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15255 SW 72ND AVENUE-1 N. f 1 Jamp E. DOOR SCHROULS r s n ,f � NO. M�1 AI RAMAN" ruNo, o 3'0"X10„XW<•, G -_ __ —_. I 03 3'0"X110"X111a' A W043'@"X1'®"Xl�i" F _-- PHASE I PHAGE Z NEW EX16TIWA EXISTING NEW , _ 3'E"xl SD XN l6•_e., 1._8= 9._y,. OFFICE 13 o, flia 3'0"X1'0"XWi" D 60-MIN. LADEL AsBEMBLY _ . III 3.O"ab'8„XWa„ D - 60-MIN. LABEL ASSEMBLY - Iz4 STAIR tl7 .r Ia ,So 'X,'0"xt�"" D Y S S �LL I rn BIPASS DOOR ABSKMIdLY 14 ';-' � S'@„X1.0"XP�" D 510-Aft DOOR..A.._S_SE.MB_.L_YR4 3'0"X6'8"XI4a• D '0 I F �E5 r+� ONFERENGE hC La> -`-• - 46o0 2 b ® E INFANS AHI 143 Oe OFFICE 17 0. 3 KN pc A6�3 =_LEv A603 Com' g a e l7e n _ 60-MIN. LABEL ASSEMBLY m 3'0'71,'0"xW.° UP 9 � a '? r RR n �%t D -- — -- TODDLERS _ '^ ?' as 60-MIN. LABEL ASSEMBLY 23 174 w O V N N I47 3'0"X,'0"XPis" D 1 LNOY T OBEY y RESTRM 2 ia-1 O f4s 3'0"x,'0"XP.a" E -- - — Ab 01 2'-4" 6" Mer COGEL FOR LE OFFICE II as Q _ ACESSIB1 MACHINE A601 Q ' r _ 9 - VESTI LE nl RESTRMIM 11 r- �1 - r Qi N Fw- 441 3' alROOM iX@"x1'@°xl*d," a — '° � 222 4444a4 33'0"X'.11''00"XWPqi" O L - O Iw 3.I_la�, p• ► m OI3'0"XT'O"XWa" ABEL ASSEMBLY TI--+ --- — —ELEVATOR.PRE � L -•�,� D 2 K'.TCHEN ^ dFF,CE OFFICE ED AUTOMATIC HYDR4ULIC .J o I - _ 1026FF,CE b s • 5 LELESS 0 00- RATED 0 HANDICAP ACCESSIBLE OTIS MODEL '1500 ` . . `4Q01 "pQDI 1.4' 17. 4,. 6'-6 I 8'-10" D ' 01 Q 4-I FIRST FLOOR PLAN O A� O 0 ROOM FINISH BCHMOULE E" Room Ir Iy.Oq! 01Es NICWTH ? WA EdJTNN T IL I�AW-6 It'll, rz:l PAINTHt p _ _ GZ I Za HM/TIiULs V.C.T. _ 4" RUB. PAINT PAINT _ -PAINT -_ 9' GYP. Q I_ CPT 4" RUB. PAINT PAINT PAINT PANT 9' 5A. Qr GPT - 4` RUB. PAINT PAINT PAINT PAINT_ _ 3 GPT 4" RUB. PAINT PAINT PAINTPAINT T. 4” RUB. PAINT PAINT PAINT PAINT -�-I 9' gA. _ f 4 I©i1 ray /�, ..0 B.V.- 4” RUB. PAINT PAINT PAINT PAINT 9' _G A _ -- -�—_ ❑ v Q V I O.V. 4" RUB. PAINT PAINT PAINT PAINT GYP. - - (D y ) BRICK STRFRJT BRICK STRFRNI V4 GYP. VC MIAL6 CPT - 4_RJB_ PAINT PAINT PAINT PAINT 8' BA. I (� MA�FIIN AMI .CS 4PAINT" 101+J, _- PAINT _ PAINT PAINT 8' -4GYP. I GPT 4_RUB. PAINT _ PAINT PAINT PAIN? 8' g.A. _ — - - rpm.^ <-i CPT 4" RJB. PAINT _ PAINTpAiNT PAINT 8' SA. Ir—�nI V 1 C�RICs la— CPT 4" RUD. PAINT PAINT - PAINT PAINT �4�YJ' RF�� CPT 4" RUD. P4iNT P41NT PAINT PAINT VA GYP, r YT J ��VCI s _ CPT __._ BRICK - BRICK -_- --. O O LLQ t464 CPT 4 IeJe. PAINT PAINT PAINT _PAID:"i g' SA -- O O O G: I H v G�aICa•#� 21 GPT _ 4" RUD. PANT PAINT PAINT PANT 8' SA_ O O F11 O ^ IT �\/mSpa 44 __ GPT 4” RIB. PANT PAINt P41NT41N7 8_ SA_ ❑ W C^ GPT i" RUB. PAINT PAINT PANT PANT g' gAJOb NO. 9$IIp� CPT 4_RUB. PANT PAINT PANT PAINT VA GYP. - I r Date 1/9/99 _ 0 O Drown by JEA '. SM., 4" BLEB, PANT PANT PANT PANT g' SA I—'T—1 L CITY Ov"'TMU1Po Checked Aopmved. .. ............................ ..... I r: Scale ' �- ' " ' -- _J r•'^erlon^nY 4aoro tl . _ - I I: '� F 000 3214 __i I Revfek7ne StlBI L,:OI FO .,. c Attach....... J I Q\" Job Ad&.c - Z JV.� O` FIRST PLOOR RRFLRCTRD CRILING PLAN gp Y�Jyl� r /s ■I -011 7 1 9UPI999-00323 15255 SW 72N"AVE IOF12 J ?h h I � ili ILE(M.�STRV CM Inu 1 hl ullli lllpni oriuul3nululuisluip w � �po I I la 1lrylul lelu1pluIllul.� *leI�uIJIIilIGiu QI OI I IInup aitInp 24 nn nlll�u 1n2u Iaun nulun IrSl ITlll� zi F .. ., _,._. ...,. -w,..,,,..,",�.*• „��.yy ,.: , r i� a :6 a z+• Y f --' _. _ _. K4 , : A� sr a., u f � w •.r 5f{ �� :f, 4,AYN�-Y3Y.�'f V.` 1).+� "ri�1•���N�. -y� y r + �ri0' \gLfl✓ti,�, �r!Z 't p(�• S • k �� `L� r a1t�R�1 a,If , rR,4, TEMPERED 23'-mii _ James E. dreINSUL. -all n GLAZING TEMPERED -- 66PO TQ LAND, OREG N, iNSUL. GLAZING ANODIZED GLAI , / FINISH / / ` �-- ENAM. PAINT t- ENAM. PAINT - STAIN 4 O / FINISv4 FINISH CLEAR A_ FINISH .J ORE C p NEW EXISTING EXI5TIW_s -- N OFFICE 23 �F- AaeA F I _ AkvtisT6NGF- FRONT Q �,y ,� - HOLLOW METAL. HOLLOW METAL SOLID CORE WOOD D""�' la 0 GLAZED � � m DN N -- �_ 223 STAIR HALL 2 CnO �— o - - - OFFICE OFFICE OFFICE A6�2 = OFFICE 22 A6-02 0 �� _ TEMPER � ED TEMPERED _ o !_AZIN`s / GLAZING A6-03 ELEv. A A6�03 � c / X/z STA IN t / t- - (222 CLEAR STAIN a STAIN t U a of CLEAR / CLEAR DN LOBBY _ + FINISH FINISH FINISH BELOW 8 tt SUPPORT DN I 221 vi +, C M t a C14 C14 (� ® OFFICE 21 0 = ^^ STOR BRIDGE A6-01 A O +bio 0 GLAZED WOOD HOLLOW CORE N `: STILE d RAIL SOLID GORE v CIi HALF-LIGHT _ =° �n LO ✓ 4 1 � � � (l��Ir 2r 1 f Y� i 7i( K" C/) N OR � � OFFICE OFFICE OFFICE 23'-1" 4-i COND FLOOR PLAN 0 U EXISTING GUTTER E AT EXISTING ROOF SCUPPER :4ND- H r1 COLLECTION BOX SLOP 14VAG .....:.. . .... ^oLl'� UNIT —� Q SCUPPER AND O O O 1 Illy COLLECTION BOX EXISTINGW --- ROOF EROOF ING - SLOPE- O O . o EX. _ n > METAL O O V 1 HVAC ROOF — SLOPE SLOPE ULO ell L SUN! E--I C\2 � s�oPE� LO H-�I O O O Job No. WHO Date -1/1/99 SKYLIt'sHT Drawn by JEA Checked - Scale Revisions PLANT II •�� „_�,_ ,f SECOND RLOOR RWLACT00 CNILING PLAN x. 11=t 'm s V i' c BUP1999-00323 Y 15255 SW 72"D AVE 2O 12 Of r all IL Ik : .-.,.. ::. .... - fir.- .�.�•...,-.n..- - _-_+ww..—.M:reallA�wf.wn^•�+w-�w—,_--...•�.�...--.,_..+ww.."_•1w•w..rw�.�..rww. r.+•MIrYM•........-. .....rs-.. +i' _-.. -.w_..,._.-.,++^t,n.t';.L^'^'"'R-'t!T"!C1W''►'^. T!! t1"111 "•.__.r�...i....-.:...- �,_ _ .-...-.._. ... '� r�l� (ilil?I�llI�II;!t.IOeLJ1'1rs1T1l� I fllll��l ' l (lllltlit till I IlII IiN I IIII NIII 'II it1 FI I I I I 11 Iii I Iii I I 111111111 1 IlIli111lil�IHllllillll 14C SIGN 10 11 1 d 10� !I'fl�ll�H1 I2ti��ItIIIIN2'3{!11 IIl2I 0 pp ► F7 8 I 1 ^ 7 26 { ,,: -„ ; . •: - `".�.'" .�;, �,,,;„.;,�,�,, Y...nRwa.•Ln...�u�i1X.�..+lgiwr�.w'�.'.�*d�•�°• i :iD 3a x i f' ,r'. fY••� t c , r '\PI'j� ,`^ ��{ • r - 'ISvI�NF.TAP]Tj{An'�� �� ���,rr"" NOTE: 'James f. nw PROVIDE TEMPERED SAFETY GLAZING . d . r I A • �' � �,�� �d'� AT LOCATIONS REQUIRED BY GODS. PORTLAND, /�p�•//y�;t �, :ati kR .'4 7r , i., '". °!.eK• {p+v' r, m:>y,Ef P' Ii: `'rn�; W,'' ;: .i4,r:,✓JI. ,y,: ,' fOR LAN , OREGN 5+ �•': ' ;r ,, ,, � �; k p , � ' ,rte METAL FRAMED --- -- STEEL CANOPY ON _` �1 ,i'.'y&'FVr„4t 'f.�sf1 ' f`M`'K' '!(: ';a a,, K W` I r4t, 4:'xa" „► rlts.:. .,.v'�t"'/'R: r. :: ii: .N'+''S,'T• '..v'Y.a v- SKY "� �+ L IGHT BRICK PIErQ3 Np 1M Ail•' t. !d rN t'� F'.ig:.:.M• A ALUM. SASH -- h r " DIY' "� ,. ;;' �, •'��,I��•'� {NI ,. S��h'�;, ,.9. ...' STOREFRONT _ DIMENSIONAL ' ... .. ON DUILDING FAGADIE GLAZING 4, Ex. h11OGD r------ _ _ -- ------ --_ tk EX. BRICK EX. METAL VENEER SIDING ROOFING VENEER - { VENEER STEEL CANOPY EX. BRICK VENEER Ph>bm�& RANGE VENT � Blroolsa,P.G t BRICK VENEER 15255 - - BRICK YEN EER �-- 4TEEL c-ANOPY PRICK VENEER BRICK x....... ,Y ALUM. SASVENEER S f H .- /;; ' DOUBLE GLAZEDml I � WINDOW. TYP. , , Li Ll a PHASE ! NEW — EXISTING EXISTING — - PHASE II NELil MACHINE " h � CA I_b 0-0 2D SOUTH 11L I[Vf>r TION ROOM VENT I�IIw0 � � V � •I- ��((//'' y N N Fri METAL FRAMED -•----} � pp SKYLIGHT ` ME 7AL FRAM A LLi u ,r Irk. - 'F; tr'es+- .,,7..d'M1it•"'1:.•'. rw•.i' .: r>: ..,, ,., ..''f§,,,_ ALUM- SA5W --- SCUPPER 4 -- SKYL IGHTx ol ,�,, DOt1NSPf'h,l' N e'3 v STOREFRONT I ALUM. SASI.3 GLAZING STEEL CANOPY ST ,1 � ��• ;� t OREFRONT GLAZING EX. BRICK — BRICK -- _- VENEER BRICK VENEER / VENEER _ p SCUPPER 4 ' dl.� -:�d�r ly'`l P,�✓,' , , ", / , DOWN5POLIT Y ,j,9,�<' EX. BRI VENEER SPG — BRICK VENEER BRICK VENEER - �- 6pG / ---- --- i EX. BRICK VENEER 4-4 ILI 0 - - -- -- - - -- ' PWASE 11 14E - EXISTING = _- _ _ -�- - = _ _ _ _ _ _ _ _ _ _ _ _ � F-4 W EXISTING PHASE I NEW N-•� r"'� I\l0#�T4� �LrIVATIOi l � � � :-04 11 I 11 wilba`_A"EVAT ION • w UO g� o - • I Mh ,x STEEL ` `• ,f� I , 1�° � ,,,� ; CANOPY a y i 'tx:+; .•,,py +;�'�^-•rl'S :T('i'�,'I'.n.. ... w:{F'. $V.°.. ril�'1�!t .. .. ,_ .. 'I.*Irc�y,�ati: .- ...•�:. ,r ` "+ I . .. .. :I I ci< _E3RICK . VENEER R �-- ELEC. SERVICE � ^^ M1* Y Y � Y r .gin . .. - • ,. , �, Vii.. .. {.. , c ' I ' : - - L) 04::� � � • r ' xr xaa;>caxTM _ 1 '1 Ll.l �b•?�5 soUTH COURT XLEVAT ION � E-4 •I 1 I ' II 1 1 � 21 11"111O 0 {: Y , Job No. . � Date rrwn by AA Checked Scale , Revisions - ' „r. r, BUP19"4110323 15255 SW 72"D AVE 30F12 II I\ ,.W ,... .. ,. .: r •4 'p:c , .,:.:� �•TIlIP . �fD �►11r11t 1111 ( l �, I.n.lln'„,i rl 111fd�.1,!,',1 .nn�ln! III � III II!I-..+,t,{..I:lIII�InI I y In1f01un11 1n1 1 u ID .. Il *• I NN I I.N II 4. 1lul�Till, Mill;!” i+lll�llill2 13 14 � - Id 17 18 19 20 �' 22 2�3 2�4 2�5 26 27 2e 29 "O - s:, 4 I• ;t :s yi H � ' 2.1"0 VENT �jD - - PHASE 2 =gigartw>A E. EXISTING NEW ' " 4 p TUNA' "VAC: + �'' 3M -- I -- -"J ELEVATOR 01r-ICE 22 l HALL 2 OFFICE 22 Cn i I TOP SUBFLOOR SHAFT --^ J --�- _ Pt>l'bm& Broolm P.C. I U s't o go LOBBY 2 I OFFIC 1 1 LORRY 2 L.�------ --JI � - E 12 ! I �I I HALE I OFFICE 12L,__j U L_ Cj C4 04 8 59 4 _-1---- - - - -J -------- -----—-----i_._J: d -4 CA�6-0� 1. � � SGT O� � -__` I L - -'� GT i 0NI �� LES O SECTION ■ Q 4 •�� 11 -g1 -/SII � f(/L I � I SUL A 1N Ni ._ E 5. , r !� _0, 2x& EXT. STUD WALL5: R-21 BATTS 0 z r t — A ROOF JOISTS: R-30 BATT5 ;. SLAP PERIMETER: 2" X 24" STYROFOAM (R-im) ALUMINUM SAS+ : THERMALLY 5RC7!CEN WINDOW GLAZING, I I I TS DAYCA I" INSULATED UNI �5 Ki HEN U ■ @54 SHADE COEFFICENT 0.48 SKYL!GHT ASSEMBLY: I" INSULATED UNITS L__j I i P� ---� _-- - - _ - -- - -- -- -'�— - — SHADING COEFFICIENT ■ 0.48 �-.--- __ BUILDING V 11 :14 z � 11 T IGS 0 � �' � C� I PHAGE 2 EXISTING - -- -- Y ` NEW I _^ � F�-1 " PHASE I I __ _ LOBBY 2 , �—J NEW - — EXISTING C C HVAn I I Z cLO 1 .. ----- --- LO i A*,Ids !�I t�I lobi LiisGT I Ott! 4� �„� � ,! II - �s., ,.....� LOC.; VA .. ------------ --- ______._-___ Job No. r -�-- -- -------- --- --- - - - C E 2 A — ARE _ _ I "� -' 1/1/' 9 Bir N aA Date AND ICE , - - --_— I Checked v-. ..raa..w.■,. - -- .......w,.. w. _- — It cube ReAclons � r I-HINNRATED �- EI IMC' DAY VF_9T I(dU 1_L LOBBY 2 II t ilr OFFICE 1 I i BIMM-00323 : _ n , SE'S 7 N°AVE0F12 i J� y - , SW 2 VE �• x it k �a , ini. It IIit l � lll �II�11; Ia� +e -r rif illie111111 t I4i 12 is lll 0�11�1111 1Illii,11>1�1 2It!�,I„.2II I 3.Ili II2I) lIIllil2li I I i,2llI'e,I!;'!I;Illlillii!!IIIIII!il i Illlll�llill Ll 2 2e 29 30 - t 1• II Err s > rt ' ,.> y't� i'-'rlLj' .(i.. -,«,.•s>*;'liy*--;^fil ,C;. � y k Y ^ s ''� M' +il41R ^ �r ;iso ;v .� as}Ik rscr baa :f. wxaagY�+i? howa`sE ;' PHASE I A K . 0"m E. ��'ryYyylll�w ih tpPW U W, OREGON 111111 P.LAM COUNTER 4 - FLUORESCENT _IGNTi RANGE HOOD OPERABLE WDW _ BEHIND WOOD VA,-CNC `�' { +�. 3 ADJ" B� L�9 W/ SCREEN 4 BAGK;.3PL.�°iN. Tl'P. P.LAM COUNTER -- E 1 d //I ((� AND FAGS .a x39" LIAPER -- li' V�►" ,, GRAB BAR MIRROR STATION 33 ` 30 IB 24 3y r- - ----- -- 39 — _.04 _ - - - --� _ -- Tp 11714 36 30 39 24 15 - -- �9 __ 39 __ �_ �--_� — �— - -�- — - -�-- —` 1 � is - INSL .ATE WASTE w -- F=LOOR SINK ELECT. RANGE --' GOMMERf;.IAL `-• ADJ. SHELF _ SELF-COVE 5«4EET VINYL SANITIZING TYP. — AND I-40T WATER A7 KITCHEN DISHWASHER 6" RUBBER. BASE `— 6" RUBBER BASE c' �0 0HN �I� AT RESTROOM AT RESTROOM a ��1•�4 ----f"7 Co4L7-_0D3 -rj—"", ' #=iZ01�1�' GOU1�t fi•?1.�� _O i,4c3 �1 � • i3 AIS a1 ,� _', _�33 — 9R :g 4 cn 1r I •- Own N N �j C)L j :f 59 59 Z ►, x to C4 1� 1 NOTE: r-- NET Ilr/i" CLEAR INSIDE ALL. RECEPTION CASEWORK SURFACES DEPTH AT UPPER CABINETS PLASTIC LAMINA rE CO'/ERED I ;Wittman & j 36 22 36 Brooks, P.C. -� � 34" 24" 48" 24" — 96" - — — - -_- —� 1. a4" 4B" 36" 6011 52 36 - - - _ - _ _ I o _ 4 1 r— - --- --- — � KNEE SPACE SP�►CE KNEE u 0 iti it SPACE III ri N `� 'C r 36 i 36 I a o� LATERAL FILE --�' �--- 3" KEYBOARD DRAWER LATERAL FILE T ' INTERIOR NORTH INTERIOR EAST INTERIOR '' TH WEST FADE SOUTH FACE EAST FACE V1 1LAMC.OI�H�E.--1 .-- MIRROR GRt� MAR ---• , � � �i 4 � • • c All I V n iti M - `� LO _ fNr3ULATE WASTE AND HOT WATER 6" RUBBER BASE � E..,� LO "`hy AT FtEl�TROO!'1 i 7_4 � A•� V ISI Of., 0 4 gab No. 9�11?> ' tate 1/'1/'9 AW rawry by JEA Scale r ,t. Revielo ns d i BU P 1999-00323 15255 SW 72ND AVE 5O 12 7 A PIT, �r POW A ' n : c: ., ,_ :..w,.....:. .,. ,. •:,.wwoj,igll,,,xy.t� .IL- •„ ,. . ��^ -, _. _ r•e:mlc'- --^^•*++•-.,... - _ ►...----.-.,.y.-.-...i.....�_._.. ...�.. - ��i� J:. ::, IIN!I!{I III. I!II UII II r I ! ifill -,.. I. '�IIG+:- ''-s,'..'...:.:w.5t�•.Yi...1iF.w..,,u"KW°MMVF;•k3...:1.++'7iF•!'.IF' li,-.yrlJ!%"M - ,�_ I ! i l III I i I II III � LEOIdII,ITY s3TIt1P . � � � � � I i ;III IIII II I�IIu ;ul�ln,luu;ull,ln�i II`IN13 14 l�ltlilliu�l Illnu I I� f ills I Illnl I �n I I tfillI1111111fr�lrri,rn r►rl�r I r I ttl liiii!,�� ii�ij!ii�;�,!���t�iliu'���� !�i! ui c ` ale I'o► 20 a�3 �st �- ! � illi 2 4 ?I!! 26 2 , 28 2'9 3 O : _I r it -. . • .... - -..' - , ,. hn .. ... 1. n: • .._�. ... .i ,- ,. : i. .... :'r. iJ.+.v...-, ro i I" CLEAR TO --- EXIeTm1G I, LSKYLIGHT GABLE END EXISTING - FM:SHED METAL SKYLIGHT EdvE -.— / , 6F•R6 DENC ASSEMBLY TO cL NGu1 TO CLOeN1R[ 'wW N7 io/A7x17 TUP PLATE MEMBRANE R�nIG - - JmE.,A rovs�'ON AA" PLYWDRWK METALMEMDR.MIE IaPLAOWWAv� �IE�N . ;'i" PLTLLpUL SKYLIGHT LADLE 91LL - �h• PLYao RIDCF DETAIL MEMBRANE ROOFING ONS "ATNRI(iGYP. W 4N' PLYWDI-- BRICKWORK IW GATT WIkL MATO. EXISTW§ PATTERN AND DETAILS k" GYP DD.LL JJ R75 BATT INSi1L —! B`,'UILDING PAPER ON SHEATHING 1TYPICAL RAFTER DETAIL --_ - I J GYP BID ON --.-_- STEEL. BEA" SKYLIGHT SYSTEM BY DEAMORE --_— 7.3 FURRING -- R71 BATT3 <--- OTEEL BEAM SKYLIGHT _ ! E" n A8•?i6 S E�ISMIC JOINT A _SKYLIGHT RAVE R!DC►E a RAFTER SKYLIGHT END PARAPEt ww 1 �� "=1'-m" �fI ,� II=!'_mII A8 m3 If,� 11 �' -?l" `AS•m2 II,� IIzz1 '-m1I A8•®1 1172 sII �11 _®I' 1.r1 s U o �- 1•4 RML GAP 11 IL, � BOLT RAILING ---� /'`RJLL BRCK RETLM TO BRICK V / 4T GORIER SEE AS-01 FOR F h 'AAI 1 0!A'L'Y'(T I PACKER RDD PARAPET NOTES w o N N BEAM ABOVE iii Ri• 61T. BD. Q.l' ^oA� nn ----- -- A N N • x NNI—u ti ----- A� G.ALv. STEEL SOLDER X, AL 80 3" TUBE STECi^ COL, FOR � X, ME"BRANE FORA.SSWA E E RO� �'' LY SUALAVER LJ/ FINISHED h" PLr11.L ! y *PROXALL ?REFINISHED PLAN VIEW r NC'T USED 8" r7 ;_4 ®RICK RETURN NOT USED WII�JDOW HEAD 0 SAS Im I �= 11=I1-?J" '�'8• � ,i "=1'-mIU A8•m8 I �� , _II_®II AB.OI 11iz "::I'-m" �'� 1 SCUPPER 4-, �— 3"0 PAIL GAP h-1 ALUMINUM . GLASS ~--NOTE; 7'x7^ ALUM. POST MATCH EXISTING E-­4 GUARDRAIL SYSTEMPATTERN AND DETAILING ENGINEERING SHALL — SAFETY GLAee PER AT BRICKu.C;RC MAhYF. BE HOME. PROVIVI DE SUBMITTAL GTP. DD. --! EXISTR.IG -4- NEW "NTH DETAILS,ILO, I TYP, GNEERING AND ENGINEERING W ' ENGEERNIG CALCJLs�TIONB - ALUM. BOTTOM (RAIL {— RETURN BRICK 1 -- STEEL BEAM — FLASH OVER -INTEL TO WALL ry ' F4 ANGLE, 1 ;RPET UNDER CARPET EDGE UNDER PROVIDE EEP HOLES I L SEALANT 7 1! BEAT FLANGE Ix3 TRIM 1 I HOLLOW METAL r 1 O I (�,-I `� 1 �'-- DOOR AND FRAME W/ �J 0 H Ix WD. TRm 44 EUM.MSAL 4 WINDOW uvA&',ZL--- --- — u.EATHERSEAL �y /� O STEEL BEAM --► 7x6 INSULATED GLAZING I! ' r11 Iy I I/7" AY'• GYP. BD. . h° GYP. ISD. -/ E3f�IDC�E �' ti�lD BRIDGE EDGE WINDOW HEAD �1 NOT USED W J� AS•14 AA DOOR JAMIS AT ISRIGK ( , Axe ll3 1 � 1s1' -m° I ,= II Z.!I_mII A8_13� I ,� II=I' -m" �ARD• 12 I�,� II=I' -miI /AO' I I I � If II_mIi �+ LO s � E" C\2 Lo 6" OCU, C+ Job No. 98110 ;. -- HOLLOW '-fETAL Dote 4 FRAME AND DOOR BRICK TIES PER STRUCTURAL r-. 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THE GOVERNI!VG CODE IS THE 1997 UNIf'URM BUILDING CODE (U.B.C ) WITH THE 1998 OREGON REVISIONS. rf � ALL NEW CONSTRUCTION HAS BEE N DESIGNED FOR THE FOLLOWING 'LIVE AND SNOW LOADS, ��1 11 IZ NEER NAILING AND CONNECTION SCHEDULE UNLESS NOTED OTHERWISE! L ALL LEDGER ANGLES WHICH SUPPORT BRICK SHALL HE HOT-DIPPED GAL.VANI7ED, IN MINIMUM NUMBER OF NA F r Ar LIVE LOADS ACCORDANCE WITH ASTM A 123, ILS OR WOOD MEMBERS (pPORTUWp, OREGON• 2. PROVIDE- APPROVED VENEER ANCHORS IN COMPLIANCE WITH U B.C. CHAPTER 14, AT NOT (EXCEPT AS NOTED ON DRAWINGS) OF....... ................. 20 PSF MINIMUM ROOF LIVE LOAD (REDUCIBLE IN ACCORDANCE WITH U:BC. REQUIREMENTS) LESS THAN ONE C1) PER EACH TWO (2> SQUARE FEET OF WAIL AREA AND AT NOT OVER STUDS TO PLATESNAIL FLOORS... ...: . . ..... . . 50 PSF TWO C2) 15D J � TWENTY-'F[)UR INCHES (24') ON CENTER HORIZONTAL SPACING; PROVIDE ADDITIONAL OR - TUE NAI!_ FLOOR PARTITION AL..LOWANCE..,: 20 PSF TIES AS REQUIRED, SPACED NOT OVER THREE FLET (3'--G') APART, WITHIN TWELVE TOP PLATE` & BOTTOM PLATES FOUR (4) 10D WIND,,,,,,,,,,,,,,,,,,, ,,, , U.B.C. 80 MPH EXPOSURE B INCHES (12') OF THE EDGE AROUND ALL OPENINGS AND AT EACH THIRD COURSE AT - SPIKE TOLE rHER SEISMIC,... . ...... UBC ZONE NO. 3 JAMBS INSTALL ANCHORS IN SECOND COURSE ABOVE AND BELOW LEDGER ANGLES IOD AT 8' ON CENTER - LAP AND INTERSE.CT]ONS FOUR (4) 10D EACH SIDE JOINT B SNOW LOADS 3 VENEER ANCHORS ARE 1O BE HOT-DIPPED GALVANIZED, TWO-PIECE ADJUS'ABLE 'TIE AND FLOOR ANCHOR SYSTEMS, 3/16' DIAME TER STECL WIRE AND 14 GAUGE BENT S IEEE SHEET SIZE - TO JOISTS RODE MS "_ S CEILING JOISTS ROOF. ........... ...... 25 PSF MINIMUM ROOF' SNOW LOAD (SNOW BUILD-UP AS REQUIRED TO EXTEND WITHIN 3/4' OF THE 7UISIDE MASONRY FACE VEL - T❑ PLATES OR BEAMS - TOE NAIL TWO (2) 10D LOADING IN ACCORDANCE WITH SrE,A p SNOW 'VEER ANCHORS BLOCKING TO PLATE - TOE NAIL TWO (2) IOD SHALL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINF'ORCE-MENT 'WIRE IN THE VENEER BLOCKINF, TO JOISTS - EACH END LOAD ANALYSIS, U.BC. APPENDIX CHAPTER 16, OF NO 9 GAUGE, UR EQUIVALENT. THE JOINT REINFORCEMENT SHALL BE CONTINUOUS, TWO (2) 10D DIVISION 1) WITH BUTT SPLICES BETWEEN THE TIES PVRMITTED. CORNER STUDS IOD AT I?' [IN CENTER LENERAL WOOD STUD BACKING DW-10 HS BY HOHMANN AND BARNARD, INC., WI 'H HOHMANN AND 2X LAMINATED BEAMS IOD AT 12' TLB STAGGERED I. BARNARD, INC.'S BYNA- T I" r PLYWOOD SHEATHING UNLESS OTHERWISE NOTED, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL G AND SEISMI..L1P CDR PER CHART 1?ELOW) ATTACH TO WOOD SHEATHING ' 'NDEX 40, 2 STUDS WITH A MINIMUM TWO (2) NO 8 X 1` 1 !2' WOED SCREWS 1, ROOF DGSCF3/4 � d TONGUE AND GROOVE BE THOSE CONFORMING WITH THE VERSION OF THE APPLICABLE SPECIFICATION OR CODE 4. ALL HOT-DIPPED GALVANIZING OF VENEER ANCHORS, AND ALL OTHER HARDWCIQc_ WHICr, AT EDGES [ F EACH SHEET, BLOCKING & WALLS 8D AT 4' ON CENTER MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITY, SUPPORTS VENEER, SHALL HAVE A MINIMUM CCIATING OF i 5 F [_ n A F INTERIOR OF SHEETS E3D AT 8' ON CENTER 2' THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND VERIFY �.%jNCES O"- ZINC, ER T,.UARE AT BOUNDARIES OF ROOF ALL DIMENSIONS AND ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE CE>. FOOT OF SURFACE AREA, IN ACCI11RDANCE WIDE AS1M A 153, LLASS B2. 8D AT 4' ON CENTER N A A '. _ 2 FLOOR SHEATHING i-1/8' 2-4-1 iONGLIE AND GROOVE 3. SHOP DRAWINGS SHALL_ BE REQUIRED ON REINFORCING STEEL. AND � TRUCTURAL STEEL, - _ AT EDGES "IF EACH SHEET, BLOCKING & WALLS IOD AT 6' CN CENTER AND SHALL BE REVIEWED PRIOR Tu FABRICATION. HOHMANN AND BARNARD DUR-O--WAL HFCKMAN AT INTERIOR OF SHEETS IOD AT 10' ON CENTER UNLESS STATED OTHERWISE IN THE SPECIFICATIONS, SUBMIT ONE (1) PRINT AND ONE NCHORSTUD �A DW- 1 AT BOUNDARIES OF FLOOR 1G1; AT 6' ON CENTER (1) REPRODUCIBLE FOR REVIEW. ANCHOR DW 10 NS r/A 210 L.ILNT DUTY SEISMIC 315-D APPLY A 1/4' DIAMETER CONTINUOUS HEAD OF CpNST10E TION ADHESIVE CONFORMING WITH ►� 4. THIS STRUCTURE AND ALL. OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST WIND AND CIE BYNA TIE D, A 700 SERIES WIT. 316 ► + I` AFG 0] TO TOPS OF ALL JOISTS, BLOCKING AND PLATES IMMEDIATELY PRIOR TO PLACING SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FORCE RFS1S�f1NG SYSTEMS HAVE BEEN WELDED LLI� PANELS. � � O CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY FOR THE STABILITY CLIP 198-A SEISMICLIP ATTACHE D TO TIE NC 370 SEISMIC HF11K 3 WALL SHEATHING 1/2' INDEX 24i0 (MINIMUM, SEE SCHEDULE) a OF THE STRUCTURE AND ITS PARTS HAVE BEEN MADE 'AB Wt-L DED TO IE: BLOCK ALL EDGES NOT SUPPORTED BY FRAMING MEMBERS WITH 2 X 4 FLATS '� � I\ 0) 5. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, Al EDGES OF EACH SHEET TO STUDS, BLOCKING & PLATES SD AT ERECTED OR INSTALLED IN STRIC r ACCORDANCE WITH THE MANUFACTURER'S STRUCTURAL STEEL ANI)- MISCELLANEOUS IRON AT INTERIOR OF EACH S 4' ON CENTER I. STRUCTURAL STEEL SHALL CONFORM WITH ASTM A 36. SHEET 8D AT 8' ON CENTER 1 INSTRUCTIONS. STRUCTURAL TUBES SHALL CONFORM WITH ASTM A 500, GRADE. B, FY = 46 KSI. AT B['UNDARIES OF WALL 8D AT 4' ON CENTER c SITE PREPARAT�� 2. ALL FABRICATION, ERECTION, IDENTIFICATION AND PAINTING OF STRUCTURAL. STEEL OTHER WOpIZCONPyLCTIONS o N N PRE-ROLL THE AREA WITHIN BUILDING AREA AND 5'-0' MINIMUM AROUND THE BUILDING WITH SHALL CONFORM WITH A.FOR WITH SPECIFICATIONS, I ALL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE C3) ANCHOR 4 A HEAVY VIBRATORY ROLLER OR LOADED DUMP TRUCK, MAKING AT LEAST THREE (3) PASSES 3 ALL WEEDING SHALL CONFORM WITH A.W.S. SPECIFICATIONS fl ALL WELDERS SHALL BE QUALIFIED UNDER A.W S SPECIFICATIONS. PER PIECE S p N OVER THE ENTIRE AREA, ANY AREAS WHICH EXHIBIT EXCESSIVE WEAVING OR DEFLECTION 4, ALL MEMBERS SHALL BE CONNECTED WITH SE=MI-FINISHED MACHINE BOLTS, UNLESS NOTED _„ � MINIMUM_SI� AN MAX MUM SPACIN ;� � UNDER THE WEIGHT OF THE ROLLER OR DUMP TRUCK SHALL BE OVER-EXCAVATED, AS 2 PLATES CONCRETE r;� = � � v NECESSARY, TO REMOVE ANY UNDESIRABLE SOILS IN THE AREA, THEN BACK-FILLED WITH OTHERWISE ON PLANS MACHINE BOLTS SHALL CONFORM TO ASTM A 307, GRADE A FOUNDATION WALLS 1/2' DIAMETER X 10' ANCHOR BOLT AT 4'-0' CN CENTER CLEA!,, WELL-GRADED SAND OR SAND-AND-GRAVV_L. MATERIAL. 5. EXPANSION ANCHORS SHALL BE I.C.BO.-APPRCv�D (ZINC PLATED IN ACCORDANCE WITH ASTM B 633, HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153, A 1 S.I. 304 3. EXPANSION ANCHOR EMBEDMENTS 5/8` DIAMETER X 10' ANCHOR BOLT AT 4'-0' ON CENTER �IB�L� _ALF_jl.l OR BACK_F_IL,L STAINLESS STEEL) AND CONFORM WITH FS FF-S-325, GROUP 'I, TYPE 4, CLASS 1. (UNLESS NOTED !OTHERWISE) S/8' DIAMETER WITH 3' MINIMUM EMBEDMENT ALL FILL AND BACK-FILL PLACED IN THE BUILDING AREA AND BENEATH PAVED SURFACES ACCEPTABLE ANCHORS ARE 'REDHEAD WEDGE ANCHORS' AS MANUFACTURED BY ITW 4. ALL FRAMING CONNECTORS SHALL BE SIMPSON OR APPROVED, FILL ALL NAIL HOLES WITH SHALL BE DENSELY COMPACTED, SUCH FILLING AND BACK-FILLING SHALT_ RAMSET/RED HEAD, 'POWER-STUD' AS MANUFACT BE ACCOMPLISHED URED BY POWERS FASTENING, INC., OR NAILS AS SPECIFIED BY THE HANGER MANUFACTURER, UNLESS NOTED OTHERWISE. HILTI 'KWIK--BOLT II' AS MANUFACTURED BY HILT! FASTENING SYSTEMS, INC ANCHORS HANGERS TO DEVELOP STRENGTH OF MEMBERS AFTER REMOVING ALL VEGETATION, RUBBISH AND EXISTING FILL, STRIPPING ALL TOP S❑IL (SIX INCHES (6') MINIMUM) AND FRE-ROLLING WITHIN THE BUILDING AND PARKING AREAS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS r T 5. PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS CIF BOLTS BEARING ON WOOD, OR FOLLOWING DYER-EXCAVATION IN FOOTING AREAS. IF ❑LD FILL OR SpFT NATURAL SUB b• ANCHOR BOLTS SHALL CONFORM WITH ASTM A 307, GRADE A, AND SHALL HE PRGVIDED GRADE MATERIAL 1S ENCOUNTERED, OVER-EXCAVATE AND REPLACE WITH COMPACTED TILL. ALL WITH STANDARD WASHERS FIND NUTS. GALVANIZE EXTERIOR BOLTS GALVANIZING SHALL STRUCTURAL FILL. SHALL BE PLACED IN LOOSE LIFTS, NOT EXCEEDING EIGHT INCHES (81) BE IN ACCORDANCE WITH PG, A 153, CLASS C NUTS SHALL BE OVER-TAPPED TO CLASS IN THICKNESS AND COMPACTED TO A DENSITY OF AT LEAST NINETY-FIVE PERCENT (95%) OF 2A FIT BEF ORE GALVANIZING, IN ACC^RDANCE 'wiTPi ASTM A S6 J. MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM D 1557. THE ADEQUACY OF THE FIELD FRAMING LUMBER COMPACTION SHALL BE VERIFIED BY RANDOM FIELD DENSITY TESTS. STRUCTURAL FILL SHALL CONSIST OF A SAND AND GRAVEL MIXTURE OR CRUSHED ROCK (WELL GRADED FROM COARSE-TO I. ALL FRAMING LUMBER SHALL DE nF:UGLAS FIR- LARCH, AS NOTED BELOW, AND SHALL BE FINE WITH LESS THAN TEN PERCENT (10%) BY WEIGHT OF THE MINUS THREE-FOURTHS INCH GRADED UNDER THE MOST RECENTLY-ADOPTED RULES OF THE WEST COAST LUMBER 13/4.1 FRACTION PASSING THE NO. 200 SIEVE), AND SHALL BE FREE CIF ORGANICS, INSPECTION BUREAU CW C t..T.BJ. O 0 RUBBISH, CLAY PALLS AND RUCKS LARGER THAN FOUR INCHES (4')r COMPACTION WITHIN A FIVE FEET (5'-0') OF THE WALLS SHALL BE ACCOMPLISHED WITH LIGHT'-WEIGHT, HAND-HELD A EXTERIOR WALL STUDS NO. 2 OR STD;) GRADE EQUIPMENT. EXERCISE LARE SO WALLS ARE NOT DISPLACED OR CRACKED. B. INTERIOR WALL STUDS STANDARD OR BETTER OR STUD GRADE ' C. JOISTS NO 2 f OUNDA T Ii_1NS D. BEAMS NO. i E. PASTS 1. FOUNDATION SIZES ARE BASED DNA TOTAL LOAD BEARING SOIL PRESSURE OF 1500 PSF. NO. 1 F--f BLOCKING , 2. ALL FOOTINGS SHALL BC FOUNDED ON FIRM, UNDISTURBED ORIGINAL SOIL, OR ON F BLO�KING, PLATES, BRIDGING STANDARD OR BETTER OR STUD GRADEc.'. ALL MEMBERS 3X OR LEIS (LEAST DIMENSIuNS) SHALL BE 19% MOISTURE CONTENT, r 1 ENGINEERED FILL COMPACTED TO MINIMUM DF NINETY-FIVE PERCENT (95%) (IF THE ASTM MAXIMUM. I D 1557 DENSITYrr ,, 3. ALL FOOTINGS SHALT_ BE A MINIMUM OF V-6' BELOV FINAL GRADE OR 1'-0' BELOW 3, PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER) AT ALL POINTS OF' BEARING SOLID V EXISTING GRADE. WHICHEVER IS LOWER. BRIDGING AT 8'-0' ON CENTER MAXIMUM SHALL BE REQUIRED 'WHERE JOISTS HAVE A 4. ALL DISTURHEA ..OIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION -- FIVE-TOONE (51) OR GREATER DEPTH-TO-THICKNESS QATIO AND WHERE ONE (1) EDGE n TO NEAT LINES IS NOT HELD IN LINE. BY SHEATHING, WALLBOARD, BRKING, ETC, r 4, ALL PLATES AND LEDGERS IN CONTACT WITH CONCRE F OR MASONRY SHALL BE PRESSURE 5. BOTTOMS OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT A RATIO OF ONE (1) VERTICAL TO TWO (2) HORIZONTAL., WITH A MAXIMUM VERTICAL. STEP OF TREATED IN ACCORDANCE WITH A.W.PA: STANDARD C-2. PRESSURE- TREATED LUMBER mxl _ 2'-0'. SHALL HEAR THE A.W P.B. (AMERICAN WOOD PRESERVERS BUREAU) QUALITY MARK. 5. FOR NAILING, SEE SCHEDULE AND DRAWINGS ' CONCRETE REINFORf'TNr` STEFj ±a: 1. ALL REINFORCING STEEL FOR THE CONCRETE SHALL CONFORM WITH ASTM A 615 GRADE 60. Q� 0 ' 2. REINFORCING (MINIMUM UNLESS NOTED OTHERWISE ON PLANS) ] ALL PLYWOOD SHEATHING S!4ALL BE C-T GRADE, UNLESS NOTED OTHERWISE (WITH TT � A. REINFORCING FOR WALLS EXTERIOR Lii_i1E MANUFACTLIRF D IN ACCORDANCE WITH UNITED STATES PRODUCT STANDARD 6' - VERTICAL NO, 4 AT 12' ON CENTER; HORI7.ONTAL N0. 4 AT 12' ON CENTER PS 1 -83 A.N,S.I A199,1 'FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD'), SHALL a.j CV CONB. PLACE TWO (2) N[7. 5 CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOUS ENDS AMERICAN WITH U.B.C.ODSTAND�1!?D 23—c AND SHALL BEAR THE A:P.A. TRADEMARK OF THE OF ALL FOUNDATIONS AND 'MALLS AND AT PERIMETERS OF PRE-CAST PANELS. AMERICAN P1.YWOOD ASSOCI=T EDN. •� � �. �•� A ROOF SHEATHING 3/4' INDEX 48/24 T&G '- • ' C PLACE. 2'-0' X 2'-0° BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND B. FLOOR - T&UG FOUNDATIONS EQUAL 1N SIZE AND NUMBER TO HORIZONTAL REINFORCING AND AT PRE I 1✓8' �-4-1 r c'u ,, � -CAST PANEL_. CORNERS. C. WALLS • ' 1/�' INDEX 24/0 �► r. ALL REINFORCING STEEL SHALL HE DETAILED, FABRICATED AND PLACED IN ACCORDANCE 2 PLYWOOD SHEATHING SHALL BC LAID WITH END JOINTS STAGGERED, F� 0 WITH A.C.I. DETAILING MANUAL 315. 3, BLOCK ALL SHEAR WALL SHS-ATHING WITH 2 X d FLAT BLOCKING AT ALL EDGES. 4d { A. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. 4• NAIL IN ACCORDANCE WITH SCHEOfULE AND DRAWINGS. w B• MANIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BES 5• LAY (✓UT PLYWOOD TO ELIMINATE ANY WIDTH LE5 S THAN 1'-0', EXCEPT AT PLYWOOD t FLOURS WHERE MINIMUM DIMENSION SHALL BE 2' -0', UNLESS ALL EDGES OF THEj 3' t 1/2' TO EARTH OF FOOTING UNDERSIZED SHEETS ARE SUPPORTED BY BLOCKING. 2' l;4' TO EARTH FACE OF WALL 6. CONTRACTOR IS TO PROTECT T FLOOR AND ROOF �••/ ..� LO I CENTER Of' SLABS-ON-GRADE SHEATHING FROM EXTREME WET CONDITIONS TO LIMIT MOVEMENTS DUE TO EXPANSION CAUSED BY MOISTURE. ADDI''IONALLY, F'ROVIDE LO Q� C. ALL REINFORCING LAP SPLICES SHA�_L BE 1N CONFORMANCE WITH A.C.I. 3t8 PROPER PANEL SPACINGS 13ER THE AMERICAN PLYWOOD ASSOCIATION RECOMMENDAT IONS. r'"4 �. 'BUiLD]NG CODE REQUIREMENTS FOR REINFORCED CONCRETE', AS SHOWN BELOW, 4 ' UNLESS NOTED OTHERWISE, r � PRE-FABRICATFD FLOOR AND R OF MIS TS FSI fi 04 22' — 1. ALL ROOF AND FLOOR MEMBERS SHALL BE MANUFACTURED BY TRUS JOIST MACMILLAN 0p.tv-q E-4 1 C527' CORPORATION OR APPROVED, 2. ALL 3 JOTS 'O1STS SHALL CONFORM WITH A•1 L APPLICABLE PROVISIONS OF THE U.B.C. SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/36C AT ROOF AND L/600 AT Job Na. °,!�l�� ._-_.G1:1SL' T�l-.P_LE FLOORS, OF THE WORKING STRESSES AS SHOWN IN THE Ir I. ALL CONCRETE ,HALL DEVELOP A MINIMUM TWENTY-EIGHT (28) DAY LABORATORY-CURED E l H C STANDARDS F❑!: pate 1/1/" COMPRESSIVE CYLINDER STRENGTH OF: APPRQPkIATE MATERIALS UNDER A T07AL LOAD IIF, Drown b J A 3000 PSI FOR FOUNDATIONS, 40 PSF FOR ROOF STRUCTURES. y 2500 PSI FOR INTERIOR SLABS-ON-GRADE. 65 PSF FOR FLOOR STRUCTURES Checked CONCRETE EXPOSED TO ELEMENTS SHALL HAVE 5% t 1% ENTRAINED AIR, B`. VOLUME, 4• JOIST MANUFACTURER SHAI,L BE RESPONSIBLE FOR COORDINATI��5 SLOPED BEARING ~ CONFORMING WITH ASTM C 260. REQUIREMENTS WITH BEAM MANU1 ALTURER, SCCIe P, A MINIMUM OF 5. .10IST MANUFACTURER HALL FJRIIISH COMPLETE ENGINEERING SHIP DRAWIN,r;S WITH I�'KEE' i3) CONCRETE TEST CYLINDERS SHALL. BE PROVIDED FOR EACH ONE REGISTERS Ll STRUCTURAL ENGINEER'S S SEAL Revision! HUNDRED (100) CLI YARDS, OR EACH DAY OF POUR, Fpk EACH CONCRETE STRENGTH. 6. TJI SERIES CYLINDERS SHALL BE TESTED AS FOLLOWS, ONE (1) AT SEVEN (7) DAYS AND TWO (2) MANUFA; TURER SHALL FURNISH ALL LND AND INTERMEDIATE' STIFFENERS,F Al' TWENTY-EIGHT (28) DAYS. S I ENERS, BLOCKING 3, CONCRETE CYLTyDER SAMPLING AND TESTING SHALL CONFt]RM WITH ASTM SPECIFI(:ATjE�NS. AND/OR SHEAR PANELS, METAL BRIDGING ASSEMBLIES AND HANGERS, AS REQUIRE, T❑ ' ACCEPTANCE IIF' COIVCRE','E SHALL BE GOVERNED BY THE PROVISIONS OF A.C.I. 3]$ PROVIDE A COMPLETE FLOOR OR ROOF STRUCTURAL SYSTEM: .CL) PIAN E OF' 7 LAMINATE( VENEER LUMBEFI, NOTED ON THE PLANS AS 'MICRO--LAM' ❑R 'LVL', SHALL AE ' IL REQUIREMENTS FOR REINFORCED CONCRETE', TWO (2) SETS OF MTX PROVIDED BY THE JOIST MANUFACTURER, IT SHALL BE 1-3/4' WIDE AND MATCH THE I)MGNS, WITH COMPLETE STATISTICAL BACKUP, SHALL BE SUAMIfTED FOR REVIEW. FLOOR .101ST DEPTH. +1, CONCRkTE MATERIALS, FORM WORK, MIXING, PLACING AND <«lJRINCi SHALL CONFORM WITH ► , TtIE SPECIF'CATIONS CONTAINED IN THE A.C.I, 'MANUAL OF CONCRE:TF PRACTICE' B. - MRS PARALLEL STRAND LU LUMBER, NOTED ON THE PLANS AS PARALI A HALL BE T MBER, AS MANUFACTURED BY TRUS JOIST MACMILLAN CORPORATION. 5, AT AREAS Ems• DEPRESSIONS FOR SLABS AND BEAMS, PROVIDE MINIMUM THICKNESS OF H � 1WPTH AS FA ADJACENT AR""AS, UNLESS NOTED OTHERWISE. 9' LUMBER, NOTED ON THE PLANS AS 'RIM BOARD", SHALL B_ TIMBERSTRAND RIM BOARD 6, CMTRUCTIAN JOINTSBETWEEN F'OQTXNGS AND WALLS, COLUMNS DR PILASTERS AND THE MATERIAL, AS MANUFACTURED BY TRUS JOIST MACMILLAN CORPORATION. 3' SI.ABS THf.Y SUPPORT AND WALL CONSTRUCTION JOINTS SHALL BE PREPARED BY 10. DIlUI3LE ALL JOISTS UNDEF? MECHANICAL UNITS AND PARALLEL PARTITIONS, UNLESS NOTED kOUGHENM 'til A FULL ANPLITUDE Or APPROXIMATELY 1/4'. LEAVING THE CONTACT OTHERWISE. v SURFACE C"I,CAN ANL' FF<EE CF' LAITANCE. 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STUDS 4T HOLD D0111V _ ( , y 'Q �3 IW1ERJgR 4,� - -- PHASE I 1 - ' S,4 ,, .•, Q 17 SIDE id 8 4$° oc. STHD 8 DSL. STUDS AT HOLD DOWN � NEW EXISTING PHARE Z h .� iD v EX1'IRIOR _� _. - EXISTING - - NEW x IIS N a i._._ 8d � r8" 48" o.c- STHD 8 DBL. STUDS AT HOLD DOWN in W 1� � 4x10 EXTERIO—it -- _ I tE E SIDE ' 4�, ad i 8" 48" o c. STRD 8 DBL. STUDS AT HOLD DOW" 4x10 W 1 c� _ -_ -- - __ .-- - M- _ _ - .�....__ MIST 48 1'ERIOR --_ - v x ed PrID b / IpE 4031' 8tt 46" oz. 88T@ Z8DBL. STUDS AT HOLD DOW"w-'1C SIDE ea, 4,. --- r 48" oz. _-- _ x MST72 �- _ • PLATE - - ----- -- I MST 7 2 W15 `_ -- - n EXTERIG'!� __- NAILING _-_--_-- ----- _- _ 'v 54'ID9 x t ONE SIDE � + 4,d ad a at, 16d . b., sA n, v � r- - 4x10 4x!0 Y 3 °� h- i d uJl! -TONE SIDE 8d . 4" Sd • a" 1ba w b" Br 623 -- - D r — : ,; — x6 _ l_ _—_,---- _ —_ _ _ — CJ _ _ o� ---- r r 1 f�-Z - -(4.1 1 BL 5 ,CD3 A t HO►_D DOWN MST 4 `-�-_- o 1--------- -- _ INT. 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STUD + , al u � BAR WALL a RDS � �'i� WALL �SAIR W� � NON-BLARING PARALLEL TO JOISTS J0 5T BEARING � 11 �i �� /� I N � 1 II 0� I_�11 - Veli•Y/8 11„ I 11 LL �O� • �®� L��uR - , �O� il��m�NR 0 SEE Sr-IEDULE --- SEE SGNEDULE `,- i!' 310x9"x " TO TACK I,RLD --� �� WO 18 BRIDGE OR - UAWS BRIDGE OR BEAM 4 COLUMN WITH - SEE rGNEDU�_E )---1 WRAP RQOF I'SEA"5 ROOF BEAMS %"• MJD. a 11004. lb" T4G PLYWD 314" T4G PLYWG 1�r T4G PLYWG 1 TJI JOIST 4 — --- iTJI JOIST TJI BLKG � TJI RIP° JOIST LSL b" oz. STAGGER ------- 10d • b oz. STAGGER 2-10d I� • 6 F�r1 R 2- BIDE W/ Tb'Jx3x1®S5 COL. --__— _ -- _ **EE 3CNEDULE ?- 4Ie"4 M.B. >WA. LEG -- ---- --- ------- ____. -- ---- �_ SEISM'IC �y SEE SCHEDULE _ SEE SC+-IEDULE MOLD DOWN STRAP �l SEE 5CWEDULE f--------_ I.y PLT"W'D r X- „ T 8. 4x4xG15 TO ROM 5EX"Ifd ;d .F �V ate' 0 r X4.1 ► DRAM iaL�4N `fid f 1. X4.1•� LT i 11 1 / T. 8r #�Lfi•? � NDN#�R� ��1�.��? 4�Jfi� I s 1 Im r LL L #FLOOR i L 1 �A WILL �4 1 at"t''. 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EQl1IMENT SCHEDULE — _ __ ��� 0�SCHEDULE OES1G OESCRiPtIOt�--- __ �`� BASES OF DESIGN �� GINE S 7. RTU-1 ROOFTOP PACKAGED A/C UNIT WITH CAS HEAT - - - -.�. CARRIER 12? �► 3000 CFM • 0.6' SP. 2.4 MNP 48TJD008 !_ HEATING 125 MBH !NPUT. SOX AFUE COOLING: 89.0 MBH TOTAL fl>' 80/67F (dp/�) [Ni. NR, 95'F OSAPROVI ORD Y'N UE WITH SMOKE Of;<CTOR. ECONOMIZER SECTION AND PROCRJWMAF3LE TF!ERMOSTAT EXt>+RFc 6/30/01 RTU--2 ROOFTOP PACKAGED A/C UNIT WITH GAS HEMI CARRIER 1600 CFM 0 0.6' SP, 3/4 MHP 48TJD005 HEATING: 72 MOH INPUT, 80% AFUE COOLwG: 50.5 f�l9H TOTAL 080/6TF (dD/Irb) ENT. AIR, 95'F LISA 8x8_2WC — ---- — _- 1 225 PROVI .. DE WITH MOTORIZED OSA DAMPER AND PROGRAMMABLE THERMOSTAT _ 80 EF­1 CEILING OAL�INET EXHAUST FAN WITH BUILT-IN FlD GREENHECK— 150 CFM 0 0.375' SP, 130 WATT MOTOR SP-9 Be 3.0 :TONES ----- --- 8M81B10�1 flaALTAIiI�do 12x6 -- (sw>M-ami FAX(SM"I-MM PROVIDE WITH WALL MOUNTED HIGH LIMIT LINE VOLTAGE THERMOSTAT 212x�SHS 22x6 EF-i CEILIhC CABINET EXHAUST7W WITF1 BUILT-NV FLD CREENHECK —� E�— 17x10 � cv 150 AFM 0 0.375" Sr. 130 WATT MOTOR SP-9 1 10-2WC I Q, 3.0 SONES y 400 I, � o PROVIDE WITH WALL MOUNTED HIGH LIMIT UNE VOLTAGE THERMOSTAT 0 18x5 t---� � I1- A..4,52 CR ROOF CAP , , 6® x�g�C C �F-2 CEILING CABINET EXHAUST FAN GREENHECK 10'x10 ( 2200 75 CFM 0 0.315' SP, 80 WATT MOTOR SP-7 .I 22x22-CRI a 2.0 SONES Yy/ GTD - — 1200 �'---- 10x10 8x12-CR I 8. PROVIDE WITH WALL MOUNTED DELAY-OFF` SWITCH T r I` I — T T .� 90 v 1 Ox 10 IIII I I 475 4W 1C� ;; t 18x12 _ 2100 -1.1,1 � � t0Y 140 1 a If - 11 i I 14 �R SOO T 84 18x170CR v v 1�l 20x8 UP 7 w o n 1 iii N uj � ul? 8x8-2W 2 - �..,..-.-. ..,., 170 O n, o —--� 400 100 r E- _f3 Cc "t i Jrt91yk 'ti' �lti µ�1 36 � ?� {t t" ,nfij ire n• �, 1 i -4 " BLOCK VENT v 18O II I � t ;3kQ 475 ROOF CAP ° yy/Q J ° 'J3 � :moi '}�A' I L, r .J. s, '4.,'l'S 13 }+rP - rwT 8xB 2 Y }*�" >` 6� A 70 n „ 'Ir !!,,O.. T 7AST FLOOR HVAC PLAN � MECHANICAL SYMBOLS MECHANICAL LEGEND — �• SUPPLY UP WARNING: DIAMETER - - --} - THIS TYPE OF dt AND 1W.0-2FITTING 6 PERMITTED NOT (Orb/Mb) DRY BULB/WET BULB 240 i SUPPLY DO'�'4 ZERO INSIDE RADIUS 1W ONE WAY THROW — ^ 2WC TWO PAY CORNER ��� FORRIDDEN ELBOW 2WO TWO WAY OPPOSITE B� --- - f� RETURN EXHAUST OR W t-1. - 3W THREE WAY _-- OUTSIDE! AIR UP 4W FOUR. 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