Loading...
HomeMy WebLinkAbout072-260-043Th t f 1 A 'f' t' 'MUST b is se o p ans an specs 0ca ions ,,. kept the job at aII times and it is unlawful to p s f make any ch-7�!. � cn same without :S wriffen perr�..�� on rom ��ie Department of Pula. lic Works, County of Butte.pc- e„3 rP& WALL IZI e M a :_ Zo Provode a�equafe cle2srdct 13, W' protection and a Type -A -Flue. t 4 LJ lu P. i yx ti k 'nstall smoke aefecfor o'@r collo. qq Provide adequate clearance Sr ;' �tiJ s (� f l� �-t © C� i4i' ; E protec}'s®n end a TYoe-ATI -Fls�e. 1 l QA 1 (fie wA LL I `( x I & E < : rrAll ii 1 v k r , 4 � � f z �� I 3478'2 BUTTE COUNTY k _ - , v %-IPPR VE NOTE:—All Materials' & Workmanship Shall Be in 5�� Z ,� i9Pol�9f�-�Ga c Accordance with Recocnie 1 Gcod �'roctices and of a qualify ;ire ti� l e:' -f S e L / (0 feu. ,.;t .�i+vc F^rJ use in theE ,... � Uniform 8ui6ding, Numbing� Mechanical Codes and � Z� n. UP,[ the National Electrical Codi f I III II ..,.._z�.-....«........._......•,.,..v...,s..�...+...,v.........:.-......w.•....,......«:...�_...�.. ,.;....-,. ...___' r ..a�.w.aur.........w......�..,�....w.+.....r.....n..«....:v:.w.....�...._.r—.....+.�..,....• ��. .. s __.� . .-.,.,rtF.+.r,a+rwn++.+wrrwr�M^'.^+,e.r.w,xwwnwruw.w+V•......w..sw....+.++:, -.. ,, .w.....:. .. ...... ...::.. .. s: ., :,. .,. -, .. ...�...,,,.�,e., ..,. I � The mini um STATE RESIDENTIAL ENERGY REQUIREMENTS for this building Ii _ ..,..g ` Insulation: '_.. a Glazing: s �. Des and i n Tem are. ! ng: Sie.6 edge ...... R: --�"'r :._. - Sir:nit•��;ifi,.. >r?; sq. $} f Fdn. Walls . - - se;. ft. CJC7 Floors. - - - - - - - Rw�� Spic �i �.zad; sq t Wails - .. - - - - • R Special-acual; sq. it Ceiling/Roof - - - 22 .ap Vapor Barrier not requiired /F Circulating pipeP-' - .,..._._,...._.�.. Mfg,1�lds. &Drs. ce ��. & larlel�.'� x Ducts Ta6le 10-D U.l;C;. Sc -- winging Doors � ww,,+ arr stripN d i Htg. & A.C.: Exhaust Fans back Type act)/-/c-47Gas Pilots intermitrent igniflon 1 BTU Max. All Appliances certified ¢ Wtr. Htr. Type L hCa Other: 1 i 171 ..,.. �r I - ToF I A T i� ?{ ri i 'Yi l r t-� TPj T t, P I Oras iiR. fit tO &atPv4;re-e F'IF _ x m �_..-.ter, •4a—,�--,...- _ - .. { L(u/,,V6 AWeA TWE "x" �YPsuM i A l-l- Wp►LL5 G;AAA6 I 7 i�7y[�}�,'��m�i9F{'..af�1��i"o,,�t�'f'+'+�.�.,. ... � - �i.iFa9d'JIB'T�iC1��3�fd1LFL�.t<1frLlIY�,WARi'.flh..i d.a�� �PiWMCii+A+ci[4 i,,.�WFt.�A�'Weetltal7Ei-�F-,>•Wa..a'��--Fbrr>a ,a ...J L U ��,K r lYVs�p�,J<� 4 ♦ .. ,• � fli+'ir a .,:« ' v - att C�, a �JA�y�� j'., �.y� w i• w d';'y`• ; �j ,'II,. ... -.. . :.i . * "iy �"�.. r4ylw"t�a".+"' •}"ttu�tG ����^�Nt�'aask a'n�' �y ,. N, �r� e YY / 9 R � 'T•.+'.S.' •Mt�an t k APPLt HD7N, HL requirement, Locate on stun, indicated by draw, WOf)t! Wail 5eCtIOnS.+ z � .;0 (irole 9 aigrl,Patent C �? 1 t ARCHITECT'S SPECIFIG. ' r��. � �, Lb- +,�.1I � �= ;� 1 C4� Hp (HDN) HoldownS $hail t,. . ..-`-` ---- w + al 224003 quality to SOPSON STRONG - r' - Company, Embedment of base b, FINiSW• S HD6, YD7 2!h $ gauQc �A A P elle pen `' f dal corrosion rote HAD. HOLDOWNS Bolt An , r TAF Conr creteTest Stud tya 2 2%- 3 9ya` 0.0,114 NO, BODY THICKNESS SLr THICi aT ak ;, 9• i t' 14' : 10 15' f1D 2 7 gauge; 7r z , t' 25[0 3610 $410 r 6500 0 750520 HD S' 7gauge HO 2N HD 5N HD 7N 4a' -Y4 t' 9' I1' 14' STD 7' :239 in1i1 Y'ar i V 22 3010 5460 HM F. 239 inch '/1a 1AII00 i+a,fe VAluesat,° „•r. ltsinscslltd' ns Cha,�ygid Down.A'nchor steal M.be tocaicd c J: 'The ankhor bottbet+:nen tbo concrete and) scvrn:timt3lhe.aA,t,ttarboltdiaq•Iptazn ' 'Stud.bsse$ are to be checkLd for comer s <'r"aloes r! ay be vicreased (`or dur4cirt of tt "-as bolt which connects the anchor to the til, th � APPLt HD7N, HL requirement, Locate on stun, indicated by draw, WOf)t! Wail 5eCtIOnS.+ z � .;0 (irole 9 aigrl,Patent C �? 1 t ARCHITECT'S SPECIFIG. ' r��. � �, Lb- +,�.1I � �= ;� 1 C4� Hp (HDN) HoldownS $hail t,. . ..-`-` ---- w + al 224003 quality to SOPSON STRONG - r' - Company, Embedment of base b, FINiSW• S HD6, YD7 2!h $ gauQc �A A P elle pen `' f dal corrosion rote HAD. HOLDOWNS Model Ha. Bolt An Avetago Ulllirale Design Load Valbe• When Ins IIeA an Stud Thickness 61 Conr creteTest Stud tya 2 2%- 3 9ya` 7.`_� MH` - r 'y �CitlF Model Ha. Bolt An Avetago Ulllirale Design Load Valbe• When Ins IIeA an Stud Thickness 61 Conr creteTest Stud tya 2 2%- 3 9ya` Dia, Mm, r Em6cdment tID 2, HO 5 HD 6 HD 7 HD 7 4�' 1, 1' IN, 9• i t' 14' : 10 15' (2) -%*.NIB (2)-Y4!MB' (3-WIV10 (3)"YoWS: 3 Th"M8: 19,200 19,000 18,660 28,600 28 600 +' 2450 3375 5060 6350 6350 2520 3610 $410 6500 7 100 25[0 3610 $410 r 6500 0 750520 2520 3610 5410 6500; 7500' 2520 3610 5410 6500 7500 HO 2N HD 5N HD 7N 4a' -Y4 t' 9' I1' 14' (20VM8 (2l^?�+'M/1 ?) 1'MB 8,800 11,600 20.3DU 2450 337'5 4800 2,520 3610 5640 22 3010 5460 2520 3610 6500 1 257,0 9610 65011 tar k r1aM£+� �t3tnfi Model Average Te,f Oexlgn Laad• ` No, Stud Attachment Ultimate _ cidla J` Slad PAIII4;—h'MBor 12-16d Nails 11.4ti3 1600 PA23'. (3) -Ni A1B or 18i16d Nails 14,460 2900 PA28 O-VI'MBo� r 24-16d Nails 11.460, . 3150 t PA Ovi fL 04. '�t''niLit�11�r .0 �, "^�G � lFx,e• ACCEPTED--Sqe Research Reconlniendailon No, 1211 of the d 7Y ami+ t 10a? international Conference of Budding Officials (Unilorm'Building r 1 a rr Code), �. I o "May allowed he Increased for short term wind, 1 + lk 1 °i� kI0_ —S UOS Y cod aSeISmIC) Where b (� i� 4 11PICILfit 9ETW101 Ft00n5 F4 th� 10 Cbpyi - Typictrl blatn!iatlon for H,,02, iiDr,, ACCEPrTIE See Research Recdmmondation No, 121 i of 0 a' Inferno wonw terence of Building Officials (Uniform Building Coda).; tThls r F H07 anchorage 1,4 the unqualified I,C,B4O, -pacification, Standard washers are required wlth anchorage bolts, The anchor bolt shall have the minimum v ocatbod. ment to resist the design toad, with c (Tank rnturn Z' times the diameter. Your' engineer may specify any alternate any "• ` � '; :, calculated to provide the required sandhoragge Iory,7ur sp.Tt i, lob, machine bolts with embedded washer calculated by ' f' r r G cone i, rmtila, 'Basic alloviahle values as staled are limlted by code values into the studF;Shori d y , Na �+` .-$coos term increases may be taken as allowed by coda, banal to exceed'h of average* xati�ato r ,. it tested uhimete and other engineering limitations. 1, 014, VtRM�S?�5iY11C. 4 >r9� PA HOLDOWNS ��3 a t3tr1T' �nl>r tar k r1aM£+� �t3tnfi Model Average Te,f Oexlgn Laad• ` No, Stud Attachment Ultimate _ cidla J` Slad PAIII4;—h'MBor 12-16d Nails 11.4ti3 1600 PA23'. (3) -Ni A1B or 18i16d Nails 14,460 2900 PA28 O-VI'MBo� r 24-16d Nails 11.460, . 3150 t PA Ovi fL 04. '�t''niLit�11�r .0 �, "^�G � lFx,e• ACCEPTED--Sqe Research Reconlniendailon No, 1211 of the d 7Y ami+ t 10a? international Conference of Budding Officials (Unilorm'Building r 1 a rr Code), �. I o "May allowed he Increased for short term wind, 1 + lk 1 °i� kI0_ —S UOS Y cod aSeISmIC) Where b (� i� 4 11PICILfit 9ETW101 Ft00n5 F4 th� 10 Cbpyi tri P11s reel 1$$1 A. Robinson Street • , - � €'. CJ BOX 1576 OROVILLE,; CA. 9.5955 (916) 534-1911 as, , A: GAL,(F�`JRNIA, Cof2pO�iAT�QN August 23, 19$2, �� --'• $2-059, ,t �. Mr. Steve ',Bowman, �X Butte County 13uilding Dept.-, 7 County Center Dr. Oroville, Ca. 95365 R : bwyer Buaa ding Dear Steve; Please' refer to our conversation Friday regarding 'the, buttress . desi(jn for Doti Dwyer. The buttress was designed to be 2 wide, cast--in-place concrete. ' Mr. Dwyer is ro osin_ ' to revise P P g tr,a that to a, 16" width of pre-cast concrete block. Providing the design reinforcing steel and connecItiOns fare used, and the footing width is increased to 1611 the revised plan will have adequate mass and ability, to resist the designed lateral forces, - i r If you have any questions, please feel free to call. I Sinaerel.y r Ro; Or epj u Associates Alan G. Brown civil Engineer w AGB/cb NGINERS SURVYO.RS