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10350 SW GREENBURG ROAD-11 _ I 1 CL4C '. u2 LOS zc 9swg. -v J.�0 7::vliis5 - _ _ - PFPP. Llaty Case lupi to Raa6aruit/LtwcoJll Celiac pw (i _ 5 .�. • . �v Location .li." S.Y. Greenberg loadcr " M. 7 � J, � 1 ' r I' _ a►eaxm Oregon,9PY1� l0 p -a' t` ` I ! r ° �J c paa-L�aO Jurisdiction: WsAfngtm County e.. i t / .. 1 t.f�� \ i ) I I I _ I ( Design Cade: we A as maended by the Dragon 1. ~ ` _.. laments - being: R-7/eifiu. ca�rdai > - :MGw,-Vfgn•1�. [t T--. ,t`.-. T..+e14 wq TRO:L� - 7- or I�'' Occup. Gnw: 11'aq A. 1 v. 3 ��_ - .� 1 _ how - ' / F +�•e• { .aa- r't YDIG"fFa,�� or e i ' Sol=IC Zone: w� ConstructionType: YPe: t2.t s . E� ]. \ et 2 . 0•f%� \LZ r:. / b r 4 ' .; �NLw 4T."I(M , �N, fat am•M,, " ' I[ It 8ulldin9 qt.: - 1 story u a �.,d vtm� I ,4 fest _ a_.- - 1 ._.. i .L. L... _ I _ _.. .� ._-. - � �- noirbnan a - �� ._ - ice ' 1 -trwv+ � �ir?w.eu� 1 ronly lneyAF;.. _ .. f, Y4MC / _by.T srLwa-9 J (\ ..F� •uat 4 Grl1. e•ma5 - . ... Basf•atlt: cone kMrT In wo ' r , _ I ' S. LMS.,? ! tt<. (%' Nrpr+•>•.Ot+!-,;;-Z" •. , . '• - q, Parking tagat ra6d 3y S.F.- 1/asab a areaee sl us Ra'Har7 /wuiq 1/GO 5.Fof esabte area las 7970/60 -87 J - y ,l I I I rty I f %�� Fruam+'fL;Q fr^urti> / 6 ; Adtlrc,; S F Parking nr Ang;as• _ n7 al locsled Gross; Floo a I 1l ll`` ( TGD. - G•J.L �,- I •"•g' �t .>YM�-_+wrWNa •-�- �� .. r. .___. . _ �•'�VWe. - f ,�� • .< .�.c I ' N,+.vMw..tM1-.. ` ,r `ii J9�•�'° rile h-�Ow .,(Fntri. Lou e. Mind) �'0 S.F. ., I a _- �• K;�. rT/Lr I of ton , Ta¢ciW �i,sttK 7fFQ 26e.t7 Alhrel '+ 'ell w,�i br uewo'� s f - 'ae'AliV- �.+ ay T Y.3 MPnmJ _. fSccJPant Lad: TIhARi- 1- r. CtC1 I' :\ Iq Y+ _ , ,rano"F' � I hOraWt' )�kp Dim o ' .. ''. Ili"! w � r • ! .J; •vtMdn ..�._r.-,.s..�._ _ _....-- ..�.._ .v.'_ _ _ S INCAS / ♦ , , I '.\ ,m.e�t d;:,i: i ' +15•.Y;e-:++11•v ��y A 1 rL- i � v uNL. =¢,y-°5s C pw'L-* \1 i ! 1 _ I. - General Corirac;a. shall Focyls rlth.all applica►Ie codes i -'A C „tie I! •r\ � I i �•+aS ..Afs L --._ :: �. ..- �- .. . .. ---- - and ordinances. IGI � y „ 7 u • `, r 1 `•. .-'tF 2. General Contracw Shell *VF all dRwnsfas end exist- vc'CC`r �•' fry conditions before Pr-!"n eg with rm•!. �woL'fY Anh- _ r-�iv won+ _ \ �` Itac• of my disc-Tomes. . '-i j -.ear sr< ttn�fq •o Ol•.s»a. I � ;,.p:J`r T.Lt / plar3N.s}awlrb 3. General Coaenetar email•aylq,#,Iy fedi Maria Rinelf I I , I Pr P.-i v o,°. --- . , { 1 with the wehanfea9 apffc%L'rico: per"an of the .err, / I ... , ' etzr. 11- •� s ua.�.wmt' ' ll~ � .,Sci 1 Provide Jlacatas tans of�Lnc�rncD- c` CIl41w' NC}S �eN. CL.CG S MdAr. _T Ih- L• m f3LrcT. I \ /� I for SIT- PLAN. L_ L CESc�il f'T ..ri r _ E-j e u71y p13Mtr(ra' L r�TfiS. vIGi HITT MO Cr(OwIM¢t IN CEY. ST-'r(?cL �I , i.b. Al.o' a. Dhensions dull Lake JraGldenct oier'ya7ad drawings. 'tel -� -CGS II t PLAN V i \ fisc an cal and'aTstst4at11s sows sMIT cogltY wain all" a._iLCIN+r $hvsO�ICNS C =.ag- WEST ==EVA-'cNJ 1i ? �' � labldteGr4su an�eaptlgstillM'uceed.r j A -3 LL t separate peratt. - :. _ Cul W INCaF S=TION C-C. i 4stroam tsbe asaCfln}r�atly.vefecila[d per code. A SJr LC INLY ELE VOTiC VS CIr.0 RTN = SCt+TIi ,( il - I1� -NBw p''..r•rT7•C 7. 6aeral Caatractpr slWT geavrdtr siAwaelk 'arrtcahs to I 3-'L51N,�, 5�;,�LCNS C�-d� 6• b) R tl t a� l:u<;• `: S. protect padestrfms per U Aingt rt Couno Cade. 8 tenreXCwtraear 41t.wft aTTet 3nrdebris to accwl- ^ - IN TG:iICIS �L�VATIcwb plata in atFucta3 a< m gammda.-haul away from site I aha dTsposa-of,et mwfru-a s afaense. // _.,- _ '\ -teftt LNr_ t` � �. t IN jAiIGR t:L.Y'Ail r•%NS �r ' .r _ C �� ;•��. :� a3�.-"+ ��. 9. `ili exiu to be opereei hen tip ide wtthout the use o '-' - of a, kq or oW L .speef�L Nwwledge or effort. iii df 6lfiNll+er' - --o .t © .1 a; a, �� I I I �/ ,� 10. Place ra wins. ►flit".'Un*fG'�r'aEsltpewan of sY i w4LL SGC�rCNS I,a1q,; ff - -`-� -._ kind so as to sewtr 9ivemF atTUy Mi ' ` gAb and clear- \ \ \ �•-� \ 1 r. anues- - WA-LL S.:j ICNS \ NOTES - t A -IO 2N� PLO�' \_� I� _ - T . '--iia - « ..+/ ( II T I - / 1. i 1. AN insutatlon matr»Is pciuding facings• such as vapor e "�' - . _ _ _�•,l- ---/ II _wore lnetaAed rithin tfoor-cailinc A assemblies, cr�.I spaces r -I i,-15 WSxSw R`fl`-'PT ��- '� �1• f-LV • 1` '8� r�1 ` "a ! rbh�U B.ChAanmb rs,l nwhenmsbested 1 To ex,e a 25 anc H �., I I G L.iM1rY Er LI(Tq mat, N' \ ,`a -) S N?-, pati • - _Cc1f,4 ICITCN t:� E�u'PMtNT staaM In concealed rrpacom of Types Lit, tV and V conatr„c- O�i apply to fawn '�idd Yv1�w roang bkca�.a�w no:v� A -I �L'•Cc't �I N'SN I=10N -^ .., tl +•c K -» i -_-._.� f sin contest r wap gryeth the mrs"pwed surface to Na ailing. L . n. I I ' _ i' '� '�� I 1 plasterboard ergsuivaglant materiel unrequYad to curt alfpallm y ' STI ? \ _ l�F -r-'-- 1 43. E.20_ i.IGTW A-%L NcT �. + {e `•`� I) to _ mneeaaW draft openings (boat.veriea/ and horFmntall and . C S I a rRucTu iSL CE701 LS sops /arm an effective barew between auric and beMun a \\ 1 \��,• �\ \ _-- . -._. . _ '.I %/ r I Y1 top story and roof spau. a 111 be used in spwJflc locations ' (1 - /1 f3C UN=A-,1cM F',_.>,.�,�C'CT I PI:r - G-cH ECULC t♦. CEi01 LS, �• \ as follows: J L (a) In all weed-framed walls and partitions at floor and ceil- t C - raseF a,�M rr� iiLexi e, C6-+a. L%- (b) s . (b) At mo,"um horizontal IMervab of to fees in the ase J . v / \\ ` `3 •,.\ II - 3. of doubt stud rats. Partitions and furred spaces. �� r7.�;ZL:C�NI�'�. CET.iiLS PN I s7 (c) At maximum kwrko W intarvab of to feet when wood \ stud raps and pw%*m exceed to feet in height before ,\ i intersecting ciao a.%'. nr ?mr 4r. (d) Penetrations made N this proscribed /rutopping to ac- commodate r 4 \\ 4 =`•. \ f -- commedate rbing. pig, duax wank and Similar utility M I MOCF}A�i"L PLUM=% 1NQi PLAN \ ! runs must be pecked, f1WIming Na I,,1,l tion of said utility owns, In a manner which sp1 effw*vfhy maintain the in of She Arab and wt off all concealed /� F vac Fu + \,` `, r` \ , •,�� -...� I�---�,_ �..i.._.-T_- draft openings smhW could afford a passage for flame. ` _ / MCG!fA,-IIC.AL M -3 LLIJ M,:GHANIta'_ osio, LS :- L-�T3c �" \. \ Vic,'al'•�" \ - '"�.\ i �` ltd_ - -- -- - -� _ C _ I Q.x'p PLAN , sl;t PLa.u, 2 �eZ olda� I, L}C4c_ND 7a SITE FLAN r, - C ~ I. 4'BawiiGCNTIix•Tfri: '\•• `.. \}{ _g STce,M �EYr{'\ T/ Vtiil Flk'I ',-' I Llme \�-'� -t'_� - _ ` • '` E _ / L!C{rl j INe'T F=GO:Q rLON . -y SONrTA�(T -oR.Yc•`t, t 481 t lC >oilTT' _ - '3 - c - J , CtT I�.Gr1L ?para • P�'Y� \ -w wa-vZ :cNTKmaGTa.� `._ • .. �... n?E6u/co ,QgruCANT _ -CT C�'a.S •TOv:iclf� ALL Lin w,I: \. � -`% Se:y:'LL:®N b1T! ` ..� 7•x.._1: - �� 's Zsl.edSi/✓sfc/ �-S K - T T F l 'Ot z �c FG�6 �frEl1 _ / tlG (l _ 2 Pe.:TIA'_ F FL 'vF=� N�NIcaL F:uFM=y� ELE wic•NE f \ 972 0Z I! ^ __c0 9E.;vIc= Pr p�T Sc.ED.LE r\ 4 4EMEN D A � 5 {M CLQ T� �A w I N L�e� / a xtlo A VUHL7 T� • � J, tliE was,. �@ W��1¢T 0 5`) s czawlNaF rid. ob . wtiSk'ata s a. .ro ria Joe No. Sr';a i N°•. � RA_l i_ N G>SA Luc: rq f�4Si.i'JfAN� } ' - D A CC,awINQ Na. �- IZ Rcer: Na. -01itG t+TiF ctlerC�1 °i1i • �' - La' oeT?IL SHEi•T No,e wtuL Q� S E P SDN ��' .S N . 13 c,uw"+cT Nc. 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Y _Aa' �I r LlTRGI1B�LDUF TO TH -. -.fI—t—I I I�III�_-I.-.IiI _I_.li II�I II_I IIII IIli 11�1 II1 IIT l111 II�1 1l t�t-T-1�_1_1-1_1,1II6Il_I._I I._IeI_I___I, _ I--I 141 111 IT1_ 11_l1 1 11 I--I-I-I_.I—III-I1L1111111-I—II II�iFTHIS DOCUMENT IS LFS� T�IIrIl 1IiIIIII i 1 ��E T 1 F / �• THF IIII EIIIII1II8II LIIII�II9JILIIII�IILII�tISIII II9II�Lllll�llSllt7LIIII IIfII1II I�II IIIII IIIIIII6 r L IL�i i 4 i F i — L F11'11'4�jujj 1111!111111111-11-11 LIIIIIIIIII II0II1IIBIII1111 IIIII�I IIIIII�III� j STRUCTURAL NOTES STRUCTURAL STEEL AND MISCELLANEOUS IRON 1. THE GOVERNING CODE IS THE 1994 UNIFORM BUILDING CODE (U.B.C) WITH THE 1993 OREGON 1. STRUCTURAL_ STEEL SHALL CONFORM WITH THE FOLLOWING REQUIREMENTS, REVISIONS. A. STRUCTURAL STEEL FOR WIDE FLANGE SHAPES SHALL CONFORM WITH EITHER ASTM A 36 OR ASTM 2. ALL NEW CONSTRUCTION HAS BEEN DESIGNED FOR THE FOLLOWING LIVE AND SNOW LOADS, UNLESS A 572, WITH A MINIMUM YIELD STRENGTH OF 50 KSI. ALL STEEL DESIGNATED AS ASTM A 36 SHALL HAVE NOTED MILL REPORTS CERTIFYING THE 50 KSI MINIMUM YIELD AVAILABLE FOR REVIEW BY THE STRUCTURAL OTHERWISEi ENGINEER OF RECORD, FAILURE TO PROPERLY DOCUMENT T14E YIELD STRCNGTH OF ASTM A 36 WIDE A. LIVE LOADS FLANGE SHAPES MAY BE CAUSE FOR REJECTION. NAILING AND CONNECTION SCHEDULE PLYWOOD SHEATHING B. STRUCTURAL STEEL FCR PLATE SHALL CONFORM WITH ASTM A 36. 1. ROOF SHEATHING 1/2' CDX 2. ALL FABRICATION, ERECTION, IDENTIFICATION AND PANTING OF STRUCTURAL STEEL SHALL CONFORM BLOCK ALL EDGES WITH 2 x4 FLATS WIND........................................................U.B.C. 80 MPH EXPOSURE 'B' WITH A.I.S.C. SPECIFICATIONS. SEISMIC...................................................U.B.0 ZONE N0.3 3. ALL WELDING SHALL CONFORM WITH A.W.S. SPECIFICATIONS. AT EDGES OF EACH SHEET, BLOCKING & WALLS 8 d AT 6' ON CENTER R= 8 A. ALL WELDERS SHALL BE CERTIFIED UNDER A.W.S. SPECIFICATIONS. AT INTERIOR OF SHEETS 8 d AT 12 ' ON CENTER I= 1,0 B. WELDS SHALL BE MADE WITH E70 SERIES ELECTRODES, UNLESS NOTED OTHERWISE, AT BOUNDARIES OF ROOF 8 d AT 6' ON CENTER C= 2.75 C. WELDING OF REINFORCING STEEL SHALL BE AS SPECIFIED IN THESE STRUCTURAL NOTES UNDER 2. WALL SHEATHING 1/2' CDX B. SNOW LOADS 'CONCRETE REINFORCING STEEL', BLOCK ALL EDGES NOT SUPPORTED BY FRAMING MEMBERS WITH 2 x4 FLATS. ROOF..........................................25 PSF MINIMUM ROOF SNOW LOAD (SNOW BUILD-UP LOADING IN AT EDGES OF EACH SHEE-f TO STUDS, BLOCKING & PLATES 8 d AT 6' ON CENTER ACCORDANCE WITH S.E.A.O, AND S.E.A.W, SNOW LOAD ANALYSIS, U.B.C. APPENDIX CHAPTER 16, 4. ALL MEMBERS SHALL BE CONNECTED WITH SEMI-FINISHED MACHINE BOLTS, UNLESS NOTED AT INTERIOR OF EACH SHEET 8 d AT 12' ON CENTER DIVISION 1.) OTHERWISE ON PLANS. MACHINE BOLTS SHALL CONFORM TO ASTM A 307, GRADE A. AT BOUNDARIES OF WALL 8 d AT 6' ON CENTER 5. A.EXPANSION ANCHORS SHALL BE I.C.B.O. -APPROVED (ZINC PLATED IN ACCORDANCE WITH ASTM B APPLY A 1/4' DIAMETER CONTINUOUS BEAD OF CONSTRUCTION ADHEASIVE CONFORMING WITH AFG-01 633, HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153 , A.I.S.I. 304 STAINLESS STEEL) AND TO ALL STUDS, BLOCKING AND PLATES IMMEDIATELY PRIOR TO PLACING PANELS. GENERAL CONFORM WITH FS FF-S-325, GROUP II, TYPE 4, CLASS 1. ACCEPTABLE ANCHORS ARE 'REDHEAD WEDGE 1, UNLESS OTHERWISE NOTED, MATERIAL AND DEIGN SPECIFICATIONS CITED HEREIN SHALL BE THOSE ANCHORS' AS MANUFACTURED BY RAWL.PLUG COMPANY, INC., OR HILTI 'KWIK-BOLT II' AS GYPSUM SHEATHING/WALLBOARD CONFORMING WITH THE VERSI❑N OF THE APPLICABLE SPECIFICATION OR CODE MOST RECENTLY MANUFACTURED BY HILTI FASTENING SYSTEMS, INC. ANCHORS SHALL. BE INSTALLF_D IN ACCORDANCE 1. 1/2' GYPSUM WALLBOARD 7d COOLER NAILS ADOPTED BY THE WITH THE MANUFACTURER'S RECOMMENDATIONS. BLOCK ALL EDGES NOT SUPPORTED BY F"RAMING MEMBERS WITH 2 x 4 FLATS PERMITTING AUTHORITY. THESE STRUCTURAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE 6, ANCHOR BOLTS SHALL CONFORM WITH ASTM A 307, GRADE A, AND SHALL BE PROVIDED WITH NAILING AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING SPECIFICATIONS. STANDARD WASHERS AND NUTS, GALVANIZE EXTERIOR BOLTS. GALVANIZING SHALL BE IN 4' ON CENTER 2. THE GENERAL CONTRACTOR SHALL. VERIFY ALL DIMENSIONS AND CONDITIONS AND VERIFY ALL ACCORDANCE WITH ASTM A 153, CLASS C. NUTS SHALL BE OVER-TAPPED TO CLASS 2A FIT BEFORE 6' ON CENTER DIMENSIONS AND GALVANIZING, IN ACCORDANCE WITH ASTM A 563. 2. 5/8' GYPSUM WALLBOARD 7d COOLER NAILS ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE (E). 7. ERECTION AIDS (SUCH AS BOLTS, CLIPS, SHIMS, SEATS OR ANY OTHERS REQUIRED TO FACILITATE BLOCK ALL EDGES NOT SUPPORTED BY FRAMING MEMBERS WITH 2 x 4 FLATS 3. A. SHOP DRAWINGS SHALL BE REQUIRED ON, STRUCTURAL STEEL, AND SHALL BE REVIEWED PRIOR CONSTRUCTION) ARE THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND PROVIDE. NAILING AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING TO FABRICATION. 8. ALL FIELD WELDS TO GALVANIZED STEEL AND AREAS DAMAGED BY WELDING, FLAME CUTTING OR 4' ON CENTER UNLESS STATED OTHERWISE IN THE SPECIFICATIONS, SUBMIT ONE (1) PRINT AND ONE (1) HANDLING, SHALL BE REPAIREDWITH AN ORGANIC COLD GALVANIZING COMPOUND HAVING A MINIMUM 6' ON CENTER REPRODUCIBLE FOR REVIEW. OF NINETY-FOUR PERCENT (94%) ZINC DUST IN THE DRY FILM. APPLY IN MULTIPLE COATS, UNTIL AN 8 MIL 4. THIS STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST WIND, LATERAL THICKNESS HAS BEEN ACHIEVED. SURFACES TO RECEIVE ZINC-RICH PAINT SHALL BE CLEAN, DRY AND OTHER WOOD CONNECTIONS EARTH AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FORCE RESISTING SYSTEMS HAVE BEEN FREE OF OIL, GREASE AND CORROSION PRODUCTS, 1. ALL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE (3) ANCHORS PER PIECE. CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY FOR THE STABILITY OF THE MINIMUM SIZE AND MAXIMUM SPACING STRUCTURE AND ITS PARTS HAVE BEEN MADE. FRAMING LUMBER 5. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR—LARCH OR HEMLOCK—FIR, AS NOTED BELOW, AND SHALL 3. ALL FRAMING CONNECTORS SHALL BE SIMPSON OR APPROVED, FILL ALL NAIL HOLES WITH NAILS AS AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE STRI►CTURAL ENGINEER OF BE GRADED UNDER THE MOST RECENTLY-ADOPTED RULES OF THE WEST COAST LUMBER INSPECTION SPECIFIED BY THE HANGER MANUFACTURER, UNLESS NOTED OTHERWISE. HANGERS TO DEVELOP RECORD. BUREAU (W.C.L.I.B.). STRENGHT OF MEMBERS. 6. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED OR E. ALL MEMBERS 3x OR LESS (LEAST DIMENSIONS) SHALL BE 19% MOISTURE CONTENT, MAXIMUM. 4. PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 3. PR❑VIDE SOLID BLOCKING (SAME DEPTH OF MEMBER) AT ALL POINTS OF BEARING. SOLID BRIDGING AT 7. SPECIAL INSPECTION, SPECIAL TESTING AND REPORTING AND COMPLIANCE PROCEDURES, IN 8'-0' ON CENTER SHALL BE REQUIRED WHERE JOISTS HAVE A FIVE- TO- ONE (511) OR GREATER DEPTH-TO- ACCORDANCE WITH CHAPTER 17 OF THE U.B.C., SHALL BE PROVIDED FOR THIS STRUCTURE, AND SHALL THICKNESS RATIO AND WHERE ONE (1) EDGE IS NOT HELD IN LINE BY SHEATHINGi, WALLBOARD, BRACING, INCL UDE ETC, SPECIAL INSPECTION 4. ALL PLATES AND LEDGERS IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED A. ANCHOR BOLTS IN ACCORDANCE WITH A.W.P.A. STANDARD C-2, PRESSURE-TREATED LUMBER SHALL BEAR THE A.W.P.B, 1, SPECIAL INSPECTION IS REQUIRED DURING PLACING OF ANCHOR BOLTS IN STRUCTURAL (AMERICAN WOOD PRESERVERS BUREAU) QUALITY MARK, REINFORCED CONCRETE 5, DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. 6. FOR NAILING, SEE SCHEDULE AND DRAWINGS. REPORTING AND COMPLIANCE PROCEDURES ALL REPORTS FOR EITHER INSPECTIONS OR TESTING ARE TO BE DISTRIBUTED TO THE OWNER, PLYWOOD SHEATHING STRUCTURAL ENGINEER OF RECORD, REGULATORY AGENCY WITH PERMITTING AUTHORITY. AT COMPLETION OF CONSTRUCTION, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT TO THE 1. ALL PLYWOOD SHEATHING SHALL BE C-D GRADE, UNLESS NOTED OTHERWISE (WITH EXTERIOR GLUE ABOVE-DESIGNATED PARTIES CERTIFYING THAT ALL INSPECTED WORK WAS COMPLETED SUBSTANTIALLY MANUFACTURED IN ACCORDANCE WITH UNITED STATES PRODUCT STANDARD PS 1-83/A.N.S.I, A199.1'FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD'), SHALL CONFORM WITH U.B.C. STANDARD 23-2 AND IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS, AS AMENDED. WORK NOT IN SHALL BEAR THE A.P.A. TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. COMPLIANCE SHALL BE SO NOTED. A. ROOF SHEATHING 1/2' INDEX 24/0 B. WALLS 1/2' INDEX 24/0 2, PLYWOOD SHEATHING SHALL BE LAID WITH END JOINTS STAGGERED. F❑UNDATIONSi (UNLESS EXISTING FOUNDATION UPPRTOVED BY THE ENGINEER OF RECORD) 3.BLOCK ALL SHEAR WALL SHEATHING WITH 2 x 4 FLAT BLOCKING AT ALL EDGES, 1. FOUNDATION SIZES ARE BASED ON A TOTAL LOAD BEARING SOIL PRESSURE OF 1,500 PSF. 4. NAIL IN ACCORDANCE WITH SCHEDULE AND DRAWINGS. 2. FOUNDATION ELEVATIONS SHOWN ARE TO BOTTOM OF FOOTINGS. 5. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THA 1'-0', EXCEPT AT PLYWOOD FLOORS WHERE 3. ALL FOOTINGS SHALL BE FOUNDED ON FIRM, UNDISTURBED ORIGINAL SOIL, OR ON ENGINEERED FILL MINIMUM DIMENSIONS SHALL BE 2'-0' UNLESS ALL EDGES OF THE UNDERSIZED SHEETS ARE COMPACTED TO MINIMUM OF NINETY-FIVE PERCENT (95%) OF THE ASTM D 1557 DENSITY. SUPPORTED BY BLOCKING. 4. ALL FOOTINGS SHALL BE FOUNDED ON ENGINEERED GRANULAR FILLA FT, IN DEPTH AND 6. WAFER BOARD OR ORIENTED STRAND BOARD CONFORMING WITH U.B.C. STANDARD 23-4, GRADE 2-M- FOOTING PLUS 1.5 FT. IN WIDTH. W, MANUFACTURED WITH EXTERIOR GLUE, MAY BE SUBSTITUTED FOR PLYWOOD, PROVIDED IT HAS 5. ALL FOOTINGS SHALL_ BE A MINIMUM OF GRADE 1'-0' BELOW EXISTING GRADE, EQUAL LOAD/SPAN RATING INDEX AND BEARS THE A.P.A. TRADEMARK OF THE AMERICAN PLYWOOD WHICHEVER IS LOWER. ASSOCIATION. 6. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION TO NEAT 7, CONTRACTOR IS TO PROTECT FLOOR AND ROOF SHEATHING FROM EXTREME WET CONDITIONS TO LINES, CONCRETE- CAST-IN-PLACE LIMIT MOVEMENTS DUE TO EXPANSION CAUSED BY MOISTURE. ADDITIONALLY, PROVIDE PROPER PANEL 1. ALL CONCRETE SHALL DEVELOP A MINIMUM TWENTY-EIGHT (28) DAY LABORATORY-CURED SPACINGS PER THE AMERICAN PLYWOOD ASSOCIATION RECOMMENDATIONS. COMPRESSIVE CYLINDER STRENGTH OF, 8. WHERE PRESSURE-TREATED PLYWOOD IS INDICATED ON THE DRAWINGS, IT SHALL CONFORM WITH 3,500 PSI FOR FOOTINGS. A.W.P.A STANDARD C-9 AND SHALL BEAR THE A.W.P.B. (AMERICAN WOOD PRESc*:)\/ERS BUREAU) QUALITY 3,500 PSI FOR INTERIOR SLABS-ON-GRADE MARK, 3,500 PSI FOR OTHER CONCRETE, CONCRETE EXPOSED TO ELEMENTS SHALL HAVE 5% +/- 1% ENTRAINED AIR, BY VOLUME, CONFORMING WTTH ASTM C260, 2, CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING SHALL CONFORM WITH THE SPECIFICATIONS CONTAINED IN THE A.C.I. ' MANUAL OF CONCRETE PRACTICE'. 3, CONCRETE SHALL NOT BE PLACED ON FROZEN GROUND, 4, AS A MINIMUM, EXISTING CONCRETE SURFACES SHALL BE ROUGHENED BY CHIPPING TO A MINIMUM 1/4' AMPLITUDE TO EXPOSE COARSE AGGREGATE, PREPARATION AND APPLICATION IS TO BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 5. ALL EXPOSED CORNERS SHALL HAVE 3/4' CHAMFER, UNLESS NOTED OTHERWISE. D. CURING SHALL BE DONE WITH WATER FOR A MINIMUM OF FOURTEEN(14) DAYS. NON—SHRINK GROUT GROUT SHALL BE NON—SHRINKABLE GROUT CONFORMING WITH ASTM C 1107 AND C.R,D,-621, CORPS OF ENGINEERS 'SPECIFICATIONS FOR NON—SHRINK GROUT'. GROUT SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT TWENTY—EIGHT (28) DAYS OF 5000 PSI. PRE—GROUTING OF BASE PLATES WILL NOT BE PERMITTED. sYl[ llAMON BY APP20M DATE DATE NUN"" 1r STRUCTURAL. NOTES D962-16 OA78 + DEAN P. 1.04.189 D962-16—STR— JOHN G. 1.04.1994 ec 3737 S.E. 8TH AVE. PORTLAND OR. 9702 CASA LUPITA RESTAURANT EIRE REBUILD N.T.S. a�A ZT ENGINEER NC* PHONE: 503 235--8795 10350 SW GREENBURG R zAp° FAX: (503) 233--7889 TIGARD, OREGON Isu11q i-u",i I EXPIRE - - IPf 11 .04.1997 D962-16 10350 S1A,l Greenburg Rd. 14 of 23 IF THIS DOCUMENT IS LESS 11_r II 1111111 III IIl I I III III III I I III III IIT 111 III III III I 1111 I�I 111 ill II! III III I I III III III Ill III III 1� 1 1 Tj T11 1 1 III 111 1111111 111 1416 I � I1 ISI l � '1It l � LEGIBLE THAN THIS NOTATION, � __....�_ �_ �____�_� �, �__ I 8I � �b --- LL 1T I. 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UNIT �C WT.•1,350«t �--J MECH. UNIT 105 , x WT.•Smoot p _ / \, 1 SKYLIGH MECH. UNIT w ' 2xlra , _ -TYP. �WT.=8m0«t 0 61 3-2x12 x x N i p fiaouwmbum OB CMST14-SIMDS. 1 2-2x10 2-2x10 2-2x10 2-2x10 STRAP — — -_ ` ) k 0) (1) cm� s4 A A A L) (3) PLY ROOFING,`� p 9 • O - O O O/ ` a-CDX PLYW'D cn �'' ° (F) 3 2x10 -2xl I I A m x i4 i4 i4 MST14-SIMjo �_ • �; O O PIPE COLUMN -SIM. STRAP 1 -, B i4 -SIM. 1 3-2x12 �B/) _ (B 10) -5'-ixl91ii CRY BOX BEAM . r�V +p� +� +� v • 4x I2 x CONT. RIDGE �+tp x 1 I ,� � �lr �1, N O � as-TYP. O `�' l , O � ��®�ao OPEN x CHANDELIER, 500' MAX. 18 4 1 - / ) I [J I VERIFY LOCATION W1 OWNER, ,� i' SEE is - oc - S (3 PL ROOFING PROVIDEOU DOUBLE JOISTS p i4 "S JOINT O/ 2' T.t . DECKING A. SIDE OF SUPPORT PER DET. 1/84. ~ V Cgs )L ATION - SEE -TYP. .)+ i SEE id -TYP. (3) PLY ROOFING +'� I is - I O/ '/2'-CDX PLYW'D SEE NOTE ON THIS SHEET ABOUT HIGH WALLS. ��. r w ■ r w r r U L) U v SUSP. BEAM 5'%'xl8' �e� lel try �Ilm 1EI all &A �(1 U� / x x X x X Jo d G M8T12-SIMPS. � Q- (�c s4 SKYLIGHT STRAP-SIM. r STpat-S 5IM S. MST12-SIMPS. 12 2x10 2-2xlta 2-2x10 2-2xlm 2-2x1`D 22 10_ ._ -- C1216 6xe DP «1 1512a12a - 6x12 DF 'I 511 - 5'6x15 C= %' STRAP -- _ Is SEE � D �• _ _ i1 86 � 1 NOTE: - SPLICE TOP PLATES EXISTING ROOF -- REMOVE 4'-0' WIDE STRIP 6'-0'-MIN. UN. t SPIKE W/ (2) ROWS 10d* (a' o/c / UNDAMAGED IN THIS AREA OF EXISTING PLYWOOD W/ NLYLY WOOD AND TYPE CDX PLYW' - PLACE STRAPS OVER PLYWOOD � & TO REMAIN/ 4 SPLICE (E) 4 (N) STRUCTURE DIRECTLY ABOVE SHEARWAL OR W/ 4'-0' ON EA. SIDE. BEAM, PROVIDE CONT. BLOCKING 0R J JOIST UNDER-TYP. / (MATCH THICKNES W/ EXIST.) - SPLACE CMST14-51111PS. STRAP 3'-0' MIN, / - ALL TRUSSES SPACE * 24' o/c.- MAX. MST12-5IMPS _ ALL PLYWOOD EDGES AT SHEARWALLS STRAP REQUIRE BLOCK'G. i - SHEATH ALL ROOF AREAS W/ 1i2' PLYW'D-MIN. U.N. - SIMPS. HOLGOWNS. USED W/ (2) 2x STUDS-TYP. 1 OPEN - USE SIMPS. APPRCVED ANCHOR BOLTS BY , THE ENGINEER OF RECORD. / - FTA SIMPS. TIES--FROM DBL. STUD BELOW TO DBL STUD ABOVE WHERE INDICATED BY NOTE: - PROVIDE 3'-6' END OVERLAP THE ENGINEER OF RECORD. _ _ ___. W/ Ibd * IS/4' 01c FOR SIMPSON --- = — - CMST14- STRAP-TYP. - P.T. ALL EXPOSED TO THE WEATHER WOOD MEMBERS. - ROOF AND WALLS 5PEATHING PER GENERAL STRUCTUR - ----"- / NOTES ON SHEET SI, ALL EXTERIOR WALLS 15'-0' OR LESS SHALL BE 2x6 S' SHEAR WALL SCi-+EDUCE -- - EXTERIOR WALLS HIGHER THAN 15'-0' SHALL BE (2) 2xE 1 TYPE SHEATHING/ SIpE STUDS SILL. EDGE HOEDOWNS STUDS SHALL BE ONE PIECE. DO NOT SPLICE. BLKG PLATE NAILING A.B.�fod SEE PLAN E - PROVIDE (2) 2x10 HEADERS OVER DOORS OR WDW'S U - / p --- — -- _ a - ----- O5/e' G.B. — * (o' BLOCK'G TWO 2x *Ib' 2x W.B. t STR NOTES — O '/2' PLYW'D BLOCK'G ONE 2x*I6' 2x 8d * b' '/2' PLYW'D BLOCK'G ONE 2x*I6' 2x ed o 4'' 1/2' PL,r"W'D ONE 2x*16' 2x ed * 3' ROOF FRAMING PLAN-- __-- SCALE 31W x, I SYII REVISION BY APPROVED DATE -- �� DZ 10 15 /97 `~ V` Q . ti kr� M4 ROOF- PLAN Dse^ '� l eco M. No D962k-- 04 CIIJECTIM3737 S.E. 8TH AVE. , PORTLAND, OR. 97202 CASA LUPITA RESTAURANT FIRE REBUILD 3/16" ° ie., `� PHONE: (503) 235--8795 10350 SW GREENBURG RD. ZARO FAX: (503) 233-- 7889 TIGARD, OREGON SIB 1 1/3/97 ZTFC CAD FILE:D962-16/D962RFPN DWG 10350 SW Greenburg Rd. 18 of23 IF THIS DOCUMENT IF LESS QUALITY III I111 i111 IllII 111 11 Jill III IIII 11 11111111 11111 111illllIl IlIlllllIIITI�►1111 iI�� 1 i I_IIII Jill III 111 1 1♦11s1 iIIII IIIILIIi tIIIII IIIIIII tIII 1T1 1 111 11 11 1 11 00 1 _S LEGIBLE THAN THIS NOTATION, g 1L L —iI IT 1c DUE T0 THE C ITY OF o.3e �lm Gus THE ORIGINAL DOCUMENT. � IilIIliIIIIIIIII[1111111�1111111 1 11118IAII1I9IIIIIII6 L IlT8ltli111111, 6II81�BI�Ll _l IIII51-11IT111111181111 11!11 , I II II 11111 11111111 VIII .,.r .+, i . . ..` . .. t: ::ter.-.y<S. 7. .• a +s-Y va. .. +Cte _ Q �.t 1 - . __ _. ;. _ _ 11:11 _':.�- . . . ': .:' -. .�.. - "-::: ' .'. '�' ,: .'•-. 1 sem .. 1' .y..- .. �_ t -� - .. - -ren`$ . :n - .. ._ .L .' - •� . . ^ .. _. �_ .- .S[n' . '. L., .' "Y ,.lr♦ 9-"1•.10: y. Y •— -.. _. . .•. '- .. �: __ 1111 ' •�..+.. ... -... . . �. ..' . . • ( _ 1111. .'l..i�9 1 �e - ...• rwr �. s • n ✓ . y' -" w: J. 111:1 ': .- _ '_. . . _ F •. 4 - - � ., �- .. 1111 ..'.'l ..L -, � .. ' � .. .2 w _. _ _ _, ny _ _ _ :rj rn . i�Rlt Y`-6MI1- BE D.741WICY5 _ . _ a'. .. - �.. 5U•T5CN 61r. Tit STMP s- 1Jw : 1-6 NRU "/5-wdRAua ro fiwuEr W4L 81'f.Si 'JF6D'+ �. G ': . "•:-• ` '.$ - -. - :, - --PETAL w-w—, 'SLcm fi CE.� f-L - _ 'iLYWGtDI TYP. WN aS5 6 AKW& i,1 SLOE . w r - ' -"�> 0=ICKTTCH L5 PLYWOL'0 BEAD A55EN�Y - _ -_ _ - - 4 6T0D5 E EA- fst[91R TYP. EW .� .. . iRAl4Il1 ` -- A 5 C®IT 5141 BE BNFD'1RAlLFA A5 (CUOwS '. �- 1 _ _ �- L r 3N6 BPALC _ ._ -- •1111-`_ : -: _ ,' : � _ I nY+raD�u. vc �adea•°.c. , : { , s ' ' % ,T wWi63Il1T�rtRsczoa'(wEr2 ec+esl Wl / b4TbP UTE �� • -_ - - - � . _. . - - - _r ... - I• •: � ( I ID.� PLYi[CO 'YID id• STA PNfEi ,TRIMS y Z'fi QUp PARAPCT 1• P I EIl7G(I 1'-0'O. . �ICIA Al.?CRS, MAIL W Wu 3iEFElIE.45 `yi-14d. ' - Si SIM, I 5T 2'f2 RE 5i[PP, NAIL fi TDP OF BR)CE. � AVD IR(Lf{SWE CF SLE_PER. { I : 'SPLICE OL b&' )b isyll "y-5w5.cw W.1% 5TRA1'. - _ ,.., ` , I MSN. _ ii .: ' I •� I -• •• �' 9M/'.•f)N a75 fPAMINfi ANCACR U.SEDC. I - ' -2rIG.IYL EA. %'0 TOLLED FU EA•SUL •uAG4B6:.TY►.- x+10 !-1£E't� (TRE.ETED) PL�cd.m - --- 1 -- - -- - - _ F Jr HBC,I a 2 yNBB TYt jALE Of STIYLQ A T-1•f STBDSTG.l�1 11•ID aF it ! % \ / ABcv[ H[atcR NZ ?d iQd,E SPUDS IN Vdlli,: " , '".. . . . Q t - r 811 HEADER CiTWEEN 70I4S. I uccRa� rn,Nw- a.ric a_ . . f \ , sufirRr cN/e wrb wSV IIDLiS IN . BLE 61VD6 `V/2 w d HAZL5 - ..- � '; P r . . . - .. — ICLtt B R. Zrb Ems mi WILA PATCH... NLD 2 HANfiER. ' l � / •� /� DER H/N6ER,�0 RC ' BY 12•ID IR mw 3Dm .. - • D SNOW a TIL JDUTS; AT 2110 7mst5, SUPPDRT amok %51MP:OH U - , E : . .. �.' 3 - AIL- � e IKTE4ADIATE C� � r-. EMCN T}fru box COLUMN NMI - PARAPET ,ACE GfTAII FOX OM1 {lQ�PYt Z. SECTION THRll X HAM _.. :: OVER KITCHEN "/OVIRIG6EK BLOCK TO - - _ _ r D i 1 EDII ON Z Z,10.NEADER °". ` I'-O STRllCTUPf G��ER fDUCIYldD, 'SEE PLAN PER l 5 I . FOR a BRACES TD MATE :fOISg5S4� �4 X.00K SLL1D ABOVE HEADER _ -• - A .. IDTT014 PLATE TO PLYWOOD `"/10 -' TSL'r 8UUYNlEC1EIt TLD, NAIL '9J 10d 10 "TW, NAIL Y JGG' O.C. . . - .. . � -� � ". ;� ' 11,•11 . �: _ 11,1,1, � ,. •�� T WALL, T 's `M�HEIDER d .. i- ---2 4C6t:EPC 1, NALLID�DE" •y IOd Gp b''.0.C. B-- ' R.YWCOD FOR BRACE -�. Bt0:R5 T L ECiifi TYf NOTCH _ r Bh 4 BOL75 TYRO D@!LLL T3L'Y / 91PP.:L7 RY DLR MFF. 101T4 Fa. SIDC OF HE?DT,1. - .. . 4.041BOLTS,TYF . '' * Erb';-WlHCADER �' TIL J0E•l,j TYp BALL BBACE Ta J015T w/b- 10 ci W�ILS - Z•1+16 NCAD X►lY6E.R5 - : ., - ANGlR BETWEEK LAMWSE. - i _ HOT 50 pEYiET TOP 1. E, . i C11AUU(12ER (SCOA90NR5A�R� E70it-IRADER PE; PFY - ` PL1ED ati TOLST MPR. / Z+4 STUOS,STAGGEMO, '+/a•4 - PINES 0 b 60TTC H. 7, . TAIL - CHANDELIER �l1PPCRtOVER LQt1NGE DETAIL ROOF FRAMIKG OVER KITCHEN DETAIL WEST PARAPET WALLe2x10 1015T5 :- � TYF HE.A�ER XTAIL 'ROOF C>?EUM OVER KITCHEN - 5i - _ vlve24• ` 1,4 SUD E►taPET wALI -sEC ARCH. 1;10 ei+ zf .'h-ELYWODD EUSSET a EA.STUD, NAIL 'YZJ Cr 6' SEE Z - 610Q-D1E i SEc i !! BlxxiN6, . ; /s3 . 2.6 ST00 PARAPET WALL _ 5 .. s : D6DlE1t 1tY TYPW E� ^� • " _ _'- . - . - 4 BRACE"�WJL W STUD V/4•N.d NAILS- . . 11 :11 � ', _ s�� - . . jL Wet6' strum Rt-rfX i .. NOTCH P'Lvacm FOR RACE '- - -- 2-G ?SUDS ela•,T'Y►. _ 7Eva.^ 14N.KfrIH. •- ... • .LS- 14 614' RIP-JtPE TO 'M" ,PERS FT. ., _ r o t _ 3.' HIR DEPTH,- • • - • _��. •y . . .. 5Ml5DN 9U 112 HAN$lETYG ��. . . - . aw Dxw�,wu.ro BEwwlw ��F r mr 1. S } 1`2x1+ JOESTS� R1P'JL'PED 'AC PER FT. - _ 2.4 SUDS C+'S,5TA6fiERED, SEE AAGE ' ' io DETAIL - EW PARAPET �( LL II DETAIL Iz ETQIL�' t� ' DETAIL •" io SPP:_I'D' : .. .-.--. �j•F 3!J" •1'•O" . " 1 111.. I Q :� _ Y-L: • MUN 2 It .+ ,e,.,. :.. •,'i_ - .. - _ _ •{ - LArA NUPITA RESTAURANT � ( .G.- t v INCCL CE.YTE0. OREGGN IIS�f�>3Z t - � 1 � sn.M LanMrM STRUCTURAL DETAILS . by Sp"ftRGM � .F' -t" rei•I .. : _ J - 'CCS PNr7N m �-� a-M?sn• "' [. 'J:: a -'.._ ,. ' :s _ - _ . - - .�� IIIIIIlI�I ..-• IF TNIB DOLUMPNT IS LF.cp T{'T17I II IIyIjI}'jI III T(1 IIi�I III 1 1I III III IT�T1��I;�TII I' I 1 � 1� 1 1 'I lJl 1 1 III III II111 I III SW_ LPGIBLP. 'FRAN THI, NOTATION, Ill I I I `I .+I I I '�� I "' �I I I l�l 16, I at",:F� p IT 19 OUR TO THP. QUALITY OF �' THP. ORIGINAL DOCUMENT. E R R B R I I I 1 I 1 I I I 1 1 VIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�III IIIIIIIII IIIIIpu 1111IU11 u11luu uu�u111NIIY11 uuI1H11111Iuu uu�nu u11luu 11uY11 Iu1I111 mlllm uuluil uulnu IIuIIm nnlnl11U1'�R1130X e --- y REVISION 6Y APPROVIdD DAiE r 5 HANGER BY rv1ANUF. /.-- WE13 STlFF'R BY MANUF. -- SIM". HU210 JOIST HANGER UP'51DE DOWN TJI III*' JOIST W/ ��- 2x(c BLOGK'G 8d HANGER 4 WEB STIFF'R 2x BLOCK'G BY MANUF. 8d s 4'o/c HANGER BY MANUF � SIMP5. N25 TIE — TO 50LID BLOCK'G EA. JOIST-TYP. EA. SPACE-TYP \```\ �ji sDb'o cYW'G o/ Iba • 4' 0/c. - TOE NAILS D5L 2x6 TOP PL 6IMP5. A35 ANGLE -MIN. ` EA. BLOCK, ALT. 510E5 W/ r:? moi'o M$. 4x14 x CONT. DBL 2xb TOP PL BEVEL TOP PL SUSPENDED BEAM -- !E)l3)-2x10 {-iEADER-TYP. (NOTCH TO vENT) , 5'1&x18' GLU-LAM �x4 s Ib' o/c � 1 -TYP. 1510-BEAM 7 SECTION �- (E) SIMPS. HHb HEADER HANGER I Ss 9/4'• CEJ PL- 4'xb'x0'-6' EA. SIDE Ar W/ Ibd NAILS. _TYP. ' ' W/ �✓ TS 4x4x5/I(c P.T. 2x NAILER SET ON 3/I6 (2) 9.'0 M$.'S -TYP. '/2'e 5TUD5 WELDED I + 18'0/c I (E. TOP PL-a'&'x59.'xfa'-b' II CENTER ON COL. EXIST. WALL NEW WALL ,_. BASE PL '►1.'.r5!:'x0'-ICD' W/ (1)-%'o A.B. (SEE DET. 4/65, 511'1.) '� (E) PL7"W'D -, I�'-Tl•P. (E) CONC. FON COL_. PIPE II II .t NOTE: ATTACH PLATE 4 BEVEL PLATE -TYP. 1 SECTION TO U OF BEAM W/ RC l2I ROIL 10d • 12' o/c (E) 9/4' NON-SHRINK (E) BASE PL °�b'x5'12'x0'-II'/z' &x4�•I C STAGSEE PLAN STUD G'D.-TYP. GROUT —� I � �' W/ (2)-%,# A.B. � Ibd • 12' o/c- FULL HT Ss (=) FOR STUD FOR DBL STUD �I (E) CONC. FON REQUIREMENTS 4 SECTION s SECTION 8a • 4'o/c 8d • 4'o/c DBL 2x6 TOP PL BEVEL TOP PL 71 l 2' NOTCH TO VENT) -JOINT HU 212 SIMPS. (E) 3� BEAMM/&'xI3�/j' 1"o HOLES —� IE-'•4'x13�/�'x3'-�' x131/ ' �- DBL 2x6 TOP PL /r JOIST HANGER-TYP. BEAM FOR V# M.B BE BEVEL TOP PL (NOTCH TO VENT) - BI-BEAM f I (E) PL-1/4'x1'x0'-8' EA. SIDE I 52-BEAM j ��\ W/ (2) 9/4'0 M.B.'5 -TYP. I BIm-SIM. 81b3/16 �•- (E) TOP PL-RL'x59/i'x0'-l' CENTER ON COL. PL-1/4'x5-1/2'x0'-8' EA. VIDE 2. 2. W/ (2) %1# MB'5 4' 4' 4' 5' 5' 4' 4- 4' COL. PIPE �'b I TOP PL-%'x5'-2'x0'-b'/4' - _TMP CENTER ON COL. (E)9/4' NON-SHRINK i (E) BASE PL %'x5'/2'x0'-11'/2' GROUT I W/ A.M. (SEE DET. 4/55, BIM.) 3'0 COL. PIPE -� •'`' (E) GONG. FON -TMP>-3-/ii BASE PL °ti'x5'x0'-9'/2' SECTION �F_ i W/ (2)-%'#x4' LAG BOLTS. / s SECTION ss 3/4'•1°-m' BI5 , B6 (4) -2xb STUDS CONT, WALL TOP PLATE UNDER BE AM / A 8d + 4'o/c ((p)-2xb STUDS CONTINOUS FROM PON TO BEAM BEAM (2)- SIMPS. A35 ANGLES w TOP 4 BOTTOM- TYP. �-- DBL 2xb TOP PL A BEVEL TOP PL (NOTCH TO VENT) /10 s SECTION MIN. (2) STUD STUD COL. COLUMN. - 82-BEAM >es '/•'•i'-0' - _ 2x10 BLOCK'G /--MST�2-SIMP5. STROP (E) PL-1/4'x5'/2'x0'-8' EA. SIDE -TYP. i W/ [rod NAILS (28) EA. SIDE-TYP. PARALLEL TD WALL PERPENpICULAR TO WALL SECTION A A 1110 ( W/ (2) %16 M.B.'S / a 3 2xI0 JOIST TJI BEYOND W/ BLOCK'G J (E) TOP PL-%*x5'/2'x0'-y,4' -TYP. BY MANUF. SECTION o CENTER ON COL TJI JOIST W/ TJI W/ BLOCK'G 9i4'.I'-0' WEB STIFF'R / BY MANUF. ss BY MANUF. (E) COL. PIPE 10d + 4'o/c SIMPS. STRAP -TYP. BEVELLED PLATE � -SEE PLAN - Imd • 4'o/c t° 2x BLO( w -TYP. / T A9 REG1'D o i - (E)9j4' NON-SHRINK -- - (E) BASE PL %'x5'/2'x/a'-II'/2' ►aOLE-MAX. GROUT __--�� W/ (2)-%'• A.B. (SEE DET. 4/55, SIM.) _ W/ 2'/2'• J (E) CONC. PON /(E) 6x12 a a ll (E) 5'/&"x15' � - Ibd TOE NAILS u v 2x BLOCKING + 4' o/c SECTION • 8'-m' o/c-MAX, TOP PLATE OF WALL -J �4 ' BLOCK'G CUT (3)-2xb STUD COL. ROOF SLOPE. TO MATGH i _ FROM 4x6 aLilvAt ss 3/4'•I'-0' - SEE- I/63-TYP SEE SCHEDULE FOR (E) SIMPS. MNG 5T 5HEARWALL SHEATHING HINGE CONNECTOR SHEARWALL PARALLEL TO JOISTS 5NEARWALL PERPENDICULAR TO JOISTS s SECTION �im �ECTIION �s 3/4'•1 -0' �s J 3/4'•I'-Cd' cn M DRAWN BY "TITLE 0 0 �A JG10/15/97 ROOF DETAIL Dsc NO D962-16 t�► "er CHECKED D9f2RFDETLS ZTec INC . 1rNGR. CASA LUPITA RESTAURANT FIRE REBUILD r. NOTED cHECxED 3737 S.E. 8TH AVE., PORTLAND, OR, 97202 10350 SW GREENBURG RD. 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