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8250 SW HUNZIKER ROAD-6 • 1 j i ' BER LU G R �A 0 E =smm FRIAMINC3 INSTALLATION i GYPM BRDm INSTALLAT101M NAI G S HE L DESIGN LOADS ts 7 s"** !r 1�� .. ... iJ�,'A4�kiLC,•'....,,., «�I .. .'fes^ .. � r r,,�_. _..r-rY ., .._ .._,.. ,_...'�,r`...,-� P .. .. ... .. ... .a., j`:twVr1T. rsy .... ^ v - ?epr' syYy� Y _ ,� , !'111I1 � 1 111 � 1 � 1 II1 �111 11"r_� III I � I ' I � i 1 � 1 � 1 � 1 � � I , I ( 1 I �� t � l I �t � t)l I � 1 � 1 � 1 t � i � l � l I � I � I � 1 I � III � I I � III) I 1 � 1 � 1 � 1 i � ill � l I � IIIII IIIIIII 111111 dll ' I � I TIIII � I Illiill Ill ��lfl� lll � ) �� NOTE : IF THIS MICROFILMED _--3 _ '4 5 6 7 8 9 _ I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL — _ DRAWING. OE 6Z 9Z LZ 9Z S7 bZ EZ ZZ 1 OZ 61 81 L I 91 Sl b l E I 21 11 01 6 9 L 9 S b E Z Jim�1�1�lllltl.111�1��)l1�jL�M1l�tffilllitl�lJ11.�I11i�t11t�t11I�ItIII�IL�1111��1�1��111�11I� +�UlljlllhllllllUl!lILIlII11 JUN +raV..4 254�i 1 ) 1990 GENERAL NOTES : A . All exterior doors to be weatherstriped . w B . All windows to be double glazed . 4/ C . (1 ) All first floor window and drjr headers to be 4X 12 D . F . L . # 2 or better . ( 2 ) All second floor w=indow headers to be 4x 10 D. F . L . # 2 or better . D . All windows within 18" of fluor shall be glazed with tempered or safety glass . Glazing materials shall conform to Federal Consumer Product Safety Commission Regulations 16 CFR 1201 . E . Fans are to exhaust through joist or rafter space above to outs ide . F . Bathroom walls and ceilings shall be finished with 3 coats of enamel oil base glass over waterproof gypsum board . G . Ceramic the (or equal impervious surface) shall be installed over water proof gypsum wall board around bath tubs and showers to a height of 6 ' 0" above floor . H . Bathroom floors shall be covered with seamless sheet material . Install a 5" waterproof base at walls . I . Handrails shall return to wall at ends . 598 J . Pressure rel ief valves are required for all water heaters , and are to be installed either in separate water port or in port for hot water 1 ine . Shut-off valves may not be located between a water tank and relief valve . K . Heating , cooking and similar service equipment shall be U . S . approved . L . All insulation shall be non-combustible . M . All steel railings to be painted with emeron paint . (Unless otherwise noted ) . (Verify color with owner) . T ` t ► � ' � [ � � � r 'M� � s l III III 111 111 I I III 1 1 III t l i I I ! I I I I 1 VIII 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � t l l l l I i I t . I `` I I I I I I i 1 I 1 I I I I I I 1 I 1 I I ! ! I I l i � l i i � l i � i i i i i i � i � i i i i � i i i i � i ••• ._._ .:*�"^-..�� - ,,,R .. ..: NOTE : IF THIS MICROFILMED 2 3 4 5 6 7 3 9 I I ! 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --_ OE 62 BZ LZ 92 SZ bZ ca Z ' 07;' dl of L I 91 51 b l E I Z I 1 1 01 6 e L 9 S b E z ►IIII111�11111�1�1�1��111��111I�I��II�Iilt�lsl1�1111�4.114�IIIIIIIN��LN�1��:111: i��a,��li�,i�llilll�ll!��Illl,�tl�,�1#1,IllltlUl��jii�,�fff'f�Itllllil�l111NtI1.IIIlI�iU.11111111111�11)9� JUN 25, ) 1990 •�d'`¢�' .... •�Yr" ,��/ w.r.. .re..'�.iW. -w,� yy.,., .. _ y. ,Tr4.t�-wn ._...._.,,,.,,..... -moi .. w,. .-. ......,......». . . .. i.r:rt.:.rr .a.. _. •:.--a..�.,» .aw.y LUMBER GRf,DES : POSTS DFA #2 or Hem Fir #2 or better BEAMS 4" width x depths thru DF/L #2 or Hem Fir #2 or better 6"width x 10" depth & larger DF/L #1 or Hem Fir #1 or better JOISTS & RAFTERS Truss King See Manufacturers specs . STUDS 2 x 4 DFL or Hem Fir #3 Stud Grade or better 2 x 6 DF/L or Hem Fir #3 or better DECKING 2 . 4 . 1 Plywood DFIL #3 or Hem Fir ,#2 or better 1 1./8" T & G Plywood SILLS , PLATES & BLOCKING DFJL #3 or Hem Fir #3 or better PLYWOOD SHEATHING Floors 1 1 /8" 2 ' 4 ' 1 ' Plywood Walls 1/2" Standard Structural P . I . 32/16 Roof 1/2" Standard Structural P . I . 32/16 At exposed soffits , roof sheathing to be graded CCX , plugged and touch sanded . All sheathing to be made with intermediate or exterior glue . wrrl��r`�� i+�IW� , r 'O.IMY�+.,..^+'w�w.� ` ''^...w..._.r...w+a.. � _ .z1+"...�eu..�►..�,� .r r '.Y'K~--MW � R ,` � 1 � ' � I �I � 1 � 1 ' I � I ' I ' �' I ' I ' h� ' Ir�li� �lll'IIIItItIIIIIt � tItITI11t Ill � tl.� lt � ifl � � � lt � t � l ` IIlIt1 � I � I � 11 � � � III) t III � IIi � Ii � l � l I � I � i � l 1111111 111 ItI � It III 11 � III SII 111 111 Ilf 111 I � 1 • ; ^"'.�IIR.1' . I � I I I I � I � II � IIIIII � 1 � 2 3 4 5 6 7 B 9 I' 12 I I NOTE : IF THIS MICROFILMED ... .�...,. 0 Mr DRAWING IS LESS CLEAR THAN DIIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - OE 62 8Z [.Z %)ZZ 1 OZ 6 P ! L I JE I a , 1 I 01 6 8 1 - g S _—.b Z ! 3IMlbW ��IIIII�II��I��il��i�liiiil��I�it�11i�1�tIIIII111I111111111I111�N��11�.�ll.itl�IlilllJh��Ii�itit�ll��lll�l�lUtILi11IfE�1IilLLtfit�t1f1I1111IUWlIIIAIIIItII.I`11�h111l�l.11l�--..I..--'WJ�ttllJJlJI!! --I--. I JUN 25 1990 .c,. ll:�,ull�lll�I�WIIIIu.II!ll�lllJLIIIII Ul��11�11111 , ,r ,_ .,� .. _�+.,,,� ,w - -.___.... ._... ._ .. i...nw..::�.'r"� - ..�.rIw+1We�1'h.» `i`" AIM"'"""'►' �,-:, :Z FRAMING INSTALLATION : A . Stud Framing 1 . Secure sills 'to foundation . Provide two top plates 2 inches thick by width of studs . Install studs in continuous lengths without splices 16 inches on center or as indicated . Overlap double top plates at least 6 inches at wall intersections . 2 . Triple studs at corners and partition intersections . Frame openings : a . Double studs at headers : openings less than 10 feet . b . Triple studs at headers : openings 10 feet and greater . Set studs to back up vertical joints in gypsum wallboard with stud faces not over 1 /8 inch out of alignment with the faces of adjacent framing member . One wedge cut stud per 8 lineal feet of wall , maximum . B . Headers 1 . Continuous headers , same width as studs . 2 . Toe nail headers to stud and cripples at opening framing . Face nail to full height studs @ 4 ' -0" @ Horiz . @ Common Wall . C . Blocking and miscellaneous framing . 1 . Use 2 inch thick blocking by depth of stud space ; wedge , align and nail in place . 2 . Locate blocking to facilitate installation of finishing materials , fixtures , specialty items and trim . 3 . Block edges of exterior wall sheathing . 4 . Framing for mechanical work and electrical . a . Frame members for passage of pipes and ducts to avoid cutting structural members . b . Minimize cutting , notching , or boring of framing members for passage of pipes or conduits . c . Reinforce framing members where damaged by cutting . D . Joist and rafter framirg . 1 . Install with crown edge up . 2 . Support ends of each member minimum 11 inch of bearing , E . Beams 1 . Install with crown edge up . 2 . Provide at least 4 inches bearing at ends of each member , net , or as shown on drawings . y 1 „ .. .. - ..: :.. ,.. .:. _. :... ... .. ....., .:. T,.,.. - � c... r -,...r .,,,ems. -- �.. . ... ;3, .,. �_ „4,:. ,r - "' +`+r►'R!.. ,,.�rlY�.`s ,,, r P:i `` �` � li � l � � 111 111 111 ' 11 ii'�� 11t o � l ` I � Itt111 � 111 111 1 (1 1�T� 1 � 1 I ( I � up III � III I � I � I � Iiillt ` 111 111 111 Ill � l� t 1 � 11t � 1 i � 1 , l � 1 111 ' 111 II1 � 111 III , III III � III Tll � lll � ill � lll Ill � rlr ' 11 � , t11 � � # 2 3 4 5 6 7 8 9 10 11 12 NOTE : IF THIS MICROFILMED �..�•��•—�"— --.� ----- -- -- DRAWIIJG IS LESS CLEAR THAN { THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. , — _ _ - _- - ------ _- _ 0C 6Z 8Z r.Z 92 SZ V EZ 4?2 1 02 61 91 L I 91 G1 b t E I Z I I I of 6 8 L 9 S b E Z 1 ►II�IIII��III�I�I�I��I��Il�II��I��III�f�l11+I111I1111�1111IN1 �$1 111�11 I11�liIIIt1l1�Lf-II�IIII�IIJ�tIII 11.11111#141". 111111,11uhl fill 1 111wilullAu 11111t�W 6dunhuthoduhm JUN 25 : 1990 nc`s• r•- i► -.'u^.`"t"- �,,. ".......`-,-""'.-�..'....v.........�..... `..,.r,_._. .a..._-.�.._..,u. __ _...:+{r...,.._�-'- - �' .w......._....Y.... ..__ ...__.,...,.•.•---..�._...._. _....,�P .,er�,� .w..� - -y:a�a�1HI�C. .w. .enruiww.n.rrw+......»..„ .. ., .....,,..... .... +dM ...•- .. f FRAMING INSTALLATION (continued) F . Root sheathing 1 . Install with face grain at right angles to supports , continuous over two or more spans . Stagger panel end joints . 2 . Install one plyclip at each unsupported joint . 3 . Nail 6 inches o . calong panel edges and 12 inches o . c . at intermediate supports with 8d common nails . G . Plywood wall sheathing 1 . Install with face grain parallel to supports , with edges blocked . 2 . Allow minimum l/16 inch space at end joints and 1/8 inch at edge points . 3 . Nail 6 inches o . c . al ong panel edges and 12 inches o .c . a t intermediate supports with 6d common nails , or as indicated . BUILDING PAPER INSTALLATION A . Cover surfaces without wrinkles or buckles . B . Lap horizontal joints 3 inches , 6 inches at vertical joints , and carry into openings , up walls 12 inches , and down sides 6 inches minimum. C . Locate end laps at least 18 inches from internal and external corners . D . Offset vertical joi - ts in rows by 12 inches . E . Double l ,oyer 18 inches wide at internal and external corners . F . IntegratE with flashing , sealants , and roofing systems to insure water-tigitness . • .�;_ _..... � .. "'+x-_ .,, � �'I.!1iil.�iiliYi�VETI r 'F ! f•..,. ,... ... :...,�F•v-rw -..r,.,..r;i+`i-yrrJiw „ a._ wr...w.a ^ ....pnr,.: v Inv.., Yl 4 ., '� � � r � ri ��i � r � rir r1 , � r1r r �'�_� 11r r1t � tlt IIt � r11 rIr � 11r 111 I � 1 1-ri tIlr Ilr rll III rlr ilr r r r r r I 1 1 I I 1 I I 1 i I .. . � a - � � � � � � � 11 � 1 � 1 � 1 ' l i l � l � l � III � rIr � rlrlril r � rlrlr � rlr � rlr 11r � r1rlrlr � rir r � r � rlr � rlr � rir i IF THIS MICROFILMED � 23 4 5 6 7 8 9I I}I0 I 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO I THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 L2 9Z SZ b2 E2 --22 1� 02 61 BI LI 91 SI bl -- EI 21 I1 0I - 6 A L 9 S b E Z I31NA2" ►ttilllllrrrrlrrrrlrrrrlrrrrlrnrlrrr�irrr�It11II111III11�1111I1N�,11 .11 �� 1�111�111UlLillflllllol!ll�l� , iu11�111L11� �# Wllfflfih�Il�lluJoolL�loli��ui� .., �. f,tt�t _ lI�WI1Wl�IIII . 'J GYPSUM WALL BOARD INSTALLATION A . Gypsum wallboard I . Regular or fire-rated type "X " meeting requirements of ASTM C36 in 5/8 thickness . 2 • Water resistant gypsum wallboard meeting requirements of ASTM C630 in P or 5/8 thickness , regular or fire rated type "X " . Tapered . 3 . Exterior gypsum soffit board , i " or 5/8 inch thick as indicated . B . Manufacturers ' standard metal trim at external corners and wallboard abuts other materials . where C . Fasteners 1 . Annular ring nails meeting ASTM C380 type GWB-54 , 1 -1 /8 inch inch or 1 -3/8 inch lo.; 1 � y for 3/8 inch , I inch , or 5/8 inch thick material respectively . 2 . Adhesive meeting ASTM C557 requirements for gypsum wallboard to wood ood 3 . Laminating adhesive as recommended by wallboard manufacturer . D . Joint treatment materials complying with ASTM C475 requirements . q ents . E . Gypsum texture finishes : I . Wall and ceiling finish : spray application , U . S . Gypsum "s r texture Gypsum or National G � �� yP pay testure , white color , wall spray" or approved . Orangepeel F . Provide fire rated construction in accordance with indicated test assemblies (UL or other recognized agency) . approved G . At 1 hr walls use 6d coolers @7" o .c . ( typical ) . look a W11- �l _ � ' � ,r:...�.,,.... s!•-xur.-ii�d:. t.tW47.it.78EcJliffliliF.sV.,:,,.�.vw.,..,+n..-.xviwlsae�.•r,.�R�11�- • a •..9, �. , rw-;''1 l•Y•w. ,. .. .. _ 11 II ► 111Iil � � � '� 111I111i1111111111Ij11111I ► 1iIIIII � lIlII � lillllll1111111 M � 1 + 1 iii ill ISI ISI ISI l � � � � l I ( I � I � I ISI y � � . .� NOTE : I F THIS M ICROF I LMED -2 3 4 15 6 12 8 9 10 I I DRAWING IS LESS CLEAR THAN THIS NOTICE . IT IS DUE TO 1 THE QUALITY OF THE ORIGINAL i DRAWING. i E 61 91 L 1 91 S1 b 1 E I Z I I I 01 6 9 L 9 S V E Z X111 111111111 tlll�llll 1111�1111�1111�111�111�1��1l1111�11lIIIIN��! +�:ull�.� .11��l�L1I,�1U1�1.111111111I�1�11��I�IlI11I1.I1�il�t�tlitll��i�rit�Itllilllu�Illli1111I1111.11uhJuu1�1u1�.� ' 251 ) 1990 .- _, sem- 11�11J�I�1l1�1111� k rr r 4. �'M`+ '/• ��^��,y}.r:...„]•„.+.;.yam,. ny uN: «�(,: ♦ .AN: ... ... ....... .... _- .. .lrrwl.r vw.....+k......wew.w...w. srwr,.v.w..�...+ wr.. ,.� L✓'�”' •i' +1-�I,::f.► NAIL ING SCHEDULE Standard nail ing schedule shall be as fol lows : A . Mud Sill - Use 2 OX 10" anchor bolts at 6 ' - 0'" o . c . B . 2" X 10 " Decking -Nail w/3-16d ea . bearing . Joints may be randomly spaced provided the system is applied to not less than three continuous spans , planks are center-matched and end-matched or splined , each plank bears on at least one support and joints are separated by at least 24 inches in adjacent pieces . C . Bottom Plate - Nail w/16d at 16" o . c . D. Studs - Nail w/2-16d ea . end . E . Top Plates - Nail w/16d at 16" o . c . F . Roof Sheathing - (J " 30/1 2Panel Index ) - Nail edges w/8d at 6" o . c . , nail interior 'w/8d at 121' O . C . G . Floor Sheathing - ( 2 . 4. 1 PWD ) - Nail edges wJlOd at 6" o .c . , nail interior w/10d at 12" o . c . H . Wall Sheathing - 32/1 6Panel Index - Nail edges w/8d at 6" o . c . nail interior w/8d at 12" o . c . I . Soffit at Eaves - 2 " ext . "C-C " plug and touch sanded . Nail wj8d at 6" o . c . edges , 12" o .c . intermediate . NOTE : Above nailing schedule to be used unless otherwise noted . DESIGN UNIT LOADS ( in pounds per square foot) LIVE LOAD DEAD LOAD TOTAL Roofs 30 + 15 45 Floors 50 + 35 85 Balconies , private 40 + 15 55 Stairways 100 + 15 115 Wind 20 v OI/O!!iN R � 1 111111111111 111 � IIII11'11111 11111 � ill III1111111111 I f 2 3 5 6 7 9 NOTE : I F THIS MICROFILMED = - --- - -4 1 1 1 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 82 a 9Z SZ V2 EZ - Zz 1 CMZ 61 131 L I 91 SI b I El 21 11 01 6 9 1 9 5 0 E z i awise �111111111111111111�1111�1111{1Hlllltlllllt�lllllllllllltllllll�NN:�N _. 11.f.Tr1:1�.1.1111111111U(1�I11I1111�11!,��dll ii ''.'.'--.'11.'••.'.'II... � "� __`--.-'_- I- JUN �, �,11111�1.111�utEtlltttf�itfrl11,11i1u11111�1111�Iu1�lU1�111�!!Il!!�9lW! �11�111111i111'�u�l�ll11 1�1�11,11u111h�lllllllll t , r ) 1990 ..aP,y.�.., - � "�vPbi �. ^T�sarp�utdiii�r.,. ....... _.,.. ........_., .......,..... .......�.. ..q�irr«..Nw.� 7 .rrw: ' Ik. - :.xiw - _�....�..►.,,,.�'� '_.-._ ._. 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Cot-1cv-1k+( o--mj For Teevi' Add, Iowa' catC1.�, !� 1 ► b�•.-s G�s� f�t�C? r bs /'�tZ QS ck owQ�L So evej-s Lk r /-ft'` Iodr 1�s /cf L D f L-) (0 it L) t,ak ! o r� �e1V �� S Foc ► S a�,.s rlq"t fo CX ►�si� shits r4rcUkt� L-cc.�.) to Ems.sfi Wa l � � 5-QfEIRK ! =X � x ss f,5' o� � l Pos f w o� toakol -fb 1-4c�nd awt 8c-a � Cakslracilom h fo &7ejf Wcl 11 0"1;4— wa [I Ad ,, �.-v f3 ) ' �sAF or I1 `f 2 uk► t Load to Ex tc.t- • t 1 loos t G3 °Y Ss iifa,s - lev"x Ys-lA-r3 �-- I �ea►^�"' s ►� o w cv- r poo fc,�z M 2 -j < <� ► 2� so,� //IS .� iso AS,5 u. ►�-,� X 1 �SS� ► X g po -JI D d � sj drY f ....._ _ w.'�x; ��,,.� � 5:,�.�:.o.-, _ ,► fir" � ��,, . 1 II � l � � i � lll � l I � 1 ' I � � 11"�-� I � I I � III � I I � I � I � I I � II111lI �1 ' Iji 1 ( I � I ,lll � t � l � l I � tll � lll � l � l � l I � III � II1 � 1 � 1 � I I � I � I � III � III � I� I � I � I � II1 � 1 � 1 � 1 ill ' III ` I � I � I � IIT � III � 1 � 1 � 1 � Il � llll � ili ' il � � iis NOTE : I F THIS MICROFILMED �.�..:�..�.�._� `-- .......`_ 2 _ 3 4 � 10 I � _ 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. . _. . . .V..____-_.-_- _-_.r-- 0c 62 8Z LZ 9Z SZ 0 cZ ZZ 1 0z 6 t 91 LI 91 sl t I E t 21 11 01 6 8 L 9 S b E Z 1 �NI�IIII�IIII�IIII��I��i�II�I��1��1111�IIII�IIIlI1111�1111IIiI1M11N�I1�1.- LI11lUl �I�IIII�II!IIOIIf �I��I�ItIi151 11�1 ��R�11111tt�lttililllllJlll�l11�1111I1U1��1�L11�11UIU IJ111iI11U�1111111 l�1lUIlIIIMIUIIlIUllltl �f JUN 0 2 ) 1990 40 — .._ '! _... •, _ naw a• ,.•r--»- . 10�f7•+le• . ... . :: "�7�' ...e .... ..r....-.....,�yp,,:.,.r, t:.. �.. ,. -` '" .. r!wlw. --:� -. ---- r".'�• •. _....,,,.+sem ... ..._.....-�:....�,...._�..- --+W.wld. i FeLJ, AJ,;,jfw4-4S 100 LAJ I3 9, X � 3 I-S�� el F3. ac-f Z� () Se, /\ 14 l �h, h w of L�..�t � � Po s s �d s.��or� Zo Pos f ea c, sp a Kj A -6� p 11 ! � o Ass W i d., Pot Iiisx 't 3x�� Z Z= ( z 79S) S-6) s � 8 I3So X t. tr1.33,11q- Use- 'CSK ow L oa� F0.�.rt or e QFa c.fo� S - 13 3. 1 l 710, 97 o C 1%4-c-k S v 1 -L � 6 tzv .3 C't7s7--0 2. 1( 7q Zt act, / / Z X t� X W Vf� t a G X S po s fs er vl to su pPo p-f s ,r..'°"IrANr3.'°s��6^ .,;�Lqg' .�' ._ _ �M'� _..n I..1� .�.._- _ '� .w ,y,,,, _.-. _ —.... . __..,�w._ a -. 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TOM .,; ;� ,•�.,... _�. - — - - -- ...._. _.- _ .;!n°h4..,..�.. ..w., ..._ 1i1k ,� pa�seu�M�YIU '` Yi1"14'. '� � i � l { 1 I I I { I . 1 1 I � I I I fel I I SII I I lI � t l l { I 1 1 I ' I I It II I Ilt V I I I III { III III IIIII � � t11111 - - ,• '" "`� } NOTE : IF THIS MICROFILMED ►...:.. ....—. -�-.-�:�...... 2 3 4 5 7 8 I D I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO �— TIiE QUALITY OF Tlf- ORIGINAL DRAWING. •--- - - _- - - ---___ __--- - - - --_---------------------- - -- -- ----- -- .� , 0c 6Z 92 1Z 9Z SZ tiZ EZ ZZ 1 0Z 61 of L 1 91 51 b I c I 21 11 01 6 6 1 9 9 b E ►II{I111�1111{Ilil�llli{IIIIIIIiI{111111111�1111�1111111i1�11 IL�1111.{0til,i)Illrlll�l 611 1ulItII�I.)IIim 111 - IjlliltulL�11111111111u1�111�hW1.! 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LZ &?Z SZ tiZ _ EZ ZZ . . ._1 0z 61 el LI 91 GI b I El ZI I 111 011 6 9 L 9 S b E z 1 alum �r11�111111111�111III++I�+++III►I1�+iu1111�11111�111111�111� ll�llLl�t��flt`Illi�f.l!1�1�1��I�ttllall��lfllt��tN�tttt�ItWalll�t11111111�Ill�IlUllll111� .. � 11�U�LW�.1111�II11 � : JUN 2 5 , w) 1990- AM.-. . .-,•r,.,.a�,d, ,_ ._... .„:.... .-..:w.w6l+^` ..r..� _ .w ,.._...._�.._.4. _ ._.....-.1�.`*"'� ;t�,.n:.__ ,.:.«...__�.. .�,.„r., .�..rowaa.r. .. _. __- t.aw.ram .+ur,.n...w.,<,.,........v..:...,..,.�.., ,,.�..,„_r«._....,�.,. .._.:.��10 r �” s -►�oo+�' 13 4K n rs / 3� x.r � S"ov — 1 ,3 -t us<1 214f W;ds' ro e p I t" tb ?k i u �l • L 10,053 E0Nc� co 23 , �5 �Y K SRP li _ M : 4—m:—:b '�:. � � . " f� � � l � t ►I � t � i � t � � � t � I � t � � � ��I � t � �� l � t � � � t � l � t � 0 � t � � � ti � ilT� �i � � � r� i ��r� � � i � �� i � � � t + � � � � � � t � � � t � � � t � � n � � � � � l � I � � � I � � � I �� I � � � t � � � � � � � � � � � � � � i � � � t � � � t � t � i � � t � I � � i � i � � � ti � i � ► li� i � � � � _ � ,�. NOTE : I F THIS MICROFILMED - 2 3 7 8 9 Q i 12 DRAWING IS LESS CLEAR THAN i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL `" DRAWING. OE ez ez a 9z sz *z Ez zz t 02 61 81 L I 91 sl 4 i E I 21 11 01 �6 9 [ 9 s b E �►�� I�� I��I��I�{��I��I��r��lit�ilii��it�i�: . . .�t�l�tot�uu�u�tliiiilu�,�tt i�t�u�a�at�ttt4nttluiillt�r�tlui�lttutlutt�uul�w u�tuliw�tu�liiii JUN 251, 1990 L 1/jj •� , y,, - �w•� r.,. �+ .-..,_.,,.n:DiP.. .. AM -•r , _. +,,, 4 0 OEP1l1■ � .��.",,,� !�tZ PANELS. TCN � LWI 23--,L„�Q SPA: 4 ISN. INCR: TLS= 15 BLS= 0 LSR= 15 NAIL= 15 INPUT TEARING : JT 1 3 — 8 JT-10 3— 8 CALC. L . L . DEFL . = .55 IN. INPUT L/140 DL + 1 /2 LL CAMEEk BETUEEN SUPPORTS = 0-5/8 INCHES MAX . PURLIN SPACE = 3 . 2 FT MAX . UNBRACED BOT . LH . LEN . = 10 . 0 F1 TRUSS HEIGHT 4 - 4 - 0 81 /01 /41.0 . 3V 7 REGUFST NO . - BID'- 1510 36' TAPER FLAT IRVINGTON 43 62AA 0 . 00/ 12- 0. 00/ 12 36- 0- 0 0 HEEL 0 - 0 W 0- 0 GVHR WARNING- DO NOT USE THESE COST FIGURES YOUR COSTS . THESE STANDARD COSTS BASED ON SPECIFIC EXPERIENCE OI 131'HFPS . Sal 8G05 S. ^J. SURNHAM AVE, P. O. BOX 23295 - PHONE: 639- 1141 TIGARD, OREGOt4 912 »c gun Lia ' db-' r .105 . 3 EA . r _ mw :E . SAN RUM FAB SEr FAk RUN MAN MINUTE :52 358 1 -71 ! 3*78 �H(1RIf5 SIDF.%: DE'-CRIPTIGN C i NP . ? Tf f�r7 . 1 D .F !k - !. ARCH- . ?c_ wFQ� -►Y K0 . 2 I1. FIk-LARCH WEBS 4 - 1.4 5- 14 ,'- i 3 6 -- 1 ' ' - 13 ?_ 1 ! 8- 1 '' � • � 1 9-� i f TUTAI. I,O: l LE ! m 4486. . i CAUTION- ABOVE INFORMATION FOR BIDDING ONLY . NOT Tn BE USED FOR DESIGN OR "APPICATION . CATALOG 9F r-107h 81/01 /20. 14 . 29.52 . PARE I ..FILE NAME c S i 4g; I FLBATAI MS F 11110 `IIP MIATA't47 M1•1n 7 � 4�' I PCI ` >'"' �." -� - � � � � ►� � � � � � � { � � � � � {'� i � � i � r { r1r iit { rtr 11t trt t�1�.Ir1 r�r r� t { r t { 1 1 {TI1� 1 111111 111 111 I { rlr� t 1 { rlr { r � � r11 { r t11 � � � 11t � � 11 � 1 � � � 1 � � 1 � � 11i �� 1i � iti � � � � � � � � � � � � � � �► �� io NOTE : IF THIS MICROFILMED R 2 ''4 5 7 8 ' DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _ _ --- ._.__ .._- - ._____ ___.__ .�_ - --- ' __ -- _ - - __ - --------------- ----- 0£ 6Z 8Z LZ 9Z SZ VZ £Z ~ ZZ 1 OZ 6 t 81 LI 9! 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I ALLOWABLE UNIFORM LOAD CHARTS ip Pounfs Par Uand Fo* (P.L.F.) 1050 SERIES FLCCIQ 1 WO SERIFS 1050 PSI #1 Structural D.F. owl 3A" CDX 12 PSI Sol/Strut D.F. aM13/8" CDX gprn 3x10 3x1_2 4x10 4x12 4x14 4x16 4x18 4x20 4x22 4x24 M'A WC, 3x12- 4x10 4x12 4x1' 4x18 4x18 4x20 4x22 1x34 T L L� T.L E T I T.L A T.L A T.L. & T.L.A T.L-A T.L Q T.L Y•l Q T. �� T•L T.L O T.L Q T.L Q T.L Q T.L Q T.L Q T.L Q 137 11; 1 IL' 16 136 121178-1 35-2699 131 112 178 167 136 121 178 180 235 280 9 10 120 95 156 142 120 104 156 155 206 232 248 308 10 120.95 156-142 .,, ),104156.1 -23 44-3 11 108 81 138 121 107 90 138 134 181 202 218 266 11 108.81 138121 107-90 138 134181-202218-266 12 97 70 125 106 97 79 126 117 162 177 195 233 230 297 12 97.70 125-10597-79 125-117162-17 7195-233 30-29 13 89 60 113 91 FA 09 113 103 147 156 176 205 207 261 239 324 13 89$0 113 91 69 113-103 147-155176-205207-261 2'3� -1 14 81 52 104 79 81 60 104 91 134 137 160 181 18A 131 21 1 7R7 248 349 14 61-62 104.73 1-60 '04-U1 134 137160.1h1188.231217.287248.34 15 76 46 9ci 80 75 63 96 80 124 122 147 161 172 205 198 255 1Z6 311 241 371 1411 15 76.46 96-69 75-53 06-80 124 12 147.161 172 20 198 25 26-311241 371 i6 70 40i fit 75 42 03 64 107 71 115 19087 1267 128 148 184 169 204 192 248 204 29 2 221 ? 17 3.� B3 54 8 16 0 7$1 70 7 9-71 115'-l-M136-143159-181-183-228208-277221 332 ti 61 31 78 47 61 36 78 SI 100 87 118 115 138 1q ' 158 IH1 179 27' 1A0 l61 1 7 60.35 77.54 5-42 3-64 107-97 127-128148-19169-20 19224 204 19/ 19 55 28 70 42 58 34 73 51 94 78 111 103 129 132 J iFi ' 'h 167 201 t 17 240 4; 18 b3 ' 69.47 61.38 78.57 10087 118-11 138.1158.18 179 22' 190.267 20 49 24 63 38 54 30 69 46 N 70 105 93 121 119 135 tat- 181 186 217 19 48 28 61.42 58 34 73-51 4-78 111-10 129-1 '48 16 167.201177-240 45 27--5y- 34 52 77, 66 41 84 53 99 8A 115 108 131 135 148 164 156 197. 20 43.24 '5538 54-30 9 46 70 105 93 121 1 1 139 14 157 181 166 217 22 41 20 52 30 49 .2 37 i 7' 79 57 Ja 1,j 1u3 9}' ' :4 122 +a0 149 147 179 21 39 22 50.34 62-27 -41 �4-63 -84 116-/ 131-13 148-1 156-197 23 37 18 48 27 47 22 59 34 76 52 89 69 103 89� 117 111 132 136 140 t821�27 35 20 4630 49 25 2 37 9 57 4.76 1109 98 124-12 140 14 147.179 24 34 16 44 24 46 20 57 31 72 47 i5 63 98 & 1 17 10+ 1?6 123 133 148 23 32.18 42 , 46.22 59-34 76.52 9-by 103.89 116.111130.13 140.162 25 40 22 43 18 54 28 69 43 81 58 94 74 107 92 120 113 126 135 37 20 41 17 52 26 66 39 78 53 90 68 102 84 115 103 120 124, 24 30.16 38 24 42 ?0 -31 70.47 2.63 -81 107-'101119-12 131-1 27 36 19 " 16 49 23 63 36 74 48 85 62 96 77 107 95 115 Ill i 25 35-22 39.18 50.28 -43 75.58 7.74 8-92 110 11 121.135 28 36 14 46 2t 5A 33 69 44 79 57 89 11 1u0 b- 1u• -- - _ -. 26 -� 33.20 36-17 26 59.39 70-53 0.68 1.84 101.10 112.124 � 33 13 42 20� 54 30 84 41 74 52 83 66 93 BU 103 96 2 7 30 18 33 16 3.23 55 36 5 48 74 62 4 77 95 104 114 30 40 19 51 26 60 37 69 _49 78 so e 7 la 9� 31 14 4n F1.33 -44 •57 78.71 7-87 96.104 31 37 17 48 26 56 3a 64 14 3 56 81 i 90 a2 29 J i 10 416 30 56.41 •52 73466 1-80 90-06 32 35 15 45 24 52 32 80 �t 68 62 76 63 84 75I 3p 5-18 -28 2-37 -48 460 76-74 84.89 33 42 22 40 29 57 381 64 48, 72 581 19 '0, 34 39 20 46 77 �,I r0 44' rF' �>a F 31 32.17 2-28 9.34 -44 -56 71-68 79-82 35 37 36 1 19 44 25 50 33 57 41 u 1 32 30 15 39 24 6.32 53.41 0.5? 7.63' 74 76 -- q tt ?4 18 30 64 38 60 4 u6 56 33 37.2? 329 038 5648 3-56 j69 70 37 45 28 61 36 57 J4 63 53 43 26 48 33 34 134-20 1-27 7.35 3.44 -54 5.65 38 1 -1 41 60 49 35 - _ _ 32-19 8-25 -33 50-41_ 6-50 1-61 39 , I 141 26 48 31 38 57 48 r 4 •30 7.38 3- 8-56 40 - 38 23 44 29 a9 36 5a a3 36 31.18 36 2 2 - t N 33 51 40 (, $7 34 2? 39-28 14F 31i 044 55-53 a2 I I 44 31 49 38 38 I I 32-20 7.26 233 7.41 5219 I 42 29 46 35 3 1.19 6-25 0-31 5-3 -46 44 I 44 33 4a •23 29 2-36 7The left hand number 111 each column is for stress car WWI lUdd. The right hand number in each column is for deflection or live load only. r 'r 4 '1 �, '� MFS. COW. .a 8905 S. 1,11. Eu NHAP-A AVE, P. O• BOX 23295 - PHONE: 61-59-1 111 71 ARD, ORE'�,D rii 97VA 1050 SERIES 1200 SERIES 1150 PSI #1 Structural D.F. and 5/8" CDX 1200 PSI Sel/Strut D.F. and 5/8" CDX ' I , I Sear, 3x10 3x12 4+x10 4x12 ' 4x14 34x18 4xirt 4x20 4x22 4x24 --* -- - - - -----T --- -�-- _ - - - -- -, 3x10 3x12 4x10 4x12 Ix1�! 4x18 4x18 4.20 4x22 4x24 T L T. ,� T.l. n T.L ^. T.L G T.L T.L L T. Q T. T.L O i Span ! 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