for specific applications. Le. 7'-3" Z- 0 w �j - --------- ---------- -- -- 1 / M i �r Nailing pattern to be per plans i Closest Cantilever cr continuous---' Til told spans 221-0" (>:S + and Specifications. In addition, s an bearing location. -- spacing P g _ -- - - O r. nail spacing shall comply with I DO DO NOT CUT HOLES IN ROUND HOLE: For , 7" hole, find La hl,le. the criteria listed below. RECTANGULAR HOLES: For o Eike" �� CANTiIFVER N1ITHOUT 1. From Table t, Hole tactor Is Ca 1. From Table 1, hole Icctor Is F ,.A A CONSULTING YOUR TRUS 2. From fable 2, dlstonce Is 4'-3" 2, From Table 2, distance Lt, is 7' 3 hole I, nearest to un en'; �Ilpport, O �_- JOIST REPRESENTATK. �. 3. Incno.e for ;),it continuity - ore Inch so no distance Incrwa• Is required l for each foot o1 span= 22" 5. Minimum distance Lt between holes = 2x1 I, = 2A(N ") = i ' CL 0 \ Nailing of sheathing to TJI® Joist Flange"'"' I — .id itbl: q�,. 00 106•+4** +float •,", Beveled plate Sloped hangers Trus Joist TJI—Product Sacti!2n Ref®r to pion far series and depth IF YOU HAVE PROBLEMS '° P ', e•••+,or Net Type momalier R M ;(. J; y4• �� ♦ improper d fit Joist products - Vii.� f } 1' •X.I �_� , 1 .� I ) n �� --•1 sox 113" 2" l _ W 1101IAN ` ♦ Field modifications COMMON .131" 2- n,wcc 1yMCel , �. o �t6• ;(6 'f' ♦ Questions about these drawings ool lis" 2" ase vele TPKAl Call your Trus Joist Representative toe (r) COMMON 148" 3" i' 1;� -) RDx .128" 2- DO NOT —CRAIG MCMANUS ( COMMON 143" 3 I Commercial rLin " � ROx .135" 3" LIlLtl99 1J1J'NDJI➢ iJ1LfJS9➢ I 6 (�') AOMII11011 .182" 4- i 24(0 the" k __503-520-7104 .l 1� Phone: �i' ?9fe 111, 00 xf� � to �—K�uy Lyy �I _ 'k* I��>j �] Or the Project Coordinator (Scheduling) � � Sn•othsrq must be noN•d b the full length of the top (or comprosetort) flange on the TJIe Jo1H rLAHGE TYPICAL T t a" w» rwoximum nett spaclr►g as loflaw,: '_ .. J E N N I E N E W M A N , +,1e' e.c. for TJe Jofets with flange wldfhc less than 2". - ague' � At •14' e.c. for Tie J•fsfs with (longe wWMs greater than 2" ass eo rntuL - ^* ) 14 "•n. when having a minimum Penetration 503-520-7405 tIc*NM staples may be a direct substHub for ed (21N') g Pe Phots: -- -- ol 1 Ntch Inle Me throe is mointairoW. - OP 1; N mere Mat one row of notes Is used, the rows must be offset of Nail h* and staggered. Residential 1J ygp Iii 554 I�11f➢ LIL-21-G 1�•� Or our Engineering DeportmMl EDWARD CASTLE Manufacturer's engineering responsibility is only for the design of the Trus Joist products 503-520_7408 SIDE OF FLANGE and not for any supporting structure or foods other than indicated herein. All materials Phone: ----- shall be furnished by others, unless specifically noted by "TJ" or by Trus Joist" herein. ♦" IF THESE DRAWINGS ARE STAMPED AS "PRELIMINARY" 0 -This Trus Joist Submittal Package must be provided to • the contractor/installer and re5ponsibte design McCormack B u I I d I n g Addition 0 EQr-1101_-lit iftgnly, 15'1 (A") hrx nava {maximum), at 3" on-center, professional(s), to be verified and/or corrected for Ire staggered (uso 10d (3") box nolle on consistency with building design and dimensions. - Ser 71 90 511N SAND®URG, TIGARD, OR. ROOF *40 •1100 40 �elw 0." TJI@ Jolsts with flange widths fess than separate "TJ Product package" cover sheet for requ) ed l 'mom ♦ % e" gift, 2"). Attachment to filler blocks may be "Approval'. - Any changes to building design after 40 ON %' few required. See plan/details. approval which affect Trus Joist Products• may affect the DRAWN DATE CHECKED +)ATF OF�C!f k Np. 1'N�FT3 •.� - 05--03433 product delivery date. EJC 06-06-05 1e�$ - (, ?IJ�C o� 10 FN to rrtlrel :�w.;'Myb.rNpYNM eM( yrN�rMlyfr�l� .. A..--.. _ ._._-.,,._._.�...•-..-.-...._......•.-_._.«.,�.rww.,car-..._..-..,_•.,,-s..r.«•.•-.-...•-............•..,..-•...+...+'.wgPr11R .,-. ,. '�',e4:.:..1.. ._ ... .. � ,�.Y' � 'M''( 1: 1 d •. �l'Y 4 _••'�'•F � �T� '��% �' CM � ll l 1 a 2 -r 1 0 0 ICM '3 a 5 6 7 H 9 to I I 12 3 14 11 17 l E3 1.9 20 21 22 23 4 ?_5 6 2'7 2e 29 ^YI d�'r : � �� t�Z11�•, i C� } i- HOW e l or I 1 fiat! l tel of Ce :� ' ° ,�i ,.•1,, � �..�.,�,J.�I,�,I,I.I>1 �1,�4. �, � �,r,��.►.�il�' �1.��.1.,11,�� ±�.l.�l I '�) 1 �� :,�i> �i��l�� I �1J.�I.J,1.��.1�,) 1 I r 1 , ,^ I ,. � .._.._....rel.•... __. -_ - .. i. tr+( 9 d A� a l • ,. '" kYh.7 .� '-, M':ti K. f01t'e9W'!. ate. +1. h , ..., .. ,t,�.r rM1•t,t•+�p.r< ,.w,+e,w•wr�+; 'lrpenri!�M,,n q yagyva-•etdtr• , P , 7a= ) - .-.-x•'11: �.:,'�- - y. T , DO NOT SCALE THIS DRAWING -- GENERAL NOTES 4 LEGEND PLAN NOTES 8 GIOFIELD ADJUST J015T5 (B MAX.) TO AVOID INTERFERENCE WITH DUCT WORK. CONTACT TJ E44,N![9,141 IF _ t 10• 19,-10, INTERFERENCE STILL EXISTS. 4 ND x720 O DENOTES LEDGER BY OTHERS. R FOR FULL iz G OF HANGER `W2II.F. OF ,� STUD n WALL ILI=ALL TJI's WILL BE SENT LONG TO BE FIELD TRIMMED ASREQUIRED. WEB STIFFENERS ARE TO BE FIELD INSTALLED '� FOR LATERAL SUPPORT OF NON-LOAD BEARING PARTITIONtv UNDER TJI JOISTS, SEE DETAIL b/DI. ,p RM II I I - CONTINUOUS HANGER TYPE. SEE HANGER INFO. UNIT..2 _ E-5248 5 a REQ y - LOCATION OF T.S. LEDGER BY TJ. SEE MATERIAL LIST FOR 2 MORE INFORMATION. DI I. 1. I.F. OF LEDGER EXISTING 7777 —NAME OF MECHANICAL UNIT. BUILDING XXX# —OPERATING WEIGHT OF MECHANICAL UNIT. „s • .r � . 4. !!I START LAYOUT f 240 O.C. —NUMBER OF TRUSSES SUPPORTING UNIT, t t BEARING WALL -- NON-BEARING WALL BEAM BY OTHERS BEAM BY TJ FRAMING BY OTHERS FRAMING ABOVE —4'— SPRINKLER MAIN SUPPORTED BY TJ SUSPENDED FRAMING SUPPORTED BY TJ ROOF FRANING ROOF ION PLAN E 3n6" r-oa DESIGN LOAD 115% LIVE LOAD 25 P5F APPROVED DEAD LOAD15 PSF :f evewm f avrsEu+DSEw3Mrt TOTAL LOAD 40 P5F REJECTED .rI MAXE CORnEUMS AS NOTED VrmAor is enllrety roal>W,kbM In•rwrl. ame of Ma WIND UPLIFT i,rc,0ucryal Cars�larr*or m^I^"aas^`°Aemure sralr 0 PSF f 133% .rawlrpe tluriny„u.rwew Ao no w mmd.nrri FQF2 i'H(i[:U:: HU:, i,m'ml(,usrcn wl'n rxweea++"ro ^Ua yaijgr�' hMnmsunn'ro ,^nll lnr.mwwd Mark mncad'A rM pvlocl eM �' rn4ia0r'Ki,a T"lerorumslWwnrAdainr� crnllmrirg vv,art 'Iv A 4Vaww.a'+1 rfrtna'L•ss . sxledNg IaOacalian p woes^n nrW M•;nniVum o. ,yy,,inFIM]n mnrAlmUna Me wuh ram Ihrt nr all dM,r caAea anA OaA^mmn9 nu wmh m a Salo ono , ae4sfMrey Rjr VIMK DO CONSULTING i N0INEERS ��,./�15�03) 222-etc3 Data _Y/- =e- RY -. - -- -- --- - --- - - - --- - -- ----- SNOW DRIFT__ FALLOUT MEMBER TYPE O.G. 5PACING TYPICAL ! ALL PARAPETS ( T7PE) (DEPTH AND SERIES) (U.N.O.) 6.1�•OS �i1),.T N _ 14' TJI/230 JOIST ---- --- 24' O.C. ',r`_-_ yB FOR ADDITIONAL INFORMATION RE, TJ PRODUCTS SUPPLIED, SEE MATERIAL LIST. N LL azQ in TJ ENGINEERED LAYOUT DRAWINGS PREPARED FROM: - - STRUCTURALS DATED 04-08-05 ARCHITECTURAL5 DATED 05-11-05 (REVA) . MECHANICALS/PLUMBING DATED NONE PROVIDED ", ADDENDUM No. NONE l a3 1 SPED PROFESS Q �e `iaGINEFq EJG 6/15/Ih Per Approval C. Yrhseuse W A We er Business x � 87 DATE REMARKS R12 ,z, Q McCormack Building Addition Nrc F, �� 7190 SW SANDBURG, TIGARD, OR. 2 ,• Roof ,2/31/ _ DRAWN DATE CHECKED DA"TE ORDER 8 25HEtI Q EJC 06-06-05 R; S Nuc uc OT OS - 03433 THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING * �yv,,�s•,�� - -.....__._..,..�_ ...,wrw. .t7. :'*'�� s H" a •aswa -. , �. , a c �m lilijuii iiulunljin I I� I ql,u 1u� I I III T111u 1 m pu I 1 vluul m I up II'u lu1 Illulltu 11. II. q r {� Inl m u I nnplall.l linlll u�l nllugne uup�llf{upinlll'llll Ilnll'(j ijljinp ulll.iynu�iiiljlnll Ihpii iiiiulull • '"1' 'pk .IMI C O 9' I >i 10 II 12 13 14 r IO I� t® 18 20 21 22 23 24 25 2B 27 28 RG 30 y x'Jryi eyi OL �!jl�l�LU�WelII�aW�1111 4��i�,•t��aL��,i�wl,1,la,•I .I.�iL�.�.Laill� Iw,�,�,�1,�Lw�Lw•+�,t�i��I,i,�1,,i0oZ 4 is r ,y:,(�ty. s• • *Wo;y. -FAWN.. y',5 )I .. - yyw.r+•+inw�'Yrvs} a.+s: e .. f '� WINNOW -11 -•ry . _T o' • -sa• !, -yr- • ww,,�� ``� a."nF Vr•ii/t}� is I rr P•w s•_^ �' ��"" 'fin. �""�'-.4i' ra r•pc,:.,IF'.�.Ti(" �+ ,tp u. }�'�+-:�.'�r'11+R.. .:nF=+M�i.. itr. ,a. Mn.,""� .. `�' .. i • •16•ft . t•+ � !w►' [frT•r3•-�A ' ' - ' - - • - • - - • - ' " - . - � ' --• -w - , • . —•. - •--' � .. +ft ♦ --7--'-w.. r -. ,o R ..-.ww o •• ' •- - -.. 1 w� t ii t l' i 4 t } r u i is 4. DO NOT SCALL THIS DRAWING 120 PLF 2x6 STUD WALL -2x6 5TUD WALL ---._ 9L y 3x PLAT E BY OTHERS, \ 3x PLATE B f OTHERS, #A/I►� f►♦ Olt 41 k'; #12 SCREWS REQUIRE R PREDRILLING IN J015T PREDRILLING RINQJOIST FLANGE FLANGE IT I X wr glom ---3x BLOCKING BY OT1.IERS HANGER BY TJ + ST 13T 1 JSEE PLAN FOR � M HANGER a e �•.�• ys �EtX.ER D`' TJ, \—IV4'xl4" TS LEDGER BY TJ, bwv a AMC Pm ATTACHED PER E.O.R. ir at.", c +►oP or OTWERS x, T.0 BLOCKING PANELBY fJ 100*14, Lip a, � r. -- — - 1 - ----2x4 MIN. BLOCKS BY K CONTRACTOR EACH SIDE SUPPORT MEMBER BACKER BLOCK BY OTHERS }` i OF TJI TO SUPPORT BY OTHERS-- (NAIL TO TJI WEB) `�(iY ;' COLUMN LOADS. �' -' LENGTH j JOIST DEPTH LOAD ' WEB STIFFENER BY TJ EACH SIDE OF T-11. s • M} �4 Ep TO I (SEE TJI COVER SHEET i r„ • •TtM�I MACE FOR REQUIRED NAILING) 1 ,,/—BLOCKING PANEL BY I J a i• r ' �d +'1 NAL l —'"� NOTE: USE -THIS DETAIL FOR LOADS EXCEEDING 250 Ib5, -- w PER TJI. A 250 Ib. LOAD CAN BE SUPPORTED ON 2x4 MIN. BLOCKS BY WEB STIFFENER BY TJ �x� DISTANCE "X° EACH SIDE OF THE TJI EOTTOf I FLANGE Af 5'-0" UNTRACTOR EACH SIDE EACH 51L�E OF TJI. r - ` ' YA'• E (GAP BETWEEN OF T_II TO SUPPORT ,,` � • �N.•• �� FICX)R ON CENTER, PROVIDED THE LOAD IS INCLUDED IN (SEE T_II COVER SHEET R WALL 4 JOIST) NORMAL DE5►GN LOADS COLUMN LOADS. � ' -_ FOR REQUIRED NAILING) r AN _ x LEr4rTH= JOIST DEPTH Nv -_ SEC T IO�-' AI 'O O SU O�"1 COLUMN LOADS CANNOT BE two, :. ,L,_-. Lp�Q�-__FO� DET �- R L ADS PPORTED FR � SUPPORTED BY TJI J0151 .' • . .*•, ® „-_j'RODU�� SHOWN A OVE �,,,,�► ,� � I ?��NG PARTITION BOTTOI"1 OF T APPROVED UN 2 2 Nh FOR PRODUCTIUrJ PEO PRpFF i`Lei/d� _�� -- �y��aGIN�� ssip _ r � [-,J(, 6ll)/0l) Per Approvol _ E?7 DAZE REf 111RKS ® A Weyerhaeuser Business OREG 12 �J F, s. , ;�Q McCormack Building 12Addition 7180 5W 5ANDBURG, TIGARL`, OR. L R00f 11 ORDER n SI-IEE. i CEXPIRATION: 12/31/per_ DAWN _ UA1E- CHECKED Dl�Tk _ _ _ _ I ! ,, r _ _ II r l/r 1 P � '' ,::req:.. r L�l� Is- imlJ `J 00 a:�3 ') r>F 3 < THINK SAFETIT" - READ INSTALLATION INFORMATION BEFORE PROCEEDING - r ,• ._-.. ., .. .. - ,..... - _.,.. .. ....ue'•wp�uarc'w,c>a.::..:fW. -ilk. """'.1#1�'�i�tha'Y:�9.�IYib%6�>��W�R:'of' '3ti".:5'lhi1'��'!7k:.-[r,4:a _N�...:,..,:it ,is� t-„'::', ..d,..'.}:,:,.,,:.,:- v 'i'6'�-': •...• + iw -'!rrMl�py"�MA _ •,'fir?,: III fill I I ' ! �'I I IIx!Yflut I'IIIII' ; ii ,11 y 'i'nll I I I III I I i !II 1!! I; iIIII I tli I I I I I I I III I I Illi 1111 1111 l” Y as ?r'! � i.. ' CRiI I I I�IIII�IIII .IIS( III IIIIII, .fll5�ll:l ll�Ili� i!Illllli IIIIU, Ir�lll�ll :l ll�:l: 1 III�I ilfl�llll 111 Ililll:�t 11 fl,ll.l. IIIII�I�Illtlll� 11111111 I, I ,I: III I� II.I II,I1111� llrll II�IIII�IIII I�IIII� II I I�. a := lomMal cm IO I I 12 !3 14 I 17 18 19 20 21 22 2 '4 3 2 25 IiIb 27 26 29 30 I 1 I ) HOW ! 10Z 01 r 3 v - - .;,: I �.ua.�I1,.1�,1.�I1.�I.l. a�l�.I1,1�1� ��11 '�.l��i�'�11i,;,�(�,i�.�.l,t��l�,l.;.l.11.��. �r;J,lel •I,►�J..t�,�1�J.I,�II•�.�,,�•l.Il�.lbr1,�1�1 .°L" P ,, lift11 MIN m wo, -: • t .-.. _ .. , rr: - ,a r C Yr • T,t a 'ii a'� .f Af. .r �la�..'II • ..• 1' • ., y, ,�,� rs �"�•.,-t-!'F7:Ia.—:q fre• �.n�w. t� '...♦ •'Ar 'T'...' h' �. •+v�� r»...�,. raU'a10�w L r , 1•r•V1.7:' P' :.�w.rya. 7• :•R•aw•I••-' --ai47 +Y —.ye, �a:Y' �"/ -,itr ' t '1i" !• 'i1 �:. -•.' !*•. n.!+P '�t� �' h^'+�iCi.:�� a.� r,tn�',r. ►..-rc•¢A44, :.•-+. "a•-� ttiil�:.•.i,.•''�►"i r-•�..,r �t ..•w.fw. �•^ �f' y - - - -______� -- --rte-:- ••,_.�•'�"- - .. - .. .. _ « � --- .. -_ .- w. ....a •. •. - r-r-•- •^r s'. ,•+ w erg oc + ...� .. r .yTtMlr-:; ."IF-90t,- - .. . :..-••--,a♦ + �.� LA. tt esR�. ..'M � ' '�'► « r ..• ter' ... -� ,t•rlte►'r• r w, v �..p,r«., ,r. �.,+.+w►-,.1-s- - r�-r--mor. ;ter- r, ••�-••� w� r, vox -�-� � rr r •wa•1►•' �'--� wr 'r • .�"A'7 ... ,a/�r T9s. '.: •r'�i'•sr s�h�"..xl.'•!'.,R. J!� ' w _. ,..t, t;r A!`. r i !1+.. .., .,�`•w►n,• �.r/rg14TAKasM,}•• �.u�. 7r <Nr`.vdr+,`.'_ �'!- �r..+' 'iw,Mr .IZ+'a 1,,•,,;i s•. - �� sr'K J. "1►t-*! r-,_'�-E'+t _ .u.;; SAVr!!',a�,:Jw►. `'�1'+� z.,, ..f".^r!"�!r Ale+r war �r �Q11�' � ++l,.,Wj+p't1tMl!"C.4. r r. r•"'t.Ya•. . j 4 .. 1 f. y I, 1 1 1 A MCI RECEIVED APR 0 8 1005vo. CITY OF rIGARO if , D �� t BUILDING nIVIRIOIN •� Q OF V3o !GAROREGONz� � nj 7 S 011RO0 N w .1:.»",�•. .NWd« Nwe..�inW ►'•I J a. � 1�1 -- — — - —— MCCORMACK i `9 PACIFIC In °_ ,_--_• •_�,•...._...._.._.e.T.,TT,--•.rte—i.,�{,�,Y.T„• T I UJ 0 to 1, _ Z CL, 8M , 0 ^' W— [_7=___ W O ?, ...,._.... . ,.. :. -1. In w< < 1 rv1 O — r ►n W O0 Inc � DRAUUING INDEX DEFERRED SU5?'i I TTAL SU"MARY IN 3AI 04WJECT 'T.— fl)r 9). �'f" t M, �.. ,,rnvAN44.11,wwvet•Miwr,•..vwMMAYA•_ _ __—..��_ � , •� wow 4"M ,,,smso MECHANICAL SYSTEM DESIGN BY BIDDER t U A -4 gTQ1JC'_�L1R_�I i~�sI E� dSQJ IITEQTIIRA ELECTRICAL SYeTEM DESI;g B1 BIDDER r [� AWja07i MOFI&4N Aa OCIATEDy(.MC GQMSIILTiNb ENO�EE1�b CS CO.ER SHEET 4~ wr �� • +rtrt A�ayTEGTO PLUMBING ST9TEM DE9K•N by BIDDER 39 .W 33 3 1i AVENUE All 91TE PLAN .1GADAt� PORTLAND. OREGON 91:01 TE 100 Al2 SITE DETAILS , al. ,, ► . •sP• . xi Pf�RT'LAND. OR 91219 CONTACT C•FiET 13LEI�GEN, RD.E , SE ..,Yr e A2 I FLOOR PLAN, ROOM SCHEDULE, D,.� R 9GbdEt7ULE • .rr'r! TACT DAVE vONADA (503x :12-443 SP�C�QL ��► it-: 1'r COti A2 2 REFLECTED (sEILING PLAN / DETAILS �r h.Gl DUN REQUIRED o,I►1w ••o• •,►• (5 03)245-11010 1503) :413-9263 (FAX) r 111031 24b-1110 (FAX) A:,3 ROOF PLAN, ENLARGED RAMP PLAN AND FL.S. PLANtQ--Qf QrF� ('n `SINC�Ut71ICIaI� (�O A r r-, OncretJ d;cf F On!orCing StFiwl A3.1 E3U�LDItVG ELEvATlONS 1(JC rteNf20 AIMS A3.2 BUILDING SECTIONS, INTERIOR ELEVATIONS 1 C uNOlm♦ L"' DETAILS Spnial M0Mof,t•kesistJng Concrete F'rafrl1P J QUAT1�'OIL, INC. s ^A rC ACTI. ",ENUE A41 DETAILS Rainlorcing �r ro84r6:.:ir, StAQI A �.� .. _ ..ww •',.a M LAND.0M 4 9 CS 1215 g Stool rErndons 0( 1 ? r� a.,.• ., 1R "r.:l'•.J1�ie.�t,"7C CONTACT: RIAN E BAINN90N, A9LA � 3tftJG:Uri! VV(�IdInQ B " (W)ebb-61555 a '1u �„• I �+IEh otrcngth a�iilnp ; 4 1', (►,••* ,FA/' ••N► •'r• c5i?3)19h-3460 MM W h7.D 4TRUCTuRAL NOTES AND °a1.GIA INSPECTION $trL::,tUrl)%lasinry a Lf) s'C FOUNDATION PLAN AND DETAILS :ci►,F7r ft!'}G ypgurn Corcreto I s:D ROOF FRAMING PLAN 1 "isu)a�irTg Congrcta Fiv 53 D ROOK IeRAMING DETAILS Spray ANplied Fire-Resistive Pd;Tttlrials f Y � t U Ptlings,Drilled Piers and CNISSons t1 Q `t aI O ° ,i ( St'r'atc►ute � ro x z �, � •L., LL1SPill j p rorJtnp, t:xe.avetlon and Filling kt o SmoluT Cw V Q ontror SystfTms aoxy , C " G U t UUtrrer Intpectlons .� �`� � � l Q � w�„ ��• , SITE ALAN ��;� MAS' � �� MARK DATE 455FREVIATION5: -- ---_ IFC. 510 Standard ��AtomAt• e' ole" r•+•se• ('Mer DR [)Car G Grout 0C On Center CT ical �_ w1Nall1 •o.r,•s►':rnsr D6L Double CALV Galvonlzed OFNG Opening STN Steel . �.,,*., SIN Stain ROJEr)tlflltllR /•� wfi! sooin iar� C" ON Down GI Galvanized Iron OPP Opposite STOR Storage ` �� - �' �' ■ ^ /► /fit,1 Y hrn (n Downspout GD Garbage Disposal OH Opposite Hand �,IOCATIO`I -- - --- STRL Structural FlectT)Gd for bwNos•se► CA" "a Grower GA Gouge OZ Ounce / r1M SY Vinyl Owr Dimming GLU-LAM Glu-Laminated P D Outside Diameter (Dim) S•M g m• �aml Truss T ngifleeTifTj Ma' IerL+w111 "0404"s"0404"sOFLDrinkingg Fountain GL Gloss shin of wints SYS System t Nur A�,yrrNs EA Each CB Grab Bar PR Pak %,iI; w s�/wriew• E5 Each Side GR Grade PID Paper Towel Dispenser T Tel P` > Alst•rM eaR E East GND Ground PTO./R Paper Towel Di9p k Receot TEL Telephone Com• _ +" w M1 �rMYw•IMy EyMC Electric Wafer Cooler CYP.BD Gypsum Wallboard PTR Po per Towel Receplocie TV Television SANDBUFs S �T -_ -J� _ --_ Ar n &r•rlwc/MM ELEC Elecu-cal GYP BD/Wtf Water Resistant PART 110 Parlicle Hoard THIN Thick __ .-•-•_-_ I,— All, 6"ev b.�r, EL Elevollon GYP Gypsum PIN Partition T01� Toilet _4r. f r .•-•e• ELEV Elevator HDWE Hardware PERF Perforated TPO To-lot Paper Dispenser _ Ceroto EMER Emergency HT Height PIAS Plaster TRG Tongue and Groove M�Ip n+ s f•ose SNCL Enclosure HC Hollow Care PI_ Plate or Plastic Laminate TC Top of Curb ssll tlniww EO Equal HCP Honow Core Plank PWD PI ood TP Top of Pavement - " w'•• *%own%* EOPT Equipment HM Hollaw Metol Pt Point TPL Top of Plate I I '. er tlsssl• EXIST ExistingHORIZ Horizontal PP Power Pole TW Top of Walt �_� ) R, obw EYP T Treads V , f St - -- ':xponsion H8 Hone Bibb PRCST Precast Typ Typical I �� ar^ � 04/08/05- •, Brwre" EXPO Expansion Joint HR Hour FIT Pressure Treated <ix EJ PREFIN Prefinished Ex as•d IN Inches) LION Unlesshed Olnerw,se Noted i• • I DATE: • ••tl IIeNoT EXT Erlerior ID p L PropeAy Nine I Inside Diameter (Dim.) / UR Urinal -- tf' -- �'4��'oo » BwNnrn M Curb EIFS Exterior Insulation k INSUL Insulation OT Quarry Tile _ ttIX1�,TtHb ,,,• )0H: ' VP Veneer Plaster r _— --_ ^_--•_----- �"�'fs crr bwMrrn er Nan Flnish System INT Interior R or RM Radius J e1.Oq sre F Fabric JAN REF VG Vertical y rtloal Groin (�1 l ..__ " i ..,..� I ILE; TICS v, 1 ••V Janitor Reference y- I �. Cnrpsl FOC Face o1 Concrete JT Joint REFR Refrigerator VFSCT Vestibule o tibComposition la C sial o^ Tile t- I�RAwN: MRK FOF Face of Finish KO Kiln Dried REINF REOT Requ�emants � � p r . , la ;ka' 4 We.' O' r:uMU Corton' FOM Face of Masonry KIT It Kitchen y g -- +�tf,r Resilient LT Csst Nan FOS Face of Studs K DN Knock Down RES WSCT Wainscot �•.�� (o Cost In Place F.F'IN Factory Finish LAV Lavatory R Risers) WC Wallcovering or Water Closet /� �� - 11��..,, I I YE C I#.+ Bonn FIN Finish LT RD Roof Drain Ct1�E Dr-1 �7l I CI IECKCD�DV — -- sy Light _ ..- Csl•rp FF Finish Flom LKR Locker RM Room wt Wood / at Flooring "nV ersi Vvw' O•rr 1 FFE Finish Floor Elevation MACH Machine RO Rough Opening W11 Water Heater bRNr fA Fke Alarm M Mortar SC Seoled Concrete Wry Waterproof or Wall Panel \ wr Weight �( „ CI Co►dhk tU• FE Fire Extinguisher MB Machine Bolt SGL Safety Gloss \ rlsor FEC Fire Extin uisher Cob MN SND Sanitary Napkin Cnepener W West t �� COPYRIGHT ANKRUM MUISA 9 Manhole wow Window ASSOCIATED ARCHITECTS 2 (Iww#xslrr 7:i0 Cl)90 FHC Fire Hose Cabinet MFR Manufacturer SNR Sanitary Nopkin Recoplocle ^"" ""`""'- {,• M Calamn FRP Fiber Class Reinforced MO Masonry Opening SCHED Schedule w� With (C)W" Concrofe Panels MAXSCD Seat Cover Dispenser W,0 -1 � \ qi Maximum Wood CM) Cone. Masonry Unite FRT Fire Retardant treated MECH Mechanical SECT Section Wi> nl gab oven Wire Fabric condf'i FPRF Fireproof MC Medicine Cabinet 5S Service Sink or Solid Surface WWF WI ` f' f,k CAS tris Irucbon F'IXT F xture And MDO Medium Density Overlay SHC Sheathing Anglo • S I T L PLAN 111 C • t'V4y Continuous FB Flat Har MEMS M��nprone SH1 Sheet Shower ` At �q l com" Contractor FH Flat Head MTL Min SH Shelf , rp Centerline Control Joint FL Floc► MIN Minimum SHR Sow O C • Diameter , ttQlM Corridor FD Floor Drain MlSC Miscellaneous SIM Similar 02t)OS I'Mateitly of '� 411 fAa�IFQ,sR4 fe►a T,Ih (: r CNTR Counter FT Foot or Feet MID Mounted SOF, Slab on Grade • Square/Square Foot r h Ctsk Countersink FTG Footing MUL Mullion SD Snap Dispenser tt Plata OFLPI Department FON Foundation NOM Nominal SC Solid Core //1r `� OEi Detail FS Full Site, Scale N North SO Squc:re i 1 TL DIA Diorrieter FDNC Furnished by Owner, NIC Not in Contract SF Square Feet ,>rt ON Dimension Installed by Contractor .IS Not to Scale SRV Stain and Vamish ^''+wnsw.nawwrw.. DW Dishwasher PURR Furring NO Number ST Slone Slob I rAp Disposal (Carbogs) FUT Future OBS Obscure S SIL Stoinless Steel C S , r PERMIT SET: 04/08/05 rr , -. �F',�f+'i�r .. .. .,-.. _..._........,._.....«....-.s.�...r�..•�-••--.....�+...........,,..........._..r...r....�.waa..n..w-r-..--"'----........r,.r........:x.r ._,,,.« ......,..nr.w.-._...... �. f„elr- ,.,;, �I'L �" ( A`�J _, "� s .., a - .. ... ... .. -_____..�..-__-•____._.__----- _ -..... _...._._._.._,__,-_.._ __ .___.;.. _, :parol ... ��►.um..senaxr,ifLa�,AAfCT�.;..�;. +^�+4{ o �. t y 1f)i.t T "r• T c .N1,::v •.. \i'1 i ii 11,.1' r•`-i 1 0!'' ilt' 111 11„' I W., r, O I 2 4 E3 9 IC I1I i2 13 4 17 Ig 19 20 21 22 23 2a 25 26 27 28 2• _ O 3 5 f �. Mm° r r i MON I t FYI X1ot s 4 a'I I I Cil In f Itltli1') I I ,' ' I I i . �ala.ilYD; �J�,ri,t�.t�1,+ 1►1 CORMACK BUILDING ADDITION 4'. oil, III III It IN”ll' .,. a ...a:. r . , m. q9. r y ,e ,x ,. .. ♦ 1911M .b _rI :111116, .'.I. 1.' - T'�u3>�`�DIra"iilri�. .:: ,xlw*•;. —�.....,r� _ a ..�}'.rr.. x, _ - .. ,- . r , , - . -• - . ., . .,. - w, •r - ., +'s_ _ r ��- ;wr . ..,.�.,. w' W ..--� ,�- ►. . .. �_.e r'T— - t P ,f. ., -+• t1- �r"�rf Z ;. r--� -r .t•1r1.: •.W'•. .r'/•' .'i..!� > r _ r•req at '/r'rM' 1'x.1 ..( '1r►n,•••.�7r, "i_ -�,. 'r a •• ••1978 .w•Irt yr'..>RM,+� 1.s1. . r n. ,�. •.w-S•.- •' •-4(kr�._�I'k^� t!�: +9 � wr r >R , 1r�T ••u-v r-..: 1Ns"►J1 s:Il:,:""� 14a•�-•., �f^,;'Or'•-rix.""r.v� -SIR' "M?W4 �,. r_ .Ma a}1.�, "�-' f� «• r`+ "Pik ;ter 7 R"Rei 'r f� '.,lsx�e arl ��ww► ..t w 'wr ♦ r! '�'r►•" will, 'r ��1"'_ JI TS7t. 'al" Iliis'tr�..�is. '4 .t'�" � .».r,':rs, .. •Il' �.M' r 4 n . r-T s•+ --t„1 t,. . � - ..,,.• I i z; ,:—i r+•i " .'wR + ,A. ,..1 Pt..�T_ �-, -. ,�+., 'Iti► /�t may "° l ,r "x .:?4 +1,,x, `mac tt�' M ,+,�„{, T��„rr �cr cig��e�w!a �, Iry.r+t t w. • •it -♦r +!-�ra•w �+a� .�.r...�.. ,ar.^_ --,. ^�sr �, �t. w•- i ^r qM - -sr� �w ♦ lr�:• ...�w.•1•.•�R �+�M. -1 aR�'�rw' J 007 ry/rC+,7tww .. W1 i t t ti .1 Y !r ,A ',-)ANDBURG STREET _4 , EXIISTIW. / I! / 14 �r DRI,✓EWi�l 4Y �-- -- - - — -- - - - ------- � t: a I _ NPw° iYl .,,:^..• 'MIF `° ,.-.r..,. �.,..urnlM-: :yw' �,..n•u.n^' «..•.r..� _ -- �Iw :. ► r --- — - _ Z 0 00 c I, A' V 1 (5)SPACES �I S I 46 e'a trt>lrr!S`� t'E 'R.i100011 w I� h- co tr1 r - 01IJ W h -_ , L _ ow - °o Al2 U ( Q 7' oc • ..1 1 .1 (� '� ----- — 11,U60 S.F.TOTAL I ¢ 0 ADJACENT 1 3 w..ar. - --� ' -i STAGES -- - 0 1 EXISTINGi BUILDING o ADDITION � 1 •;, ,err ADJACENT PARK1N4 UNDER SEPARATE --� OWNER5NIP `! I ! O I' (4) SPACES I I d { { (6) SPACES ' 14,01: %1 i V I AI I MISTING rpt II D1N(a t'f',” to #4A(:,AI t1r1}I�7tN1 haft rnumtt:p:o I I I 1 I IJ T LLV-, 1 ------------- �l _ III 0� < O --- _ fn �,�..,•..r...♦ ' 1 (4) SPACES 5 CE5 I I I: _...�...�.�.._ 7 —!ll MARK DATE , S ',1•DD� o LEGEND: - — r KEYNOTES: OTE S• -- --n1d5 . , _ DAM NEW LANDSCAPE 15 FUTURE OVERHEAD DOOR LOCATION ), FiRE HYDRANT I JOB: 041000 O7 16 EXISTIPJG FIRE 11"�"G�.ArJT TO REM,�IPJ M E/15�1'JCs GATCN BASIN II f II I : Al-1'�� EXISTING LAND5GAPE TO REMAIN _. Al- �r3 NEW LANDSCAPE ISLANDS 17 NEW SIDEWALK GCCES51F5LE ROUTE TO BIULDING ENTRYS DIZf�WN: MItK CHECKED: DV NEW CONCRETE 51DEWALK (18 EXISTING BRICK -7AIR TO REMAIN -- -- `—^-- EXISTING SIDEWALK TO REMAIIJ Iq EXISTING CONCRETE STAIR TO REMAIN COPYt_ G111 ANKROM M015 NtW C OtJGRETE RAMP 2E? TEMPORART 6F.Di1-1ENT BIOFILTER 13AG8 nSSCX'Int I)nR('Ht1FC1S 21 1 NEW CONCRETE 5TAIR5 SITL PLAN V EXISTC\ki TELEPHONE BO! TO REMAIN 1 3 EXISTING VAULT TO REMAIN k? 10 RELOCATE FIRE WrDRANT FOR NEW 51DEWAL_K Er15TING PARKING -RESTRIPE FOR NEW ADA F. 4 +rrmn ,w �• +► IIMw ','�t� "'ter'" � 12 rJEW CONCRETE PAD AND BIGT'GLE RACK 4 A1.2 l r. 13 REMOVE EXISTING TREE M 1 A 1 . 1 f. 1 14 REMOVE EXISTING LIGHT POLE . , PERMIT SET: 04/08/05 ` 41 dna r, .t� ....___...—_._......__.._...._..._.,..,.�. _._-,......_....�..-,._....�.�...•-,._..__�._.-.. .,Iq',y ,�,.F.w'wa•w»•.ye-+'M, r �. �.._. �wliq,NtNIMI.1111MW AIW)MM.MI+afYI11N X111'' ..: `' syi,.,.,y y•-=w allb4r: s.�"T� .i. 1 1 I f ,4 "'t ,r I I I !I�tiffl 11 II 1 1 'I I. ,I� i II' , 't• 11 I!I 1 '1 I,II III IIIc II �I 11 1 tl 1 I I ,t , w F Cm , I,! nl I I t ti I t� �r 1 I 11 1 II. I III O 1 21 4 5 g e g 10 1 !2 13 14 116 8 19 20 21 22 23 21 e5 26 27 26 29 .ra� FMf •+�t•y� 1O rm � N9NI t 10L 1Ili I I 11f1l�.1, 11 ' . ��, � .X11 oa �...:tia'`�+; t�n,s M",1111d,�wp°�'r�mr 'iyy�.�.«f`,'�1�k se._,, ray ti�r•awl: , ".ia,� t �alp,y,,M•�.�+r�•�"�'""`"'.>.'..._..�_ ..- s x all Now 2�1(I a re Y f �♦' ., .til' ,. 6 ... .. :.,, , 4 • .., ' , -14 m � n -. — - _ — ► p - _ .,♦ . rr{�. I r.. ,r_. a T:d -♦ �•• \•��• Y", 'CE.. -Mt ,,p , i,^,e1. .� �.. .. ,/ �+,: �;,"s/7� /li l�'�•pP.'1 . s■,� � ,► � •,,�,•„+r >r r -�# � ..,� ac�'M -�- sew-••- r � .>,�► er.+rv. �+a+1� �► r a� �� .•, f• � i ��.� � •c a!� . e �1' ��► +�R'�►".1,�, .� ,�,,.� ....... ^� ,,.h� +.t.. I. •TAM 1811 `:f�IMllf Mtl�"�1�� '/�. `►�. I'�i*� "� �'�'' _.� '..��', a;•.,.. r - l �`�F7�syt�d^ .. ..,.. � - ..�� ..- - •;..'�I � f��1 1 1 j�5 °fit i f ' •��,l,ll �10r 4CCE650LE - I Z's ` PARKING SIGN � � ,---SLIP RESISTANT 1111111111 161ji BUILDING MOUNTED / FINISH '� cI' . ot+EooN --02 MAXIMUM SLOPE n -02 MAXIMUM MAXIMUM SLOPF FACE OF CURB- Fon,,CE OF CURB PIM 4 _ SLOPE WALK --SIDEUTALK ON GRAVEL BASE z Z ry 0 1/4',FT. U.ON. WHERE 3NOLLN ON PLAN t\ U I/2' RADIUS-- ®- // `d' PAINTED 3 / �► -- - - L 1 Q STRIPES J 'J +�� >��-, .. ,a' +�' wilts • ` �'S'I� / 1 � 01111. 04, he #. 4w". tsw A041111110 0 In uj lo j , ,...,M < Wr1 i ' III=- 1 d ! EXPANSION ,.OINT FILLER so 'r +onM 40 do,- \ • 20'-0, O.C. MAX. IIJ/ I, ^ In (U-04 x 2'-0' REBAR O cc X I_;. .1.- -!- �:i'"' COATED TO PREVENT BOND I 010.00 // R„ tic •,"1M1 w4��IN � �� I (__..._. _.I I I___. I I I L.L. �� dll a► SIM"" 41 w - 9 -0� _I I hLIND- ,,�A, , 4 C' 8'-0' 545E URE'iED/COMPACTED y 531dL ---- -- BASE 301E W . O ,. AN AGGE ` 7 (b'-0' STANDARD) SIE: r SLOPE OF FLARED BIDES NOTTOEXCEED Igl1 Egg THAN 4'-D', PAVING T CONCRETE �' L PAVING ON GRAVI=L BASE _ � ---- V < <n INTERNATIONAL ACCE551151LITY ---�_�J w i 3�'MdOL 6 EACH SF.=�E I < < 2 N M F PARKING STALL a CURB CUT Cui AST CURB SIDEWALK ' 4 •�C.C_.ES51 B i�E f 1 c uil! O Z �F 0 7r PF� 111A111 Al.Z N.I S. 0 s4,,;t1,. P 'Nan ...., } ' 41 O RECEIVED a MAY l L 2005 0 ~ CITY OF TIGARD BUILDING DIVISION 1 , ,TIP "T z I 1 Ir- w� 1� c,!4'+5i'r9N5M1GFMlrvlillW�Ot f 1 '•� e' u � © LLJ p u �rM A ' . i , y ,�,,, ..r.y , a'�%rl. s rwr��rwrr�rlw 0 O u � Q u �" t �,IA�A Illi►.C'�GMC mw MARK DATE RAp1USIcD GL�,gS I 1 i-11-0�i BLOCK UNIT ` �. dY DAT r: 04/Ut1/crWALL FILL: ; 04-1000 RADIUSED DRAWN: ^MRK - SLAD EDGE _-�: _- ..._ c:I1ECKED: DV ' �: •""" "' ~ I I 1 BSc .IAIf0 ARCI111FC1'S 2 1 C01'YRIt;HI ANKROM MOTS I I � A5. X' ryyy ! SITL DETAILS r 13 1--AAh 'vlyf ...,_K -IAMB ,3 GLASS BLOCK SILL G;ASr�JAMB A,.'] 3"—1'-0" GI Al, 5Yj I L 4 Al . PERMIT SET: 04/08/05 byr�u,�;4 d:....t:r}.u`..y4'•�1L4��lfa�'�'l:.,i%}41!I/ti'RM.-i.;'Ms..1r,.r''f9?w�S+I. ., .- .. .. . ,.... __...._. _--�..._..._...__.,-.,...-..,.. _. ..... _. ..,.. ., -.�.-.,...-...-..T..,w,._».,....--....,-..�..,.._ .,,aw,."y:� _ ,` ...>._.., ,.. wavu..:+.wa,��.,..,.ws,am++wcau.�c��lill�n�;rwii�dpinty� _..;.a.x::wr.�gsYK1+u,1��iY��k,i�..a'ow•t6�,�.Ari+p'Y,�'w..�rRYS�S`:'4a�!f:'.:4.ii�"+�M c.�>. ..: :,. ;t. ...».;_'.: .;_::_,..... " ' CIr� I I'lllllllll!lIIII I1111111�IIII�II11I111�111111'I�111111111II111111ti111;II4iIl1!IIIIIIIIIIII,Illlllliillllll1111!IIII1111!- .,,i111i�Illiiflllill'IIIIIIIIIIt1�1111IIII111111I !IIIIUIIIIIIIIIIhI!111111IIIIIIIIIII!!!!�iIIII111I�IIIilltli,IIIIIIIU�11111111111111�IIII�IIiII ' II f 11 . O I 2 3 i Q �i IO 12 13 14 16 17 18 19 20 �I 22 23 24 25 28 27 2A 29 30 IOmm. cm S, i HJHt ByIOZ Y { 81 II 01 9 h v 11.+.KA�bi. ' gist^�'l�1M144 !�7 �+k1ML� +�1. 1 1III I 1 � ; I oz I- 01, LT 00 10#00. - .- _. -.. ,t y ,,: ,::' �. -moi.•.Y� 1 t. t� �j-. }I y•A J r Ly vx� vowvy► n GENERAL NOTES: 1 I OWNER TO VERIFY FURTHER ELECTRICAL_ NEEDS WITH TENANT II 014 A3.2 z I_ I ' -z J I— LFF <V) CL Ai KE CYNOTES: Li ONEW FOLDING PARTITION - I`` LD '932 - - F- utNEW GLASS BLOCK WALl ` ' eV Al- OFFIC RELOCATE EXISTING COUN� O a tn CE 126 -�• O NEW 34' H. COUNTER OIC NEW NALFWALL PARTITION -y41 L6 -� 116 `25 U _ �© FURR EXISTING COLUMN w ./:a,, 1_ i Q s ` kms=� �' �` �' '" RE�„ITE ' r © RECEPTION '' b EXISTING COUNTERTOP AND SINK TO REMAIN •' \ n -a• a � - 2 --- P ` t TES. - a - I O EXISTING CLOSETS TO REMAIN w < � ` 4 't ,;, � RELItE �? , :• � ! I I .• 8 I I Q � N 4q " r �? O DOlJh9POUT DRAIN FI'201`1 ROOF r) OB 0 i •.� «* 16.11' e'x�'` I 5ALE5 AREA T A m �ai 8 E�,u AREA _ LEGEND. tlg t t 1 NEW DUPLE/ RECEPTACLE NEW WALL VOICE/DATA O+JTLET ws - • ( ---- LCSEi CL06ET -- — — * OMEN OC ,y. . , ,. ,,, �� N# 5 8'x10,\�I " . 131 1.30 � ' ' • ' Q 46 W 40 �' t, WALL SYMBOLS: t�Eti DACE �33 1 * • �� `/ - J11 133 n► IJEW INTERIOR PARTITION WALL �` Z �� A4.1 w ;�� 0 C> TO UNDER51DE OF GRID I NEW INTERIOR DEMISING A � .. q I CONE. r-�� WALL TO STRUCTURE Ad.l IM 5 B I' 135' -6. W'H5E.OFF1,-E NEW EXTERIOR WALL WITH BRICK VENEER 4 0y 134 A.II / • I'�� C FUTURE WALLS / PARTITI F > ,_.J ON5 / URNITURE --- — ( V s : _/ 1 UJARENOU5E --- --_ - c_-_=_=� DEMOLITIONIt (� E/15TING WALLS TO REMAIN -7 Y a „ < � • « o O U 44 MIN � -- - u x�43i , v / STORAGE MARK DATE_ y i 5.11.051 } 0 123 --- (n / NOTE: •-+.....�f..._ --- - - - - _ _._ — PAINT, RUBBER BASE, CARPET TO MATCH -- .. �`\ EXISTING SUITE - COORDINATE W/ OWNER _ r,.r.. NEW E a •, ;� •, � __ CEILING TO EXISTING GE LING `- MATCH N I ' HEIGHT ROOM FINISH SCHEDULE `y - -- CLG ` DOOR SCHEDULE No. NAME - --'- FLR DAM MAT NT. NOTES N S E W -- -- - -.._-- ----_ --_-'-- _-- ._ _.. DATE: 04/0010 — DOOR FRAME FIRE MDUJ 113 WOMENS P'ItLlw GPT 6' RD GYP t9'-0' r•48' P_-LAM WAINSCOT No. SIZE - — -- - -- -__._ DETAILS NOTES _ �_- _ TYPE MAT. FIN. MAT, FIN, RATG Tl'F'E 114 MENS P-i P-1 P-I CPT b' Rd Gl'P t9'-0' .48' P-LAM WAINSCOT JOB: 04 t 000 _ _ — -` `— _ -- FILE: A2-1 113 3'-0'x1'-0' SG WD P KD m 344/A4.t 116 SUB ROOM P-I P-1 P-1 P-1 CPT 4' RB EXIST t9'-m' _.--- DRAWN: MRK 114 3'-bx1`0' 9G WD P KD FIG - 3n4/A4.1 111 BREAK ROOM P-1 P-1 P-I P-I CPT 4' Rd ACT ,11A 3'-0'xT-0' EXISTING TO REMAIN - FLIP DOOR SOWS 118 OPEN OFFICE P-1 P-t P-1 P-1 CPT 4' R5 ACT t9'-0' CHECKED: DV II'i3 - (2) 2'-b'x1'-0' 51FOLD DOOM — 2/A4.1 _ 119 OPEN OFFICE 10-1 P-I P-I P-I GPT 4' IQB ACT 09'-0' - _ CO1'YKIGHI ANKKOM M014AN II1G 3'-0'x1'-0' 9C WD P KD FF 314/A4.1 - 120 OFFICE P-I P-1 P-1 P-1 CPT 4' RC ACT t9'_0' A55(X'IAI11)AR(J111 (-1521X)1 120 - Sc SC WD P KD FP 344/A4.1 - _ 121 OFFICE P-1- P-1 P-1 P-1 CPT 4' RB ACT t9'-PJ' ' 121 3'-0'x7'-0' 9C WD P KO FF 344/A4.1 �- - ---- -- _ 122 MEETING P-I 1 P-1 P-1 CPT 4' R5 ACT t5--0@FLOOR FLAN 122 3'-b'x1'-0' ALUM ALUM FF ALUM FF - 125 RECEPTION- P-I P-I P-I P-I CPT 4' RB ACT tg'-0' _ _ _ _ _ & RESTa00MS 125 3'-��'xl'-0' ALUM ALUM FF ALUM Ff -_-- -- 116 OFFICE P-i P-i P-t P-i CPT 4' Rd ACT it'-O' - 126 3'-0'.<1'-0' 9C WD P KD FP 344/A4.1 A 121 OFFICE P-I P-1 P-I P-I GPT 4' RB ACT :9'-0' _- '0. 384/A4.1 — -- 128 SALES AREA P-I P-I P-I P I - GPT 4' RB ACT t9'-PJ' WD P KD FP 129 _ _ - P- - -I 4 t t9'-m' 133 3'-0'x1'-2" -AC WD P KD FF 133 OFFICE P-1 P-1 P-I P-1 GPT 4' RH ACT t9'-0' - ~ 135 3'-0'x1'-0" SC WD FA KD FF — 134 W'N9F OFF. P-I P-1 P-I P-I GPT 4' RB ACT t9'-0' _ A2 . 1 ,� .,, ,i�,` �►•�1\• .•/�---� /"N� /�•/�_/'�/�� 135 CONFERENCE F'-1 P-I F-I P-i CPT 4' RB ACT t9'-Q1' I°aro Awl MATCH NEW DOORS TO XI8T1 MOO RE 1 SET: 04/08/05 Iry STRIP C rr' 2 3 4 `� Q 7 q I �y IOmmlcm O 1 1 12 f3 11 16 I� ig I!� 20 21 22 27 24 25 26 27 20 'c9 3�J II ,•1� y'-fir �I 01 NONI 0 { s Utl11#� 1�, I I + !> �►1 : . " J.I ' —` ! �1�i�1�ltl�lalt��1�� !1t1 4. i' 4310 > Incl , :-,...:. I a' (•.,may I m - mom , '. -- ------- --- J O KEYNOTES: T9T�1 OF 2 O ALIGN NEW CEILING GRID WITH EXISTING r • STARTNEW CEILING GRID 17' OFF EACH CORNER Z N 0 EXISTING CEILING TO REMAiN - NO WOW THIS AREA n W r Q Z „ — 5 IS o_o - - LEGEND: Z - o F FT / ^+Ew 2 A d LAY-IN FIXTURE � ? •' N Q r%I EXISTING 2 x 4 LAY-IN FIXTJRE (D 1uuy7y�� ^ N EXISTING FIXTURE TO BE REMOVED — sg Z7 j n O EXISTING 2 x 4 SUSPENDED CEILING GRID 06 40-41,4101, 4111111111111111 9 N NEW 2 r d SUSPENDED CEILING GRID L / _ E �o i 4.. + f '– EXISTING GRID TO BE REMOVED , ® EXIT LIGHT R — EXHAUST FAN C ® ACCESS PANEL `Q SWITCHING Z J m � U � z ® � oo NG PLAN V)' : p 04 s► s � i '. ,,� -..•m'�•+t-�-- -A'N MU HERS OF A 'HEAVY q DJTY' SUSPENSION SYSTEM AT 4 .0. OC, SUPPORTED _- NOTE ACOUSTIC SUSPENDED (2)FIXTURE HANGING CABLES T CEILING MUST BE DESIGNED AT OPPOSITE CORNERS MARK DATE �• • ANO INSTALLED PER IBC 7003, SECURED TO STRUCTURE - -- / 4 ASCE 1-02. AND CISCA ` ' GLU LAM 1 5.11-05 •, 4f RECOMMENDATIONS FOR HIGHSEE STRUCTURAL — T�•�-.�+�..,«.-_...I _ 6EISMIC ZONES. THE TOLCO «� FOLLOWING ITEMS ARE THE T-BAR LIGHTANGLE FITTING V2•• THRU BOLT ,q f - MINIMUM REQUIREMENTS. CEILING GRID CLIPS AT 7W0 GOFIPRESSION L-12 (4') TOLCO r A 1/OY. , T DIAGONAL OC. EA. WAY SPRA n, NUT — t�, 1� TOLCO I ' w LruT wi'N 4°PORT \ \ i 32 CHANNEL 4 .'+'/ • Y•H '..EAr DUTT' L6USPEN5ION ATTACHED SYSTEMS, 12 E M rdgYxFl•S SHALL BE ATTACHED TO TUE i' c,.�,�° ..a.•-y.,. +::. } ,+ IliElll �� COI�,E�!'OOEACH FIXTUREAN EM EACH r,aT~ MAY USE COMMON WIRES. FIL • DATE:.6141 FIXTURES WEIGHING LESS THAN 56 - _ — - — $ LOS REQUIRE /2J-7 GA. BLACK WIRES FROM r HOUSING TO THE STRUCTURE A TOB: 041000 C •%WT FIXTURES IN EXCE55 OF 56 L155. y FILE: A2.2 ,�( - '� SHALL BE SI:PPORTED DIRECTLY FROM THE CEI;,ING GRID \ - ,,� ' •• �, •mw]GTURE ABOVE — — _ — DRAWN: MRK kjjl - *., ,•. .w.y ,ww HANGER WIRE AT �, - w -� • D ALL Lx1.ITNG SHALL DE POSITIVELY 49- FOUR WAIS ATTACHED TO THE CEILING SUSPENSION CHECKED: DV SYOTEM WITH TEE BAR LIGHT CLIPS ORSTEEL MOUNTING PLATE TO CEILING GRID SIMILAR DEVICES SAFETY GABLE SUSPENDED PER MFR'S REO'MT9 "4'Mc "�T IIS ♦��ww D FIXTURE IXTCEILING 'to' ';.. Yw° ^ Mvr AHY NITERIOR PARTITIOM1I WALL IWIOH EXTENDS HOUSING, THEN WRAPPED Rp I'1AM. R ASSEMBLY COFVRIG"tAiI I A RCHII MOISAN A. ; � TO THE CEILING GRID, THAT DOES NOT ALIGN WITH ROUND FIXTURE HANCiiNG R 1tlAdNE FACTORY FIN. STEEL A55(X:IAII.0 ARCHI1FC15 2IXH THE A-WAY BRACING OF THE CEILING GRID,MUST CABLE MIN. A TIMES DRILL HOLECEILING TRACK HAVE iTS OWN LATERAL BRACING PER NOTE 9 SECURE AT DIAD. AS READ 4 I/4' _ 2 r" • fir, r 1, ,M ASO E AT 12' OC MINIMUM COMERS NOT CONTAINING REFLECTED 2 CLOSURE ANGLE ON ALL BIDES, ATTACH CEILING T-BAR CLIPS a a, GRID TO TWO ADJACENT WALL$. THE OTHER TWO PAIRED MOVEABLE CEILING PLAN , 1.\ _ ENDS IN EACH HORIZONTAL DIRECTION SHALL NOTE: DETAIL SHOLLN IB FOR LIGHT FIXTURE UIEIGHiNG 56 LBS OR /WALL PANELS I'331 AND DETAILS - ' I ( '. A ` HAVE 1'1' CLEARANCE FROM THE WALL AND BE - 4 'REE *C SLIDE ON CLOSURE ANGLES. LESS LIGHT FIXTURES WEIGHING MORE THAI) 56 LBS. MUST BE MODERNFOLDI ' :L • INDEPENDENTLY SUPPORTED FROM THE STRUCTURE. 9EGTIOrI A-v PROVIDE SEISMIC JOINTS WHERE CEILING AREA y ~ EXCEE06 2500 90. FT. MEEEII� RECESS MOUNTED 1 LIGHT FIXTURE SUPPORT 4 MOVEABLE WALL TRACK A2 . 2LM IJIABLL 1g11H1AU F 3 i +I(Ap A2.2 N.T.S. uvu A2.2 T"-,.�. 1 PERMIT SET: 04/08/05 Ism 4 5 8 _b 00 11 12 13 I4 IB 11 I19 19 20 21 22 23 24 25 28 27 28 29 30 , + 14 ; 4�a s i ]ppz I " EI 1I OI g C xo•I 11II 25X IIIA TT+YM:w LWYk��VIYY✓��,� I Iq ..,.+...---.�....—�....�...-...1.•... 5 l&. ` _. . .. TIMIq..FyB+w.y-e¢• 1F^�►MF•lew +4`A #M. NssM'Rw Pi .:w r a:V .,• v 2 .. -- - -- J -- _ _ _. _ _ .- ,.-a.- 01 0.lR. "` 'S f i' r""_ tea,yr - .,�„_.z .vy ,,,R��; 'W} _, �.�.�,�.�.�.-,��, '� �•` "`°� `''oYJ/�1�'� .,. ws+a--:..- �.a —,. .. ..-.-+.er-..��-�•...-�.,r�.. w.�. ...�.- ��r..mow. i 41.. t?, y�. ylr, i I , I 1; EIT215 rs — Il OC UPAN ♦ Z + 4 --- -�-- -- — — — 7 ' L � O ' 1 CL 32 CUP TS lei �J a Ar no ! r - - J < I. 0 =r 7 °' r l o 1 1✓ ,�, Y 1 L r Imo— J -- - - - - - - - - - - -�- EXIT 1� � 30 OCCUPL.NT5 ~ "1 1 1 rY K FROM BASEMENT it Aw5m Aa) 1 o z i 1 ' �4 0 1 . 4' % 1 I 8-1 I mm Or L__ - .tl s` 7 OccU1z.aN-s C •�J1 3 FIRE LIFE SAFETY PLAN n � Z n A2.3 1116"-I'-o^ V z moa v zW Q { -EXISTING STALL. - Q a - 7 RESTRIPE FOR VAN O 9 O �. � U ADA ACCESS U U � � z ..� 1E ecce V v J MARK DATC 1 .�! 'O gLOPE 1 I --- # , t. 1� ! v, " �:��,I vias�M F.•a w�� ,� - I U U 11 U GJ. 00 ---WALL MOUNTED Z j ADA SIGNAGE DATE: 04/09/05 )OB: 041000 1 ! � FILES A2-3 DRAWN: MRK CHECKED: V - COF'YRI(JlIt ANKROM MOISAN }� ASSOCIAIF D ARCFIIIF-CTS M)4 PARTIAL ROOF PLAN & ENLARGED RAMP PLAN : A23 , PERMIT SET: 04/08 05 ruo pMelRaN41A-•d1G TP'�'Y,4,iQ?IY1 :.n... '. .:. _ :,,�,y,w.,q�'!,• ,-.._.-__., _ -^W+. .Ai:.n:, 11 aorm++c:..+ a w..�laanv.raar�N�R: _.::dew atir+lkisw�h7k !III IIII ILII 1111 IIII I!II U!i 1111 1111 IIII Ilfllllll IIII 1111 IIII i!fl IIII !III I11!� �!i1 1111111' I ' fl IIII lil 111 I! I III owl J!111,11 11 1(111111 ��► cm I I I I I I I I I I i nll,' nli, I i i 0 d 10 1 1 12_ 13 4 1!1 I7 Is 19 20 21 22 23 24 25 26 27 2F� 2Q 30 IOmm-1 cm NOW Y 1 u It I � � I. r1'�j'1 1 1 1,� 1 ' I i . LI� ��. 1!11�pAre'►r.L.� ,. pwgC'erecFa:e•-w:.na«...,,..R: n•-.,. . n n I r is xl� r I o:•:. ., a '. ... "tl � WIN 1,16 m"111 11— 171 I IE. - _ _' � .. - _ �` • - - --- - - - � + _ It a' . _ �. - - - _ ._ ,I .. .... �.� --- ..... �� ► � t r - � a� !A'y'r��"""'�,,,,., . . � _. . . , , '�J'�T !4^"�'�R7,lRL.O. T A4'llR��-��T�-��.s�w�.r �•.—moi w�.=�.�s tom_ �F�IN � w- �••,�jA . . . �+n.va.unm .+sa:.r� ��.w+��^r w�• _ _ _ . __-. . _ - .. -� � _ ��..-- �-� . . �-.�� .�-.� �� - �. .. .: •. ��-,wr S EX16TING BUILDNG • +• -_ - - - _ NEW CRICK VENEER --__ NEW BRI2CK PARAPET RELOCATE OF If WCA6 IwIECZXI6TG EXISTING ..�„+w.. ..F.. '• PREGA6 PUCE SIGNAGE . ..•••- ••��-'•.�'•••"”" -" • -ALK/J W/ EX16T PARAPET PII a - -NEW STEEL CMOPY Z r y --- WCORMACK (• .� . ... •. .. .» I ( NEW BRICK VENEERPACIFIC ' m . .•. A •. - •.w ' 6 �-_ VENEER—,,, ' OVER EXISTNG - 0-- oCON c. wAIL . ... --=.� NEW - _-- --..---- 6 — --- 6TREL 0 QANOF" EX16Tt a ••, # - WINDOW �J w H N Z a N • .� Em I 8 Z i4g N i 0 N W z No 10 € Z O EXISTING BUILDING NEW ADDITION yYl PA/UPIT ��OFO Q ALIGaN W/ EXI6TNG ARAPET < I V Z b'-6'R6 6• NEW m Yu Qao Q o LU cc f � j Q Q >N L4) U o < J L a') v J h f— m EXISTING BUILDING - MARK DAII i. NEW ROOF L4DDER _ 4'. .CJI. . .• --_- _ - DATe oMoebs loR_ _—at000 'w I� AA3.1 DRAWN: MRK_ , � I A3�61M CIIECKED: DV -- NEW CAN OPY COPYRIGHT ANKROM M01SA'4, A5500A1FD ARCFIIIFCIS 7(K)4. —� f� �j ❑ � ELEVATIONS lul uI P7H G. All PERMIT SET: 04/08/05 �mwvwm�v IT" cm �OmmOa_ml 2 3 < 5 6 8 9 10 11 12 14 18 17 e 19 20 2i 22 23 24 25 26 2- 26 29 30 Y« ow #Jim 25X �.E�IL... • it 01 F�1. ��1 I� � �I+Hfa��.�� i�� ✓��I�l --""�w..el�w�-_. _ - rF%t, ;•, 7lr' rs #14�f1F _ l..C:N .iW1 � "_. '� AI!►T _ .. . rte:_...a. �a,.i+w i � A rr•nno: - n=a�ws . w�was •:.ww� w w. r•• ' ��+ _ --_ _ _ _ _ ._. .. .. .— _ .._ .. .. b .f x t N1 ' y11 y§ o SD I I I I 1 I • I I .w, � r J� o. 111E0011 a loom v wo AmOF 1 ANN- " '� ► AM tilt', , wr n �'1f • s ' I s • i�s ti"„~ +rw T fV 0 ,dao a • &a WAV < L 1` ��I ��I:�:"� �� mow► (fl Q � 1 oc .. 61oEG'Apt i:llV'•k'��1+• R :�+ :r-«:,+mli�'dl^N"rrtrlrc.a+, .. � 'i91Ni",. ., .1 d, u � ' O W O � I I O 1 O 24.D ADJUSTABLE C�Lp.�ET DOORS �" 0 "' { i .�,,., CABINET SHELVING 2'-4' 2'-4' 21-1 O —-� -- -- J� -- - - ---- -7-- 7' J r_ . �--4' BACK- I � � In � T- I " SPLASH, , �Y a1 :� m I� TYPICAL I zLj -- til 1.1 U < et 0 AMR < < 4' BACK- --b -O. rA O __ ... SPLASH. ,�' — c 3 -0 -_ TYPICAL CL — M.v'Y►��1� VERIFY aft" • �°°"'° • COFFEE BAR ELEVATION ' Z wow so ..,�. BREAKFt.00M ELEVATION UNIII 1• BMIAk A3.2 I/4" 1'-0" 1/4 I I 31-01 s9 J. I .. - CI;rC� STEEL i I GALVANIZED-� � I 5LOPED METAL > I I I > " > I DECKING � I 2r3 DCW115F JIM _ --- — -- — E/1bTING BEAM -- -- - -_ --- - - — — -- -- — - - �T V) i RE1""'� /E E/15TIN13 — V -OPEN E/ISTING FRAMING ABOVE BRICK. VENEER ' f , C� -—1 2) NEW T5 COL ABOVE * SOFFIT HEADER BEAM TO CONNECTION E TO— I < Z O Cs JY' CABLE - SEE INSTALL COLUMNS CONC. PILASTER STRUCTURAL � O < I '--CONNECTION fe LLJ TO T.5. COL I L.� C/') . O O . �. O _ 0 1 1 5 STEEL CANOPY ROOF PLAN � 6' rIE r. STUD MARK DATE WALL a BACK PLATE � 1 f� �� FACE OF WALL I j/' I I 3/IE -- Ib'r16"rl z' STEEL 3/4'4 STEEL ROD --- /// BACK PLATE _ - - d CLEVSE PAINT I/2' STEEL KNIFE -..__. I PLATES 3/4' TuRJ BOLT W/ 61 DATE: 04/08/05 ►••..a. I I - - ;, +► -y �. . / ,-1--- 3/.4'e STEEL ROD COTTER PIN --- - _ - SOB: �� 1 I I W/ CLEr''ISE- 1/2' KNIFE PLATE -- -- r1 PAINT -A3-2 DRAWN: MILK PLAN �---- 1 wJ F.�. &ATI T` CHECKED_DV STEEL EE S FtUGI UR1.1 a r.•r r - STL. ip f 16"rlb'rl z' STEEL # r L I - Q BACK PLATE COPYRIGHT ANKROM M(lt 1/2' STEEL KNIFE STEEL. ANG LE ASS0(:IAH 1)ARC HI IFCIS 1004 r PLATES - / - T. . 4'yo 1I/4' rsAL METAL SCCTIO -' -- 2rrn STUD WALL DECKING INTERIOR E L�/� ` - - - CANOPY -oft r�• + ...... .. 4 AND 1 DETAILS (r • `, ,' .ter � x „ ..,r.. + a • +.� 7 g QEQ110N 3/Ib C AIL r9%� STEEL CANOPY CONNECTION ANOPY CONNECTION STEEL PLATE DET ' c�tvOh1 I/'.)" A302 CANOPY z A3.2 1 1x12" PERMIT SET: 04/08/05 I .r • .t .' :• t'1,,_u ..._. ..e..e.wtnw.w+ .w,IM-V '! ' ' �.L. `_".:a.+nr.ls�:.: to � ".'y�� _ ..-.-.+,.+lar.• .r. ........_ .... ...-..........-.bwwlFnYr-e ...._r:w.rw+w.M.f+-•. Y'r ✓.F. •.•.Mw'-..'aw w.n..- .. "rYWii1AMUn.# .. .. ..•,+,-'4k!aes:/,fa5tr•i.*, rtt+�.tt►►"',+hMtl'fM71lk Hvt'�1w'91� - - . r'C/'dAl�'�1K'Y�IP N.h+ rs"Mt.,,+F^,. ,__.— mow• _.,_... .«.-. ......_....._,-..._--_.......... - . r C(p 111111 111111111 1111 ^ 111111 IIllllii ill IIII"1iil111i1 111 I{Ililll{Illlli;lll 11111 IIIIIIIIi " "'t1 i11 1 ' 1 ""' 'li tl 1• I, III [. �j a 16 7 8 9 eG 21 22 23 24 25 28 2'7 28 r_9 30 O 1 2 w 10 I 1!! 13 + � Omm.I cm .. ... ,. wazw ► M"- 1 I 1 1 Ip .. r..+♦ a? . kat' � - _.... ..... _ : I r. r v - • y , III - .S ... A r. c. v , I , .! •i. A •..._.. U-tl1rl.,1!.::.a. 'WJ _. .YIY l Vim.�� r .. r.• _ _ __ - . n o, ;A 0 ON A • \ AAMMnn 4 Ly 1v10. ONEOON c r, 0 M. v ..,M,r11► I VZ ;74 O Rei i - L r, U i- EDCsE OF WALL BEYOND r Z phi "na"• ,M► �u _--- `\ -� _ — __---- LATERAL BRACING 6' 'JC, I I YV—J J O P-UAM TOP \ ALTERNATE DIRECTIONS TO a• W , ,. -.' �e,�r+r+!► 11.�r \�\ - STRUCTURE WHEN REQV' .�...�. ---SOUND BATT INSULATION O .r ♦ (� 1 _. TO EXTI=ND OVER GEILIr;G I � CORNER BEAD 4'-D' MIN EACH SIDE 0 z z « a ,.. ,,�w. +�► OF PARTITION A, BLOCKING .14 4 ,* .x 3 BLO Hca oc �fp 4w;w,r aa. - SU5P (--LG --- -- tdFOPRPIE FOAM TAPE — N x. x I/01 �`� CONT t,SETWEEr: BLOCKS � �� M ,„� w ,f r at .. a. STL PLATE wELUED TO _/ I1 \ --- -r W U1 h , * TUBE 5TL POST � �\ - GA51NG BEAD OC W .,.,�Is• ;� ,.• -- FASTEN RUNNER D ~ ` 1 GYP BD ON BOTH ��' I TO CLG SUPPORT — ALUMINUM RCLLEfl 1-- 5/8" _. fo g• ,;1., �,,,�u: ,r . ,.r w:,,�+1► M ` I SIDES OF :x4 37UD ~''.. 2�-0' OC TNRU TRACK HEAL) 1�.. �'• O t. L -A, #00 +wMr► s� I ;/''' X :' 1/:' X I/8` �•✓ NEOPRENE DLO(-K5 _ 1 ' 5TL TUBE o PARTITIL N - -- = b _ - SOUND BATT INSULATION = C u END AND INTERME;DIA'rE:S - — � ►« a �"" NOT TO EXCEED 5'-O' OG 5/8' DIA EXP STUD OR BOLT „`'� —:x4 WOOD 5TUU5 24' OC - - N �. 1 2 M A $ O Ln gjj . ., , �— .STEEL PLATE WELDED TO � y � W � r.l; ,, ► �+II► .r«,t�, „� til --- — E31 FOLD DOOR ' TUBE STEEL P05T I ACOUST. SEALANT +� SLAB O l .,. .per _,1.. •all► �--•-- BAgE PER SCHEDULE I 0 #a -- �... :W:' ,., ,v►MIAI,rr' IN.4r-w► :,d. '�: +.it — MTL STUD RUNNER g ; ' � r �+��«�'- rM1• �wa+AN► ►"'n'"` � � / 0.145 D. POWDER ACTIVATED W4lr1' �N�l. s s -- I DRIVE PINE W/ 1-1/4' EMBEDI-LENT I � '. _. �. AT 4'-0' O.G. MAX INTO \ r— �, «:ell ��,,. . •u'„p CONCRETE DECK. - ' 111 ' TIAL HEIGHT WALL INSULATED PARTITION WALL z BI-FOLD DOOR _ PARTIHAL�WALLAL _ � 4 L�,u� 4.1 3'-1'U Ixx,l+euuu, a .r- a 1. L ...r Z" GALV. 5TL. N-itI it rr °n•'p , U'� 3/4'4, GALV. STL, WELD TO 51DERAIL6 V', IL i 3/8' x 3' x 8' GALV. 3TL. I U ANGLE EA. SIDE a 6' O' OG MAX. J �......• !. I WELDED TO LADDER 7 U � FASTENERS 570 5/8' DIA. AB. INTO EXISTING BRICK WALL W it 0 0 J U w U s, ° 1 11 E'� ' ��. 1\ 1 � O � 1 • t „ -- s1 ► 5 •'•" A4.1 1/1"-1'-0" RA ADDI R ^MARK DATE DATE: U4%O8J05_— SOB: 041000 FILE: /141 _DRAWN:- MIS►; ,, A CHECKED: DV - CUPYRIGHi ANKROM MOISA ASSOCIAI11)ARCF111WIS 11114 DETAILS Y, A4A } . PERMIT SET: Q4'/08/Q5 , ' r . -" i..'C aKw• ...:nrr l:rn'M.7P,1Ma ,. aa' ,mm . •aI.-.�+.�...........vwY.+.�.�p, +•rMaM'.Mv ..f44EFYr'�;Y....- � ,.. Yl :: .".. .�,...•.. .: .'� 1...• ..:. ..� ,._ ._ -..• ..-. ,...,.atlyvr�l�YYi•+laiYlBl�. i,.4�.Y.+..a•ll'.R:u+.�.F'..:✓IwwN.'r.">a::� .. - i 1 � ii � ir' , :�� ' ;� i l i t��;l'u i!i'! i l � I I t 111 ,I 1111 ! II 11 IIII !!ll li 1'11!1 Iil � II .!► IH 1111 I 1 111 i ` III 1 1 .. f I' Il��lll� I I IIII nl. ! li Ill In 11,1r n ! ull nl, tuI .In un Is1 11 1 11 nlln.l nIs tt t ! i I I i I I I I .�� + ;4� NM�1'�► cm� I1 �O�O�I�m 4 5 g 9 1" ' : I� 1� 14 t Ig 1 IS 19 20 21 22 23 24 25 26 27 25 29 30 N;rNI ¢ 1 ''1 I� 1.4h,�J.l.��•�.1;.,1.4.11JA�.�f�+�1�-I.i�1.F,7.� '�+4M�'1'•'�I,�F ,1.�rJ.-IJ, ^, .r'^.....+,...+.•••-r«. .,.-" - I .,,�,"'S. r i!'-�.. �;"� , r .��XT."?yr� 4•}Irl t,. I` it .. .. � - . 11 �gl� e�Pa�A ,� •C� �S I,t t si`+�� , +� W� , ,'y l�i'}'^� N r o; q 11 I i ti y t a �'+"fi�',�tlyyq� y�{�y4. �•�'Our r T��fl �',��' � +4.rt' ' � q'� r ell ,>'lErg'tih'u ' '�v.5yw.., '4,7 °{�.r yinc, yy lfn, , ,'s, 4y, iyu»4,4*'�1}''�,jj•,��la• '( d �. ;: 4 t r ,., .1 - Poll - nl " 3. vsV !41Rr� 4 +! !� CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM - CONCRETE' COMMENTS DURATION INSPECTION AGENCY z0 dfffimLl - ILTLL P - 0i PLACING OF REINFORCING FOR SLAB-ON-GRADE E',1116 LAU g r M°+ a+.4L Mr MBERS 10 BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE PLACING OF REINFORCING FOR FOUNDATIONS/S7EMWALLS P TESTING LAB/ENGINEER • . '.4 .AN%I LU111ON OF AISC STANDARDS. SUBMIT SHOP DRAWINGS OF ALL _ PLACING OF CONCRETE FOR REINFORCED SLAB-ON-GRADE SEE NOTE 8, ITEM A C TESTING UB n,NAL b1cit r O.D(10 DESCv STRUCTURAL SYSTEMS TO INCLUDE PLANS AND CALCULATIONS +4u'IU NT AN CNUNELR REGISTERED N THE GOVER14ING JURISDICTION. GRILLED-IN EXPANSION/WEDGE AMC CONCRETE FER ;C80 EVALUATION REPORT C TESTING LAB w, _wtU BT JURISDICTION, CONTRACTOR WILL BE REWIRED To PROVIDE A SEPARATE (UNLESS OTHERWISE NOTED ON DRA1 •u ' RIR I%OFCR DESIGN STRUCTURAL SYSTEMS, STRUCTURAL WELDING AND HIGH-STRENGTH BOLTING: W M.r10ALS • `,tEIL W SECI.JNS TO BE ASTM A992 TYPICAL UNLESS OTHERWISE NOTED. 91NGLE PASS FILLET WELDS 5/16" AND SMALLER ..+ %TEL. PLATE. ANGLES, CHANNELS. ETC. TO BE ASTM A36 TYPICAL UNLESS _ 7•4RM5A NOTED APPROVED FABRICATORS: .aq Fd'E ASTM A55 (Fy-3S KSI), TYPE E OR S. OR ASTM A501 (Fy-36 KSI). 4 'v, : 1-MAL TUBING TO BE ASTM A500 GRADE B (Fy-46 KSI). lHCERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TO THE(kWISE NOTED, BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS AND a .>„• I,w ANCHOR BOLTS AND CONNECTIONS WITH WOOD. PROVIDE STANDARD PLATE ARCHITECT OR ENGINEER OF RECORD, FOR ALL OFF SITE •A +4RT ,,NOER ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD, FABRICATION SUCH AS STRUCTURAL STEEL, OPEN WEB STEEL EAPINSION ANCHORS/EPDXY ANCHORS: JOISTS AND GIRDERS, GLV-LAMS, AND PRE-CAST CONCRETE. p z �. .+ ANCHORS .,A1( MATERIAL PRODUCT LC.B.O. N0. WIRE q EPCON CERAMIC 6 EPDXY ANCHOR BY ER-4285 i•- ITW RAMSET/RED HEAD VL'0 PROt'i r ONCNE IE EPDXY TIE ET ADHESIVE ANCHOR BY ER-4945 ; �AGIN'9 C SIMPSON STRONG-TIE COMPANY, INC. -ARFTL HILTI HY-150 ADHESIVE ANCHOR BY ER-5193 ��15Ab7 IC HILTI, INC. - 1 ..,,.Ri TE POWER-FAST ADHESIVE ANCHOR BY ER-4514 QPG(` - - POWER FASTENERS, INC. IAL INSPECTION PROGRAM NOTES_ ` MAtJ}iRV HILTI HY-190 ADHESIVE ANCHOR BY ER-5193 1, DURA*.JN REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. PQ F IqR;! HILTI, INC. C - CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING NEXPANSION ANCHORS: THE WORK REQUIRING SPECIAL INSPECTION. p A•,[ M MA FERIAS PRODUCT LGB.O. N0. P - PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY ' w R(TC RED HEAD TRUSOLT WEDGE ANCHOR BY ER-1372 TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE PATH APPROVED EN r>•�+�'•" ;TW RAMSET/RED HEAD PERMIT DRAWINGS AND SPECIFICATIONS. `..ONCRF TC SIMPSON WEDGE-ALL ANCHOR BY ER-3631 SIMPSON STRONG-TIE COMPANY, INC. 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: HILTI KK-BOLT II ANCHOR BY ER-4627 ENGINEER: VLMK ENGINEERS m p � k HILTI. INC. uASOHNRY HILTI KWIK-BOLT II ANCHOR BY ER-4627 1ESTNG LAB: TO BE DETERMINED ae EE HILTI, INC. TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. N &1i ` 7--LR ANCHORS ARE ACCEPTA3LE ONLY WITH PRIOR WRITTEN APPROVAL OF ENGINEER, THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY I.-FALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. PROVIDE MINIMUM EMBEDMENT EMPLOYED BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB CONTRACTOR, PER F `- A•,L. SPACING UNLESS OTHERWISE NOTED ON DRAWINGS, SPECIAL INSPECTION OF ANCHOR I.B.C. SECTION 1703, THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE J ,H:'ALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. DESCRIBED IN LB.C. SECTIONS 1703 AND 1704. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON ,'.;HlGAUGE STEEL 16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEEL OF ASTM WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR m A653 GRADE 0 WITH (Fy-50 KSI). LIGHT GAUGE STEEL 18 GAUGE AND LIGHTER SHALL BE INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. F.%+MED FROM ASTM A653 PATH (Fy-33 KSI), DETAIL AND FABRICATE LIGHT GAUGE STEEL � l0 PER Aly STANDARDS. 3. PRIOR TO THE BEGINNING OF CONSTRUCTION. THE ARCHITECT (OR ENGINEER) SHALL CALL A Z C m • • C MELDING PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, CONTRACTOR AND m I ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION REQUIREMENTS. THE STRUCTURAL W ELECTRODES. CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODSOBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS MEETING. J `•' 'E CONSTRUCTION THEY ANTICIPATE EMPLOYING ON THE PROJECT. SOME WELDS SHOWN AS W 4. DUTIES OF THE SPECIAL INSPECTOR•'• SHOP WELDS MAY NEED TO BE FIELD WELDS TO AID ERECTION. NS TO INCLUDE, BUT ARE NOT LIMITED T0: Z .,, A. ACKNOWLEDGE THE SPEECIALCIALINSPECTION PROGRAM AND THE SPECIE INSPECTION AND TESTING nweoM e _ Wlem AGREEMENT, PROVIDED BY THE LOCAL JURISDICTION. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT Z C1 A ROUGH CARPENTRY DRAWINGS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE v r COMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON ATTENTION OF THE CONTRACTOR FOR CORRECTION. THEN, IF UNCORRECTED, TO THE ENGINEER AND 0 Z DRAWINGS TO THE BUILDING OFFICIAL. CH TO A JOISTS, BEAMS AND STRINGERS DOUGLAS FIR 62 C. THE SPECIAL INSPECTORRCHIIECTL.L ENGINEERFURNISH. CONTRACTOR ANDCTION S FOR PARTIES). IN A V W i 6 INCH NOMINAL AND GREATER DOUGLAS FIR N1 BUILDING OFFICIAL, o � iRIYWNr� B. BUCKS, BLOCKING. BRIDGING. AND MISC. DOUGLAS FIR OR HEM FIR ,y3 TIMELY MANNER, AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. � D. SHE SPECIAL INSPECTOR SHALL SUBMIT A FINALL REPORT STATING WHETHER THE WORK REWIRING C STRIPPING DOUGLAS FIR 03 D 2.4 STUDS DOUGLAS FIR STUDS SPECIAL ROVED TION WAS AWING INSPECTED. AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH .,, .. E 2X6 STUDS DOUGLAS FIR /2 THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS 5 AND THE APPLICABLE WORKMANSHIP •. F SILLS, LEDGERS, PLATES, STRIPPING. ETC. PRESSURE TREATED HEM FIR N2 PROVISIONS OF THE INTERNATIONAL BUILDING CODE. IN CONTACT WITH CONCRETE AND WOOD 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT UMITED TO: � G. POSTS. COLUMNS (SAWN) DOUGLAS FIR pt H. ROOF, FLOOR AND WALL SHEATHING TO BE APA RATED SHEATHING, EXPOSURE I, A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS CONFORMING TO APA PERFORMANCE STANDARD PS 1-95 AND EXCEPT NER-108. BEFORE SUCH INSPECTION. . B. ALL WORK REWIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS SEE DRAWINGS FOR REQUIRED THICKNESS OF SHEATHING AND/OR SPAN RATING INSTALL ROOF AND FLOOR SHEATHING WITH LONG DIMENSION PERPENDICULAR TO BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED ' SUPPORTS UNLESS OTHERWISE NOTED, USE SPACER TO PROVIDE 1/8 INCH END AND BY THE BUILDING OFFICIAL. C. PROVIDE. THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS 1 EDGE JOINTS (1/4 INCH FOR JUMBO PANELS) WHENEVER SHEATHING IS EXPOSED TO AT THE JOB SITE. p1 WET WEATHER. FILL ANY JOINT SPACING OVER 3/8 INCH UNLESS OTHERWISE D. MAINTAIN AT THE JOB SITE, COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. p1 APPROVED BY ENGINEER. INSTALL 2X4 OR THICKER BLOCKING AT UNSUPPORTED m JOINT$ IN WALL SHEATHING. BLOCK ROOF OR FLOOR SHEATHING WHERE NOTED ON S. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE . +,:I ' .rNN+•! DRAWINGS. REQUIRED BY I.B.C. SECTIONS 1704,4: . .w u -••'+ .A r I. GLULAM BEAMS: Fb - 2400 PSI. E - 1,800,000 PSI PER RITC 117 SPECIFICATION. A. CONCRETE INSPECTION AND TESTING REQUIREMENTS ARE AS FOLLOWS: 1,1 011-LIR SIMPLE SPANS COMBINATION: 24F-V4 1) CONTINUOUS OBSERVATION OF SLAB ON GRADE AND TILT WALL PANEL CONCRETE PLACEMENT IS 7 �) • .•,a „ . CANTILEVER SPANS COMBINATION: 24F-VB REQUIRED. L ^ -- «• r :-w: : + 'AK'^, K4 CVBK: SUBMIT SHOP DRAWINGS. 2) OBTAIN (4) TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED (OR PORTION THEREOF IF LESS O O • J. PARALLAM (PSL) BEAMS: ALL PSL SHALL BE MANUFACTURED BY TRUS JOIST THAN 100 CUBIC YARDS ARE PLACED). BREAK (1) CYLINDER AT 7 DAYS AND (2) CYLINDERS AT - + + M ,A., VW `•. Al 6 02 PER MACMILLAN. Fb - 2900 PSI, E - 2.000.000 PSI, FV - 290 PSI, 28 DAYS. (IF THE FIRST 26 DAY CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH, HOLD (2) F_ K. TIMBERSTRAND (LSL) STUDS: ALL LSL SHALL BE MANUFACTURED BY TRUS JOIST CYLINDERS FOR 56 DAY BREAK) HOLD 4TH CYUNDER FOR 56 DAV BREAK. BREAK 4TH CYLINDER �+ •-... 19 NO LI.6 T MACMILLAN. Fb - 2250 PSI, E - 1,500,000 PSI, FV - 400 PSI. ONLY IF REQUIRED STRENGTH IS NOT MET NTH (2) CYLINDERS AT 28 DAYS. L. MICROLLAM (LVL) BEAMS: ALL LVL /:SHALL BE MANUFACTURED BY TRUS JOIST 3) VERIFY THAT THE APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE. BATCH TICKETS u Q .• •, • F wv,•5Ep to WEATHER IN MACMILLAN. Fb - 2600 PSI. E - 1.800,000 PSI, Fv - 285 PSI, SHOULD BE CHECKED FOR ALL TRUCKS ENTERING THE SITE. ♦ 4a•'. FASAU) TO BE 2. PROVIDE FIRE BLOCKING AS REQUIRED AND BLOCKING FOR ALL SPECIFIED WALL MOUNTED B. DRILLED EXPANSION ANCHORS INSPECTION REQUIREMENTS ARE AS FOLLOWS: r 4NA 1111 VEFOR( USE OF ITEMS INCLUDING CABINETS, DOOR STOPS, ETC. 1) VERIFY EXPANSION ANCHORS TO BE INSTALLED ARE PER SHE DRAWINGS AND SPECIFlCATONS. 3. CONNECTORS: 2) JOIST SEATS - CONTINUOUS INSPECTION OF INSTALLATION IS REOUIRED UNLESS SPECIFICALLY Q " •• '•.e •+N : N4c.-AC^. A. TIE STRAPS, FRAMING ANCHORS. HANGERS, STIRRUPS, COLUMN CAPS, COLUMN BASES, NOTED OTHERWISE ON THE DRAWINGS. J ••'w+a + �v �. .1.4:4 •• !T z' (N ,INTER EACH ETC., TO BE SIMPSON AS DETAILED, OR AS APPROVED. PRIME COAT MISCELLANEOUS 3) LEDGERS - PERIODIC INSPECTION REQUIRED. VERIFY INSTALLATION PROCEDURES ARE FOLLOWED -'F'" `"NP ". « +•+: *•fr•uL•A + •++ to p1:0) TOOLED STEEL. FULLY NAIL ACCORDING TO MANUFACTURER'S SCHEDULE USING TIE LARGEST AT BEGINNING OF INSTALLATION. UPON COMPLETION OF ALL DRILLED ANCHOR BOLTS, THE SPECIAL Q -"•*•'- M.A. a - I%t 'll4awA. NOTED SIZE SHOWN. ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO INSPECTOR SHALL TORQUE TEST 25% OF THE BOLTS. W1 L� 1W I4AIWCd E' M STRUCTURAL CONNECT WITH 'U' TYPE HANGER UNLESS OTHERWISE NOTED ON DRAWINGS. UW B. NAILING: ALL NAILS SPECIFIED ON DRAWINGS TO BE COMMON NAILS UNLESS r_1 OTHERWISE NOTED. ALL NAILING SHALL COMPLY WITH IBC TABLE 2304.9.1, NAILING DEFERRED STRUCTURAL SUBMITTAL (BIDDER DESIGN) (.n r; ro - Aver r, •wI YAXVID31 ATf(D SCHEDULE. OBTAIN ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS, AM'.14T I,M UftlT LOW HYDROGEN C. NAILS AT ROOF AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR TJI JOISTS II Q CROWN IS FLUSH PATH THE SURFACE OF THE SHEATHING. CHECK AND RESINK IF L� Z "' '•+' r "`° 4 an MAMA. "I V MANUAL OF STANDARD NEEDED, IMMEDIATELY BEFORE ROOFING. O "A" •A "1."'r' • rvw;.,: ''-AIRt - a;+ STANDARD ]i 5. D. ALL SIMPSON HARDWARE ATTACHED TO PRESSURE TREATED WOOD 70 BE NOSE: � <WGfi6MA4 MEkI STAND N HOT DIPPED GALVANIZED OR 'Z-MAX'. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBIAITIEO TO THE ARCHITECT OR `0' - - 'w' - '^W�'It•:WGNS 4. DELIVERY AND STORAGE: ENGINEER OF RECORD, AFTER REVIEW AND SUBJECT TO BEING IN GENERAL CONFORMANCE WITH THE M•"'�u rS INR c"w-ERS (2-0• MINIMUM) A. ALL LUMBER AND SHEATHING DELIVERED TO THE SITE SHALT BE PILED OFF THE CONTRACT DOCUMENTS, THE ENGINEER WALL CONTRACTOR SHALL THEN FORWARD THE SUBBMMI TTHE SUBMITTAL TO THE CONTRACTOR. THE I I M ,;cZ.1t BS GROUND AND PROPERLY PROTECTED AGAINST WEATHER. ITTAA L TO THE BUILDING DEPARTMENT. THE DEFERRED Y 'A 4A'+W x+ R.'NW9 AWT DISPIRIT REINFORCING SHALL SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE T • -1,-,I r 5. NOTIFY ENGINEER FON OBSERVATION OF ROOF SHEATHING NAILMG. OBTAIN ENGINEER'S BEEN APPROVED BY THE BUILDING OFFICIAL. vC5O OWSIRJPTED PLACED BOTH APPROVAL PRIOR TO STARTING ROOF INSTALLATION. z 8. CUTTING AND NOTCHING OF JOISTS IS NOT ALLOWED. A 1 INCH DIAMETER HOLE MAY BE 'IIFE,"V"S LARGER THAN 30 INCH X DRILLED IN THE CENTER 1/3 OF THE MEMBER DEPIrI. ALL OTHER HOLES TO BE APPROVED SED -I BY ENGINEER. L Z >f E *+"•• +1Ar,wLM +v *,-.m T (A(H 510E 7 STUDS MAY BE NOTCHED IN THE LOWER 1/5 OF IHE HEIGHT OF THE STUD FOR ELECTRIC • ('• .+n,.Y f1ya1MY 11T*YFN\ 511, P Z ( Q q $ 'n 4 -0' (AC" SIDE AND PLUMBING PIPES, BUT NO PART OF THE NOTCH 15 TO BE DEEPER THAN 25 PERCENT Q W r 409 '""T + ' 4 'IR" +4(Mp14 OF THE MOTH OF THE STUD. HOLES OF DIAMETERS UP TO 1/3 OF WIDTH OF STUD MAY *" ft' 'M 'V.L`RF+i W WEWIRED EXTENSION PAST BE DRILLED IN THE STUD. O 3. 4W.r. B. WOW CHORD PLYWOOD JOISTS ( l =D qY AND At URCON7IN000S ENDS 1. ALL iJl'S SHALL BE MANUFACTURED AND DESIGNED By TROT E FO O A PRIOR `.J (n p y • � � 4 +� 4Ns Es APPROVED JOIST MANUFACTURER WITH ICBO APPROVAL TO THE FOLLOWING LOAD K �• NCAL 44L. PILASTER AND COLUMN REQUIREMENTS: v 01 L512 ROOF JOISTS: 'WH "M'I>AMIL F (M 148) BAR DIAMETERS, WHICHEVER IS A. 25 PSF LIVE LOAD (SNOW PLUS DRIFTING) ^ F C/-)) -4F A+„ ynyP;ys•AM wB. 10 PSF DEAD LOAD TOP CHORD (,Alf M - 4M 4t"A$ w 00011111 Of WALL UNLESS SHOWN C. 5 PSF DEAD LOAD BOTTOM CHORD +TIA.npMF„ M46 44.A8 EDGES D ALLOWABLETINCAREEASE IN WOOD MEMBER STRESS ES DUE TO DURATION OF LOADING 'N W 1011 SCALE PROJ, NO. NOTED 205154 DRANK CHECKED PEM GJB 1. Br H , o SLEET NO Cl LSI V O . O )i N MK PLOT DATES'. "I - 205154 205154500.dN B 5 10 7 54 m JA MMN/A ITT 2Too CT 3 n 6 8 7 8 9 IO i 12 13 ,a 16 17 IB 18 20 21 22 23 24 25 26 27 76 29 30 , 01t q � "ON I • el t25X 1�d11J�1d44 U 11.1 i'I'lii,tuL.tlUilts Il►WihL�utldttlLWUllIUWttd juu u1(4b1�1J �III�!'ll . t4lIlllJ;ttltWl�st il l�il�JuiLl t)t liltullltlill(�11t4LJ '77 r I J 115'-4" — — — _..._ 19-10" 19' z L'-3" 91-10 3/4" 9 -10 3/4'; 2'-3 9'•-10 3/4" -4 9'-10 3/q" -3" 5-2 5 s U' I 4A"4"WIL A O 2 A A � 51 0 � S SO ---- ---- ----- --------- - - ----------------- - -------- -------- - ------------ ---- ---- -1 (iL P y r: 1s+� - -- 510 --- --- -----------C J--- - s1.o , o SI.Gc,q '�1C. J. rO < 0 6ro � C. J. +rc� O 6+6 `�ci O-�- - , 1 S -- - --- - -- ------ Q 1 – – -- – S^ 4- �+ +� � – --–– – Q r e s`6` AOS�6 9 Z4" UQ THICK SLAB WITH -T- 46 #4 AT 24" O.C. EACH ' 'p45T WAY OVER 5" COMPACTED z I tL (2) M4 4'-0" CRUSHED ROCK ' ' r • . ._ -� AT RLE TRANT @"o �� Ph CORNER TYP. Ul f /;. f r. , I 7 I D-2 1 WALL r , ' u PER ARCH. ' DOWELS EPDXf 6" i ' • _ C1FiFt30t' �. 4r, ' IN TO EXISTING ' 6 I• /0+4'Wi� ' •� 5 p C. J. C. J. C. J. FOOTING. – – – –– – – – _ __ –_––– _---–––--–- -1 1' ---- — t — CB r . 1 —. - --- - - --- - - --- - I L t J,I, .. •.+ �' ' y( •••'1!I'l`. y .}:k,:' I I I I ; � O � I' N 06 E II fV fV � y ri r� E © a > 1, A FOUNDATION PLAN m 3/16' 1 -0 u, � t .�: I m R s r 0-0 ROO PLA',E IMMEDIATELY NIR W J C I ti K •,r "t• SAW CUT (SAME DAY) •ab A:jftT 1/5 SLAB DEPTH. = Z a' Yz R AS EARLY ..., • ',Am#, TO a1C.U L L' •j, PC.,+S`�E W'THOUT SPALL ING Z (� S o;fMCPf ft DO NOT WAIT UNTIL THE Ca #0"CMMG DAY 5 1 2" A GF BRICK VENEER ANCHORAGE TO FACE OF /� FACE - BE DUP-O-WALL D/A 2135 O z v �'• � r "�� FINISH STUD VERIFY WITH ARCH. ( EQUAL) -W U UJ C EXTERIOR—� UR APPROVED EULAL � ` SHEATHING _ _ SUPPORTING NO MORE THAN ° _ SQUARE FEET OF VENEER. b PER ARCH. 4-Fop•- WOOD STUD WALL FRAMING, ATTACH TO WOOD STUDS W11H • �� OR POST PER PIAN ` BRICK VENEER — (2) DUR-O-WALL D/A 808 � t . • PER PLAN FASTENERS. VERIFY W/ ARCH. c p #4xCONT. HORZONTAL AT c STOP REINFORCING 0'-3" CONCRETE---� 4 3/4" X16" O.C. (1 MIN.) 1 " CLEAR OF JOINT EDGE AT VERIFY SIDEWALK CONCRETE SLAB ON GRADE Ln PER PLAN T l GRADING/SIDEWALK C x t1rR A ^#* C:ON TROD. JOINT C.J. COORDINATE W/ ARCH. • • �...� ; - _ t V1 1/16- MAX SLOPE TOP AND �sOTTOM �; \ /�\ 1'-0„ rn R ' F : //��/72)-N4xCONT pa NOTE IF WOOD FORM IS USED FOR d HORIZONTAL AT '. ° • � �� a °D - m -` KEY, KEEP WOOD WET BEFORE > HO QF- d COMPACTED �. CONCRETE POUR TO PREVENT STEMWALL •.' BACKFILL SWELLING p4 AT 16" 0.C. ALTERNATE BEND 1/8" RADIUS TOOLED EDGE V { • • �! 1 LOCATE KEY AT MIU M • ''" SEE FOOTING SCHEDULE FOR r SLAB DEPTH a SIZE AND REINFORCING MASONRY VENEER, • . PER ARCH. I �_ ° • ° ° 3" CLR. 0 4 ft& 00ftS iCTION JOINTS To BE COLD CONTROL JOINTS TYPICAL BRICK VENEER 1 I 11 Wf 04 •NS AND SPECIFICATIONS FOR TYPE AND V' OF ,DINT 2 FOUNDATION DETAIL 3 ATTACHMENT COLD KEYED CONTROL JOINT C.J. _ - .� 51.0-2.dwg ," 1'-0" r� �� , _ L j GLAPERSARCH CK WALL Q r ,f CONTROL JOINT DETAIL_ - 51.0-1.t1wg 1 1/2" - 1'-0" VERTICIL MEMBER (.') a4xCONT-- �j� / PER SCHEDULE AND PLAN AT TOP -SEAQ PER PLAN i SIMPSON ,IPECIFIED FASTENERS PER SCHEDOIE • ° • �A �1< SLOPE SLAB OR BUCKOUT • Al MAN DOOR AS REQUIRED PER ARCH. �-PERS+)N HOEDOWN r l PER SCHEDULE � o �.� �../ r•, " K1 IIIA R �� CONCRETE SL,'.9 ON GRADE °• nd o0CL PER PLAN • 6 COMPACT BASE D • SIDE • PER PLAN Q Z PER ARCH. \ 4 HORIZONTAL BARS Q NQO ' A7 16" O.C. 11..1_ r1) Y ANCHOR BOLT PER • 1 0 MIN. o I � O V �- �, a \�� SCHEDULE !-- — _—N4 VERTICAL DOWELS AT � • t+c� p oa PCO \ `�1 16" O C. WITH 6" HOOKS U cn C1 P.T. SILL PLATE (2) N4xCONT. AT BENDS / S �) CC \-COMPACTED BACKFILL �� PER SHEARWALL • Q SCHEDULE - 1 I F- !r ° •', SEE FOOTING SCHEDULE FOR ' \ � � • o DACE. SIZE AND REINFORCING v • • 4-8-0r' , ' SCALE PROD N0, L 3" CLR. NOTED 205154 I ,^ „ 2 CONCRET- STEMWALL pr4AwN CHECKED SEE FOR ADDITIONAL INFORMATION OR FOOTING PER PLAN PEM GJB ri s t .52.0 AF F T NO � i FOUNDATION DETAIL AT CLASS BLOCK WALL FOUNDATION DETAIL AT DOOR r' r HOLDOWN 1 1 1• ,�I s—Tn �. S1-GBRICK.dwg - IS 1 r PND d g 1 i -0 ( i O r t r 1 S1 0-4 dwg 1 _'-I w 1 , P ATOF VLMK LOT DATES 205154 205154Si0.dw 4/8/2005 9.47.9 donnl h cr y Y 1 ypV,g��Ip�"Igo If�T^n"'"'� y `yli:, w.� ._..�.—_.r— --.... ......_.. _w.n_... •a., :'' ;,' .� '�?�� Y 8 •�•"r1i: '3,'8"yN ,1 .. - _. ...•_.._.--. .._ -.._ .-.._ .-.._...»..:..__-._..___...._....--._...._,..—..-..—..-.......r '`f �'F Wv.:4itil!Yn+�Y M11K, 1 n I�• r *tic ab ,n �. 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I I I�+rL}�,�,Iv(�•I4!•1.M6M 'b�i�44��u��'�'+*".n;. _. ..,,�`,,r ..�* •._.. - 1fi��N_ j Y or s ry, I 10040 ', I h L I .:, .. �..,y 1... ,.a , :.... , .. • _ ... ;'. u, -',. .: _.• .• a :.. ., .. . .; .. ,.. .:. .. nIR ; , .1 , .. , :,,• .. x....,,:. — .._ HM kl:.:. .W 3 kp;M9:'b 1p 'r:. •!�'"[;T. .,, n. s,., -.: ,. .. , ., i'.' i I I 3 owl N i SEE ARCH _ SEE ARCH. v T.O.PARAPET -" /-*4 K0 4004 a PARAPET r Ott ftAh jTU Iv' C 1►r A'MaSA�. D WALL PER PLAN STUD WALL PER PLAN x I YK BRICK VENEER h �.. PER ARCH. (4) 10d NAILS ' �t�l�frMrG (4) 10d NAILS INTO STUD INTO SIUD }F k T TOP OF WALL 1/2" THIGC CRICKET gn1/r Air f 1/2" THICK CRICKET BEYOND SHEATHING. VERIFY T DINATE JOIST SHEATHING. VERIFY ' - O WITH ARCHITECT WITH ARCHITECT / I C r X AND STUD WALL SPACING TO MATCH 2x4 KICKER AT X 4x6 D F. X12 KICKER / _ M N AT 16" O.C. � �$� AT 48" O.C. \ �4'-0" O.C. / oto PtA►Y — SIMPSON 'H4' TIE I L CRICKET REDTHIS SIDE AS REQUIRED FOR SIMPSON 'H4' TIE / 5 PROPER DRAINAGE 3x6xCONT. WITH -(2) 3/ P.T. PLATE WITH (3) #12 SCREWS / (2) 3/8"" LAC SCREW ,A A AT EACH JOIST L6x4x3/8" LL`/ W/ (2) / AT BLOCKING SIMPSON 'LTS12' 3/8" l)IA.X3" LAG SCREWS AT 48" O.C. INTO EACH STUD PREDRILL -- in 4ik J 3x6 BLOCKING ' / \ AT 16" O.C. w''R a v'4 M M•,ua CU I Z - TJI JOIST BRICK VENEER PER PLAN i,t;if P•4rlf•'� f . PER ARCH. Or 45) 1 / IN `x�� 4 '4► / SEE DETAIL S3.0 l , FOR ADDITIONAL 1� ) (_.7 ' INFORMATION 111 4 FRAMING DETAIL v J FRAMING DETAIL s3-o4.0 _ , o t a. r 53-01.dwg 1 1 0 ✓. /SX —CHANNEL PER PLAN o WITH 3/4" DIA.x3 1/1" X " EMBED SIMPSON 'WEDGE ALL' rn E ry co ? E A.B.'s AT 2'-0" O.C. r' � Cj '� �� aF., • d. Yti ` _ (L-6x3xl/4" AT SIM.) tri to " SEE ARCH. 1/?" �T,O.PARAPET 1 MIN. GAP -- 0" O.0 O b 2'-0" 0 Cl-. STUD WALL PER PLAN I� __.,. / 8 2 0 — TYP. T TYP. BRICK VENEER J �.,____:� 6" _O.C. ' E I; -�I �•,' 1 4 ='d PER ARCH, (4) 10d NAILS INTO STUD LU IN ch ,AA "t ovx 11'-0" --= _ - TOP OF WALL A.F.F. �, , 1 1/2' THICK CRICKF f -� LLJ X411 AiAhV r BEYOND SHEATHING. VER..Y � ,� 0 4 I \-CUT OUT -CUT OUT WITH ARCHITECT a;' TYp. 1/4 PER ARCH. PcR LARCH. -- -- - - -- - - - - --- -- - - - � � (7 - 4x6 D.F. p2 WICKER Z l7 , ew mmw* C'2x25x1'-0" — AT 16" O.C. ' f -------_ % _.. ._. N 0 Z n t; 1/4" STIFFENER WITH (4) 3/4" DIA. - /- CRICKET THIS SIDE � x4" EMBED SIMPSON r AS REQUIRED FOR � '� U W ,.x • PLATES AT ENDS I WEDGE ALL' ANCHORS SIMPSON 'H4' TIE `Q TYPICAL PROPER DRAINAGE # m ? 7 \ 3x6xCONT. P.T. PLATE WITH 1 1/2 9" 11 1/2" r (2) 0.,46" D!A. POWDER A y ACTUATED PINS '4 I -EXISTING PILASTE.2 ANGLE PER S5.0 a 4 c, E EXISTING ROOF FRAMING r k I? k,l' .-„ " : exp .I y, ► / 0 ,t. ..".^�� NOT SHOWN EXISTING ROOF 3 PER PLAN � +I' •�, EXISTING WALL - kON wk"ING S1'RAI$ rawFyl, a NF a r' �►T SEAR WALL WINDOWS 7 OPENING REINFORCING 8 FRAMING DETAIL 1 - 3. 53-U8 dwg , -0 .,� h; a,;n.t*.;..r" ....«.•. - "-_'�� 3. 53-06.dwg 1' s 1 -0 � +I { f G I iv} jj hJ LLJ L LJ l - 1 4 C12x 1 4 3 SIDES PER ARCH, - L Cl 2x---- �-- I ' PER ARCH. 3 SIDES > 1/4 I--� MCK VENEER '/ 1/4 PER ARCH. Iii C6x PER ARCH. �- U -C6x PER ARCH. _-/ < 3 SIDES � C12w PER ARCH. / =�--- - - - - - - - - 1/4 /-C12x PER ARCH. 3 SIDES Ft' \ -- - - - - r • ` '«_r._ - - 1 /2"xVxl'-3" PLATE \ / EPDXY)ANCHORS.x5"E�•+eEv�+F.,r + � 1/2'.x9"x1'-3" � ;o i v � 3 SIDES �// 7/4 PLATE. I N __ __ IY ^� � •« 1/4 � 3 SIDES 1/4 ;\ z -C6x PER ARCH. Ld I EXISTING--- � Ld �lQ.�._ COLUMN CHANNEL FACES OPPOSITE �, _ - O O L DIRECTION AT SIM. 1/4 3 SIDES EXISTING PILASTER ? 0 n UoQ 0 . I � rl3CANQPY FRAMING DETAIL rel' � � PY FRAMING f�E fAIL CANQPY FRAMING DETAIL ------- �� 4-8- 05 �,/�' Y FF�AMING DETAIL 1 CANO �- 53-CAN05.dwg = f PROJ N0. S3-C,�NO3.dw 1" 1'-0" 7 ,3 t AH04.dwq 1,AN01 dwq 1 - 1'-77 �- g - �IOTFD 205154 .7 DRAWN CHECKED PEM GJA -,Ii!FT rl : S . 0 VLMK PLOT DATES:Wl_ ' " 205154 205154 30.dw 4 8 2005 10:26.18 atrium ? a a ani<+,"u�`�°. ut� �� <,bSR.:Ir {4} ►I Mao p 1 sup ''m I � � � c j 14 iF. 17 iB 19 'eC� ti 22 23 24 ?5 28 27 28 29 30 O � 2 � �, 8 9 IOmm.:cm Tr r .4.;r;V•� '.fit p,., :,4 - N.7N1 ill f � . 11 o l 1 I 1 W44WA ,1' waw I I►i l�' 1�i.��.1.�l,l�l.�l �lk�.w4ww .i�i, J l:�i.�l�.l�il� Y , fi w•. • .n:.,:..r .:.. ,.. :: .. F kAW : M.