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9925 SW GREENBURG ROAD i. _ g8 12 I' S' G.M.U. SHEAR WALLS W/ 05 VERT. f • S' O,C. AND i- —°9 GA. WIRE HORIZ. REINR w Irv' O.G. W/ 16'X S' THK. N CONT, FTG. Wi (2) 04 CONT. ------- - Z -- - -- ----- - ------------- - -- - ------ -------.,._. -- --Q�- 777 j r- ---- -------- - ------------ --/--- --- - ---- - -----_..------_ II 1 4' --ONC. FLOORW 0 4 AT 32' 0 I I E OVER COMPA TED CRUSHED (D I I F K BASE w I \ I I , o I I I I I 0 ,I 8' C.M.U. SHEAR WALLS W/ NEW 8' C.M.U. WALL I ! • I I'S VERT, * 48' O AND . . I X w i l r9 GA. WIREHORIZ REINF. 2' AWAY FROM I ® 16' O.C. W/ 16'X ' THK EXStG LONG. WALLI CONT, FTG. W/ (2) M CONTI PROVIDE SIMPSON 'GLB5C' . I j I ; I 0 W/ (2) 3/4' DIAM, BOLT MODEL EA, END OF EA. GLB. W I II � II ILL 17 1Lu � Lu L. 4 CONC. FLOOR W/ 4 AT 32 I I E.W. OVER COMPACTED CRUSHED Q(, ROCK BASEcv— I •I 0 I I �" (� CIJ p I 32' (MIN.) CMU. WALL WIDTHS, W SOLID GROUT, (2) M 5 VERT. �I BARS EACH. END OF WALL. _ I I Q W I I1r I J I X I ° ------------------------------- ------- --------------------- --- --- I L--- -----� D I j 0 -- I ----- ------O°EI�7NGroR—'---------- -- --- -- IItdC�-1'Olt------ ----------------- w — -- -- ' � U iI � � 0 12/0 x 12/0 ON DOOR 12/0 X 12/0 OH DOOR OPENIN FO 2 NEW WALL t0 BE AWAY FRONT WALL- S' C U. WALL",---I3/0 X 114 D FROM EX51G. ` I PROVIDE (2) 45 RT. EACH I I I O END OF EACH WAL W/ 24'X 12'THK \32- (MIN.) CMU. WALL WIDTHS, CONT. ;:Ta W/ (2) • CONT. SOLID GROUT, (2) • 5 VERT. ry I I PROVIDE 05 DOWE S AT 48' O.G. BARS EACH. END OF MALL. 1' n 1 (AT EA, VERTICAL BAR ) v 12'-4' 2'-S' 12'-4' i il'-6' 3' le 2'-IV MIN. VERIF'rll MVN. �"— '� z be., / � ' W r U Li Access Door LLJ --� � ' � to meet w PROVIDE ROOD OPENING W/ REMOVAL93LE: � u ADA Regfts� SKYLIGHT OVEK FOR ACCESS TO WELL r HEAD - VERIFY OPENING SIZE PRIOR TO `J / CONSTRUCTION, F'IL) A- �r, "ll ( � v � "'s SCALE 1/4 = 1 - 81ion ---- -- - — ----- n 0 u TYPICAL FOUNDATION ION NOTES � TWIN < >. �~ I. FOOTINGS ARE TO ®EAR ON UNDI87UR8ED(LEVEL ',OIL a GDE 7 IVOID ANY ANIC MATERIAL AND 15 EPPED A8 i OF ORG I � lang/LL•� H REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW I.......................... ....._....__..........-.... ._. ................I � oS THE FINAL GRADE. ( I 2, SOIL BEARING PRESSURE ASSUMED TO BE 500 PSF. t 3. ANY FIyL UNDER GRADE SUI-PORTED SLABS TO 13E A I OCGPYRIGHT MINIMUM --1 4' GRANUILAR MATERIAL COMPACTEP TO WS. /`UF-1 T C l_ 4. CONCRET7 TO DEVELI-P A MIN.OF 3D00 PSI AT 26 DAYS I D J"it WITH A MIN. OF 5 SACKS Of CEMENT PER YARD AND I A MAximu l 6LUMP OF 41. 5, CONCRETE SLABS TO NAVE CONTROL JOINTS AT 25' (?`1A><IMUh1)INTERVALS Ea WAY I &- CONCRETE SIDEWALKS TO HAVE 3/4' TOOLED JOINTS AT 5' 0.C.(MINIMUM) '1. RlEIWFORCING STEEL TO BE A-615 GRADE 40.WELDED WIRE MESµ TO BE A-195. S.ALL WOOD IN CONTACT WITµCONCRETE TO BE PRESSURE TREATED OR PROTECTED WITH 55•ROLL ROOFING. AMC 7165 SW FIR LOOP, SUITE 101 TIGARD, OREGON 97223 SCALE 114" = 1'- 0• (503)624 0555 PLAN NR; _ SHEET DESCRIP: FDN _ JOB NA ; STOSE ADDN ME -.-_--_ DATE. 4/99 REV:-------- -- Greenbum Rd.9925 SHEE f NR RUP1999-00420 A NORTHWEST EESIGN 1 or 6 NOTICE: IF THE PRINT OR TYPE ON ANY rII�III it I ' 11IIII ' VIII I IIIIIII VIII I I � IIIII IIIIl�T IIIIIII VIII II� � III �I I �IIIII IIIIIII I � III�tr�IIIIIII I�IIIII `I�fl1 �t I � III�il�l � lll �l I�IIyInIII � I ISI I � I �I �I ' I � III � I �I I�jII r/} IMAGE IS NOT AS CLEAR AS THIS NOTICE, -------I----- --__I �__ I __- I _-_--`��--I - 1 I ----I -!t --�I _._gL _�1_- I 1VL IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ _ _ "°3e �` _ • ORIGINAL DOCUMENT S L Yui a�ruwl I II I � I it �� T r � r � �i � � � �� E�l���l�lll��� �1���►�����luu��ulu�l � «Ll�iiil�ill , � �� �1►�►��.I���������.I���II�� VIII � �I� � I� � t LE TEND I I $ SWITCH ;i 3-WAY SWITCH RECESSED INCANDESCENT LL MOUNTED INCANDESCENT I SURFACE MOUNTED Z INCANDESCENT 11P DUPLEX OUTLET O 11 V 220V OUTLET ♦ TELEPHONE OUTLET w M TELEVISION OUTLET ry 110 V. SMOKE O DETECTQIF(NTER- CONNECT UJ/ ALL DET. IN HOUSE) RECE$WV EXHAUST ® FAN (VENT TO EXTERIOR) FAN/L I TE - w ® COMBc1AT(ON U � r" 'CASABLANCA' TYPE _ 38 12' 5(d' Ir CEILI`.0 FAN �--- 0 1 UdDER CABINET • FI_OURESCENT FIXT. SUPPORT COLUMNS FROhI FLOOR TO CEILING I 8' C.M.U. SHEAR WALLS W/ i VERT. c 48' O.C. AND OR JOISTS M9 GA. WIRE HORIZ. REINF. V � SUPPORT BEAMS "03 mm Lu U- 0 LLJ EXSTG n-64D 0.80 0,60 - E✓ B/I CABINETS < r_____________ -----_ _____-_-__- ____ SeeAL`tached o_ _ D I vC� ip Drawing For C/) ,r� ,,*�� I WELL v / —_ — HEAD ADA Bathroom COMPIRROOR p�� I L---L -e� ��,��t� ,� __-----=- -- Modification w GW + 0 PRESSURE H I fTO�AOC a TANK 2X8 24 Q.G. GEILINCs JOISTS 10 ! (NON-44AZAIRDOUa STORAGE) EXISTING w\, r I Imo CFM FAN0 li ACC r ZT(�DQA , QM CXfTC bLDC1 ry MON-wAzARDOUSI STOR4csE) (NON-HAZARDOUS 9TOIRAG'�E) _ U I � UH DOOR 1 BASEBOARD iIdEATING � DOOR — —.--—— F _—..� r � ——— L;-`-' r � i I I I t I 0 L1..1 — — I I I 0 , IZ U U-i r--------------- r---------- -- ——--I r---------------� �— J I ! I I m I I I I I ! w u PROV104 SIMPSON IGl-1550' B is Wf (2) 3/4' DIAM. BOLT _� )�- I I I I6 O � 3c I I 2- 2/ DRS I I I I I I POWER PANEL I MODEL EIA. END OF IEA.GLB. 1 I ! oma _ I I I I I 2- 'x 8'- cla' I I I i I I AND METER ~AN I I I I 50 GFNI FAN ,quo N�y 2 R IN 190ND BM, I I 5 I/8 X 10 i/2' I ! 5 I/8 X 10 1/2° I arc r, COAT CLGBET --__ - I 1 1 I I M � v ��� }yam r- r . GL. HEADER W/ NEAT 4 DRIP PAN / , I I Q o m ` D � O� QH� 4 12/0 X 12/0 OH DOOR - --�`--- --~-' XS Css 12/@ X 1211a OH DOOR _________._.----- 32' MIN. WA 32' MIN. WALL -----------_______--____-- ' (WIDTH -------_.___.___._�_._._._ WIDTH ., '. n , Access Doorm to meet ADA Req'ts _ 1 Q(_10PYRIGHT 19Q6 ..rur-i-T- � N> 41 � o NEW ADDIT'ON EXISTING SUILDIIING owAMi L- OCD 1 I r1 !r. 7165 SW FIR LOOP, SUITE 1(l,_. TIGARD, OREGON I SCALE 1/4 = 1�- �° (50:)6240555 PLAN NR: SHEET _ DESCRIP: JOB 3TRADDN. NAME: �-- DALE 4/9J — 3 REV: SHEET NR: Greenburq Rd, 9925 BUP1999-00420 A NORTHWEST DE`IG\ 2 of 6 MMMII 1I1f I I II I1II III III II_I�I�I II_I_ III—' III I T T-.-I-1—III -III-�f I III III III�'1 I III III III III III III IIII I I III III III�I I i i I I III III 1 1 11 I III I I I I I I I III III 1 1 1 1 1 1 1 III IIII I 1 Jill NOTICE: IF THE PRINT OR TYPE ON ANY I 4 � g 11 2 I 'Toll IMAGE lzIMAGE IS NOT AS CLEAR AS THIS NOTICE - � IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ _ _ _ _ __ _ No 3° �R���M• `' '� � � `���""�'��'��' � ORIGINAL DOCUMENT � S 8Z 8Z GZ 9Z--- Z--'bZ SZ ----- Z— TZ OZ 8t 8t Lt 9�T- �4i � 6t ST Zt t8II II lllll III IIIIIIIII►III►11I__ 11 ► 111111111►ILII►l�l II � � I I II� III I I�III�III�II�II�IIII III �� II IIII11�1�11 111 . I I I � III IIIII�IIII lI1L�l�lllllllllll o� � I � I ��I il�lll I II f IIIII�IIIIIIIIi�lllllllll II } I Y IxK GOtl11D $ �►'n.nc Y v. .. .. • 49)IMI r ~-` BA s I/2' W/R GYPSUM BOARD I GL]3/HGLB/GLBT S --__ SKYWELL CHASE M. AC o ALL SKY LIGHTS TO BE �_ �•1 TEMPERED OR LAMINATED AND MUST CONFORM TO 3?�'S��.�� ,4" 00q�./ �• ,� FINISH: Simpson gray paint ` o O o MANUFACTURES RECOI''MENDED �6i�.Me ,, ;,,`.`\� 4 INSTALLATION: • Use all specified i4steners. See General Notes. o ° FLASHING SP)_GIF:CA'IONS ;.. ' W,, .�,.. • Bolt holes shall be a minimun', of '/32" to a maximum of 0 , , 1/,e' larger than the 0^4=04 0 0 g e bolt diameter (per the 1997 NDS, fx. !' fto°�: W 26 GA. GAL. S/M VERIFY FOR FLAT GLAZING 3 '` t,"' ��` ""0""'•' o o ir, �a ' � i � .r�? SAME AS section 8.1.2.1.). � FLA&4ING APRON o OR PLASTIC BUBBLE �'�'� �� .� 5• Iri, ���4`� HGLB • Check the rebar spacing requirements on all installations, Z/47;-,� SIDE p Q O DOME CONFIGURATION � `� �L ' ' PLATES00 �V OPTIONS: Sawn timber and other sizes may be ordered by pW I Pt i �,e„ 2" specifylru sNecial dimensions; use the letter designations 2�6 GA. GAL. 3/M STEP 1 i' A 4%11 shown ole the illustrations. ••�• FLASHING 12, PD y4„ 2. � • ..« +„ 2„TYP. 3 Specify if two-bolt GLB model is desired; see illustration. ROOFING AT NOT LESS THAN "� 12„ CODES: ICBG 1211, City of L.A. RR 22086. 4/12 ROOF PITCH 4x6 P.r.nAervvs1.xe' Model Dime�slrna Bolts Allowable Bearing Loads (100) INSao AT ra,ia�vewr w'OG• ---1--- - QnON1l..ID�VT R1! GLIB 3� 131 ^ No. W pp . eW pT Qt Dla Masonry Masonry Concrete' y 188 psl 0 375 psl TYP C /4L SKYL GHT - GLBTGL85A 5y, 5 7 3 ga 1 y 49;35 9845 11530 GLB5B 5y 6 7 Y 1 y 592.0 11810 13840 5E TION THRU ENDWALLS � GLB5C 5y, _7 7 ye 1 y 6910 13780 16145DETA L_ (D-Z!!A LEI/2'• 1'- m' 1.Allowable concrete GLB50 5y 8 _ 7 Y_ 1 y 7900 157_50 18450LLJ bearing values are GLB7A 6� 5 9 ~ 3 a w 1�� —U /e Q � 64.70 12890 15190 L based on the allowable GLB7B 6/ 6 9 1 7755 1547 e 0 16225 O LLJ bearing of the wood 0( member on the steel GLB7C 6/ 7 9 % 1 Y; 9050 18045 21260 1L.L plate at 450 psi, :D GL87D 67/a .- 8 9 y 1 Y4I 10340 20625 24300 44 C< G Q i. 66 L1J ~ 0% L ij Co G r— W CONTINUOUS SHTM?L. RIDGE VENT u"1 Q MATCH ROOF COLOR > I O � F PREFINISHED SHEET MTL ROOFING u TO MATCH EXSTG. OVER 15”FELT OVER PROVIDE ROOF OPENING W/ REMOVABLE I I NOTE- 918' PLYWOOD ROOF SHEATHING SKYLIGHT OVER FOR ACCESS TO WELL EGAD VERIFY OPENING SIZE PRIOR t0 VXSTr--.RIFY AND MATCH TRUSS PITCH 12 CONSTRUCTION I_ IeXSTG. PITCH L_U 24. 0. REFADRIr.:ATED SSE$ LIJ PREFINISHED GUTTERS CONT, PREFIN. GUTTERS OG. PREFABRICATED 99E8 ON 2X FASCIA TO MATCH EXISTINGON 2X FASCIA L i ij V, UUUyUWjUU-UV�VyUyUUyU- PRE-FIN. O.S.B. TRIM SIMPSON H.I ANCHOR 5/9' GYP. 8D. AT r;,EILING R-38 INSUL �— Wr EACH CONN. I I R-98 INS I6 H. CMU. BOND BM W/ 2X6 P.T. PLATE W/ 1/2 5 1/6 X Im 1/2, UL GL. HEADER ` d PROV DES 1PSON" GL65G ! -...._.__,...._..___._.,......_____._..._... ._ ..........__._._.......__.......... 5/8' GYP. BD. AT CEILING _ �•- S� 1 TOP � BOTTOM AS. At 24 O.C. (4 TOTAL). I �• � ' I IJ/ (2) 3/4 DIAM. BOLT I I 1/2'PWP OVER 2X8 +� 24'0.0. ', 8 C.M.U. WALL N'ODEL EA, END OF EA, GL B: i __ CEILING JOISTS I o � - ?Rz y+ I I ~ ' INNI o �7. " 4 VERT. AT 32' O.C. I a Yr6 Ft 0 4 WORIZ. AT 24' O.C. w 1 sa - 2X4 0 16 "O.C. FRAME WALL I � � ►`$ 1 0 ..................... .......................... W/ 1/2' GYP. ESD, BOTH $ID 5 oN� N `p7 I � 4 CONIC. FLOOR W/ •4 AT 92' I i P �NA ESU. OVER COMPACTED CRUSHED 180TK E3A6E I - 4' DRAIN TIL ILr _ i ......_....�.___...�....__.___.._..._.._._.«......_..__._....__.... ��� _� � � � l Ilu a� In � � 8' FON, WALL ON IWX 8' __ O COFYf;wr iT 1996 CONT,FOOTING. W/ 2- 0 4 F/'I I '��7�I TONT. D f7 16 71 f I� i _AM SCAJ" LE 1/4" 1'- SW FIR r' SCALE 1/4'" _ 11- 011 7165 TIGARD OR CONE 104 47223 1 (5U)624 0555 PLAN NR: _ SHEET 6EC. _ DESCI- P h;cs STOR. ADDN. NAME: DATE: 4/99 x REV: E SHEET NR GBUP1999 004 0reenbum Rd. 2J A NORTHWEST DESIGN 3 of 6 ,y , NOTICE: IF THE PRINT OR TYPE ON ANY r�r III III III I I III 111 I I III I I I I ! I I I III I l l�T 1 I I III III I I III III III III III III III I I III III III I I I I I I f III III I I III III III III I I I I I I I I I I I I l l III III III I I - 1 l l l l l l I l l l l l l I I I I I I � I I ! c5 IS NOl-AS CLEAR AS THIS NOTICE I 1 I �I I __— L 41 I_��l____ _I__._�L. I !1— $L _r ____aL __— �j______.____1� _ �_ IMAGE r— - --� _ _ —L-- ------- i IT IS DUE TO THE QUALITY OF THE _ _ _ _ __ _ _ _ No 3e � �- ORIGINALDOCUMENT [I,, E 8Z 8Z GZ 9Z Z Ib?; SZ Z iz OZ 8i I et I LT 9t 9t 6T sT Zt tT It 8 t3 G 9 9 'b S ZI ►a I� �IIIIIII IIIII►III III IIIIIIIIIIII�I�►�I��I� I►►I Illilllllllllllllllllll�lll�,�►1� 1��1illll Ul� SII �IIIIIIIIIIIIII I�III II�►�IIIII III► III II IIII�►II III I�� IIIIl��l►IIIII.III�.�►IIIIII� II II� IIIIIIIII II IIIIIA II u prepared by." DEHAAS 4& ASSOC., INC. 211Tf SUITE 300 — A. G. C CEWER 9450 S. Wr COMMERCE CIRCLE WILS'ONW LE, OREGON 97070 P� ONE 50,,E 682--2460 FAX M12-4018 , �1 q. l REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JUL' 12, 1' fi` MALCOLM N. CLARK 4 601 Y: fi r; 70-50 link fence I j ,1 I 1 i t W nS 61t a, Cone. �\ FC , r i of 1 �--Clwin link fence Greenburq Rd. 9925 BUP1999-00420 t 4 of 6 . �..., 9 9. 2 77 guy 6 MOW NOTICE: IF THE PRINT OR TYPE ON ANY -rlr1ilt II � IIII ' lilil � liltlt ! � I � IIII III III III III III III III 1 � 11�111 �1- 1 I � I III I � I ' I � I �Ijl I � I ��III I I III III III III 111 111 IIl I l ill ll ! II' Ill � i 111 111 l � IIIII ' I I I I III ! I - - 1I f + I II r IMAGE. IS NOT AS CLEAR AS "HIS NOTICE 1 I f g. _ 11 121 ' IT IS DUET Uc" O THE QUALITY OF THE v - --- ------ --- -- ----- - -- - - -- -- __ _ - - __ � _ ORIGINAL DOCUMENT — No.36 � .�... ''► =" '� E 6Z 8Z LZ 9Z I sZ fiZ I EZ Z IZ OZ 6I N�I LT � t SI �T Ei ZT t � l T -T6 8 L IIII II IIII IIII I II (IIII I II I IIII I! IIIIIII�IIII II►�Illll�llll IIII IIII III�IIII 1!111111 III .III IIII I�il�lll! III ! I ! till III IIII IIIII I II�IIIII,IIilllll IIII 1111 IIII II � I IIi lll�>ill llll (IIIIIII! IIII IIlllllU it1.1. 1.1.1.1 �11 lll�... 1� IIII III►� �II ��� �r ���s fir► GENMA,. 4.A Durrg ;:60 wee1 heinb,en' tempern+uro oo,ow 43 C<V ees -.) 71 ^ 2. it eftorior Na':s ana ocwor r)g Partitions, studs may De Cut or Gtcrod �J a,, Cuttin or no c 8. . irFi HazaraS Y Bu,:de s,a.i ma'nlu,n cc ncro'r? a' U m^:mum tc,mpe3ratu'E� of L-O 'O a a0 r1p' t"<C din o' ,'S wl "1 •• e ng • + f ' • d ree5 for 3 pQ Son, ' ` ' 41707 S `O,O\tin a ?e n,o''C3ment Sho., be aCGU'ate!y placr c1 :Ina odr�quc'a,y t (a . '� .,ng O S,UQS ",lien LIaS iC felons are use(,-' •'1 nr, ntE)rlOf „_:, :a '�1n5 5 1 CODES 'he �nitorrn 3ui'd,. Code, Ir,t�s, c�di ,on, o he e9 y aoove 32 ccs roes o y g to a ali not grcxater h..:,) 40 cercent of the w,d.n o, t,,e stud is r Y ` Internat,ona Con«erenco of d�:ld,ng Cffloins, with poss.o!e its plccti�ment. Follow AC 3vi)? recom,menaat,ons for coa w•:•otne' supporx.l by conCre,e, mi ,a., or other app oven Chi�i�s, spOCe'S, or permitted in nonoearin par,itiions. A ho,3 not real-Er than 4U rcer' barrer ,iius' oe app,ea �`rE>r 'hf unprotectea foor.�`,:rlace �•J✓erirgs rrxxJifico',ans r Iota coag c,dmiristroLon, sha., govern wrong not concreting. mss, .•nr� sr?cu ea aC)ains, aspc�Comen. during tonere=te or grout U >J . ., r„ + , 1 • -, price?ra,t. TacK welding nb' oiiOv✓ed used Or F,ot(x;tion s �u�i be hose. for the; , '.�t,1ia Oft Of the f otherwise quad ied in the Speci ice ion. B. During ho N°o her (ornoen, tempera.ure above 80 degrees r , + tocrr, .r,., gypsum walboard. Irsulu'<-)n anC .:Dor oc,, cors in + . g 3. ,xcli Wnore sr,Jwn Gtherwise on ;'ruc,ura: Drawings, of he stUc± 1,,40th may be oared In 3,)v Avoca stud. 3ored hoitls not greater ur,t,nished woils `,nail have a flcime spread rating cj' 25 or less cna a Builder srxat� ,O',low ,c�c:or,mc�nda,icns .or hot wea,hor tonere, n as , 2. Site Wor ncludes a,; c;rno'i+on, site clearing, excavot on described in AC. 305? as roqu,rea to minimi;e temperature ana reinforcernen, in concrete snail nate concrete cover as follows: than l)0 percent of t^e stud width are Formitted 'n nonbearing partitions smoke aenslty not to exceed 150. filling, grading drainage, and related Items necessary to Complete shrinkage cracking of concrete. ) Conc.ete aeposi,ea against earth,..,,_.......3" cd ,n any wherd 9,=h bored stud is doubled, broviclea no ,-Wore than the wof�t matcated on Jrav✓ings. 2 '7,,rmed concrete against earth__,,........,?' two suchsuccessive doubled studs r? s0 b�Dred, r1 no Case Shi the edge 7, Framing Members 4. Concrete sho„ be convoyea ana deposited in accordance with 3� EztArOr faces of wars_..._...,._ ....w................3/4' of the bored 'mole be nearer than 5/8 inert, to the erige of the stud. Bored 3 in the event of conflict between pelrtgnent codes onC rctguotions recommendations of ACI 304. 4. .n'erior faces of wa;ls._.................._.......................3/4� holes shalt not be located at *no some section of studs a5 a cUt Gr , IotC'',. It ma*; become ne^..,essary to increase depth of fram,n membys 'G , and refere heed standards of these S Ifications, the more stringent �) To top of slabs - on-�raae._..__ _......•...,.....3/4 Q;,:wings, t pec 0 acc-:onnrnOdate thicker insuiaiion materials thou s,,Own on D provisor_ , all govern. 5, Memorane curing compound shQgi be provided or, a„ l)orzor,tal s!an3. Notches in beams shall not exceed 1/6 of the de of of 'he member and 1 surfacos Curing comPGuna snaf, conform to AS C3Cr9, ana snail be WCX'j7 snail no, be located In the rngcldie 11".!"a of the spar, Where members ora 4. Structural Sioecifleet,c,a and Drawings for this work have Deer) applied ) occoroance with manufacturers printed Instruction. l• Ma�er,als: notched at the ends, 'no no'ch depth shall not exceed 1/a the beam depth. GYPSUM DRYWALL prepared In accordance w'n A. 'own ,umopr. c « penera,iy accepted , practice NO not hint,;, permitted on bottom side o, bearri. to moo' minimum requirements of the latest edition of i he uniform 6. Except whe•e aeta,ied or. Structure Drawings, reirforcemert shalt •) Sawn lumber cecu�o'bns are based or, Doug;as Fir-LG'Ch, Provide t gypsum wallboard of type and thickness incl ct7 ad on Drcw, as. M Building C,odA not be aispiacad or cut to proviae c_,orance for penetrations, a`,cept as snnwn cit;�erv` se on Drawings, graded in accordance with �. ,oisis, rafters, and decking she;l not be cut and headed or Gypsum board work and materials sn,.jl; meet alt ,reqs ements of ANS; Inserts, or emoeciments. S,anaord Grading Rules of WWPA or Rule No. 16 of 'JCB, as follows: d,splacod to provide for openings In roofs or floors, except as No. A 97-1, for the 'Appl,cafion and Finishing of Wallic-o ara" .mint I 5. Speci ications onia Drawings indcote f'nshed struct,,,a Builder a ,.ani Framing - %;o 2 and bettor aeta,led on Drawings. CompcunC system mixed, applied, ana finished Ari cerrp'oeea with steal be resoons.�,e ,o, corls,rucort me,noas, procedures, and 7. Design, taoncotior, insta„a,ion, ansa removal of concrete b. -„ids - ,tib. ._ and bF er (sigh. , raming) H. ins all a:; horilontal me.nbers with crown up. ir,anufac•ufer's printed directions; to be invisible after tenisned, ` • « •tiP c. clls's and Planks - NO. ' and better I. A„ .-nernbers gn bearing shat ' ' ^ Conal,lons (;nc,ua,ng sG�Oty), exWa as Spec.„CC]Ily tnaiCaisd tormworK is SG;eiy ,� reSpOnS�D,.„y Of Builder, r � � ` g be accurately CU. a. .d a,�pnrri, 50 IrlCludin�� Jh metal Corner beads & trim, otherwise gr. the contract documents a �eom,s and String?rs -- Dense No. , rind better nal, tali bearing ,s provided without use of shims, Hearing posts 8. Anchor bolts cast to concrete shall Conform to ASr,V A307. e Posts and Timber:, -- Donse No. 1 ar d better snaii nave furl D'Ocking or su,)oor' under, Gypsu•'- wallboard an stud walls: cr-der nags at 7' O/c al' s'uc,s, 6. C:oostruct,on loads shall no' ovor ood structure nor shah they be e' Ali 2' lumbar steal' be seasoned to 19` rawmum moisture �. N ratters shall be notci",ed for fuil bearing a, oP supports. plates. -incl GIocxings - ,,se 5a nags with '/2' wall000rr; and 6r7 nails III) excess of design loadings ind,catea on Drawings, 9, Concretee Placement: Comply with AG 304, Placing Concrete, anK a AC cont ^.t. K. Aa )osis shall have a m nimum of 2' bearing a' suoports. with : '6” unless otherwise shown^) or Drowing!. . 3) A,i wood n contact with concrete, masonry, or soil shall 304.28 Placing Concrete by pumping MethodLappin; gists shall have v' taps centered over Interior supports. 7 Buii(jor shall; ver;��r a,. materiois, d,mensions, and COnUitions be pressure treated per UaC Standard 25-'2. -. Lec .ars and stud wall founciator) sill plates shall Dc- Doited to CERAMIC TLE ! shown on Structure, Drawn s or noted In S'ruCturol S eGt,cc., •ins. MASON,Ry B G,ued-laminated members shad be Dou ins Fir-Lar(h or equa;, concrot�, with anchor bolts of size and minimum s ,� p , Q pac.ng as shown on Any varo,Aces wM- . 5'ructura, Drawings and Speciticot.ons, or with 1. Masorxv Units: con,orm,ng will) the A,TC 'J-82 and PS-56-73 fooncateci with wrt-use Drawings. At lots' two bolts steal De Provided for each piece with All materials, installation, and v••orkrnanship for ceromlc tiie sr,c,' ” conations :rlcounterea a' job si'O, s`lo, JB re rtes o Owner it A. Ali noiiow concrete u,^its sha,; oa at leas' 7-518' x 7-5/8' x adhesive, u B.C. s andards No. 25-10 and No. 25-11 and for wet one bat wth,n 12' of each end comply with ANSI Spececx7tiol' rs :C. .4 and r', 108,5 ai^r7 'Har,abook *� 15-5/8' cna si,)a. prove e mn,mum unJDs'ructea vertical, co e, with G conn:„ons of use, M. Xi ply^wOGd wail shea'ning shall be plied as Follows: Center for Ceramic Tile instauation' Pubiishea Dy Talo Council of A,"nerica writing Dorene commencement of any wOrK e.,eCted by Such variance, p r p least a,ma^s.on of 3-'!'?' when !aid up ,n running bona, unless ) GraOe combinot,on 24F-V3 unless otherwise specified On var',cd ,ants over studs and center hor,zon'al pgn's over ?' and tare hereby mode par, of *,h,s specitrotion. All tile sf•,a', Comply 8. Bu,.der sl)d. rigidly adl)ere to allows. codes, and ora nances ott,erwse�saec,`,aa on Drcw,ngs, brow rgs + a0c,cing or pate. a' top o' panels to doua e top plate, and ra' with ANSI Specificaibm for r.eramic Tile A 137., Ainctior- ootwe.�n ' whgcr apply to t�s wOrR r.e src., no'`y and receve c,ortgca`on 8. V'as,., o contc,nt of r,c,i.ow corIcrelo urts per AST,,; C90 at ^ C A p /woad sho, be ident,,,ed by grade mark of an approved po tom Of Acnes to anchoreu s,,l plate. Appiy gypsum boara so iha? dissimilar surfaces to De grouted wi'r, v,E, jiucOr)e ,f?uPDer ;;ec, ant, ; from Owrer wr,tEng o' any vadat:cps between controc` aocuments time of raying shall not exceea 3U`,K of total absorp'ion. specto. . agency and she,abe . ander . C D, Interior with ex'. end taints alt adjacent courses dG not occur over the same stud. or approved eci.xal, i glue uness o�, ervviSe spec,,.ec on Dra,..•,ngs, and governing regale„ons. D �!yn' t„^noor deckin sha., be constructed with 2' tongue and Pi ood sub-floor and roof sheathing: Install \y;"1 face Nair, RESILIENT F'.C)ORING; 2. Morar g 9 Yw 9. A,, 7cinufac'ured ^naterfas, comoonents, fasteners, asserrbiies, A. MOrtor sha, con`orm '0 UBC 'ya^ 'S', ASTM C•i/6 & AS"V, C9,. groove pro^.K commorcfa, ciecKinG prude morked by on approved a' right angles to supports, continuous over two �2) or more spans. etc. Sala oe nOna,eQ Grd r5'C;ied 'n aCCG aanCe WI1h B. ,Moller :;ha•. fe'emoerec a5 requ,rOo 'r3 KC'C'p pr]5',C � r "i�f; it F?nctiF Decrt,rq ShG;, De tela .n accoraar)ce with Section A!tOw mini^.um Sbace ,/i6-inch between end points and i/8-inCn G" Hdge PrOc�de sheet vin/i `00!in6, all areas indicated by Ow r. Sheet , rJ��ubcturo's ,ns'fuCi,ors cna prov,sCr of apolicabie C30 Sha, De used v,.','rin hour o` in'a. rrYng, a^a Sna,, r,�t be ,h / DE? fandOm.y SpoCed. ,OIn1S `4f expansion and contraction Ot panels, vinyl s,na, De .090 gauge, 72 Inches wide oy ,.ontinuous lengths, in 25,7 (�7.3 r u6 v o,n , Ir such p;anKin may t Rest-�rcr. Recornmenaot,ors. "Jnere set. c marutaCturea Products are oi.owea to sierra for longer t,l)an i/2 pouf wltnou' rem•x,ng. Mini,^il,^^ cxov sea c s/s'm is app yea 'o no. less ,han t ,roe continuous+ N. colors as soie-tpd y _wn@'. Shee` `✓I^yl installation sr:o6 -)On ,`l)9 caloa for, generic equas ••wn,c,h meet app cobie standaras and 1800 psi. loans, pangs err center marched, eactl pia. .k Pears on a, east one �. underlayment: Permiflor-Plus Instaila'ton 5ysiem. Provide reducer strips Whc''�? a supp('jr` ona ,ants are separated by at IE.est 24 incnes in ad acent leaving 1/,0 inch p soec0 teal ons may oe usea, required, Cut to and ar;Aj id all permane,"it fixture;, pieces.) 1) Lay underiayment on #6 Rosin s!zed sheathing poop, or maximum, caulk with G.E. Silicone Sealant, or approved ©gaol i equal cnbrovea produc' ill. No variance by o ix�,,ding O"icic, s-,all be b„�iding on Designers. 3. rout 2. Connec'�ons: � �' + � 2.' Particleboard floor unCaeric or„ shall conform to Type ype i-M GLAZING: A. G'Out snc, L)e oropor'r-)r-roc r` corforr-,Ante w,'n AS-s,; _476 or to saneed '`/pe 2-M-W of 03C Stcroara No. 25-25. f .., iiu',o� s`a,l inveS iga,? S ,1; a�"',;, C nCf,ng anC Qat ,v�rarK .^ , .n� ^• c• A r•ra. ^, �1,,rimurr. ;, r ^ . t « n ✓ , , � except Os O., erwise Spec , VCx.rr,.,m size oggrEyu�E s oe 3/u . 9 c.. G reau,,orne, .s for standard Connections unaerdvrnen. shat, be not :a SS ,ha 1, 4-I,-iCh ,n 'hicknesscrnc shall o::e•,: . `� f�1Ar .^�.:cavdt,ons o- .��,r,ea s'ruc'ufes s��C" as Cess . � ^ n . Temeperd glass shall comply with Federal Standards ,6 CFR 120, i, .� . . s 3 Grout .,,nc. • .ave a'1 average a_8-aay u,L.^na,e co,rr,press,ve 1..less s3c,c„ica„y shower o, notea G`"r3rWi5E. A6'orr at,c na„in Or be cien'ifad by grace marK of an approved i,-,s t pc'o_, ..5 u`nS, ,O..nGC'G. e'G. , any s,acn Items are: �u'la, Owner siren; .h of 2 OL) psi. Sap 'y aev,cCs S-)a i rot be used w,.nou' prior a �` , peth c pgenC`/. .e hc.,,,, ^- t ,, r„; „ , ,,, � ^, p approval o, me,hoa unac3rla mer, Shat, po ,ns�a,iea .n accord..�ce with cone anti vs\ MCIS�u� , sha ed � .mec,a ei/. C. �rou, s, .a:, oc . xec w' . c,en' water to oe properly and 'es'e,.or ty Owner. recommended by manufoc, urer. �E PRO'ECT,ON• I ac0a it ce s wl;r.ou' seg "l. c:c.cfll, shall nee' be p,ococ Qijci ns' basemen' rr tc;r„n,d wo„5 p ^ '' "• Apply in strict accordance with manufc,�ctura%s printed D. , ora• s,,e, no' De used ,or, or ,n, the groan i/4' 'o i/2'. 6d common car i-1/2' rnng irlanK nails- Instructions. o .e sro:, De, a o.v�cl ,n grout. r ! k ,”,:acre e or mosnnry grow, nas recchea ,is spec„iecl 26 cloy a ^ 6' o,c @ edges & 8' o/c �:lch way n Meld. F. Gfou s. n:: be m.xoa in o rhea ante r-,xfr .c' a, ,•r as, , Size o .�a' 5/8' to 3/4': 8a common or 1-'J2 ring shci,K noes- 2. Caulk all ,otnts arc,l,nd openings to prov,,.j, u water',Qn' a^,a s,rrna' minu'es after a,, water to c� used nos bcOr•n alone g?eoa n.xec grout c a 6' o/c C� eagles I B. Ana, st; ,c'.r:.l ` ,c� `'u^^,ng ( ��,udin pl wood subflOor) , a a 17 EM �o. or Sox o, ges & 8' o/c 90C-i way it, rield. alrt ght s9ai. glean jonts 'nc rou4;h y X rias ad acent to joints y , g 5'le ,, COn•v""1 'G all aDp,Cap,e SpfyC CGt, ins G, AS' 194. O Wa.Or O/C Of Common nails Shall b9 masked ,` recOSS.7r tJ OD'r,^ '] neat $Dal , ,,'e, free: r` } roqu,r©d 'o s,aG. c3 wars s com,�,e,e ana ,u,,y nailed ana rima, be oaaec 'o rf<-idy r•r,x grow a"or is u,scharge from rr,ixer. ,as' O. Building Felt: stains or, od;acent surfaceS. Joints greater than 3/8 inch in ae-,tri anchoreU. Grcu' shall be aced wi'hin i nour of ir),iia, mixin `1� nal: to oiatas or girder 3 8a ed with bocK-up materia' p g• b shall be 'l;f ,. � "o oo,ve, aifor�j'c a:'s 3 '6d FOUNDA'O%S ,, _ r , . . , Cover surfaces behind s;d ngs, shingles, ana where inoicatod on 4. Specified a8 d- co^^c e�',,ve s .engtn Gs ae,e,mneo by pi s^-i es,s A, laps over bearing, ,ace na,i 3 ,6a Drawings wit as��ha,t-saturc�tea, nor,-perforatea, fe' without wrinKles 3. Ail loca�ons Indicated on Druwings a d wherover ar, water, or shat, be 1350 pis �`'m=.'s50 ps,J. $'JOS r puckes. .00 horizontal joints 3'. 6' at vo;ilea' torts, and dust may infiltrate be'ween construction, members ana as airectea by 1. Genera: ono nal: `o plates 2 'ba cc-ry into OpeninQS, up wads Z and down Sides b' mini um, Locate BI liC©r shall be caulked. Set 0091'10" EPCges of oil exterior � r^ 5. Proper units s"I be used tG p"oviae for a,; w.r,00v`,S, aoors, bona Or toe na,i 2 ea, siG9 4 80 . � ,' � A. Fo,-)tinq thickn3sses _ ,ow, . on D swings O e rrc, .imu, ,5. . g a end laps o cast i8 rom in,errai and external corners, thresnoids in CouiKmg io provir� ..•ata her tight seoi. B beams, lintels, p,iasiors, e'C„ •wi,n a minimum o, cu•„n loo ;),o*es 1 So rte togEthor i6' a/c 'ba THEIRMAL AND MOSTURE PR07ECTiON: f 6. A•., -nasonry units Srol' zee C•ean ana Souna wnii •o`/�o up. -1o,oW _Dos Pr, .intersections, face nail 2 1601 t C Rjiicler shhs J, -9 respon;c, t0' support, O, all temporary corlc,nl,e u",i'S 5`` i•, be dry Wren .a'/eo gyp. Stone ar�a oriCK Units NOCK.^.� - n emoonkmer.ts and excavo'iohs, . Abply Standard Dry Wo., Products, Inc. 'Thorosea -ounaG lo. she„ De sa'uratEa sur'ace d y when ,GyeO up. o c�ate 2 ba Coating', founda' 'n wateroroof,ni.�, On a:, baCKf,li faces of 'wa,;5 2. acKti,,. or too r�cl, celow earn nrr� A ��� ^ f r, f r c a ) �e where .n ter or face o, we. is toward err-. ciec'upi ci CAULKgt G AND SEALANTS: S: M 7. Lay masonry/ n fur„ g Dond except CS aoslgnr,'e,•7 O Cf..'Se o, i 'o,ois s oach sae 2 1ba space Prange 'Tnorogioze' dompproofl^g Coating On C. exposca A. i;�.c c`' s�a: DO biacOG n 6-irich maxi ,um ,tis a a conpcctea Drowmps. ?rovide masonry bards G' a.. corners cna n.ersec',ons � nail �� 8d Surfaces of Concrete wa!Is coove eartr•, grade and flotworK not coverea CauiK and/or seal all exposed e.,-.terior and interior joints above 0`11 n r Z �'dp'g'b by '"fish fDor molerlals, d. r) strct conformance with below' razlp and C!I those Interior and exterior ;Dints Gra a penaa c_, to a m,r.�-,�, aen.•�'i .�f 95� (under slabs-on-grade, and 90� g � p - g ' 8 Grout a., c13,is con,Qning ron orcemen,, bots, o' inoccl,ea as 'oe nal, to;b,s,s, each end 2 8d manufacturer's rented Instructions. concealed b other building materla's. flashln s etc;., with Caulking i (elsevihere) o, ;nraxir•num density a, optimum moisture content as r p Y r 0 g . grouted on Drawings, 'r'v'ood, paper, or ca,anoara she, no, ne useca as S,uas Bete-mine.j by AAS•-i'O Standard T99, cna/or sealant material at exposed areas in c,�,Gr as near as po`,S 0,e groin dam.,. Cornt�r, angle or multiple 2•.' o/c ibd to match abutting natural or panted finishes, B. Bacw`i, shad consis' of non--oxnarsive, free-dran,ng, Coils r.ot fl;,ed wIr- grout shah be filed wth vermicuiite 2' x ,arr:'natea beams or ilntels 2. Provide under ail concrete, slabs and flatwork with 6 mit. 1 prednminanry granular matefici, free of debrif nrd organic material. r « og C' O/c 16d ciack visqur�en. All lops t2-inches minimurn and ,aped tight, um up a :MATERIALS: poured insulation material. ALL cells shall eCeive till. Spire t ether , , T « Doube pisis or headers vertical surfaces 3-inch minimum. Patch a'I damaged vapor Currier 3. Footings: 9. Masonry shall be loyao uo and grouted r) lifts not exceed ng Spike together, along ea. edge 16' o/c 16d , f immediately teat e coverirQ. Ali concrete slabs and flatwork sh.7,l Caulking compounds indicated on Drawingsand corn©sDOndin�� to the , t 1'-0'. Vertical grout pol,rs s7cil be stopoed 1-'/2' De;ow the top of have minimum a' rrnr ,f 1 A Footir, sore si7eC for o min mi,m iota IOCd oeorin pressure of g' ei pad un;ass otherwise specified on Drawings, tdlowing list shat be D/ Standard Dry Wail Products, int., or r g 9 p the 'op most unit, Each pond boom she, be grouted with lift below. P'`JwoOd and Particleboard' Spec© nails 6'o.c• at edges and i2' oC. c r 2000 psi, oxcepi ^s shown otherwise on Dfawings. � « approved arxy complying v;Itt•� the app►k;able Federal •.,aeclticatior,s• ■r- , , ,nlerm©d:ate supports (i0' o.c. intermediate sunporis for fiocI INSULATION N B Footings shat, be placed a a pep,h a con�Orrr; to loco. Codes. 'O. AG beams and �intF!Is shall be grouted such 'not horizon'a� grout eoprene Sealing Tapes anr� Strips as manufac,urt�a by DuPont, ll C. Final 3' of excova'ion shall: be removed b•,r .jnd tool operations Eastomer Chemicals Department, or approved equ ai tr.trove; s limited to two fee, SuD,coo , root and wall sheathing (,o ,raining) 1, Minimum nsulation to be as follows: in orclo to cissa o una,s urbed bearing sur aces. �2.' and ms - 6d common or dotonmed s anK. ?oof ana ceilin r� O 31 D Footin,;s sha,. De founded on firm, undisturbed, rc7'ivo, free 11 All grout sho: be thorotjgh,y conso'idoted, and reconsoiidatea, Y- r -'`- ' /3�' - 3/4' - A.� common or do�cxmed shanK. draining soil . CondI ns found to me otherwise she' oe rer�xyted to using a mechanical masonry vfbra'or. Ccr,ro,nci Mr) Subtioor-underlaymen': F Dors �wooc✓__...._ ._ .._ R-'o O`^�r'`" 3/4' and less - 6d deformed shank, F; C Bottom rface at footings shoi snot slope more ','ran ',,0 r, r. , , Dors concrete)_.__alls � R--6 „ %.ertical to 70,0 horizontal, excec' ns shown otherwir:3 ori Drawings. 1� Masonry s all no oe toyed up or grouted when ambient ,er�perature Ex'orior fc nidation wars g is below 40 dogrrjrs F. or above QO degre3es F Masonry s"C7, De (basement)__._._._._.._._.,.? lg . F. ,NO excavatkx) Sheri Do made (ower cr,d closer to any footing protec,'nd from 'r0e7ing temperctures for c, -,as* '4 days after 2. Cold Wa.s: than 1.0 ver'ical to 3.0 hoflontal, except Cs shown on Drawings. I When ambient 'em raturos exceed 70 degrees F„ i,nits 'na c_COPYRIGHT 1984 G A' ground over w1i footings + slabs-on-grad© Or© to be �� g Portion of building between living space and unhea?ed garage, --1 i « , r _ fxw© previously been laved up shall be von a very tin@, hate' foci C Archer all studs at door openings, ends, and corners of walls which storage room, ana portion ,of wail above ceiling of an ocipcentt V ;aiocod shad be ire© o, expansive o. ,_ornpressibie dote Is and organic spray of water every four hours until 481 are shec heal w' h c)l , gypsum hoard to bottom late with 2 p y ery Ours have eiapsea Since Y`^eoGd and/or p section Of u s t I l I N rrxatenal i`�. dwelling to be ins.'latex sam.� os rob,,laying up. Simpson A-35 framing anchors.k. FootinGs and slates-on-c�rG,d© Concrete shall not be piaCe� On D X manufactured connection hardware shall be as designated on walls, or floor G; dwelling. L 0 muddy or ,rozen ground. Sub,1�rode for slaos-on--grave where vapor Drawings and insta,led and full nailed In conformance to manufacturer's bawler is riot required shall De acme at time of concrete placement. MILD STc:7 RFi%FORCEMD JTS FOR COtJCRFTE AND Mf,SON?Y ins,ruc,,ons and applicable :CBO approvals. 3, Vapor Barriers: Either 'A', 'B', or 'C, 'D' is marUatory, ` d r:OtJC?�` All sloe* connection assemblies detalied on Drawings shall be T � !� All wa,,s and ceilings b be foil-baCo.ed one side Insulation. ' Mild steei rernr,ircemen' for concre'e and masonry construction abr;coted from AS.M A.36 steel in conformance with appscable requirements B. Fol-barked gypsum board on the Inside surface of exterior shaK'be manufacturea. aetaiiea, fabricated, ana placed ,n accordance o' AiSC 'Specification for the Design, Fabrication, and Erection of 1 CCxicretr, corstruct!on spa;: -,onforrr toy Sppeecc,tications for with of A, C ” Steel for 3uilfor t '. Design snail conform to AWS n o •ovalis ithou' fel-bOCKed insulation, a Strur,'ura �orcrete far 3lJ'itd.mis' (ACI 30'v, 'Recommenooa DractiCr9 C. Pr•'ya,hylene applied across the inside of studs without 'Bu.ding Code Requiremen s for l?ein orced Concrete (AC, 3,6R) F instal tag screws in drlled lea holes imth a diameter ocluai to . - 'or C=oncrete ^am Nor;c` (AG .;-,1), ',)©commended Prac.,ce for for 3/4 o' 'l)e shanK diameter (b screws shad not bc3 hammered in). Wax Or toil-booked Irsuia,i m. � 1! ana 'Manua of S anaard Practice o, J©talgng ,,?eintcxcea Concrot9 Q D, In crawls es rovic!e, 6 ; 'I back poiyethvi@ne sheets or Measuring, N1t;irg, Transpor ing, and Placing Concrete' (AC, 3D4;. Structures' (AC, 3i`1?, AG SP--66) and shall be aeformea ste©, bars soap lag screws. Provide washers under heads bearing on wood, HOies s,1r)a 'Moistop' over i re area and �i the exterior fours ti ' ,, con,orming to ASTM Ah15, Grade 40. be properly aligned p dq on .. ; ., Ccrcreto ,'1a,, ,,ovo mtnir)u 8--dery fiold r:ured comDrF,ssivr� . r walls to the m idsi,s, Wall ire:sulaf on (if stlown Or. Draviings) to be r strong, o'_X-A-)O psi ©t:f7r•rx�> .t�%� .-<+e,TP CIE aSC0ph.j, A Iles, stirrups, enc hoops shU,; conform ,o AS,Mi A6i5, Grade r 4 app y + lied over ,he dol ethylE•na ver hornier. Provide '2' minimum laps 40 G Boit hoes shall be a,u,ed 1r 16 larger than bolt diameter. .�v B. ivse air--ar,train;n UUm-)euro r1 ae concrete, rovia!nq not r r , bety:eon iv ro sections of vapor barrier, and tape tight. 1 a ,, p � B. •le.nforeome3rt shat, no, be ben, In the fed �niess oil of „�© Provide washer, upper Qu bolt hacads and nuts bearing on wood. Holes ies5 Irian 4% ncx more han 8% entrained air far tonere e c+xp,3sej 10 foilow,n; proviSlors are rnet, shall be properiv aligned. s fre0 ,r,g and thdC vgn and fro-,-) 2% to 4% for other concrete Items 4--5-6 optioe,o,, choose One: �• + � ) i ne bars are of size and smog:err !r C. r�arr x ures Con.air,r'fn choride saps shat: not DD ,jser;. ,n no case shall m, ,t G 2) ASTM A615, Grade a Dors are provided. � soiignment be allowed which provers 4, Blown Insulation: tri,,,,cnes., may ver with manufacturer, D Vaterials fix Concre'• 'I, Por'land Cement - ASTV, C 150, Type proper boo,1;j or aiignment c members. Oversize holes shall riot be Y rY os requ rr a 2 Aggregates - A57Vi C 33. 3. Water-P:) ,;lean, free 2. Weidel wire fabric shall cor,;arm to AS, Ai85, In as long leilgths allowed. Bots shall be A307 bolts, Nuts shall be tightened Snug, R AND B CGMMFRCE PLAZ,. of al,, ac ds, o wai and organic ma"or, 4. Air Entro,rng Fber las ?ockw �i C:ei close c as procticabio '?-38 17.58 '275 Q.5' SUtE 238 � Admix'ur© - ASTf:' is 260. 5 Water-Reducing AdmtxilUe - ASTM C 494, 3. lns,atation: �_ 7000 5'l)' HAMP'QN , Type A } 3. Splices; -30 ,3.r5'• 1Q.�5' 7.5' TIGARD OREGON E. Mornbran,.�Forming Curing Compound: ASTM MO(e. A. A;; stud wa,!s shown on Structural Drawin s-st” l 24 1'QQ 8.25'. 6,0' ,., r. t� rCl I have 2 x � , F. Fon Varor,o,` c +. A. ?ein'orcomor' .r conc:ote nno rr.asonh/ sha, nave la .en the )s surds p,Gced a' i6' o/c, excr'.n' where shown otherwise. F1-14 8,15' 6.50 4.8' Q7223 ! t/oe to prr)v,d0 :.on, rJCAZ, , p - i, (SC )624 055: exposed concrete .>urfacr�s Panr��-` � r 8 to;iows, .nless off;erwise spec ,ea ori �raw,�gs. 3 ,op pares snaii be aajo_d on all S,ud Na s, 5. Balt insulo4bn: F'b©r ikis Oaf fCk . : tnpi 00,11s n1,h/ be used .'1 ” straight, s:�oo'n ',nis!�. use iaryest practice sizes .o f'r'i^,^1i2e f7�m C. Crippios upper hcaal:or$ spa.; be continuous to so; p• a RAN NP. to 1i a ate• combinations `o obtain higher '7 ra'ings, 'hic,(nesses snovr✓n Cre for �i size �Qng,h In COhCfe:'e Lenb..^, ,n VlaSonry ✓ C,GCK ail 5.Ud �Na65 CJS reC�UirOa for shQQtnin+a. �rirGT I 2) `Jrexpor�COrM)*,e Sur'CCos: Su,;aole Materia,, ciressea ori #3 "-6' ?'-G' 3i;tCkirlq J” wide Of e ua; ae tl) of tr. mem rocxwooi, iDESCRIP at ;oos' 2 odgc•S are' rno Sao for tight fit. -' -- _ ` 6. ,+,- 3. rnernoers are nr-i eal'o a rim hist. bre sr a, be R- 9 _.,.,_.__.__._.._ , 'fh;ck 'ck p F3 r S sr) ail ?'- prCvdnd LXat`wec,n r rafters G their supper,S, u111QS5 =1�•••••-•••-.-,-.- -..,b 2. ,h' I �B - F ` 2. Concrote ,hali be of . '?Fad , )ed Concrete' and sha;; conform -G _ NAW. GEN NO'CS T ! y v ) We:dFX7 vi,',r0 fabrI(s snal be iapoed one glia width pigs 2'. F. Notching and ar,,,,,�[a of ,rc•mir,p members ?-7•�..,-...-._�..--..2 1/4' 'hick f ASTU, C44 Mix gesf;�r, al'ornate No 2 Ick )ATE- 2 ATE ` i ' p « 4' maxmum ' Re r,'acemen' s.na pro ben, cold. R-5........-......-______.__,l 1/2' thick A. A o, locomen,, torrent,o shat' ave a slum o, 3 Reinforcoment S`1c7,1 rot be weiae«7. 1 t�„'r nc�s on the or-0-5 of ,a.s-s shall not e. cl �d -;'4 'he bis' deDt'1. Rte' (prr A, V �i43). �,otc`,os in fne top ci cx-.'torr of foists shall not exceed -i/6� `l',a oe th B. .AI, Ccs^r:rfltU sh�]II Ue 'hUr01 hl` consolidated duan ,r;rgment 1 • a • p 6. insulation, rigid ^ cHFET / g p - 7nrj sha, no be loca'ed i•, ne middle thni o. ,he sprue. Holes bored A g ape Styrofoam }' user.- n r nochanical viC crtor. n �IS's snarl not De with n 2' o` the top or oottc rn o` thy? ,Dist, anc.j (Polystyrene) A NO� T H0 E-S' IT L CIS3�\ !� 3 Cor)cro'o whim Dian-go Shall "1^.'ten C tDm E'fC'Ufd bp'`nreen ;.O d legs the O.dr1ie10f Of any SUCK r,U1P steal; not exceed 1/3 'ne Gep'n of the joi.it. � L?eihC7le F, eG ,hick 8..,3 1?--5 a)d 70 ;�; rees F. '(3ml)yratura �o,,crrl o during m.x,ng o i/2' thick ?-725 I anSrortatiOn steal never toe lower t�,,an 40 aegfees F. nor gher 2' thick -'6,66 R-lO.v FF 11 'hot) 90 F. 90 r 3' thick ?-25,0 ?-15,0 Greenbury Rd. 9925 .. ` BUP 1999-00420 5 of 6 fir• j III IIIA 11111 -1 11 I I I A I;II I I I I l Il III (I 1 I I I 1111 IIIIIgIII IIIIIIII IIIA I I I I I I I I I II I�IUI�I 1 1 ! 111 I 111i11 111�' 11 1111 1I 1�Jill NOTICEIF THE PRINT OR TYPE ON ANY S NOTAS CLEAR AS THIS NOTICE, 4rb !1 IMAGE Il C IT IS DUE TO THE QUALITY OF THE _ _ _ "°38 ORIGINAL DOCUMENT s s z e z z 9 z z z s z z ' t1 z o�z s i e T c t 9 T sIIIIIIJ11111111 T z T �e I �LiII jj III'II�IIIIIIIII�IIIIllllllill�lllllalllit1111►Il241( lilllll�1111111111111111illlllllll�ull I >1111.11►1�11'kll If( LI I I IIIIJII111�111111111�1111�1 I�illllllll� III ILI�LIIIII�IIII �� �� ii I II�III (IIIIIII►� ►IIIA 1►►i1� f IIIIIIIIIIIII111►IIIIIIII1111 I I III h cor ' ..� o> �at►a ..�' •r�llo� N 11W�:�d — O �lul) X03 aZh .u+ Pao an.oyddd 1+11 anoldd�c,�+ •t , : � ; :' ' �P... X17 p O �n Lu U_ PR£FINISHED SHEET MTL ROOFING 1gvTO MATCH EXSTG. OVER Ib"FELT OVER 5/8' PL-TWOOD ROOF SHEATHING 32' (MIN.) CMU. WALL WIDTHS, CONTINUOUS BNTMTL. RID,5F. `,'ENT -- SOLID GROUT, i 2) Y 5 VERT, j MATCH ROO= ;OLO'2 BARS EACH. END OF WALL NEW b' T.W. O.S.l9 Q LAP SIDING AT ,LAI- END WALL I i n I � I I i I I I �I ► 1 � I i I I I I , I I • _ 1 � 16' BOND BBAM _ PRE-FIN. OSS. TRIM PRE-FIN. O,S.B. TRIM 117 �-� - -_ _ PREFINISHED GUTTEFz -................................... MON 2X FASCIA TO ------ --►N I�Np- — _-- _— ----- _ --- �^ i w LU MATCH EXISTING _.--_--________._ . _----- — ___.—_-----� '✓ J �� LL �. 12/0 X 12im OH DOOR 12/0X 12/,a ON DOOR 1 I w LL 8' C.M.U. WAL! � _ _--- —.- -----_.-_ 32 (MIN.) CMU. WALL WIDTHS, $ LID GROUT, (2) M 5 'vSRT. BARS EACH. END OF WALL. A'�( D uC.i 0 Z. X� _........ IN. Lu ................................................. LIJ __...__... _ w _ _ _ --—--- -------- -_ - - - - ------- -- �_ - --- C r-_' 100, NEW ADDITION wN EXISTING BUILDING FRONT WALL- 8' C.M.U. WALL PROVIDE (2) 05 PERT. EACH Lu (� END OF EACH WALL W/ 24'X 12'THK. I CONT. FTG. W/ (2) 04 CONT. (---- PROVIDE 45 DOWELS AT 48' O:C. :AT rA. VERTICAL BAR ) V I ) v 5CAL.E 1/411 11- oil z \ 0 CV4 c `\ w U -�'-- Lu C/) NOTE_ 4Access Door w VERIFY AND MATCH RGeet C/) ' EXSTG. 7RU85 PITCH 12 2X8 BARGE RAFTER RAFTER ADA Req is 4�, PITCH - AL Z U�-• rILL W c 3 t............................. ------ .................... H __....._ ... _» ....»...................................................................... .... »........_. -...................._......._.._...... ..»..»... ........._..-__ .._._..._._._ ... � Q° �c�� ���� � �k WALLS W/ _ �9�aA:WIT�Fa HORaX:REINFr ._........... ............_. ....._ _ ........... ...... _....__.». ......». ....w _.....w.. ...» _. .. ...... .. L $ -----------`-"�✓��LRT-.-x-48-^-O;O-�4ryPj-- - �,�4GY� T. � C k 16, �j Ova I --- _ (9)(—OP YF�IG HT 1'1- C(r _........... . -. _-..._._.-........_ .. ....__._ ... ._............ WmA ! HEAD i _.-_. _ ... .. . .,_ . _ ...._ _.. ...,._ _.... -..._..._....................... ........,. ._.._.. _. ... . . ...... . .._......_ L, ----------- - -------- - ------ -- ------- - -- - -- -- •----------- ------------------ L----.,-------..---------------r-----r---AAS-r-------r r.--.-.-w.-) A b AN f' 7165 SW FIR LOOP, SUITE 104 —� TIGARD, OREGON 47223 t:L TIOR (503)624 0555 PLAN NR; - --- -- - - --- --- -- - SHEET -- - -- DESC`0- _ SCALE I/V = 1'- 0" OB :�RADDN. NAME: DATE: 4, -, s I2EV P Greenburq Rd. 9925 SHEET NR: BUP1999-00420 A NORTHWEST 6 of 6 I► I 1II II IIII II II�I�III II II I III II III�TII II II�1�I I I II III�II f l�_I I�I I�I�I III �III III� Ili Jill 111111111 NOTICE: IF THE PRINT OR TYPE ON ANY II�I I I I III III1II0ILI III-I-III_I I!1II1II III I III I III�I�,4 6 gIMAGE IS NOT AS CLEAR AS THIS NOTICE, II IT IS DUE TO THE QUALITY OF THE - - No 36 ( ORIGINAL DOCUMENT241( E L 8G LS G �. iL 6 G tL OL 8t 8t Gi t 4i �i't �si St tt i I 8 L 9 #1 3IIII IIII II IIII I VIII Illlullllllll IIIIIII Illllll uul u�l�lul ul llllClll I ''II I I�IIIIIIIitVIIIIIII IIII II I ,,..II � III Illul�lll IIIIIIIII IIII II�II�I II 11111....1► VIII II IIIIIIIII IIIIIIIII ulill�l llli�llll III ll