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HomeMy WebLinkAbout048-010-0760 f�I.ilLblfiG Lirr>: 4r1 i . I � 0----. 4--, i b � tzooT'lN Gr I PLAN Vt o N I V, ' l • �-111.1 r � i � j11 't . rn ,1 l44'r; it a' 51 CSE V19W .`0`T� G yep Eh DWALL FOOTING SCALE: 1" = 11-0" IWW TYF`ICAL SLA13 ASSEMBLY REFER SULLDIN STEEL PrANFS 1 --Vju h.P1NG Lwe —",V� ti I i Fooniq&- l9 2 2i r`, Px.Itt,�rNG I.INI; j le-5Lr A55EM y-�Ep4t�i �A, ii it I N I .._Jjjj, (i litdTI li A li i = lif li�l . i I tt II ' jlr I i STING a,0YON1'a "Orrt.;M Boil 1 IIo11 S1PIC--VIE4 a CORNER FOOTING _ LINE-& 'SCALE: 1" - 11-0" TYi ICAL PIEF,1P1r_-T�EIR e�rrcAl M . j FRAME CENTERLINE - CONCRETE COLD JOINT MAY ALSO OCCUR x4 U.O.N. - S HAIRPI 0___ ATI6EL LI} U E;7i TYPICAL HAIRPIN I 4: SCALE: 1/2r II C6NCI2�°L'l. k�70'I'�3: I. Concrete shell hnve n min .;,,um compressive strength at 2' days and a maximum slump of: Strength.... 2500 psi Slump....' 2. Cement shall conform to ASTM C-1.50 Type l or I1. 3, Aggregate size shall be compatible v:lth placing and finishing Candi tlons and shall be maximum t" to 1-1/2" 1n sl,.e. 41 Aggregates shnlI conrorm to ASTM C-33. 5. Construction joints shall be prepared to expose clean, solidly embedded aggregate over the entire joint interface, !c• placement of pipes, conduits, or other embedded Items in concrete shall be in accordance with these Drawings. y, r„ontraction joints In slabs shall be so placed that the mnximum dimension and area of any section do not exceed 30 feet nor 600 square feet. respectively. FV. Structural steel shapes, tubes and pipes embedded In concrtlu shall have a minimum of 1” concrete cover. q. Bottoms of all footings shnii rest on firm, undisturbed soil. 10, Minimum depth shall be as noted oil Drawings. II, Remove all debris from forms before placing concrete. f;4, Follow A.C.I. recommendations for placing and curing concrete during hot or cold weather conditions. 0, Anchor bolts shall conform with ASTM A307. )M 1 N.PORC :C IVG SXC- JE� It Rei4forcing steel t -o cnnform to ASTM A615 and be Intermediate grade deformed bars - Type N, 0rade 40 unless otherwise noted on Drawings. 2. Unless otherwtse noted, lap reinforcing bars minimum 40 bar diameters. 3, Bends In relnroreing shall be in accordance with ACI 318-86. Q-. All dimensions shown for locations of reinforcing steel are to race or bar and denote clear coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is placed directly ngninst earth, and 2" where concrete Is exposed to earth but Is against forms. S, Slnba-on-grade shall have reinforcing at mid - depth unless otherwise noted. 6. Splices in continuous reinforcing shall hnve a lap of 40 bnr diameters minimum In concrete construction except where shown otherwise. Horizontal Imps in adjncent bars shall be Staggered 5' - e" minimum. verticnl barn uhali be ane piece full height. l A' STEEL DODR JAMS PCsr E—�EIMYJ� µ u}�'AC7UKtIMG NO 1/4 X 3/4" TEK SCREWS, • le" oz,,` \\y �L7X?XV8•• STEEL ANGLE 1/4' X 3/4" HEX SCLYS AT 73' OG. (ASM) R=71.m. 000R I" (16 MAX WIDTH) DOOR' DE CNdtNEL �. O 0Af. L 7 �. 1 � �^�LFILDItJC„ LINE � � F\ 1-1/2' ilAtri-pltJ � ca(4l� Z" r'" �aTiNCr ,®,■ Ms N d e, rc ¢Er TYPICAL FRAME BOLT rd .4! X05, (L�o W ME 4 17. 0 Llj , a O bUILDINCx %IPI ' dj oil rn o �!1 n�, d I l 2 2 P LAN We - e, --(d) ,,—(4) 3/¢''o X I D" 4J614051. wL'rS N ,fid W Z ISLAM WC-MI�,fy - 565 FW(4 t. Q 4 ji I ♦.Fv�t' � i �► rJ I 1 r 1 I 5!D� VIEW �/ 144N,fo oto o4l CORNER FOOTING -LINE 1 SCALE.- 1" - V - C41' TOP OF ANCI SEE L�Ot2 A TOP OF ANCHOR BOLT PROJECTION BOLT 131A. PROJECTION 1/2" 1-1/2' s/B" Z" 3/4, 2r ,®,■ Ms N d e, rc ¢Er TYPICAL FRAME BOLT - SCALS.- 1-1/12" = V -O" b _ NOTE: This Foundation was designed for a 40' x 106' x 16' eave height metal building designed and manufactured by Butler Manufacturing Co., Kansas City, Mo., and supplied by Nort Valley Building Systems Co., Chico, CA. Footing design and bolt anchorages were calculated based upon loading Information provided by Butler Manufacturing Co. In lieu of a solls test and report, a maximum soil bearing capacity of 1,000 psf was assumed for the calculations. Architect does not assume or accept responsibility for structural Integrity of the metal building, any of the building components, nor of the erection of the building. All anchor bolts shall be held in place by rigid templates prior to placing concrete. BUILDING LINk/ STRRL LINE — FRAIIMRLINE 611 Mm ANCHOR 13OLTS (19 p.Y x ING ey,i BEYOND — jIntl 1.•1�,�� --------- -- _�- I w I SIDE VIEW POOTiNG - SEE PLAN GeN ��- TYPICAL PRAMPE 1=00TING INCr I FwYING SCALE., Is a 1'-0 ,.---jj!1g;1AL:11dPEC.T10N NOTE:.- } Special Inspection shall be provided for the.tightning of all high - strength bolts within the metal building framing. ThiI.QW1 h411 hire the Special Inspector, Who shall be approved, in advance, by 1:6 Building Dept. The Special Inspector shall provide a schedule of required Inspections to tate Building Dept prior to making field observations. The Special Inspector shell observe the tightening of the high - strength bolts and keep a dally log, noting discrepancies, if any. The dally reports shall be flied with the Building Dept. weekly during conatruciion, whether of not discrepancies are corrected. All inspector's dally logs shall be maintained at the fob Site for review., by Building Inspectors. IKE UG `, r�` VAS'` 5i 1 ik '� vY'' I ` '• �. 11 ) 1 : tpv 5� �01 oil • � IiH1I�J � leo G'�d�11 J � 3�tr t 1 !t r - G La FOUNDATION PLAN!' SCALE t '118" V-011 `l �n O U ,®,■ Ms N d e, rc ¢Er 0 rd .4! X05, (L�o W ME 4 17. 0 Llj , a O !+� dj oil rn o �!1 .x ,fid W �n ,®,■ Ms 0 0 Z lc W ME M 17. 0 , a — U. �. dj ® 0 Mw ,fid W Z t. Q E re: Jl1NC- `27, 2oe�2 sliiEET NCA. 2. " o . I. 1 i I i ok36 GFW L D _..e_. �-.'"-.'"` •c+ ..._...•••�.-. � �' I N Cr � C) N.R I N �. CT � k71 T Ch1 t{.•-�--...�.,.-____'----_..---.—_:e� _.�......�...� - y'"+ PUTU 9-(5 `tip j�'�' cJ" . ` �.y, �'�- '�• � „1�'• �/ i�.�ILDING- I 0;/ �qc S , N .il DIN �s prlsrG; StrPT'C rANK-' S K'RDpQaD'I`/ MCH W NE -14 ��X15rGl 5errIC t rA 014 L I �3f I �`Li�=tom-$• E.xi srG�• .... � 1 s'tlr�G- tryls t G� C rAN tb L01 NG- 2 u I ra or, ILI I I M1 • T'1-IvRN Tr 6 �W � J �L.. i...__ ��'jJj� ,j mm V sCAls : in ii 4o1::o,1 U d .3o Y 4 r. 1 -�1 ,9N A•Y.� LOCATM MMPI' t 1 I I I THRESHOLD /: �� (� r • = 1 �: ,3 i C , 6 x•' nr �' !C �� y FINISH FLOOR LEVEL i UpT MO P R RTM l.�i:j�:�'C%4•a�r:�?fl4ty�i:�Y�JY 't>i yy{Y� '4,..J ,t G hp �j NNiNG DIVISION- P- P_lNAPG � . a :r `, -A_S_U_iIDING pPy n , , i� la n n r= r_l • T'1-IvRN Tr 6 �W � J �L.. i...__ ��'jJj� ,j mm V sCAls : in ii 4o1::o,1 U d LOCATM MMPI' t 1 I I I THRESHOLD p '%4 PROS BELOW V+ ' THRESHOLD y FINISH FLOOR LEVEL i SLOPE 112 WAX, l.�i:j�:�'C%4•a�r:�?fl4ty�i:�Y�JY 't>i yy{Y� '4,..J ,t G hp �j PART C.1^II N O"T" 11 PR®JECT AN?ALYSdS: .r,,,m, 9rtr GJA1,ro RCVt9,ONt3: I Nsl°G•-cTI ON �GtUI f1� Project: New _ ) w Storage Warehouse /Mini Storage Building PUPW& ME7'r4 L fbU Il -0l NCr Owner: Don & Dottie Brown �f GTI[7N ' T -EB SM" -r NOI c„ I f;0A, DE?moi L 5 _. , 2865 Cactus Avenue Chico, CA 95973 (530) 345-0670 Design Codes: 1996 Editions of California Untsorrn Codes Occupancy Group: 5-1 (Mediurn hazard storage) Construction Type: V -N f1 1f77C' iYl7► t/e . FILIor Area: 40'x 106' = 4,240 sq. ft. 4 V Allowable Floor Area (Basic): 8,000 sq. it. 1:51Occupant Load: 4240 / 300 = 14 5ve'e4a.Q.- f?? �,n f� Exits Required: 1 „ p��'4�`�n5`bn Z zr �p� �lr" J�' Exits Provided: 1 F- M A EM E CENTERLINE DOOR ro U �+ IWiOylARE i v NOTE DOOR GLOMS DOOR CLCSERS, K PRESENT, I W r• TV ^� WST CE SET 50 1WAT IT L "� TAXES DOOR AT LEAST THREE @ jfgi 5ECON05TO CLOSE FROM 07:9 AluNOt; TO 11'ITHN OF !� ME-TAL. it 1, , ir LL Uj .ems � rV". - kF t� MY —{ A -FLOOR LANUt - SCA LE : i /e" 1''� 0" Q O so COW so D 0 r J Q D Z W z 0 Li C-11 SPECIFIC ERECTION DRAWING LIST DESIGN CRITERIA SUMMARY KEY PLAN Shodowolli" Wall System - Panel PANEL DESIGN DATA Calculated sectional properties for Shodownlp wall panel materols use the 1986 edition of AJSI design manual. It is important to note that the design data ntlects the ollawoble volues of the .panel alone. Outside Face 1 7/16- 12* N 12' 12—.�� 36' ,Section Tl,rowah Panel .5=ti jn Properties for One Foot of _ Y]dib Panel Material ;-s E (10l) rn Weight (//Sq.FI.) Compression on outside Compr.•.ton on Inside Sx (fn3) 1 (in4j Sx (ir.3" l t (tn4) n 0,0770 2nSO0 ri 1.1781 0.4397 0.0340 0.0,1469 1 60 S 0.1142 N I 80 mph Wind Importance Factor 1.00 CON Enclosed in B 0 Seir.nie Zone 3 Seismic Performance Category r J Q D Z W z 0 Li C-11 SPECIFIC ERECTION DRAWING LIST DESIGN CRITERIA SUMMARY KEY PLAN Shodowolli" Wall System - Panel PANEL DESIGN DATA Calculated sectional properties for Shodownlp wall panel materols use the 1986 edition of AJSI design manual. It is important to note that the design data ntlects the ollawoble volues of the .panel alone. Outside Face 1 7/16- 12* N 12' 12—.�� 36' ,Section Tl,rowah Panel .5=ti jn Properties for One Foot of _ Y]dib Panel Material Design Thkk (fn.j E (10l) Fy () Weight (//Sq.FI.) Compression on outside Compr.•.ton on Inside Sx (fn3) 1 (in4j Sx (ir.3" l t (tn4) :b GA. Sleet 0,0770 2nSO0 SO 1.1781 0.4397 0.0340 0.0,1469 LIR-24 0 Roo Panel Design Data Calculated sectional properties for MR -24 roof panel materials wing 1986 edition of NSI design monual end repmerdotha center section, 24' 17" (Fluting) /—Outside Face 2e 3�4e S.cl n Thr euah_Penei 2 3/8" Section Prop�te••i, 1yvi0ntFaet dl Width Panel tdet«id 0sign k (in) We'ght (Ii E . Lb+'i FY Cl,, Cam �1On on Oula;M Canpensk» on Inside . Se (In3) t r.,,) S.M3) Inside 24 CA. St..e1 0,023 1 1.40 1 29500 1 60 1 0.0319 0.1259 0.0801 0.1142 THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU IN PATTING UP "OUR BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME >IZE AS THIS SHEET AND CAN BE IDENTIFIED INDIVIDUALLY FROM THE TITLES AND DRAWING SEQUENCE NUMBERS THAT APPEAR IN THE LOWER RIGHT HAND CORMER OF EACH DRAWING. DROINC TTi AG FA.E NO.: ROOF ITE: 02/16/83 a SECONDARY STRUCTURAL DRAwiNG NUMBER: " aN FRAMING PVN ID 83-123456-05L 02 / ' TITLE-" L DRAWING THE YEAR DURiK:, WHICH YOUR SEQUENCE ORDER WAS ENTERED NUMBER THE BUTLER ORDER NUMBER REVISION LEVEL OF THE DRAWING. OF YOUR ORDERREVISION THE DRAWING HAS NEVER BEEN REVISED, OD APPEARS HERE. 002-0113847-00 COVER DRAWING - SHEET 1 D02-083847-01 SPECIFIC ANCHOR BOLT DRAWING - SHEET 1 D02 -•083847 -DIA SPECIFIC REACTION DRAWING - SHEET 2 D02 -083847-01B ANCHOR BOLT DETAIL SHEET - SHEET 3 D02-063847-02 CROSS SECTION ERECTION DRAWING - SHEET 1 D02 -083847-02A CROSS SECTION ERECTION DRAWING - SHEET 2 D02-083847-OPB CROSS SECTION ERECTION DRAWING - SHEET 3 D07-083847-OZC CROSS SECTION ERECTION DRAWING - SHEET 4 D02 -083847-02D CROSS SECTION EREOTION DRAWING DETAIL SHEET - SHEET 5 D02-083847-03 WIND BRACING DRAWING - SHEET 1 002-OP3847-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN -SHEET 1 D02 -06847-04A ROOF SECONDARY STRUCTURAL UETAIL SHEET - SHEET 2 D02 -083847 -DS WALL SECONDARY STRUCTURAL ELEVATION - SHEET 1 002-08384'-05A WALL SECONDARY STRUCTURAL ELEVATION - SHEET 2 D02-083847-058 DOOR DETAIL DRAWING - SHEET 3 D02 -633847-05C WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 4 SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ARE SEVERAL EEE THE DRRAWIN� MANIFEST' FOR TION ANCOMPLETTE UST OF THESE DRAWINGS. The 1997 edition o: tt., "Uniform Building Code" by the Internotic,wl Conference of PRODUCT OF THE -� � m ORDER ENGINEERING SYSTEM -60 Building Ofncials (ICSO) PARTS SHOWN MAY BE UI'GRADED DUE TO STANDARDIZED FABRICATION. 80ding Use CatENERAL USE) Collateral Load Sights do sprinklers) 0,00 psf Roof Panel Dead Load 1.20 PI -If Live Load Roof Live Load 20.00 psf Tributary Land Reduction (YIN) Y Wind Load Wind Speed 80 mph Wind Importance Factor 1.00 Enclosure Classification Enclosed Wind Exposure Factor B Seismic rood Seir.nie Zone 3 Seismic Performance Category LD FORMED EOUIV TO Al011FY + 60 KSI RADE 6DROOF Soil Profile Type Basic Siruc. Seismic Res. D esponse Deflection System System Mod. Factor Amp, Factor Bracing Bldg. Firm, Concentrically 5.60 2.200 System braced frames u Main frames Moment -Res. Ordinary mo•.iant 4.50 2.800 Frm. System frames of steel BRACE ROS 3,;`4" k LESS A510 GRADE 1018 Analysis Procedure Equivalent Lateral Forcer Procedure FIELD WORK SUMMARY WALL SECONDARY FWD006 FIELD LOCATE HOLES IN EA1.•E STRUT FOR DOOR POST CONNECTION. FW0030 FIELD LOCATE SLOTS IN SIDEWALL G19T FOR SIDi ROD BRACING CONDITION. FW0072 FIELD WORK GIRT CHANNEL AT DOOF, POST. COVER DRAWING NOTES STANDARD NOTES: CD(,=l ATTACH PATENT PLATE 007849 TO THE WEB OF AN INTERMEDIATE FRAME SPECIAL. NOTE: Y REVISION NO. 111z1 COLUMN AT EYE LEVEL PRODUCT OF THE -� � m ORDER ENGINEERING SYSTEM -60 CD0002 PARTS SHOWN MAY BE UI'GRADED DUE TO STANDARDIZED FABRICATION. BUILDING ORDER DESCRIPTION: DRAWING TITLE REFER TO THE SHIPPING MANIFEST FOR POSSIL'LE SUBSTITUTIONS. NORTH VALLf Y tZEADY BUIL CHICO, CA CDO013 IF THESE DRAWINGS ARE Si -HE SEAL APPLIES ONLY TO THE COVER DRAWING CHK: 05/29/02 MATERIALS SUPPLIED BY BUTT -i MFG. CO. AND IS NOT INTENDED AS cLNERAL RF DRAWING NUMBER: D 02-083847-00 THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. t errBUTLER CDO017 MATERIALS ASTM VESIGNATION ---------------------------------'.---------------------------- STRUCT PLATE 1" de LESS A529 AN.) A572 FY - 55 KSI�,GMEE 55j STRUCT PLATE OVER 1" A529 AIJD A572 FY a 50 KSI 503IJGHTGAGE7 LD FORMED EOUIV TO Al011FY + 60 KSI RADE 6DROOF ANCWALL PANELSA653 AND A792 GRADE 50. 6. 80 ROUND TUBE A500 GRADE 8 FY 42 KSI SQUARE TUBE A500 GRADE B FY 46 KSI BRACE ROS 3,;`4" k LESS A510 GRADE 1018 BRACE RODS OVER 3/4- A572 GRADE 50 OR GREATER CD0026 DRAWIN S BOLTS CALL OUT THESE OLTS AND NUTS BYBY THEIRED AS AN ECOMP014ENT NO'S. MAW ASSEMBLY CONTAINS -•---------- -----------•----------- ....-..--------........-------------------------------------------- - 0097451 1/2X1-1/4 BOLT tl095085 AND NUT (0095032) 0097451 n �i Li° [' �` P!'+.. pt -a BUILDING D AR Y F--Ae.1 U 0097462 1/2X1-1/4 THN H BOLT 0096636) AND NUT (0095032) 0097464 1%2X1-3%4 CA V �OLT,(00 53310 ANDUT (IT095032) rr�� p, [r;t I y { J IL I( H �� 1}� 0097465 1/2X2 25T BOLT (0097280) AN'D (009 230) F,``d Il U tf U 0"' SPECIAL. NOTE: Y REVISION NO. 111z1 REVISION N0. 2 �~ -- M fi N U F A TURING COMPANY mr w: GENERAL OFFICES-I(AWAS CITY. A 510.1RI PRODUCT OF THE -� � m ORDER ENGINEERING SYSTEM -60 BUILDER: ~r PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE Di RAM406 EDA NORTH VALLf Y tZEADY BUIL CHICO, CA DON BROWN CNICO, CA 40X 1 06X 1 6 LRF 20# LL -F• 0#CLL 80 MPH EXP B UBC 9? SEISMIC ZONE 3 COVER DRAWING CHK: 05/29/02 DAM' /04/02 cLNERAL RF DRAWING NUMBER: D 02-083847-00 HEV. 01 t errBUTLER charm ar i Q Q Q Q Ew 106,-0" EW DAYS 301-0" 30'-0" 30'-0" �. �•.• - FRAME 6•. (TYP.) I. 910. 1 11 H II 1 II 1 f N A N U p A C T U R I ](G ---a A606 1 1 170N S,��ir9„ OWN Z0# LL +O*CLL I AS06 A3Y1 A391 A793 w � A]91 A793 2r-0• 1� 121-C_ 12'-o• Z, 11 1 ,-0. 121— Yr A{31 A{11 A{ CA 00. 2 CUTLER CclOft OFFI � A606 LAsod I 1 I 2r_p. ,_ 21-21-O 0- 0. x„11 121_0• X111 12'_0• �l� 121-0• I1 1 1 12•_p• _�1s 13 rte— A111 T• Atli A411 A/ll UNIT 1 ANCHOR BOLT PLAN STANDARD NOTES. AB0007 GIVE TOP OF FOUNDATION A TRONEL FINISH. THE FOUNDATION 'MUST DE SQUARE, LEVEL, AND SMOOTH. ASOOO9 ANCHOR DOLTS MUST BE LOCATED RY MEANS OF A TEHPLATE. DO NOT .HAND SET ANCHOR DOLTS. AB0010 ANCSOR BOLTS, NUTS. AND WASHERS MOST DE ASTM TYPE A307. ABOO13 USE REINFORCING STEEL. AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD ON ANCHOR DOLTS. ABOO14 C A U T I ON ............. RIGID FRAMES HAVE DOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE SASE OP THE Ci)LUMN. IN SOME CASES THE HORIZONTAL FORCE IS GREATER THAN THE VERTICAL. A FOUNDATION DESIGNED FOR A CONVENTIONAL STRUCTURE WILL NOT DE SATISFACTORY. FAILURE TO MARE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN FOUNDATION FAILURE. AB0015 FOUNDATION DESIGN AND ANCHOR DOLTS, NUTS AND HASHERS ARE NOT FURNISHED DY SUTLER. PROPER i2®E0942iT lM?.`THS MUST BE DESIGNED BY FOUNDATION DESIGN EhC.I n=- AB0016 REFER TO WALL PANEL ANCHOR BOLT DOXING FOR SPECIFIC EDGE OF FOUNDATION DETAILS. ABOO17 THE SOLID SLACK <> SYMBOL DESIMUXES A BRACED BAY OR SECTION. IL PR04'IrCi � � IVLLD1t><t Mr�srY PRQJZCTt BUILDING OADZR DL8C7l1PTY0Nt DAANtD•.G TITL.>C;1 IMN, ASALI3[>\D INrNt ���� � �"� 4OX1067d6 CRLtr 11ATYt 06/06/07 SPECIFIC ....�. ANCHOR HOLT "SHO ° 'CCOMPANY N A N U p A C T U R I ](G ---a NORTH V:1L,L);7C READX IIIISL 170N S,��ir9„ OWN Z0# LL +O*CLL ORDER EMCINEERINC CHICO, CA CHICO, CA 00 HPH )= H UHC 97ARhWiNQ02^OS�$47-01 QO 5-K1uNSA5 CIrY. �Iis50 SYSTEM SEIssMIC ZONE 3 .seek r9a�u. ■ Gb UNIT 1 - ENDWALL FRAME AT SIDEWALL GRID 1 a — v z aL DEAD LOAD 0.08 0.00 ENp EN WIND PRESSURE 0.00 1.57 LVS EN WIND SDCTIoN 0.00 -1.57 MAY. POS. REACTION 0.08 1.57 MAX. NEG. REACTION 0.00 -1.57 BRAND BAY REACTION - WIT 1 SIM` a997(NL) (NL) (EQ) (EQ) A 3- 4 5 3 5 1 3 RZVIBION No. 2 H (b Gt dD UNIT 1 - LNDWALL FRAME AT SIDEWALL GRID 6 UNIT 1 - FRIG AT SIDEWAL?, GRIDS 2, 3, 4 & 5 REACT CON NOTES: aX�IIAM HORIZONTAL it� ( ]PS.(Xlp - loPO OITIVDIRECTION IM SHOWN IN THE 7'ULLONING DIAGRAM. Z. MAW REACTIONS ARE STATED IN T.NCT(-P.IPB AND .ARE POSITIVE IN A SSE DIRECTION. 3. TRE TORCE ON THE ANCHOR BOLTS OR roty TION WILL BE IM Tim OPPOSITE DIRECTION TO THAT SHOW. RF'CTile. m linru LGVZIR� tAAD C iII�TIOUs. AND NUSATIV1t FROBM TIM SP�C2raA IIiDD BUILLDDING COOX "Ell OUT ADME CONSISTENT =TOMo'TI IM YACAC'S'ORS- (V) 6. THE W= LARD BRACING RL%MjoPHl DO NGT INCLUDE ZNP. ENS A7® IP PYACTIONS T" THE INVOOCEDIATE 1RAME. THESE REACTIONS SHOULD BE ADDED To OXT THE TOTAL 31twTIONS rat THE r=MhTION DESIGN.. V � 71 Z prtOjzCT WIraDW ORDER DESCRIPTIONS :. D=r= TITLES MWI RAMADOOX mr PRODUCT OF THE r urna+re®m�wr� MNAWW'. ""�40X106XI6aiDa BUTLER MRNUFACTUR1NG ----amuy®R �'ALL Y ��'�NE'�'�0 r'Y' + 0#Cl'r' SPECIFICIMAKM xuxmtCON B CA OWN 80 AQ'H M D DHC 97 REACTION DRAWINGCOMPANY ORDER ENGINEERINGCuxcO, CA ®02-083847-OIA 00 WIERM. OFFICES-KAWAS CITY. Ml%. l SYSTEM Sk*.I.S*aC ZONE 3 a l II I SIT t so 3� J 0 r so a ri 0 tri O O N iD O 1 0 3•-1, LDCA170N5 I 20.11 2D� 20.7 los FLANGE los 203 FLANGE BRACES (WORK PT 46-5 16 r— w434.3<-0 IL Wl}t3h J rm i N ,/e + d• 1 6 h 0042 ,y. J /0' 57-1/0 7-1 INT. COLUMN CAP PLATE DETAIL REVISION NO. I RE14SIDN NO. DAM DAM D 0 WSW W. . � CHOCK err. 1]1c= m: ao t UNIT 1 FRAME ELEVATION AT GRIDS 2, 3 AND 5 Q "mm 11. }RD No I t%M "CK M=m tf/ Wo Dmw AT nm= 900CL III - --- EWc• ROOF BEAM R� 1D-29 177.7 RAAU X 29-02 0&3047-1 f1N-PMT B 0\", 4 2 PRODUCT OF THE BUILDER: BUTLER MANUFACTURING ® NORTH VALLEY RELY BUIL COMPANY ORDER ENGINEERING CHICO, CA CEWJM OFFICES -KANSAS CITY. HISSOURI SYSTEM { { 0o s , f Dow" 1 CAP PLATE DETAIL PROJECT: nommmom A-wmmmmmmmm . DON BROWN CHICO, CA PART :it. __ULE [ ] PART NAME PART NUMBER PART IENGTH I FIELD WORK 105 EXTERIOR COLUMN I V43438 1 14'-1 114' 106 ROOF BEAM V4344D 20'-0 23 32" FLANGE BRACE SCHEDULE BOLTED CONNECTION SCHEDULE O OUANTTIY BOLT N0. DESCRIPTION NUT NO. DETAIL C OB 1 097262 1 5/13X2-1/4 BOLT A325T 095233 1'-4 1/2' FLANGE BRACE SCHEDULE O PART N0. FRONT/LEFT PART NO. REAR/RIGHT DIM. Y DETAIL FIELD WORK 203 545101 1'-4 1/2' 1 C346 A\ wm' 1. MD Mer moo m WHEK OLOCKM tr to MPT Ar nAmcc VLM r23 EXTERIOR COLUMNRAMAODOx 10-29AAAUDOOX 29-02 ••1 FIN -PART B OV43430 BUILDING ORDER DESCRIPTION: DRAWING TITLE: ORW: RAMADDOX ENG: 40X106X16 LRF a+K DATE os/29/02 20# LL + O#CLL CROSS SECTIONDRAWING NUMBER: REV• 80 MPH EXP B UBC 97 ERECTION DRAWING D 02--083847-02A 00 SEISMIC ZONE 3 I I I i 1 .1 1 1 11 so a(v N a 0 0 kiS I w 5H 11 n 1'-0 1 ¢" 3 SPACES AT -""^------, 3'-11 75,16" PURLIN 1'-0 1 4 LOCATIONS 202 202 ��ES 12 FLANGEB1 C r{,04, -� 1/01' 88-1/4 _I r UNIT 1 REAR EW ELEVATION AT GRID 6 m m ; J1 n WIStSO-0 =/� N T r i n 1 N M,C +... III 1. wm Nor IKlxnlm r"[aC enam h >,o ucQr at rtAMC vtic[s Awl). 11 -117 i� ruv w,w% 212.8 ROAD= 0�3E47-1 PART I NO. 1 REkASION NO. 2 �_� ,.. PRODUCT OF THE E:: BUTLCR MANUFACTURING � m C 0 M P fl N Y ORDER ENGINEERING Oram GENERAL OFFICES -KANSAS CITY. HISSIURI SYSTEM POST WIA-i; OV43430 wwwA-w- J/10 168-7/8 r NORTH VALLEY READY BUIL CHICO, CP, MIC I ( I 1. MOD NOT 1� R Ai ""m r lxw wt/ DWI nANCC ' I 1— 11 til 1eo0Nl7i— Y7 rS1DO1 .ilO % 7-1/% % 11 ROOF BUM �-0&1447-11 ) - RAMAODOX 1A-29 220.'5 I;t'k 0XKNEE AREA DETAIL nN-PART I B 043432 00 _ PROJECT: BUILDING ORDER GESCRIPRON: DRAWING TrnX ORW: RAMADDOX ENct ��1 ...�. X11..1. 40X 106X 16 CHK: DATE: 00/05/02 DON BROWN 20# LL k O#CLL CROSS SECTION DRAWIN��B R� REVI CHICO, CA 80 MPH EXP B UBC 97 ERECTION DRAWING p2, -083$4%--02C 00 S� ISMIC ZONE 3 1 xv BOLTED PART SCHEDULE Q [ ] PART NAME PART NUMBER PART LENGTH W 101 12" SGL ENDWALL PO 600813 185-0 15'-5" 103 EW CORNER POST V43430 14'-4 1/32" 104 EW ROOF BEAM V43432 15'-0 1/2 105 EW ROOF BEAM V43434 10'-0" MIC I ( I 1. MOD NOT 1� R Ai ""m r lxw wt/ DWI nANCC ' I 1— 11 til 1eo0Nl7i— Y7 rS1DO1 .ilO % 7-1/% % 11 ROOF BUM �-0&1447-11 ) - RAMAODOX 1A-29 220.'5 I;t'k 0XKNEE AREA DETAIL nN-PART I B 043432 00 _ PROJECT: BUILDING ORDER GESCRIPRON: DRAWING TrnX ORW: RAMADDOX ENct ��1 ...�. X11..1. 40X 106X 16 CHK: DATE: 00/05/02 DON BROWN 20# LL k O#CLL CROSS SECTION DRAWIN��B R� REVI CHICO, CA 80 MPH EXP B UBC 97 ERECTION DRAWING p2, -083$4%--02C 00 S� ISMIC ZONE 3 1 xv BOLTED CONNECTION SCHEDULE Q CUAN(1TY I BOLT NO. DESCRIPTION NUT NO. DETAIL B D8 097281 5/6X1-1/2 HS BOLT A3 095233 C Da 097282 5/8X2 -1/a BOLT A325T 095233 MIC I ( I 1. MOD NOT 1� R Ai ""m r lxw wt/ DWI nANCC ' I 1— 11 til 1eo0Nl7i— Y7 rS1DO1 .ilO % 7-1/% % 11 ROOF BUM �-0&1447-11 ) - RAMAODOX 1A-29 220.'5 I;t'k 0XKNEE AREA DETAIL nN-PART I B 043432 00 _ PROJECT: BUILDING ORDER GESCRIPRON: DRAWING TrnX ORW: RAMADDOX ENct ��1 ...�. X11..1. 40X 106X 16 CHK: DATE: 00/05/02 DON BROWN 20# LL k O#CLL CROSS SECTION DRAWIN��B R� REVI CHICO, CA 80 MPH EXP B UBC 97 ERECTION DRAWING p2, -083$4%--02C 00 S� ISMIC ZONE 3 1 xv FLANGE BRACE SCHEDULE PART NO. FiiONT/LEFT PART NO. DIM. Y DETAIL FIELDQ REAR/RIGHT WORK 201 545100 10 1/2" C347 202 545101 1'-4 1/2' C346 MIC I ( I 1. MOD NOT 1� R Ai ""m r lxw wt/ DWI nANCC ' I 1— 11 til 1eo0Nl7i— Y7 rS1DO1 .ilO % 7-1/% % 11 ROOF BUM �-0&1447-11 ) - RAMAODOX 1A-29 220.'5 I;t'k 0XKNEE AREA DETAIL nN-PART I B 043432 00 _ PROJECT: BUILDING ORDER GESCRIPRON: DRAWING TrnX ORW: RAMADDOX ENct ��1 ...�. X11..1. 40X 106X 16 CHK: DATE: 00/05/02 DON BROWN 20# LL k O#CLL CROSS SECTION DRAWIN��B R� REVI CHICO, CA 80 MPH EXP B UBC 97 ERECTION DRAWING p2, -083$4%--02C 00 S� ISMIC ZONE 3 1 xv TOP / OUTSIDE DIMENSION Y DIMENSION Y I I FLANGE i ROOF BEAM ROOF BEAM OR COLUMN OR COLUMN BEAM - ROOF BEAM O I WEB aTHIGKNESS -- 0�------= I ---'----------- ----" `•--------I ------------- EW POST (12DEEP) FLANGE DOUBLE POST UP I 1 r I I RADIUS o THICKNESS I C — SECTION DESIGN INFORMATION a DEPTH BOTTOM / INSIDE I UP FLANGE 12' SGL ENDWALL PO 600813 FRAME DESIGN INFORMATION PART DESCRIPTION V4343D TOP FLANGE - 5" X •250' 17E'22--0 BOTTOM FLANGE - 5" X .250" CORNER POST WEB THICKNESS - .120" PART DEPTH - 12" V43432 TOP FLANGE - 5" X .250" 180-4 EW BOTTOM FLANGE - a X .250' ROOF BEAM WEB THICKNESS - .120" DON BROWN PART DEPTH - 12" V43434 TOP FLANGE = 5" X .250' 12E10y 0 BOTTOM FLANGE - 5" X .250' ROOF BEAM WEB THICKNESS = .120" PART DEPTH - 12- TO 16 31/32" TO 12- V43438 TCP FLANGE = 6" X .250" 169-2 EXTERIOR BOTTOM FLANGE - 6" X .250" COLUMN WEB THICKNESS - .12D" i PMT DEPTH - B" TO 16' V43440 TOP FLANGE = 5" X .250' 240-6BOTTOM ROOF FLANGE - 5" X .250' BEAM WEB THICKNESS = .160' GEWAX OFFICES -KANSAS CITY+ HISSOURI PART DEPTH = 16' FLANGE DOUBLE POST UP I 1 r I I RADIUS o THICKNESS I C — SECTION DESIGN INFORMATION PART DEPTH FLANGE I UP TKifCKNESS RPDIUS 12' SGL ENDWALL PO 600813 1 1'-0" 3 1/2' 11 1/4" 06T 9/32" mormill PART USAQF 8 OR 9-1/2 PURUNS 8 Z-GIRTS DETAIL C346 LIN GIRT FI USE (2) 1BOLT/2' X 1 1/4' PRAT USACE USE (2) 1/2' X 1 1/4' %2' HEY NUT(0950 2) 8 ZRCIRTS/2 PURLINS H� HEEX? NUi (0950A32) BRACE CONNECTI01iDETAIL C347 „« SINGLE FLANGE BRACE CONNECTION-_ H -SECTION OR 1 C -SECTION (543360) EW POST (CUP 60) I � I USE 10) 5/8' X 1 1/2' A315T -BACK UP HI-STRE CT4 BOLT (.972/1) AND PLATE (543362) 5/8' HEAVE MIL NUT (095233) DETAIL E139 ENDWALL POST TOP CONNECTION DETAIL E165X mu a- .1— - .— J n _ w- Doer POST HI uSfEREN/GTH/BOLT (097281))�AND 5/8' HEAVY HEX. NUT (09 233) LL POST TOP CONNECTION SLOPE RANGE - LIGHT LOAD f REVISION N0, 1 REVISION NO. 2 PRODUCT DF TIDE BUILDER: PROJECT; BUILDING ORDER OESCRIPTIOMI DRAWING TTTLE: OR% AAMAODOX ENG: DAM avu BUTLER MANUFACTURING --' -�m NORTH VALLEY READY BUIL DON BROWN 40X106X1 D CROSS SECTION )0;t L! + OCLL ERECTION DRAWING CHK: GATE 06/05/02 °iDNOy °" Q4AiWi °" DRAWING NUMBER: REV, COMPANY ORDER ENGINEERING CHICO, CA CHICO. CA 80 MPH EXP 3 UBC 9/ nETAIL SHEET 01 oacxm "" GEWAX OFFICES -KANSAS CITY+ HISSOURI SYSTEM SEISMIC ZONE 3 L7► 02-083847--02D 00 D r i i I i I i 1 .1 1 - 17 is A(4 *9 w 0 iW P4 N EN .-n- IDSC4053 C4053--t/o{]-� n/e nas nas n]1 naa I�'n�57 ri07 nal 402 no7—n�I —{403 3--+(40] s7 1 I � t n57 403 `, nD7 • 4023 n01 401 710'1 401 ns7 ns7 ----1103 ( no7 402 1 402 401 no/ 1 no7 ns7 =n57403}— ri07 �40a n01 r4023--ri07 401 f]S7 101 401 n57 C4033- ri07 101 r101 ri07 ns7 1 ) I I 1 403 riO4 X402 �. n07 401.. ns7 102 401 ns7 4033-- no7 IoM}— not t nor ns7 t I 1 1 I 4023 C401 7 c4023- � ns7 nono4 no7 n� nae nal ria/ [4057 r— 1 0404 n1e tos, {los7— UNIT I ROOF SECOYV .''CRY STRUCTURAL FRAMING PLAN ARYL/Ip/ 1 AL'VISIOIO lq. 2-- amctate(c ➢Niil osm . MMXT OF THE p0'm' no o''""T1 BUTLER MANUFACTURING ��O NORTH VALLEY READY BUIL COMPANY ORDER ENGINEERING CHICO, CA m°m' •r' X29 eT1 GENERAL OFFICES -KANSAS CITY. NISSOURI SYSTEM Ew PURLZN BRACE LOCATION SCHEDULE aETNEN GRIDS PART SCHEDULE BRACE SECTION I TOP BUTTON RIDGE BRACE ( 7 PART him PART mummN PART Lnvm FiNOR�it 0 401 P/G P 8x.067 2CP 530890 215-4 17'-11 1/2- 402 P/G P SX.082 2CP 530691 303-4 31'-11 1/2- 4031 POR P OX -096 4CP 530897 383-4 31'-11 1/2- 401 LS ES P 8X.096. 540505 191-4 15'-11 1/2- 405 LB E9 P 8X.096 540305 359-4 29'-11 1/2' PURLZN BRACE LOCATION SCHEDULE aETNEN GRIDS LOCATION DETAIL BRACE SECTION I TOP BUTTON RIDGE BRACE 1 AND 2 11444 (3) B (2) A (3)0544140 2 AND 3 11440 (2) S (2) A (2)0544140 3 AND 4 F440 (2) B (2) A (2)0544140 STANDARD NOTES. 890001 AN ADDITIONAL QUANTITY OF FURLIN BRACES RAS BEEN ORDII2ID FOR THIS BUILDING. TREY ARE TO BE FIELD LOCATED DY BUILDER. RS0006 REFER TO DAMNING 33-1000946 FOR PURLIN BRACE PART NUMBERS AND TYPICAL INSTr.LunON FOR SLOPE GREATER THAN 0.75!12. xsvvvo REFER TO DETAIL F262 FOR RIDGE PURLIN BRACE CONNECTION. RS0028 1/2' DIA. DOLTS AND NUTS ATS rQRHISHED. AS AN ASSEMBLY. THE DRANINGS CALL OUT THESE B(LTS AND NUTS BY THEIR COMPONENT NO'S - ASSEMBLY CONTAINS •----------------------------------------------------------- 0097461 11211-1/4 BOLT (0095085) AND NUT (0095032) 0097462 1/23(1-1/4 TUN HD BOLT (0096636) ARID NOT (0095032 1 0097463 1/2X1-1/2 BOLT (0095195) AND NUT (0095032) 0097464 112x1-3/4 GALV BOLT (0095331) AND (0095032) 0097465 1/2X2 A325T BOLT (0097280) AND (0095230) JE'GT3 aT)ILDffiG o1m>ot D1CBC712PTz0g1 DNlA7rIN0 TTTLiI IUUNI A9ALIN74S toEoi ®� 4OX3.06X16 ROOF vrKl n>4TIc1 osnsro2 LOU DROWN 20# LL + O#CLL SECONDARY STRUCTURAL m mi° CHICO, CA. 80 HPH M D UBC 97 FRAMMG PLAN SEXMaC ZONE 3 D02-083847-04 00 n LAEAas . LIP PART I DEPTH mv= I LIP THIL701Lss RADIUS RADIUS q TSICO)ESS C — SECTION DESIGN INFORMATION PART I DEPTH mv= I LIP THIL701Lss RADIUS Ls PS P 8X.096 540505 1 8• 3 1/21 11 3/8• .096• 5/16" 17 RADrus a w a ..-T8ZC10gSs Z — SECTION DESIGN INFORMATION PART DSPTH I nm= I = TSICCDBSS RADIOS P!3 P 8X.067 2CP 530890 8• 12 5/8• 1/16 .067• 1/4- P/O P 8X.082 2CP 530891 8• 13 5/8• 1 1/8• .0821 1 1/4• PQR P 8X.096 4CP 530897 8• 2 5/8• 1 1/8• .096• 1 1/4• Y 11q USE (2) 5/8• X 1 1/2• A323T REIIffiopCINO F F RI-STnarM DOLT ( 9 281) AM LL63U5/5" HEAVY UzZ. NOT 17) Y p )• LAVE BTRST I,Z• `)p e e- �• ) J JL �►Y CONramovS CONTINOOSIS PURLIN )rURLMN 'BI XXVE B:RD'P I XA= HTR a Roor PENIS II I ROOT BETx II r.. 3• U8L (6) 5/0• X 1 1/2• (o2STe91--STR 51%8 DOLT 11DOr BLAIS On HEAVY SIZ. NPL' Us% (6) 1/2• X 1 1/4- USE (6) 1/2- X 1 1/4• Roor DEA SPLICE (095233) EAVS STRfLT SEE. HOLT (095085) SLY. DOLT (095085) VERTVELgIC AND 1/2• r. NST CaNPINuOUs AND 1/2• NS. NOT coNTnmws Roor BETTS on (095032) PURLIN (095032) IURLIN VERTICAL SPLICE COr;m RETAIL F104 CONTIMOUS 9kAN PORLIN CONNPCTIUN DETAIL P107 CONTINUOUS SPAN PORLIN CONNECTION RETAIL F124 FAVE STRUT CONN. TO INTERM. Pit7fME DETAIL F125 SAVE ST= WIM• TO IMERM• FRAME INTERN. LOCATIoN - 8- YURDIN 1ta STY LOCATION - 8- POSLIN 9TIRIT COIdiZCTION USE (2) 5/B• X 1 1/2" A325T/\\\\ �It�/\��,�i'•� I \ \ 5ffi/BBTV1' SEX.TNOT9 (095] 33 PORLIN BATCE (PORLI't 8R]ICE� \��\ ^ (TYP.) -w iI• - i MAN MORONI' IW i i ^ Ell 1 Roar USE (4) 1/2• X 1-1/41 v HEX. DOLT (095005) MT 1/2• SEE. NPP (095032) DETAIL F128 SAVE STLIM CONN. TO MUOMLL MUSE DETAIL F152 MUM BRACE yyDETAIL F154 �PP AlmDRI'ujyp�D. E DETAIL F257 "8• SD=CN 4 32riERM)MMATE MMB EK TOP raw.M ROW USE (4) 112• Y 1-1/41 1 PmLn? f IImlfut PUALIN 852. SOLI (099085) AHD 2•-6• 11-6• i 5•_0• _ 71-6" 31-6` 1/2• SEC. NPP (095032) '}- CLUSTER CLUSTERY CLUSTER (T")BBACS 6. 6• I B• 6• i 6. 6- 6. 6• i 6-"6- RxD7X A88ZNDLY Bo2LDTN0 Fl,TOP OrF1 IF1 F1 PORP or LINF1 PURLIH r•�. _ PURUH Y a_- --------------------- ,�-.mss_---- J. J I J J I J �.� "�+wl+ •� •`�.�•y 012 DLSAYL I BEE DETUL BLL DETAIL YI54 ' 1152 1154 (TT)' AOMR LOCATL (2) TOP xoRH Or I LOCATE (1) TOP noNe or INSTALL RIUOE CBANNLL AT TOP 11MUN BRACE LOCATION. PORWH BRACES. rOntau bl"tu W,, Ir NO TOP M=N BRACES ARE RDOCIRLO, PlL 1R N J (2S6 WTTCH AORB O1 LOCATE (2) BOSTON ROM9 Or INSECT DRACLe. 2N8TALL IN ONE Or TIDE TRo CENTER CLUSTER LOCATIONS. NOTES MIM AT OPPOSITE LILDY0ILL DETAIL F362 RIDGE C WE CONM=ION DETAIL P440 121 P N BRACM t�a_OarrON DTwTAIL F444 PIJItL3 MACE LAYOUTROWS REV owx 110. 2 PROOUCT OF THE 8TT2LTHClIt PROJ'YCTE —�� ra BUTLER MANUFACTURING NORTH VALLM RZADY MaL DON BROWN COMPANY ORDER ENGINEERING CHICO, CA CSICO, CA GENERA(. OFFICES-KAWAS CITY. HISARI SYSTEM HUILDINO Olma'DEBcRIPTI016t—_ TLRAISa?a TITLRt MW% AHALIIDlB Iml ft 40X106X16 ROOF CUM MTst 05/29/02 20# LL + O#CLL SECONDARY STRUCTURAL w(Axsno ��` �' So 11PH mrn B UBC 9'7 DETAIL sB�ET D 02-083847-04A 00 SEISMIC ZONZ 3 I ? is qqc# so x I I I V �� � � � �� •Yso i R pn 3 xW iI B CLOSE-UP 7#1 CLOSE-UP #3 CLOSE-UP #2 1.+701 —C 511 p005 (0008 503 O C22J � C/72� i0 I n „ n oo3x oo3z DOOR 2'-0' 12'-0- 2'—D" DIMENSIONS FRAME 16'-0' Ew CLOSE-UP #4 REV1510N N0, 1 REVISION NO. 2 BUILDER: PROJECT: (�(��� PRODUCT OF THE DAM \� u��a� 5 .r owN err, BUTLER MANUFACTURING -- NTN NORTH VALLEY READY BUIL DON BROWN COMPANY ORDER ENGINEERING CHICO, CA CHICO, CA 7 m QK°� CENER& OFFICES -KANSAS CITY. NISSOURI SYSTEM BUILDING ORDER DESCRIPWN: 40X106 16 20# LL + 0#CLL 80 MPH EXP B UBC 97 SEISMIC ZONE 3 [ ] PARE NAME PART NUMBER PART LENGTH RELD WORK A 502 GIRT UP 9.5X.060 550303 007-2 7 1/4- 503 GIRT UP 9.5X.060 550303 013-2 1'-1 1 4' .5.l 1 DOOR HEADER 91N 580377 143-4 11'-11 1/2" 512 DOOR POST .122X9 580607 178-4 14'-10 112- TITLE:- DRW: ASALINAS ENG: CHK: DATE: 06/06/02 DOOR DETAIL DRAWING N� I REV' DRAWING D 02-083847--05B 00 4 PART SCHEDULE TITLE:- DRW: ASALINAS ENG: CHK: DATE: 06/06/02 DOOR DETAIL DRAWING N� I REV' DRAWING D 02-083847--05B 00 4 r N Ln 0 N 8 0 m 0 i • ti 1 si, a EAVE STRUT FIELD LOCATE EAVE STRUT FIELD IOCATE 9/POST IA. O 9/16' DAL. HOLES G IN SAVE STRUT +I'1 USE (2) 1/2' X 1.1/4- K)"'N ORENDWALL POST HEX. t10LT (095085) AND (H OR C SECTION) 1/2' HEX. NUT (095032) CUP (543164) FLANGE — — — — — `\A , 9' DOOR POST LEG DOWN USE t I/Y X 1 1/4' UP CUP i CUP (5BO132) THIN hC. BOLT (096636) GIRT GIRT + AND 1 2' HIX. NUT no (580118) � ( �) � 3 0950112 2 -----^-- o USE (2) 1/2' X 1 1/4' A RADIUS I I I � IN 1%2" HHHUOEX.B NUT ((095003") �` tee t v o THICKNESS DOOR POST + b . — - _ � ,y t ' •t CLIP (543/61) o ` I (2) 3/4' NUTS �G DOWN ' P -S FASTENER C — SECTION DESIGN INFORMATION DOOR c ao11B) ` (NOT LTT euc) GIRT OWCHAAS REQUIRED QUIR D FRAME ( �, ANDD INSTALL �WIT11 PANELD �_ DOOR HEADER PART CEPH FLANGE UP THICKNESS RADIUS WIDTH ` sry ` CUP (543316) USE (6) 1/2' X 1 1/4' USE (4) 1/2" X 1 1/4• DOOR HEADER 91N 580377 9' 3 1/2' 13/16' .062" 5/16' HIX. D LT (095065) AND y�c 1/2' HEX. NUT (095032) `� DOOR POST DOOR POST .122X9 580607 9' 3 1/2' 1 5/16- .12' 5/16' DETAIL D001 DOOR POST TO BOTTOM OF EWE STRUT DETAIL DO( DOOR HEADER TO DOOR POST FLANAPPROX. 1/2' It , TOP SIDEWALL OR FIELD CUT [ENOWALLSOR MEM BER ENDWALL GIRT CLFVHNCE GIRF RADIUS GIRT UI4N 1 ,, THICKNESS FLLIC" TO ! 1 1/4- MAI. ,1 , Z — SECTION DESIGN INFORMATION OUT ,t PART DEPTH FLANGE I UP THICKNESS RADIUS COLUMN I 1/2' FIELD CUT n GIRT AROUND t GIRT UP 9.5X.060 550303 9 1/2' 2 3/4-_l 1/16' .060' 1/4' I MAGE BASE ANGLE L L FRAME DOTH INSIDE AND OUTSIDE BLDG. WIDTH fiA/[NUS FLANGES OF A GIRT MAY OR LENGTH INTERFERE WTR1 THE COLUMN FLANGES. FIELD NOTCH G,RTS CORRECT AUGNMENT MIS-AUGNMENT GIRT CUTTING DETAIL AS REQUIRED. (AVOID THESE CONDITIONS) DETAIL GC "+ CQ uuFI LD EOSTCH GIRT 10` DETAIL G047 SECONDARY STRUCTURAL ALIGNMENT b o:; 2AP CONNLCTION SEE DETAIL STRAP G250 DDDR POST ) 'SAO STRAP I � GIRT 1 GIRT ----------- USE (2 1/2' X 1 1/4" -' THIN LI�� BOLT (096636) t (095032) HEX. NUT n a CONNECTION GIRTS I FASTENER SEE DETAIL T—'--'-1 m'� EQUAL SPACES USE (2 1/2' X 1 ))1/4'') DAY LENGTH I LEG DOWN164) 1/2 HE)LT. N(OR51095032) SIDEWALL SIDEWALL OR ENDWALL INSTALL (3) ROWS OF SAC STRAPS SAG STRAP IS FURNISHED 20' LONG AND LN EACH SIDEWALL BAY, MUST BE FIELD CUT TO LENGTH REQUIRED HEX. BOLT (D95CB5) AND ++\ 1/2' HEX. NUT (095032) DOOR POST BASE CUP CONNECTION )ETAIL D032 9' DOOR POST DETAIL 6008 DOUBLE GIRT TO COLUMN CONNECTION SIDEWALL COLUMN OR ESPOST GIRT CHANNEL (543242) (H ORR CG SECTION) FIELD WORK AND INSTALL r WOR POST CUP (543164) WITH PANEL FASTENERS DOOR POST LG DOWN -I r SIDEWALL G7 GIRT � 1 \ GIRT CHANNEL (543242) FIELD WORK AS REQUIRED }. FRAME IK%TAL WITH PANEL P FASTENERS. USE (4) 1/(2 X 1 1/4' `+ ��� y %2' HEX.NUTS(09950 2) �` ?AIL G156� SINGLE GIRT TOSW COL OR EW POST CONN DETAIL C GIRT CHANNEL TO DOOR POST CONNECTION i M lv n N P US((gg)) HEX. 130LT/(0960851 1/M - D 1/2' HEX. TNT (0932) SIOE'NALL W"IFLEG SIDEWAL L GIRT CUP (543164) HAVE STRUT LEG DOWN DOWN 46) FASTENER SAG STRAP io p J..�, 4 ' KC � J ENDWALL GIRT ACTUAL NUMBER OF ROWS OF GIRTS ATTACH SAO STRAP TO THE Gin ATTACH SAG STRAP TO THE HAVE STRUT \-GIRT CHANNEL WITH SELF DRILLING SCREW 097216. SPUCE WITH SELF DRILLING SCREW 087216. MAY VARY. SAC STRAPS AT GIRTLOCATION:i IF NECESSARY. 90 DEG. AND 11FASTENERS. DETAIL G223 SINGLE GIRT TO DOOR POST CONNECTION DETAIL 6247 SAG STRAP PLACEMENT IN THE SIOEINALL DEI UL G248 SAG STRAP TO GIRT CONNECTION DETAIL G250 SAG STRAP TO EAVE STRUT CONNECTION DETAIL G252 9 t/2' SW 8 s USE (4) 1/2' X 1 1/4" USE (4) 1/2' X 1/4' HIX. BOLT (095005) AND SIDEWALL HEX. LT (095( S) AND USE PANEL TO STRUCTURAL FASTENEP'3. GIRT CHANNELS 1/2' HIX. NUT (095032) 1/2' HEX. NUT I +95032) INSTAL. THRU PREPUNCHED HOLES NEAR ��//j NESTED SIDEWALL £ AVOID COLUMNFLANGE.CLOSE NGE..EMER. � j AVOID FLAT OR LOW RIB ATEA OF PANEL -T4_.1T' - a� DOOR POST <USECTION A-0 'A' --� 1( -CUP (543346) LEG DOWN DOOR POST DOOR POST 4(I NS 7 LCUPEG DOWN 4 9) ENDWALL GIRT ���,� couiMN-------------------- --- ------ `a No. 004 31 ---- p 9 -- - - -- a EV.3-31-0 LL vi v10 •1-- w-- w _ J - -'µ_ ' A� I d� TA EL HO ESE �9�.OF)Vlll�f (.A 1 -- , ENOWALL GIRT (2) G1Rf CHANNEL (343212) NOTCH INNER CHANNEL , LANES?ED PER SECTION A -A. , EACH END AS REQUIRED GIRTS TO CNR. POST ENDWALL QIRT CHANNEL 1543x601. FIELD BEND 90 DEG. FIELD WORK AS REQUIRED AND NOTES: CIRT CVk4NEL 543260 AND INSTALL WITH PANEL FASTENERS. INSTALL WITH SELF' DRILLING FRAME 1, FlL1O LOCATE 1' LNA % 2" SLOTS AS SHk)YM. INSTALL WR11 PLENA FASTENERS fAASTFNTO ERS (097J T 093)-5) 2. SEE 'FIELD WORK SCHEDULE" FOR DIMENSIONS. 9 1 2 EW CIRT TO H -SECT. CNR. POST 9 1 2" GIRT TO CORNER POST GIRT CHNL TO DOOR POST de COLUMN - ! DETAIL G257 6' SETBACK �W� DELVL G296 6. ENDWAU. WITH SICEWALL DOOR DETAIL G321 I y�LL COL LOCATION _ SW OR EW _ � GtftTS OETALIL k001 FIELD SLOT SW GIRT FOR BRAE RODS r REN510N NO. 1 REVI;JON NO. 2 BUILDERt PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW.RAILADDOX ENG: PRODUCT OF THE ran o n4tL• D4t[t ---, - CNK: DATE: 06/05/02 40X106X16 WALL SECONDARY BUTLER MANUFACTURING —�® NORTH VALLEY' READY BUIL DON BROWN 20# LL + O#CLL STRUCTURAL ELEVATION DRAWING NUMBER: REV. clmtla oao4u COMPANY ORDER ENGINEERING CHICO, CA CHICO, CA 80 MPH EXP B UBC 97 DETAIL SHEET 1t1fiRAl OFFICES -KANSAS CITY. HISSOU4I SYSTEM SEISMIC ZONE 3 D 0.7-X83847-050 00 � wersw�ra,wre�wr.rn�ev ' I I lale i p t3't1 TI' a m California State Accessibility Standards, Non -Residential These require ir.,,rw are based on T-24 CCR regulations. The r,ay not provide compliance with ADA regulations. Butte County Building Division ]Dept. of Development Services v 7 CountY Center Drive y `' ®roville, CA 95965 �� ( 916) 538-7541 's Fax (916) 538-2140 Figura 6 SYMBOL PROPORTIONS 1. GENERAL BUILDING REQUIREMENTS 1, Genual (3103A(i)2) Accessibility to buildings Or portions of buildings shall be provided for all occupancy classifiwtiotm Wben a building, or portion of a building, Is required to be accessible or adaptable, an accessible come of travel shall be provided to all portions of thebuildiag, to acoessible building eattanws and between the building and the public way. The accessible route shall, to the mazlmm, extent f�=itri , coincide with the route for the general public. At least one acassibr+ chute shall connect accessible buildings, facilities, elements zrA spaces that are on the sante site. Accessible routes shall not pass through Idtduns, storage tooms, restrooms, closets or Omer spices used for similar purposes. Where more than One route of travel Is provldcd, all routes shall be aaassible. 3. Entrances and Exits (3103A()3) All entrances and all exterior ground -level exits atoll be accessible. Ramps 1,) General (3307(x.1)) Any path of travel shall be considered a tamp If its slope Is greater than 1:2o (S percent), Tire least passible slope shall be used for any ramp, 2.) Width (3307(b.1)) The. width of ramps shah be as spurred for stairways and exits. Pedestrian ramps serving primary entrances to buildings having an occupant load of 300 or mora shall have a minimum clear width of 60 Inches, All other 2uiestrian ramps shall have a minimum width of 4A inches. 3.) Slope (3307(c.1)) The maximum slope of a ramp that serves any exit way, prav)des handicap access, or is in the path of travel shall be 1.112 (8.33 percent). Tlie cross slope of ramp surfaces shall not be greater than 1:30. 4.) Landings (3307(d.1)) Landings shalt be provided at the top and bottom of cads ramp, intermediate biidlatt shall be provided at intervals not exceeding 30 inches of vertical rise and at each change of ditection. Landings ata not considered in deteradning the maximum horizontal distance of each tamp. Top land'mga shall be not less than 6o inches wide and shall have a length of not less than 60 Inches In the direction of ramp run. Boots in any position shall not reduce the minimum dimension of the ramp landing to less thin 42 Inches and shalt not reduce the required width by more than 3 Inches when hilly open. The width of 3 the landing shall extend iA inches past the strike edge of any door a gate for exterior tamps and IS inches pat the sttib edge far imaior ramps. (See P,gata 7) At bottom sod iatamediate lamYa;s, the width shall be al least the same as regoirod for the =my. Intermediate and bottom tand)mgs at a drange of d1m tlam In xoom of 30 degrees shall have a dimension ion the direction of taaop toe of not less than 72 inches. Other imermodiate IandWp abed haw a dimension in the direction of ramp rum of not toes thea 60 Mehta. (See R.gares 8, 9, tit 10) 2411 MIN. EXTERIOR AND 18' MIN. INTERIOR BEYO THE STRIFE EDGE OFA GATE OR DOOR ON THE SIDE TOWARD WHl CH IT SWMS. Figure 7 RAMP LANDING AT DOORWAY WMn no doow x -kW onto un9d� Mon door rairV,Qn10 W *9 A- mm An door widen NkI. ser tnMera! 'n' mW Ip' mit 7601 Minuet dux. >r nft k�sanmdiara ItvM 011:10- no +0- Bottom tawl yatorm Aam+we Figure 8 STRA DHT RUN RAW vn+.n ro door Muga C. VAWdoer"V 01111 aa- con. du dzwide Wa " Fitue 9 RAMP Mrll Wff gmlATR S CIMACK ptATFDAM �,) Handruls (3306(i.l)1) Stairways shall have handrails on each side, and every stairway required to be mote than 88 inches in width shall be provided with not less than one intermediate handrail for each 88 Indra of required width. Intermediase handrails shall be spiced apptvximately equally across the attire width of the stairway. Exceptions: al Stairways 44 inches or less in width may have one handrail except that such stairways open on one or both sides shall have handrails provided on the open sides. b) Stairways having three risers or leu and stairways giving aceta to portable work stands lar than 30 Inches high are not required to have handrails. Handrail projection and recession shall be the stens as required for ramp handrails. Handrails shall be 34 to 38 inches above the nosing of treads. Handrails shall extend a minimum of 12 Inches plus the tread width beyond the bottom nosing, Et Doors (3304(1)) 1.) General (3104(3)) All entrance and exit doors, regardless of the occupant load, shall be made accessible to pehsons with disabilltes. Exceptions: a) Exterior ground -floor esdts serving smokrproojenolosnres stairwells, and exit doors serving state, rally need not be mode accessible b) Edis In excess ojthose required by S%etion 3104A(a) and which are more than 24 inches abate grade are not required to be accessible. Such doors shall have sign- warning that they are not accessible. 2) Prohibited Exit Doors Revolving, sliding and overhead doors shall not be real as requited exit doors. (See Title 24 jar limited exceptions.) 3,) Width and Height of Doors (3304(()1) Every requited exit doorway shall be of a size as to petmlt the Installation of a door not less than 3 feet In width and not less than 6 feet 8 inches In heigbL When 'installed in exit doorways, exit doors shall be tapable of opening at least 90 degrees and shah be so mounted that the clear width of the exitway is not less than 32 inches. A single leaf of an exit door shalt not exceed 4 feet in width. 4.) Floor Level at boors (33040.1)) Regardless of the otxahpmt load, there shall be a floor or landing on each side of a door. The floor or landing shall not be mom than 1/2 Inch lower than the threshold of the doorway. A change in level between Ila inch and 112 inch shall be beveled with a slope no greater than 1:2. Change in level greater than 1/1 inch shall be nt)commpllslhed by means of a ramp. (See Figure 15 -- x 1/4' N 1X 9�A i� 1/4• TO t4V (c) CHAN3E IN LEVEL (d) GRANNIE IN LEVEL Figure 15 CHANCES iN LEVEL. 5.) Maneuvering Clearances at Doors (1304(1.!)26 and C) 'Rte floor or ground umat within the required elamces shall be level and clear. The leve# area shall hive a length in the direction of door swing of it least 60 inches and the length opposite the ditetxlon of door swing of 48 Liches as measured at right angles to the pima of the dmr In its closed position, Et.eptlan: a) The length opposite the direction ofdoor swirr > all be a minimum of 44 inches where the door has ..o closure and opprodeh to me door by a person in a wheelchair can be made 14om the latch side, or I%the door ltds neither latch not closure and approach can be m+de from the hinge side. The width of the level thea on the sine to which the door swings scull extend 24 inches past the strike edge of the door for exterior doors and 13 mches put the strike edge for interior doors, (See Rpm 16, 17, Ind 18) Ih1.XLSIDE i zl i 4t t h k l KM SIDE NOTE: 48' MINIMUM IF DOOR HAS ACLOM Piguto16 LEVEL MANEWBRINCiCllnM ;CB AT DOORS i 24'MIN.I CLEAR AT EXTERIOR DOORS z � I o h CLEARATINTERIORDOORS i i � h h x � � h A m r � 1 h i � �'i)SFI SIDE Pigu m 17 12VEL MANEWERINO CLEARANCE AT DOORS FRONT APPROACIJ GF,4ERAL APPLICABmITY �. Scope To saute that batrier-free design is incorporated in all buildings, facilities, site work, and other improvements, these standards apply to 13 additions, alterations and structural repalm Thai following disabled atmos items ms taken from the 1991 edition of Caiifomia Code of Regulations (CCR), Title 24, These items pertain to Don -residential buildings. Por rompieto accessibility requirements refer to CCR. 71tlo24. a., Existing Buildings (3109A) The regulations apply to the renovation, structural repair, alteration or addition to existing buildings, including historic buildings. The standards required for new buildings shall apply to the specific area of alteration, structural repair or addition and stall also include dw following: L) A primary entrance to the building or facility and the primary path of travel to the specific arra of alteration, structural repair or addidon. 2.) sanitary faclutles, drinking fotmtals and pnbilc telephones serving the area. (See Figure 1) EXISTING BUILDINGS: THE STANDARDS. AS FOR NEW BUILDINGS, SHALL APPLY TO THE SPECIFIC AREA OF ALTERATION AND 'HAIL INCLUDE THE FOLLOWING: Qt AREA Or REMDom © PRIMARY ENTRANCE Q PRIMARY PATH OF TRAVEL Q SANITARY FACILITIES © DRINKING FCUNTAINS ® PUBLIC TELEPHONES © PARKING SPACE Figom I EXISTING BUILDINGS ia. SITE REQUIItEMEN'rS General She development and grading stall be designed to provide a=ss to all entrances and exterior ground -floor exits and to ootmal paths of travel. The accessible route of travel shall be the most practical direct route between building entrances, site facilltim sad the acxvsibia entrance to the site. Parking 1.) Genet -al (3107A(a)q Each lot or patking structure that is provided for d,.: public as diens, guests or employees, shall provide accessible puking. Accessible parking spaces shall be located on the shortest accastble route to an accessible entrance. When a parking facility does not serve a particular building, the accessible packing shall be located on the shortest route to an accessible pedestrian entrance of the paring facility. When there are multiple entrances to buildings adjacent to parking areas, accessible spaces shall be dispersed and located closest to the accessible entrances. The required number of accessible spaces shaft be in accordance with Table No. 31A. (See Figure 2) TABLE NO. 31A - SPACES REQUIRED The following table establishes the number of accesmble parking space required: Total Number of Minimum required Parking Spaces in Lot number of Spaces or Garage 1-25 1 26-50 2 51-75 3 76-100 4 101.150 5 151-200 6 201-300 7 301-400 8 401-500 9 501-1,000 ' 1,001 & over " percent of total. ..Two —Twenty plus one for each 100, or tiaction thereof over 1.001. Ftgure 2 SPACES R9QtllRED 2.) 3.) 4.) 5.) Lew'lhan Five Spaces (3107A(a)2) When there aro less than five spwos provided at buildings, 0010 Shall be 14 feet wide and lined to provide a 9 toot puking am and A foot loading area The spam need not be matlmd or Screwed exclusively for disabled persons. Parking Space Sim (3107A(b)) Aceesstble parking spaces shall be located as near an pacdcal to a primary entrance and shall be sized a7 follows a) Where single spaces aro provided, they shall be 14 font TWO and outlined to provide a 9 foot patting am and a S toot loading area on the passenger side. Two apnoea nay be provided within a 23 foot wide area lined to pwvW a 9 toot puking area on each at& of a S foot puking area kn the 0solm The minimum length of each put t;T space aW be 18 fear. b) One in every eight accessible spaces, but not Ito than me. Shall bo served by an access alsto 96 incbm snide sod d cep be designated von aaea able, All such spaces may be FtDWW on one level of a parking sUucM= (See PlItum 3, 4, At Arrangement of Parking Space. (3107A(b)3) Each parking area shat be provided with a btmpor or curb to prevent encroachment of can over the requited widdt at adjumt WA&Waya. The space shall also be located such text persons with disabilities are not compelled to wheel or walk behind patted tars other than dwk own, Accessible pedestrian ways shall be provided fens each pairing spam to related buildings and facilides. This shall Include Saab cuts or tamps as needed. Ramps shalt not ma'wch into any prtddag Slope of Parking Spam (3107A(b)4) Surface slopes of accessible parking spines shalt be the miHlmam possible and shall not exceed 1/4 inch per foot in sty dltoctim A quick reference guide. This handout is meant to be used ss a quick reference guide. It provides z summary of the most common narrresidential disabled access reTAremaus (effective April 1, 1994). The informatics contained in this handout is based upon 'A Guide to Cal(fnrnia Non-Rrsidentlol Dbabled Access Regularionr.' To order copies of this guide contact: Ca!ifaaia Building Officials 2215 21st Street Sacramento, CA 95818 (916) 457-1103 ,4 For complete disabled access regulations refer to the California Coda of Regulations (CCR), Title 24, Part I Where 6 accessibility required? New buildings must be fully accessible including path of travel, sanitary facilities, drinking faintains, public kleplimes, etc. £inception 1 Floors not customarily occupied (elevator pits, machinery rooms, sxJ nettd not be xcoe-11c. Exception Z The following types of privately funded mind -story buildings do not mpim a ramp oe,elevittor above and below the first floor, however, an accessible path of travel and accessible features arc requital on those floors not to har"e an eltsvator or ramp: a) Muld-storied office buildings (other than the professional office of a health caro provider) and passmgts vrhlde service statim ]ass than mree stories high, or less than 3,000 square feet per story. b) Any other privately funded muld-story building that is not a shopping anter, shopping mall or pWeglMd o(Iicn of a health care provider, and that is less than three stories high or Iess than 3,000 square feet per stay N a m=onabk p9Wo r of all fkcilities and accommodations normally sought ane used by the public in such a building are accessible to nal usallla bypenons with cgsabilides. Ir tie baa s pub" hsAaibrt♦dlsR! ` No It tba brndlaa a Ned" office beadles' No Is the huildlal; a sbap*g cater' Nm Is the brUWE leu thaw 3000 e4. R Icor dory! is the Wilding less than 3. rtarlea' No No Ya Yea Yes Yee C Yea fi the Uoulor u IN Y A I etlke buUna' No L tba hr{ldht; a Yehkle 3anice Sheba.! 7 - No An a reasonable pander of ail focMlla and amtoodatlw ROMAY eoarht anti eaed by the public in r4& it br9dbaa ectSUMIG to and wahk by portara rltb diambli m Yee Yes K t dpl PS Sauer H=v"D RMA IIC ww2n l I vmr, aw .+qe w r.aq ]CO' IMFY � i.n u avemrawprra, • ..., � rr T., �A1 .Wired Figure to RAMP WITH TURNING PLATPORM SJ a) Ramp Handralls (3307(e)) Handrails are required on ramps that provide access If the slops exceeds t:20 (5 percent). Handralb shall be placed on each side of each ramp. Ramps more than 30 Indies above the adjacent ground or noon shalt be provided with guardrails (as required In Seaton 1711(e)), and haodralls (as required in 3307(e)). Such guardrails shall be continuous from the top of the ramp to the bottom of t5e ramp. Haodralis shall be continuous the flll length of the ramp soil shall extend a minimum of 1 foot beyond the top and bottom of the ramp and the encs sbxU be returned. Handralls shall be placed 34 to 38 inches above the ramp surface. Handrans Itojecting from a wail shall have a space of not less than 1112 Inches between the wall and the hsudr2ll. Tbs grip portion shall not be less than V/a Inches nor mora than 11/2 ittdxs, or the shape shall provide an eyalvalenr gripping surface and all surfaces shall be smooth with no sharp comer. Handrails stall not rotate within their fittings. (See Figure 11) 1 1/4' to ' 1 1/2' I 1 1/2' _ 4 ' t I 1 2xBlocktng- Figure I l HANDRAIL SIZE AND PRO7P.r ON b) Wheel Guides where to tamp surface is not bounded by a will or fence and the ramp exceeds 10 feet In length, the tamp shall comply with one of the following requirements: (See Figure 12) I) A guide nub a minimum of 2 inches in height shall be provided at each side of the ramp; or Ii) A wheel guide tail shalt be provided, centered S Inches plus or minus I inch above the surface of the ramp. wwonAa AL- WHEEL a Cu GUIDE DESY3N rte_ WHEEL GUIDE DETAIL Figure 12 RAMP HANDRAIL HMOHT D. Stairways 1.) Treads, Nosing, and Risers (3306(r)l, 2 and 3) Ali tread surfaces shall be slip•tesistant. T=& shall have smooth, rounded or chamfered exposed edges, and no abrupt edges at dm owing. Nosing shall nce project more than illi Incho; pest the fans of the riser below. (See Pigrtto M. Open tigers no not petmittol i yr MAX. Figure 13 STAIRNOSING 2.) Striping for the Visually impaired (33060) a) interior stain The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting ooioe at least 2 laches wide, placed parallel to and not more than I Inds from the use of the step or landing to alert tbo visually hepdred. IU strip shall be of material that is at least as slip talatant As the other treads of the stair. b) Exterior stain In addition to the requirements for interior stairs, exterior stain stall have all treads marked A painted strip shall be acceptable. (See Figure 14) ,�CM�N., P�iYMJRCUTE PER SEC, s s ms;(+ I / Iti+Ax 11\17 II tnz f$ STAFES AT 06' CN CENTER T(P, PAVEMENT SYM 40LPER SEC, 3107A(C) I W -W MN. MAX WE SLEPE t. V -QW . AT TYP. ACLt'35t0tE PAMOMIASTALL a.ABTVANAOMBSK i Figaro 3 SINGLE PARY.ING STALLS Each accessible puking space sball be identified by a permanently posted tefleuotized sign adjacent to and visible from each space. The sign shall contain a profile view of a wbeelchair with occupant in white on dark blue background. The sign shall not be smaller than 70 square inches and when in a path of travel shall be po tad at a minimum height of go inches above finished grade. Signs may also be centered on the wall at, the interior end of the, padiag specs at a minimum height of 36 inches. Spam reserved for vans shall have to additional sign stating 'Van -Accessible mounted blow the wheelchair symbol. Additionally, signs shall be posted st conspicuous places at each entrance to off-street parking facilities, or immediately adjacent to azul visible from each stall or spaces The sign shall not be less than 17 by 22 inches with lettering not less than one inch high which dearly and conspicuously states the following - 'Unauthorized vehidee priced in designated accessible spaces not displaying "agaishing placards or ligase plates issued for persons with disshilitles may be towed away at owner's expense, Towed velhdes may be reclaimed at or by telephoning Blank spaces scull be filled in with appropriate information as a permanent part of the sign. 7.) (31(77A(c)) In addition to the above rzquirtmeots, the smfxe of each accessible parking space or stall shall have a surface identification duplicating either of the following schemes a) By outlining or painting tha stall or spam In bit» and outlining on the gm - stall or space in white or suitable contrastint rde Flew depleting a wheelchair with spa, b) By of .ode view of a whasidair with occupant in white �wkgtoumd. The profde view shall be located so that It W Asible to a traffic enforcement odor when a vehicle Is properly larked In the spam and shall be 36 inches high by 36 inches wide. (See Figure 6) -i .---. -- -- - .-- t4CELSTOP� PEOEWRIANSOUfE ...�+.-�. 70 SM INCH 132 , \ ACCESSEUNSW uAx \ C= 3.CPEf t:8 WAX =estrm S-PoPESAT 3s' ON CENTER F-91TMSYM P 1[C�1d1 TYP.AVEMNM ` W.W ML% LTJ W -W WN. 9-07iQL AT, Accgssaa PAnK*4 STALL rA' w AT VAN ACCES.SWA PAF MO SYN -L Figure 4 DOUBLE PARKING STALLS Each accessible puking space sball be identified by a permanently posted tefleuotized sign adjacent to and visible from each space. The sign shall contain a profile view of a wbeelchair with occupant in white on dark blue background. The sign shall not be smaller than 70 square inches and when in a path of travel shall be po tad at a minimum height of go inches above finished grade. Signs may also be centered on the wall at, the interior end of the, padiag specs at a minimum height of 36 inches. Spam reserved for vans shall have to additional sign stating 'Van -Accessible mounted blow the wheelchair symbol. Additionally, signs shall be posted st conspicuous places at each entrance to off-street parking facilities, or immediately adjacent to azul visible from each stall or spaces The sign shall not be less than 17 by 22 inches with lettering not less than one inch high which dearly and conspicuously states the following - 'Unauthorized vehidee priced in designated accessible spaces not displaying "agaishing placards or ligase plates issued for persons with disshilitles may be towed away at owner's expense, Towed velhdes may be reclaimed at or by telephoning Blank spaces scull be filled in with appropriate information as a permanent part of the sign. 7.) (31(77A(c)) In addition to the above rzquirtmeots, the smfxe of each accessible parking space or stall shall have a surface identification duplicating either of the following schemes a) By outlining or painting tha stall or spam In bit» and outlining on the gm - stall or space in white or suitable contrastint rde Flew depleting a wheelchair with spa, b) By of .ode view of a whasidair with occupant in white �wkgtoumd. The profde view shall be located so that It W Asible to a traffic enforcement odor when a vehicle Is properly larked In the spam and shall be 36 inches high by 36 inches wide. (See Figure 6) -i .---. -- -- - .-- 3r MR i PIAL= ! i 1 ��a :s I .a i, MM, ' = '°iS a aLATCH t�t>rvt � * ANDACLOSES i 54• uma. _I Figaro 18 LML RIANHUVBRING CLEARANC13 AT DOORS HINGE APPROACH 6.) Vem'txdes (13040.1)2.D) The space between two toweanive door openings in vestibule, serving other than a tegmired exit stairway, shall provide a minimum of 48 inches of clear space from any door opening into such vestibule when the door Is pt4dooed at an angle of 90 degrees from its closed position. Doom in a series shall swing either In tto a\me dltodiat or away from the space between the doors. (See Figure 19) ti b-rraontaas .I Aoomacu LAIC �mooasr Wel wnaaeanuuma OCCANWINES DMHDOON CHOW MCArla= a ocicAs ATADJACOITWAIAS DOOM AT OPposrMWAL13 Viguto 19 VES'IMUU 7.) poor Construction and Hanlwaro (:5304(1.1)) a) The bottom 10 Inches ref all door except automatic and sliding shall have a smooth, uninterrupted surface to allow the dear to be opettea by a wheclettair',botttst without crating a trap or hazardous condition. where narrow frame doom are creed, a t0• Inch high smooth panel shall be Installed on the push side of the door, which will alto's the door to be opened by a wheelchitir footrest without creating a trap or hazardous edition. (See Figure 20) Hand -activated door opening hardware shall be centered between 30 and 44 Inches above the floor. Latching and locking doom that am hand -activated arid which are, In a prop of travel shall be ornrablo with a single eEott by laer4M batdwsre, panic tam, push -pall activating bans, or other hardware dcsigmed to provide passage without -tithing the ability to gasp the opening hardwaro. Locked exit doom shall operate as above In egret direction. Maximum effort to opema doors shall not exceed gen Pouf for exterior doors and 5 pounds for interior doors, such pall or push effort being applied at right angles to hinged doom and at the center plane of sUding or folding doom. Comprmat Z devices or aaaomatle door operttms may he artillsd to med the above AtuxUrds. When faro doors aro regnitod, the maximum effort to operate the door may be Inaaeasod to the minimum allowable by the appropriate administrative authority, not to exceed 15 pounds. Exit doors shall be openablo from the Inside without the use r( a key or any special knowledge or effort. &eeptions. t) In group B occupancies, hey�foddq hardl+me may be used an the main art who the nadn exit cxauiM of a single door or pair of doors if there G a readily visible, gable sign on or c4aeew to dart door storing 7I11S Loot? TD REMAIN UNLOCUD DURING BUSINESS !!OURS. The sign shalt be In letters not less than t ine,4 high on a contrasting dacground Mm udlne,ttc( tht single door or both kavej of a pair of doors must be Act to swing without operation on any latching Mica The use of this aeepdon may be rr *.d by the buibdaw official for due ansa TSHAPED ^„PAGE FOR ts0e'RAM Figura 24 WHEFLCHAIR TURNING SPACE WhIUN TOILET FAI UXnES tor• 0 cem3t+r cFlXRM --U .-,LI ur MIN. I � Figure 25 ftQUIVALFNT FACILITATION FOR EXISTING BUILDINGS 3.) Multiple Accommodation (3105A(b)3.A) Multipie•accomhrndalion toilet facility is a room that has mom than one sanhary ftm,—r, •s intended for the we of more that one person at a time, and which tonally is provided with privacy compartments or screens shielding some fixtures from view. Multiple - accommodation toilet facilities shall have w followinw. a) Wheelchair Clearance A des[ spsea measured from the floor to a height of 27 inches above the flout, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60 inches, or a dear space 56 Inches by 63 inches In size. Doors rather than the door to the accessible toilet compartment in any position may cnctoach into this space by not snore than 12 inches. b) Clear Space A water closet fixture located in a compartment d1 provide a minimum 28 inch wide dear space from a nxraue or a minimum 32 inch wida clear space from a wall at we side of the water cloxset The other side of the water clo*tshall provide IR tnebes froi.' the centerline of the water closet to the wall. A minimum 48 inch long clear space shall be provided in front of the water clan if the compartment has an end opening door (facing the water closet). A mWmltm 60 inch long clear space shall be provided in a compartment with the door located at the side. Grab bars shall not project mora than 3 Inches Inti the dear spacx as specified above. to Compartment Doors Water closet compartments shall be equipped with a door that has an a moatatk•closing device, rad shall have a our, unobstructed opening width of 32 ladles when located at the end and 34 inches when loaned at the side with the door rositioned at an angle of 90 degrees from its dosed position. VNhah standard wmpatmtent doors aro rued, with minimum 9 Inch clearance forfoctrests undamesth and a self-closing device, clearance at the strike edge Is not required. The inside and c nide of the compartment door shall be equipped with a loop or U-ahaped handle Immediately below the latch. The latch shall be fll"er style, slidht`, or other hardware not requiting the user to grasp or twist Except for door-opmIng widths and door swing, a dear, unobstructed access of not less ohm 44 inches stall be provided to water closet eompanments and the space Immad!ffiely In front of a water dos.compartment shall not be less than 49 inches from the compartment door when dosed. (See Figure 26) 34' MW, CtFJlfl 760' MitK— Otahs7m \ \C1FAE; 44' MIN. r-- Z I � N• re 60' X 60' LEVET.ANDCIEAA J Figure 26 MULTIPLE ACCOMMODATION TOILET 4.) li.inals (3105A(b)4,D) Where urinals am provided, at least one shall have a dear floor space 30 inches by 48 inches In froth of the urinal to allow f(xwald approach. S.) Fixtures and Accessories (3105A(b)4.A) -- a) Lavatory %xuues Llvatory fixtures shall have a dear hat space of 30 Mites by 48 Inches. Such clear floor space shall adjoin or overlap an accessible route and shall extend low the ranee and toe space underneath the lavatory. The lavatory shall have A ntirdmunt knee clexancc of 29 inches at the front and miy be Rducod to 27 inches at a point 8 inches from the front edge of the lavatory. All pipes and drains shall he strfficiu_,ry wrapped for Imes or leg prntoction. (See Figure 27) Department of Development Services ]Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Ikon -Residential Construction Requirements IMPORTANT This cet of plats and specifications MUST be kept on the job site at all times and it is unlawful to make my :hanges of alterations on same without written pe, -mission from the Building Division, County of Butte. All tramrials and workmanship shall be in accordance with recognized t,..od practices and of a quality prescribed 'or the specific use in the I998 California Building Cade (19971 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mc •hanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C) GENERAL REQUIREMENTS • Exit doors shall swing in die direction of the path of exit trivel when, the are,. served has an occupant load of .0 or more (Unifornh Building Code section 1003.3.1.5). • Uniform Mechanical Code section 307.3: Mccimnical equipment in aides shall be provide with the following: An access opening large enough to remove the large ,t piece of equipment, but not less than 30 inches by 22 inches. An unobstructed passageway which; Is large enough to remove the largest piece of equipment but not less than 30 inches high and 30 inches wide. In no more than 20 feet in length when mcaswtd along the center line of die passageway from die access opening to the equipment, and Has continuous solid flooring not less that 24 inches wide throughout its length; and A level service space at t st 30 inches deep and ?0 inches hide located at !lie front or service side o.' Zlic equipment. • Provide lights, switches, mid receptacles for maintenance of mechanical equipment. (Sec.306, U,M.C.) • Floors acid walls in Wal r Closet Compartment and Showers (UBC section 807), • Provide safety glazing in all hazardous loce:.ous (U.B.C. section 2406). • Full access to the disabled must be provided for the speck area of remodel, rerair or addition, Additionally. 20%')f tike cost of the project must be invested in access features for die existing area of the building. • UBC 1133B.8,5 Detectable warrwigs at hazardous vehicular wras. Ira walk crosses or adjoins a whicuhir way, and die walking surfaces are not separated by curbs, railutgs or other elements between die pedestrian areas acid vehicular areas, die boundary between the areas shall be defined by a continuous detectable warning which is 36 inches wide, • UBC 1117B.1 WatLr Fountains (Drinking). In new constructions, where: only one drinking fountain area is provided on a floor, there shall be drinking fountain that is accessible to individuals who use wheelchairs in accordance with Plumbing Code Section 150.0 and one accessible to diose who Nave difficulty bending or stooping. This can be accommodated by the use of "hi -low" fountains, or by such other means as would achieve the required accessibility for each group on each floor. Vie water fountains shall be lucated completely within alcoves or otherwise positioned so as not to encroach into pedestrian ways. The alcove in which the water fountain is located shall not be less dk n 32 inches in width and 18 inches in depth. • Stairways — UBC 1 t 33B.4.4 Striping for the visually unpaired, The upper approach and die lower tread of each stair shal6l be niarkcd by a strip of clearly contrasting color at least 2 inches wide placed parallel to and not more than 1 inch om nose of the step m landing to alert die visunlly impaimd. The strip shall be of material that is at least as slip resist t as;1$ other tmids of the sour, • EL_ Lrical, mcchanical, and plmnbing constriction (not plan reviewed) shall comply with the current editionsI Naumal Electrical Code, Uniform Mechanical Cade and Uniform Plun)WngCode. A y Page 1 of 2 Owners Nantes Building l'ertnit Number; - C- a Plans Examiner: FQNET MEAHANCE Film 27 LAVATORY FDCTURF.3 Mirrors Mirrors shall be mounted with the bottom edge no higher t.'an 40 inches from the flour, (See Figtus 27) Towel, Sanitary Napkins, Waste RecepLseles where towel, sanitary napkins, waste tomptacles, and otter similar dispensing and disposal fixtures are provided, at least one of each type shall be located with all operable puts, including coin slots, within 40 inches ficin the finished floor. (See Figures 27 and 28) Toilet Tissue Dispensers toilet tissue dispensers shill be located on the wail within 12 taches from the front edge of the toilet seat at a minimum height of 19 inches above the floor. Dispensers teat control delivery or that do not permit continuous paper flow shall riot be used. (See Figure 28) 36' GRAB BAA 42' GRAB UR ! � 12' ALL D15PENSERS +40d MAX TOPERABLE PART SIDE ELEVATION Figure 23 CRAB BAR LOCATION IN TO= Tv ,ALS interior Surfaces Toilet room floors shall have a smooth, hard, ton -absorbent surface such as pottland cement, concrete, ceramic elle or atter approved material which extends upward onto the wails at least S inches. Walls within water closet compartments and walls within 24 inches of the front and sides of urkr4s shall be similarly finished to a height of 48 Inches and, except far structural elements, the materials used in such walls shall be type which is not adversely affected by moisture, Crab Bars (3105A(b)3.q a) location Grab ban located to each side, or one side and the beck of> stall or compartment, shall be seauely attached 33 ivehes above the flour, Where a tank -type toilet is used, am gray tzar mry be as high as 36 inches. Grab ban shall be at hast 42 linchogg long with the froat end positioned 24 inches In pont or the water closet stool. Ctab bars at the back shall not be leas dm 36 inches in length (Soo Figure 28) b) Diameter or Width Tho diameter or width of the gripping sudasm oa a grab bat shall be 0/4 inches to 1'/2 Inches or the shape atmfi pmrids in equivalent gripping surface. If arab him am momited adjtromt to a wall, the space between the wall and this grab ben shall be 1'/2 Inches. (See Figure 29) c) A grab bar and any wall of other sudk a aljeecnt to It shall be free of any sharp or, abrasive elements Edge$ shall have a minimum radius of'p Loch. TO NOMINAL + DIAMETER I WALL -M - l Figure 29 TMCAL CRAB BAR SWMN 7.) Passageways (310SA(b)1.C) Passageways leading to sanitary facilities shall have a dear access. All doorways leading to such sanituy fadlittes shall have: a) A clear unobstructed opening width of at fetish 32 bxhes. b) A level and dear area for a mtuimnm depth of 601aches In the direction of the door swing es mcsawed at right angles to the plane of the door in Its closed poeltion, std 45 finches where die door swings away from the level and dear arra. Zbo widest of the level ams on the side to which the door swings a1a11 expend 24 inches past the strike edge of the door for exterior doors and 18 inches past the st:ike edge for interior doom 8.) Identification Symbols (310SA(b)I.D) Doorways leading to men's sanitary fadlides shall be fdmrified by as equilateral triangle, 1/4 inch thick with edges 12 inches kog sad a vertex pointing u�tward. Women's saattuy facilities shall be idtndfied by a circle 1/4 inch thick and 12 Lucia In dlanbter. Udsmt aaoYuy facilities shall be t mtifled by a circle 1/4 Inch drick, 12 incites in diameter with a'/- , i.;% thick triangle saperimpomd, on die drdo and within the 12 inwt dix nater. :hese geometric symbols dm'A bb centered on the door at 1 height of 60 inches and their color and contrast shall be distinctly different from the color Md corrtmt of the door. (NOTE: See also Section 310SA(e)7 and 10 for addidonal signage requirements applicable to sanitary fadlides) 9.) Signage (3105A(e)7 and 10) Where permanent identification is provided for Looms Arad speees. raised letterq shall be provided and shall be. accompatsied by Grade 2 Braille. Signs shall be installed on the wall adjacent to the latch outside of the door. when them is no Will slice ca the latch side, signs shall be placed on rho d area adjacent wall, preferably on the tight Mounting height shall be 60 Inches above the tartish floor to the anter of the sign. Mounting loadon shall be su^h that a person may approach withn 3 incites of Signage without encountering protruding objects or standing within the swing Of door, I Rutaaraa 10H5 meso: 1►cDoc COLOR CODE USED ON PLATS Blue = En,xircering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood t. 'n. Finish floor, electrical, FIVAC equipment and services shall be a minimum of one fogy. above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior wails, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. i he bottom of the openings shall be nu higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. XParcel lies within the StaLa Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ ?he following parcel map requirements shall be met: ® All structures and equipment including overhangs shall be clear of all easements. All setback's shall be a.; shown on the approved site and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. I --Ade- & rzw-- ` °bdLe� ® Expansive soil may be encoj+ntered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name. biro -on Building Permit Number: U ;;7, — ( —7 Plans Examiner: ti -L S)ANDARD 10-1 1.6 General Requirements. 1.6.1 The classification of extinguishers shall cons,st of a LE"fTER that indicates the class of fire on which an Lxtin- guisher has been found to be efrectice, preceded by it rat- ing NUbIERAL (Class A and B only) tha indicates the r,?l- ative extingv Shing effectiveness. Exception: .:xtinguishers classifiedfor use an Glass G or D haz- ards shall not be required to have a numeral preceding the classi- fication letter. 1-6.2 Portable extinguishers shall be maintained in a (idly charged and operable condition, and kept in their desig- nated places at all times when they are not being used. 1•F.3 Extinguishers shall be conspicuously located whete they will be readily wccessible and immediately available in the event of fire. Preferably they shall be located along normal paths of travel, Including exits front areas. 1-6.4 Cabinets housing extinguishers shall not be locked. Exception: Where extinguishers etre subject to malicious rise, lacked cabinets may be used provided they include :nears of emer- gency access. 1.6.5* Extinguishers shall not be obstructed or obscured front view.. Exception: In large rooms, and in certain locations where visual obstruction cannot be rompletely avoided, means shall be provided to indicate the location. 1.6.6* Extioguishers shat'. be installed on the hangers or fn t[s bracki;ts supplied, mounted in cabinets, or set on shehes unless the extinguish^rs arc of the wheeled type. 1.6.7 Extinguishers installed under conditions where they are subject to dislodgement shall be installed in brack- ets specifically designed to cope with this problem. 1.6.8 Extinguisher's installer] under,milditions where they are subject to physical damage shall bi protected from impact. 1.6.9 Extinguishers having a gross weight not exceeding 40 Ib (18.14 kg) shall be Installed so that the top of the extinguisher is not more than 5 ft (1,53 m) above the floor. Extinguishers having a gross weight greater than 40 Ib (18.14 kg) (except wheeled types) shall be so installed that the top of tine extinguisher is not more than 31/2 ft (1.07 in) above lie floor. In no case shall the clearance between t' e bottom of the extfrs wisher and the floor be less than 4 in. (10.2 cin). 1.6.10 Operating instructions shall be I,r,ttrd on tine front of th4 extiliguisher. Other labels and rda kings shrill riot be placed on the front. 2-8 1997 UNIFORM FIRE CODE Exception: In addition to marnefactnrers' labels, other labels tlutt speciftrally relate to operation, classification, or warning informa- tion shall be perinitled on the front, 1.6.11 Extinguishers mounted in cabinets or ivall recesses or set on shelves shall be placed to a manner such that the extinguisher op -+rating instructions face outward. Tile loca. tion of such extinguishers shall be marked conspicuously (see 1.6.12* Where extinguishers are installed it% r,-s,u cabi- nets that are exposed to elevated tcmperatu,cs, cabinets shall be provided with screened openings and drains. 1.6.13* Water -nese (water, foam, AFFF, wetting agent, and sorla-acid) extinguishers shall not be installed fn areas where temperatures are outside the range of -101F to 120T (4°C to 49%). All other types shall not be installed in areas where temperatures are outside the range of -40T to 120°F (-40°C to 490C). Exception No. 1: IVhen exhuhruishers are installed in locations sulject to temperatures outside these ranges, lhey shall be of a type approved and listed for lire teorperature to which they are exposed, or they mist be placed in art enclovire capable of inainlaining the stipulated range of temperatures Exception No. 2: Extirrgtusliers rontairtbrg plaint uater only can be protected to temperatures as low as -407 (-40°C) by the addi- tion of an antifr'eerc stipulated on the extinguisher naineplate. Calcium chloride solations stall not be used in stainless steel extin- guishers. Exception ,Vo. 3: Some extinguishers that rise nitrogen rather than carbon dioxide (is art expellant gas are approved or listed for lenrpei,:hures as low as -65°F (-54°C). 1.6.14* An extinguisher instruction mrnual shall be pro- vided to the owner or his agent giving condensed instrac- tions and cautions heressary to the installation, operation, inspection, and maintenance of the cxtinguisher(s). The manual shall refer to this standard as a source of detailed instruction. 1.7* Identification of Contents. An extinguisher shall have attached to it in the form of a label, tag, stencil, or similar manner the following information: (a) Co:+rents product name as it appears on the manu- facturer's Material Safety Data Sheet (NISDS). (b) A listing of the hazardous material identification in accirdarlce with the National paint and Coatings Associa- t;on Hazardous ,Materials Idenlifr.ation Systerns (H,MIS). [in Canada, see Workplace Hazardous hlateritils Identification 3vs- iernr (WHAMS)]. (c) A list of any hazardous materials which are in excess of 1.0 percent of the contents, (d) A list oreach chei0cal in excess oF5.0 percent of the contents, (c) Inf'ornln0on as to what is hazardous about the agent in accordance with the Material Sdfely Data Sheet (.MSDS). Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538.2140 FAX SPECIAL INSPECTION NOTE Special Inspections — Uniform Building Code section 1701: In addition to the inspections required by Section 108, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special iospectors who shall provide inspections during construction on the types of work listed u ider Section 1701.5, The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of com truction or operation requiring special inspection. Duties and Responsibilities of eie Special Inspector: 1 The special inspector shall observe the. work assigned for conformance with the approved design, drawings and specifications - 2 The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Butte County Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4 The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him, so inspections must also be made by the Butte County Building Division 5 Any change in special inspection firms made after permit issiance shall be approved by the Butte County Building Division prior to the new firm performing any inspections. 6 Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special Inspection is required for the following items: ❑❑ Reinforced Concrete (Taking of test specimens. placement of reinforcing and placing of concrete). Structural Masonry High Strength Bolting ❑ Welding ❑ Bolts installed in Concrete ❑ Other: Name of Special Inspection company; lofI CDF FIRE SAFE REQUIREMENTS (-716 ft -- r 70_e AP# PERMIT # N E Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apg•%.,rtenant strur ures which supple- ment the roadway bed or shoulders,' mall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent uusless paved. 1273.04 Driveway Radius 1. No roadway shall het1,e a horizontal inside radius of curvature of less t):.an 50 feet and additional sur- f�,^e width of 4 feet shall be added to curves of 50- lu" feet radius; 2 feet to those from 100-200 feet. 2. The :ngth of vertical curves in roadways exclusive of ,^.hers, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. } 1273.05 Turaarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. lj 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3-1 MEMORANDUM To: Martha, Plan Review From: Steve, Fire Department Date: September 30, 2002 Re: Permit # 02-1759 The Butte County Fire Department suggests that Mr, Brown place one 2A-10 BC dry chemical fire extinguisher (in a lockable cabinet) on the exterior at each end of the storage facility, top of extinguisher should be no more than 51 above J � ground, I've attached the Uniform Fire Code Standard and highlighted those sections that apply. Mr. Brown may call me at 538-3859 if he has any questions. Ted and I discussed this plan, so if I'm not available he can talk to him, also. FROM : ROBERT B HEATON ARCHITECT rot LA N jG FAX NO. : 530 3438039 Nov. 07 2002 09:14AM P2 Z�8-0 t -- -7 b oe, AP # PERMIT # TNAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. C�G 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [/y 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. j 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�Q1 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction ;r fiaal inspection of a building permit. Page 2 of 3 0 ak-o(-?4 o,1-i"?sem' 0"& ) D"j AP # PERMIT # NAME Othor Recriirements [ ] if Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] if Building Setback is Leas Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed lot of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Sign Page 3 of 3 , r.. I ; r' Ferri , •' `1 F. HORIZONTAL j -•1, •- REINFORCING ^(i,• z I W SEE PLANS. Y• ry w ,''�i�i I•rV t % yl q a Q LOCATE.. y m i� • i. 46 EGR w a •I. w " > , i•. 46 DEGREES ! J r' :. . •1 �;! , FROM WAIL _--'•rI•,•" TYPICAL SSTB 1 II • '�'+. AN SEE r , r'• LA FOR SIZE 7i ! r PLAN { to -'fl i . • 6 �I i �-PLACE DIAGONAL IN CORNER 1 3/4' MIN, APPLICATIUN � I hMIN. FOR t'OR 1/B' DIA. SSTD2B _1W DIA. SSTB FOR FULL TABLE LOAD CONTINUOUS CORNER I=ND WALL STEM WALL .SbTB ANCHOR 2-2 x OR x - SEE PLAN — ED E Ni ALTERNATE TO�ING STUD BOLTS - CLR. (WHERE USED)-- , INSTALL TYPICAL CONNECTOR - (IF BOLI SEE PLAN t i 10 REFER TO DETAIL - " MUDSILL FOR SSTB INSTALLATION ANCHOR BOLT ISSTB) SEE P•-ANS— AT SI -AS FLOOR - INSTALLATION (TOTES ILd NAILS WHEN SPECIPILO. REFER TO ILd COMMONS, BOLT INSTALLATION ASSUMES MINIMUM (U 1-1/1' MEMBER. WHEN USING A 1/2' OR S/8' DiA. ANCHOR FOR THE L1'T20B, AOD A STANDARD CUT WASHER TO THE SEAT. NAILED INSTALLATIONSt REQUIRE USE OF A DOUBLE 2 x. OR A 9 x MEMBER. REFER TO PLANS FOR MORE SPECIFIC CRITERIA. DO NOT 114ZTALL LTT OR MTT TIES RAISED OFF "THE MUDSILL. REFER 'TO MANUPACTURER'S INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION, WHERE STRAP 15 ATTACHED TO DOUBLE KINGSTUDS, NAIL KINGSTUDS TOGETHER WITH 14.:1 NAILS AT IL' O.C. STAGGER EDGE NAILING TO BOTH KINGSTUDS. -N, LTT / MT`r / HTT TENSION TIES 1/2' CLR. TYPICAL SSTB - SEE PROVIDE ADDITIONAL 2 x L PLAN STUD TO ALLOW HO BOLTS TO BE COUNTERSUNK-- ,, t A MODEL NO, !DIA, I LENGTH i MIN. EMBED. I. SSTBIL 6/8' 1 n' 12' BSTB20 5/8' 21• IL' 55782.1 5/8' 26' 20' SSTB28 1/0' 29' 24' 557034 1/0' 34' 20' SSTB3L 1/0' 36' 28' NUMBt! a CASAEP 1 S -I SHEET NUMBER LUGEND WHERE OCCIIRING - INSTALLED SPECS SPECSOLDOWN . TO PTALL LANS MFRS. SHEARPLY - SEE PLAN r � DOUBLE KINGSTUD NAILING REQUIREMENTS 13M' IN. EDGE t/ DISTA CE EMBEDMENT---------------- WN E I: STALL BACkiN FOR GYPSUM BOARD NAILING - SEE PLANS AND TABLE ABOVE NOTE: T : s r • 'r AT OLD -JOINT z • •.j • TYPICAL TWO -POUR NAILING REQUIREMENT IS BASL'D. ON INSTALLATION HOLDOWN/STRAP REQUIREMENT AT NAILED 2 x MEMBER, NOT NECESSARILY THE SIZE OF THE ACTUAL INSTALLED HOLDOWN/STRAP. REFERENCE NUMBER ON ' THE CHART ABOVE MAY NOT CORRELATE WITH THE ACTUAL INSTALLED HOLDOWN. 3' CLR. MIN. HOLDOWN AT CORNER SC:•.L-cl NONE dL SHEARPLY STUD , TYP. NOTEe TYP. SEE SLAB FLOOR DETAIL i S USED) FOR ADDITIONAL INFORMATION ALL -THREAD ROD DIA. TO MATCH NUT. COVLING SSTB ANCHOR MUDSILL r r r r ANCHOR BOLT155TB) SEE PLANS --•-'"f AT RAISED WOOD FLOOR HTT INSTALLATION DATA No. HOLDOWN Md NAILS - DP IW H45 -1)F A H02A Bit / 5' 0/C lid / 4' O/C B HDBA {cd / 4' a/c Nd / 3' a/c C LTTROB ILd / P O/C lid / 1' a/c D HTTIL 8d / 4'0/C 1s0' / 3 -VT 0/C E MTT285 {U / T O/C ,i ROWS 6-1/9' O/C Yd /T O/C Ind / 1' a/c p CSIL G ST1224 lid / V a/c lid / 5' a/c 13M' IN. EDGE t/ DISTA CE EMBEDMENT---------------- WN E I: STALL BACkiN FOR GYPSUM BOARD NAILING - SEE PLANS AND TABLE ABOVE NOTE: T : s r • 'r AT OLD -JOINT z • •.j • TYPICAL TWO -POUR NAILING REQUIREMENT IS BASL'D. ON INSTALLATION HOLDOWN/STRAP REQUIREMENT AT NAILED 2 x MEMBER, NOT NECESSARILY THE SIZE OF THE ACTUAL INSTALLED HOLDOWN/STRAP. REFERENCE NUMBER ON ' THE CHART ABOVE MAY NOT CORRELATE WITH THE ACTUAL INSTALLED HOLDOWN. 3' CLR. MIN. HOLDOWN AT CORNER SC:•.L-cl NONE dL SHEARPLY STUD , TYP. NOTEe TYP. SEE SLAB FLOOR DETAIL i S USED) FOR ADDITIONAL INFORMATION ALL -THREAD ROD DIA. TO MATCH NUT. COVLING SSTB ANCHOR MUDSILL r r r r ANCHOR BOLT155TB) SEE PLANS --•-'"f AT RAISED WOOD FLOOR HTT INSTALLATION DATA No. 1 L CL BOLT SEX& NAILG 150LT8 GTY. DIA. LTT19 1-3/4' 19-1/4' 1-3/0. 3/4' O-ILd SINKERS --- -- LTT20B 2' 19-3/4'11-3%8' C+ WINDOW WITH SINGLE TRIMMER 1/2', 6/0'. OR 3/4' 10-ILd 2 1/2' LTT131 3-3/4' 31" 11-3/13' 5,'8" 18-I0d x 1-1/2' --- -- HTTIL 2-1/2" IL' 1-3/e' S/z!" 18-I4d --- -- HTT22 2-1/2' 22• 1-3/8' 6/8' 32-ILd SINKERS --- --- MTT28B 2-1/10 TI' 1-15/8` 5/8" OR 3/'f' 24-ILd '1 1/2' CLR. ,_'r 1/2' SCALE: I" c 1'-0" eu=eo",wl, DOUBLE 2 x L U.O.N. P14ERG \---2 x NAILER INSTALL IN FIELD 2-2 x L %--COUNTERSINK HO BOLTS KINGSTUDS ---JINTO TRIMMER AT DOOR OPENING BLIdilina to blit, loeriat aach and 2 -ad_ Imo' xx 6" subiloor of fess to each dsL!Slo-nall SINGLE 2 x L Wider Ihan V x 6" subflooi to each jqsl, lace -nail 3 -ed 2" sublloot lo, olsl ormet, I- and lace -nail 2.16d RIMMER TRIMMER— 16d at 16" o/c. 3-I bdper 16" /-A\ Q 1 xPL FRAMNGER AT 5W WINDOW OPENINGOR TRIMMER C+ WINDOW WITH SINGLE TRIMMER 1 1/2' I.R.C A7TWIF(DOWS, HD BOLTS MAY BE CONTINUOUS NOTE: MUST EXTEND THROUGH BOTH Doubled lop plates, Typical lace null Double lop plates "lop sLallge�- --Blocking between joists or pallets or rollers to lop plate, toenail 3L8d Rim jdsl to lop Plot o , loenall THROUGH ALL THREE FRAMING MEMBERS. AT ppRAMING MEMBERS. COUNTERSINKING 2-16d _ Continuous header, two places 16d a1 16" o/c. along each edge TYPICA_ DOOR OPENING. BOLTS MUST BE COUNTERSUNK IS NOT ALLOWED. 4-8d _Celkig olds, laps over oarlllions, lace•nall 3.169_ 3•16d SSTB - E,E INTO TRIMMER MEMBER. 3.8d_ PROVIDE ADDITIONAL 2 x 4 2-8d I" x B"sliealtiltip a less to each bcai�g,_lace;nall Ilion I"x B" shealhhig la each bearkig, lace -null PLAN locallon, t)e holes shall be spaced no less Ihd 12+r 01Vsupporting _Wider _Buill-u caner studs STUD TO ALLOW FJ BOLTS Built up glider and beams 20d at 32" a/c, al lop and bollornand stallgeted 2- 20d at ends ana at ouch spl!2e_ _ 2-16d of each beatbi 2" planks v nticaI a lntaIlan relative to one another. Anc Ilecl kerime 7. For raised wood (hors, provko at leas) one foundation access wili�n TO BE COUNTERSUNK 20' of plumbing cleanoul, Access opening shall be nor less Ilion 24" x other (hon normal plpkhg, conduils, wkkig, elk, bad qnY 18" kin size, penetration larger Ilion 4" diameler. g, OSB may be substituted for plywood as. longias 11 bears b sfamii Indicaling Ilia same, APA approval and deslgnaliod as trip wbsil[Uled plywood, i r h. Diaphragm noting shat conform to tables 23-1-J-1 and 28.1-K pit NOTEr Ilse UBCwIlh momenclolure defined as (allows: BN Boundary diaphragm bdbndgrlil, = nalling at edges and al edges of openirlhs. 1. Bored holes In bearingwall studs shot not exceed 40% of the stud EN =continuous epanel EN = Edge noting plywood panel edges. REFER TO PLANS FOR LOCATIONS WHERE THESE DETAILS ARE INTENDED TO DEPICT width. In no case shall the edge of a bored hole be nearer Ilion 518" 2, ROOF SI IEATIIING to ilia edge of a sludi holes shall nor be located In any stud at a THESE FRAMING DETAILS OCCUR. SSTB LOCATIONS RELATIVE TO T PICAL FRAMING CONDITIONS. IT SHALL B THE plans for thickness and panel Index. install with the long Ulmegslon of the panel across supports, except where noted, and ydl depth. Hales bored In Joists shag nor bre wllhln 2" of Ilia lop or bollom t panel con ous over Iwo mora spans. Allow T /8 spacing al REFER TO NDA LTT/HTT/MTT DETAILS RESPONSIBILITY OF THE CONTRAC OR TO the depth of the Jolsl, Notches In Ilio top or bottom of Jobis she?I nor coronion wire nails at C. 12" o/c. exceed one-sixth the depth and shat nor be located In Me middle rOR TYPICAL '6LR' DIMENSION. DETERMINE ACTUAL FRAMING CONDITIONS AND SHEARWALLS 8, Panel wall sheathing shall be 3/8" APA RATED SIIEATIIING EXP 1 of Ilia stud width. Culling or nolchli-ig of stud!; In non-bearing (See plans), Hall per plans. partitions shag nor exceed 40% of the stud width. PLACE SSTB ANCHORS ACCORDINGLY. NOTE ROUGH CARPENTRY 1. In addition to framing operations normal to ilia labilcol•.in and MEMBER SIZE AlNCHORS INCORRECT POSSIBLY PLACEMENT FIN THE NEED backkig required for the walk of oilier trades. REQUIRED lIREDNAT HOLDOWN. FOR RETROPIT ANCHORS. DOUBLE 2 x 4 TYPICAL CORNER AT SW U.O.N. © concealed draft openings (bolh vertical ani' horizonlal), and to lo:m 1 x 4 FRAMING an effective baNtet between staples and be r•, in lop Gory andiroof f SST6 PLACEMENT DETAILS SCALE., 1-1/2" '-I'—o" 4 t !DESIGN LIVE LOADS Floor Iva load 40lbs/square fool Roof Iva load 161bs/square for.'- reducible Wind loading 75 mph Exposure "U" Seismic Zonu 3 (Selsmic factor -, 117) OCCURING - -ED STRAP EN CONCRETE NOTES 1' ' 1. a. The mlntmum 28 day compressive shenglhlof concrete shallbe: Foundallons/pad foolings 2500 PSI Slab �- s ori grade 2500 PSi Walls and columns 2500 PSI b, The maxhnum slump slioR be 4 Inches. c, Minharmcement con lenishall be500lbs/cubic yaid. 2. Portland cement shall conform to ASTM C150, Type 1 or ll. 3. Admixtures used to Increase Ilia wa labv r ill at Ilre k:o or o n el shall flat be considered to reduce the specified A riknurncement con tell 1, SHEARPLY - 4, Ready mix concrete shot be nixed art ,-alveted In accordance wilh SEE PLAN ASTM C-94. 5, Construction foinls shall be piepoxed to expose clean, soldly embedded aggregate over the enike Joint khlerlace. Conshucllon Jarnls shall be adequately keyed. Thai locations and details, when not shown an Ilia diowings shat be subject It, Ilia approval of the Architect. 6, Concrete placement shall be continuous between corisirucllon jdnls. 7. Unless olherwhe shown on the diawiligs, concrete stabs shall be cast In square or reclanpular patterns flat exceeding 400 SF ki area. Provide conshucl!on, ecnlracllon or weakened plane joints at Intervals nor exceeding 20 lael In arydliecllon. SCALE. 1-1/2" 1'-0" 8. Sleeve:, pipes and conduils shall not be placed through continuous or spread loolings, grade bearns or lie beams unless specified and detailed on plans. 9. Conduit shall nor be placed In any stab less Ilion 3-1/2" thick. If conduit is placed In a concrete slab, Its outside dlameler slhal nor be glacier Ilion '1/3 the slab thickness. ilia mininwrn clear distance between conduits shall be 6 Inches. 10. All exposed cornersshol be chamfered'/," unless noted otherwise. 1i. Structural steel shapes. lubes and pipes embedded In concrete shall have a minkrwrn concrete cover of 3" clear to earth. 12. Bolloms of all [actings shat rest on rim undbluibed soli. Minimum depth Is noted on drawings. 13. All slab floors slioll haze a rrArilmum thickness of 4" over 2" sand over 6 nil vlsqueen over 4" gravel til. REINFORCING STEEL • 1. Reinforcing steel to conform to ASTM A615, Including supplement SI. All bars shag be kilermedlale grade deformed bars - type N. grade 411 typical unless otherwise noted. Bars to be welled shag be ASIM 615 grade 40 or ASTM A706, 2, Delolls for reinforcing shailconform 1,3 Chapter 7 of ACI 318.95. 3. Welded steel wire mesh shall be 6' x 6" Wt.4 x WL4 WWM and shall conform to the requkenients of ASPM A185, Splice laps in mesh reinforcing shall be nor less Ilion 8' 4. Bar splices - Concrete - Unless noted otherwise, reinforcement bars to be lapped minimum 40 bar diameters. Masonry - Unless noted otherwise, reinforcement ban to be lapped minimum 40 bar dlama,iin, lou! In no case less Ilion 24". Horizontal laps In adjacent bars •Mall be staggered 60" minimum, 5, Bends In reinforcement shag be In accordance with ACI 318.95. 6, Walls, plasters and columns shat be doweled to Ihek supporting [ootkigs with vertical dowels of Ilia same size and spacing as Ilia vertical reinforcing, unless otherwise noted on Ilio plans. Where possible, vertical bars shag be one-piece, full height. 7. For concrelo or masonry conslrucllon, verllcal reinforcing bars shot be accurately located Inwah as noted on plan deralls, 8. All teinrotcing shall be securely fled In place prior to placing concrete or grout, 1 9. Where required, bar supports shall be provided as specified in the "Manual of Standard Practice" published by :I,a Concrete Relnlorcing Steel Institute (CRSI). 10, All dimensions shown for locations of reinforcing steel are to center of bar unless noted as "ck". "Cir" dimensions are to face of bar and denote clear coverage. Unless specifically noted olherwlse, concrete coverage shat be 3' where concrete Is placed directly against earth, and Z' where concrete is exposed to earth but Is against forms. Slabs on grade shall have reinforcing at mrd -depth unless orhersNse noted, r NAILING SCHEDULE CONNECTION P14ERG Jolsl to sill crAdei, toenail 3-Bd` BLIdilina to blit, loeriat aach and 2 -ad_ Imo' xx 6" subiloor of fess to each dsL!Slo-nall 2-8d Wider Ihan V x 6" subflooi to each jqsl, lace -nail 3 -ed 2" sublloot lo, olsl ormet, I- and lace -nail 2.16d Sole plate to joist or blocking, typical lace•n-pall Sole pfafe to oktou blockll g, oI typical braced wall panels 16d at 16" o/c. 3-I bdper 16" plale to slud, end -nail 2-16d Stud to sole plate 4.8d, Ibenall, or 2.164, end_•nall Double studs, lace.nall 16d at 24" o/c. _ 16d al 16" o/c, fl6d Doubled lop plates, Typical lace null Double lop plates "lop sLallge�- --Blocking between joists or pallets or rollers to lop plate, toenail 3L8d Rim jdsl to lop Plot o , loenall ed al 6" o/c. Mplalas, ka s as nd kileisecllons, face-nall 2-16d _ Continuous header, two places 16d a1 16" o/c. along each edge CeOna joists to to plate,—loenall 3.8d _ Corlllrnuous header to sled loenall 4-8d _Celkig olds, laps over oarlllions, lace•nall 3.169_ 3•16d Cuing ols•Is to parallel raters, face-nall Railer to late. loenall 3.8d_ "brace fo each sled and nlalf, lace•nall 2-8d I" x B"sliealtiltip a less to each bcai�g,_lace;nall Ilion I"x B" shealhhig la each bearkig, lace -null 2.8d _ —370a locallon, t)e holes shall be spaced no less Ihd 12+r 01Vsupporting _Wider _Buill-u caner studs 16d at 24'! o(c. Built up glider and beams 20d at 32" a/c, al lop and bollornand stallgeted 2- 20d at ends ana at ouch spl!2e_ _ 2-16d of each beatbi 2" planks FOUNDATION NOTES PLYWOOD NOTES 1. Sol design Information; GENERAL PROVISIONS ii Allowable soil design pressures: B, Idenlificailon iequllemenfs - each panel shall be Idenlllled wllh Continuous foolings 1500PSF the appropriate trademark d Ilia Ameilcon Plywood Grade beams 1500PSF Association, andishall meet ilia iequkemenls of the talgr{'sl'edlhon Pad foolings 1500PSF of U.S, Product Standard PS -1 or one of APA's Pellorh)anee Relaln[ng walb: Standards. ' Active pressure (constrained) 55 PCF b, Panel thickness, grade and Group number or s,vn ioliln shall bit Act" prratsure (canigevered) 30 PCF 2. ilia finish excavation for foundollons shat be near and true to line at least equal to Ilia l shown on the drawings. Applcalldh siIVpI oris In accordance with recommendations of [lie Amedcall Ply, rggo with all loose material and slanding water removed pilot to. concrete Association.ii placement, C. Nails at plywood panels shat have 3/8"'edge dstancd and hall 3. Compaction reports, where required, shall be compleled prior to heads shat nor penetrate face ply. requesting foundation Inspection, d, Plywoodl panels shat bull a1 centertne of single 16potl - nu 4. All loose soil and ffitdirt, including backIll behind relarnlng wags shall be compacted to 90 relativo compaction. member with edge noting from each panel Indo Ihal mdtnbel, ' " Ibis percent e. No piece of plywood, Iloor, or wall shealhing sriall be Ihgll 5 Backfill for all ralalnlng worts shall be ranulbr, nee draining n material. 12"In bast dine i reloro. and small nor be placed unlit masoney a concrete maledals have I % Provisions for penetrations In structural plywood panels slibll be' qli been In place a m�iknum of 14 days ar tests indicate Thal the material of 1 lows: has al alned 759, of IIsspact specified designsremgqn. T. Up to a 4„ dlomeljr hole may be dulled anywh a kT hip 6. For relalnlng waifs designated as "supported” at the lop of the wag, panels. If more Ilion one hole Is to be di d-1speolaq provide lernparary shoring of the wag which Is to remain in place until locallon, t)e holes shall be spaced no less Ihd 12+r 01Vsupporting s!iucrute Is In place, Where a concrete slab Is used to diameter of the dillled hale, In shear panels, 1 wit 09 rr:wide support, Ihls shag br, a minimum of 7 drays oiler placement of conskdened preferable Im locale mulllple driled fibres In p concrete. on v nticaI a lntaIlan relative to one another. Anc Ilecl kerime 7. For raised wood (hors, provko at leas) one foundation access wili�n 2 N0II1 of record wlhen coisPen6h iians 20' of plumbing cleanoul, Access opening shall be nor less Ilion 24" x other (hon normal plpkhg, conduils, wkkig, elk, bad qnY 18" kin size, penetration larger Ilion 4" diameler. g, OSB may be substituted for plywood as. longias 11 bears b sfamii Indicaling Ilia same, APA approval and deslgnaliod as trip wbsil[Uled plywood, h. Diaphragm noting shat conform to tables 23-1-J-1 and 28.1-K pit NOTCIIINGIBORING IN WOODIMEMBERS Ilse UBCwIlh momenclolure defined as (allows: BN Boundary diaphragm bdbndgrlil, = nalling at edges and al edges of openirlhs. 1. Bored holes In bearingwall studs shot not exceed 40% of the stud EN =continuous epanel EN = Edge noting plywood panel edges. width, Iloles In non•berl wall studs shalt nol exceed 6026 of the stud rig FN a Flekt noting al trutenrxsdlalo swpponls. t width. In no case shall the edge of a bored hole be nearer Ilion 518" 2, ROOF SI IEATIIING to ilia edge of a sludi holes shall nor be located In any stud at a 8. Panel roof sheathing shall be''VV APA SHEATHING EXP i, Rarer Io section with a cut ornolch. 2. Notches on the ends of joists shat nal excsdd one-fourth of Ilia Joist plans for thickness and panel Index. install with the long Ulmegslon of the panel across supports, except where noted, and ydl depth. Hales bored In Joists shag nor bre wllhln 2" of Ilia lop or bollom t panel con ous over Iwo mora spans. Allow T /8 spacing al of Ilia (dsl, and Ilia diameter of any hole shall not exceed ono-Ihkd i sand I/4" spacing panel[ ends, , anng al pamell edges. Nair vvillr tld the depth of the Jolsl, Notches In Ilio top or bottom of Jobis she?I nor coronion wire nails at C. 12" o/c. exceed one-sixth the depth and shat nor be located In Me middle 3. Ihkd of the jolsl span, 3, Nolchng in exterior walls and bearing padlllons shag no) exceed 25% SHEARWALLS 8, Panel wall sheathing shall be 3/8" APA RATED SIIEATIIING EXP 1 of Ilia stud width. Culling or nolchli-ig of stud!; In non-bearing (See plans), Hall per plans. partitions shag nor exceed 40% of the stud width. ROUGH CARPENTRY 1. In addition to framing operations normal to ilia labilcol•.in and eiecllai Indlcaled on Ilia Drawkigs, Install wood blocl sig and backkig required for the walk of oilier trades. 2, Install blockkig as required to support finish hordWare, such as l,7wel bars, rngdlckie cabinets, lights, etc. Install ike slopping to cul of,' all concealed draft openings (bolh vertical ani' horizonlal), and to lo:m an effective baNtet between staples and be r•, in lop Gory andiroof space. II shot be used In specillc locations, as iollows: • Ii exterior or kslerlor sludlwals, at celing and floor Ilevels. • h► all stud wale and partitions, krclwding limed spaces, so placed Thal Ilia maxlmum distance of any concealed spa': e k not over 101-011. • Around lop, bottom, sides and ends of sliding door pockets. In spaces between chimneys and wood Iraming, loose non- corribuslible supports, or a metalcalor nghlly lrlled to the chiinneyand nailed to Ilio wood harAig shall be used. Any other locations nor specilloally mentioned above, such as holes lot pipes, dialling, behind lurrirg ships and similar plavis width could afford a passage for flames, 3. Structural Ian'uig shag be of the grades rind species Indicated or better (WWPA grading rules). See pians for more specific kdormallon: al 2 x lohls and iallets DF No, 2 b) Pas is ki wall framing Match wall Itarning c) 4 x headers DF No.2 d) 6 x heade,s DF No. 1 e) Sluds, sits and poles Site pians 1) BlockIng and tuning NF SiD and bit. g) SN's on concrete PIDN Ili) Mlsc, honing not noted DF No.2 4. Wood s1h, for bearing and sheathed walls bearing on masonry or concrete shall be barred with 11/2" diameter x 10" anchor bolls a116' -d' o/c, maximum spacing and wllhln 12" of end of each piece, Each sit shat receive or least two bolls. Note: all anchor both shall have a U" square x 3/16" plate washer. ]Ills Inlormallon will govern unless mol6 shkigenf atlerla are Indicated on plans. 5. Bolt holes In mood or steel shall be 1/16" larger Ilion bolls. 6. All nuts shag be 1lghle'ned when placed and re-1[ghlened pilor to application of finish or at completion of job. 7. Standard cul washers shat be provided under the heads and nuts of all bolls and log screws beafkig on wood except anchor bolls. I (ichor bolts shall [lave a 2" square x 3116" plate washer. 8, Framing hardware shall be Simpson SIRONGAIE or approved equal, wllh connectors as specified Ili Catalog 140,099. Install connectors with nails and/oi boils as Indicated kin the catalog. 9, Wall lop plates shag have joints at a stud centerline, hind )obits In ` double lop plates shall be ollset no less Ilion 48". 10. Nails s,sed lor structural connections other Ilion plywood naling a manufactured connector InslaNatlon shall be galvanized strikers unless otherwise spe:alied on Drawkigs. Plywood naling shat be coinhnon wire nalb, she as specified. 11. Nat holes shop have a pilot hole where necessary to prevent spiriting of the wood. 12. Cripple wags widch have a slue) lenglh of less Ilion 14" shag be trained wllh solid blocking, or braced vrth 3/8'" plywood sheathing nallee to Ilia lop plate, studs and A. 13, inferior non-bearkig wags on slabs shall be attached wllh approved powder-diiven losleneis through Ilia sit plate at 32" o/c. 14. Mlnknum clearance between bottom of floor lolsh and earth shall be 18". Minimum clearance between bottom or girders and earth shall be 12". 15. All loundallen piales, ills and sleepers on concrolo or masonry which Is ki direct contact wllh earti, and slits which rest dkeclly on conciele and mosonuy foundations shat be, pressure healed "ad at toundallon grade, redwood, marked or branded by Ilia proper approved c;ancy. Hole tial Ilia use of FG redwood may be piolilblled t .o Iain engineered conshucllon. 16. Culling, d0lrh,•;, of notching of beams, lolsis or posts shat be pennlllad only as sliowe on Itis drawings or as olherwlse Indicated Ili w (ling by ilia Architect of to -.old. I i 7 DATe : f�)?i� 1 L IRI 2c0 2 v� Si'iEET NO. A I SII I /d �•�`7 a L Us u /•�� V � .p us 4r � K . Q?,roIR, Cf] 43 W I'— `L � 13v I W N '- J= DATe : f�)?i� 1 L IRI 2c0 2 v� Si'iEET NO. A I SII I /d �•�`7 a STIEEL LINENE/ CENTERLINE OF FRAME - O t O pl at')A L THRUST ANGLE NOTES ANCHORAGES ARE DESIGNED ASSUMING THRUST ANGLEI - USE BOLT INSTALLATION VNL-f L ANCHOR BOLTS ooj _ E E LjMG OF rtN4 5 5• IN SEE PLANS • o I � z FOOTING EI cam, BEYOND 1 .CLR. SIDE VIEW FOOTING - SEE PLAN Mol/gr �ceN�eo%i`JE F-uT1►rG ��TYPIC,4L i=1�r4M� �oaT I NCS .� SCALE: I" = P -U" tie P)UI►-j�It�Gr LINE ----i- �-2To u n m@ 3: 4- 3/4t0 x I'dt 1--(+) ANC44OX IW4.7.5 U U .r 1 3 ? � sl �E wai,tr •9� falJIIAING (left;✓ tCV� FcVTIN& i�S yDN.D 5.2 9IPE- ' vi it Inl TYPICAL �C}R�VEF� F�®i'ING �4 F°OTIn1C.- 0 FLAN VISy1/ "('L) 410.x 2-d' I0 to N y(�I1rll I =ly �� I 1 4 FoaTI N s,2 P.--YtanJD SIDE View TYPICAL ATO i°LANSSSEMBIY - BUILDING LINE/ I STEEL LINE MATCH ELEVATION AT TOP OF PEDESTAL. C.J. a z r - O � ' w UtF 3" CLR. 2 *4- •tuF 0 e-t"rom REINFORCING - SEE FOOTING • WIDTH TYPICAL ENDWALL FOOTING a TYPIC,4L PI=i�IMi�T�R SCALE: 1" = 11-011 SCALE: I" = P -o" FRAME CI COLD JOII #d HAIRPI' u.o,N. - S O BUILDING STEEL LIR_ 6 (D TYPICAL HAIRPIN CHOIR BOLTS - p u E PLAN m@ 3: EM U U �ry 'p l\� ��� �Ov L �r✓r NG -. ;tv��v + tv 1 a 1) ;° FOUNDATION HOTiES:%�nl �� �* 5 r + �(� � '� � c���a+ �� �pfh \ o �1 �, This foundation Is designed for a 60 X 100 X 18 LRF metal building manufactured by Butler �kl Manufacturing Co,, Kansas Llty, Missouri. The footing and anchorage designs are based upon loading data provided to the Architect by the building manufacturer, --- - - — — -1 1- - --- - -• _ -, t A soils test and report has not been p,ovided, and the maximum soil E rl<zg capacity is assumed r ,L i _-t` 2� 3/4 t8 roIXVs to be 1,000 psf. ( �,2 (� ( 611" O-q-,iA 4AM6 The metal building calculations appear 'to meet the structural L.'ierin specified in the 1998 5.2 California Building Code, however, the architect clues not assume any resporslbility or liability for � �� ✓ � � the design of the metal building structure, nor of any of the Individual .:omponents of the Q n ! rt' S •J structure, C \A' + � # ¢ x 20' h��MT /� t � PI � n.AAs �--•-"'•f • 4 cv �,� � 7'N!C!<6-I, l P4V/4 SL 0, ro G" :EtAIAPrA/s (TYR) c n n ��C I I i,3 . ,h't r Q 0 0 < 5 W�' V /,2 -0 I `t' fin' -� I•� ���~1 , h 4' x 20 IbCqr NA14PId 60-f r--� �� 5 `0 d• �"\Q: t 3;Ir hp .1`�i\ �'3P' b�\ ; 7?i►GItL=71% sG+4r ro �° NAtrzPrNs +o�� „v �o �' �\ � \S"2 (2) 2 Ll r Eq" D 1 i2 01 fin 0 7t4 rib �h _ p-- -. e cc W IM ttt� Id as z 0 10 n 5"/L P�doOM i tl `rz r �,FWIbN 12! 011!0k 12 rt4�, DATE.,&PPll, (g1eLOa2 2t o'x,2to xt1" r-fpq-w- 13r lar` Iq-r �� 13' oil .o a ..� s •�_.��s_ . SHEET NO. 4-D r FOUNDATION PLAN 0 SCALE! 1/811 = i' - 0" 13 IQ 3/611 cPX rw o(- 3/>3 05a:) NAIL W/,5d 6" 04- GUCa&:+ I'1"IJ.G,(M- ID �_ ` ry wko D •— - 1�1 p� eco 'rop C(,ATP, SPVIGF:S (4) Ind fl0� D L= lo.ol . v LIN /..,. z °i u %P PpLA - 5 =lea- 6�►y OFI E T- --I n ra k /Z DP lsx 2 ►�F u I INE ,-- t_INf~ 2,5 Top A Ce $) � 2,5 __ mcrgL . P-pING- ovanl �I2�GDX O2 L,, 5.Q . Q Aop SkF ru N,d/L Srlli• W/.Bc/ G ROOF FRAMING PLAN SCALE: 1/8" = 11-011 REVISIONS: "Ic D, F, a2 Loo 14I N G - (OMIT V-oGVe-IIJG I'OlL. 6AV 6 V is (0 bt O" 0,C, MAY-) -----�- 7/b11 GEM&7%r7 PLAs7a7L Petr CALIF, &WIL.DING cop6 CHAPr&7z.26 _.----3/,5 oe,,0k /°WD, 014, 4xr& L►O/L SAJTO-, '`$-"E 5y1 &-A f4 pLAN X02 N414 -INC ox(- PTOP w An/cNo4 606Kr -) 1,X2-X9f/0WAsfj NT �36C- FOUNDAPOht P"'V K��L /6067' APAGIMG- cc Ul tmir e�r pis A 4c MIN. 411 LI o' � 1 ®�,e �DATE: Af'[AJ J I'l ._--� eo MIG, t-myE ytxwle VAPDA, r'i PLI 41 U4;} SHEET NO. Q VR®���� ■'®� ����� SCALE; 1/2"low O. z a u, 0 tn tn _ C rn m >m iod Ig .90 v cq m U 0 "Ic D, F, a2 Loo 14I N G - (OMIT V-oGVe-IIJG I'OlL. 6AV 6 V is (0 bt O" 0,C, MAY-) -----�- 7/b11 GEM&7%r7 PLAs7a7L Petr CALIF, &WIL.DING cop6 CHAPr&7z.26 _.----3/,5 oe,,0k /°WD, 014, 4xr& L►O/L SAJTO-, '`$-"E 5y1 &-A f4 pLAN X02 N414 -INC ox(- PTOP w An/cNo4 606Kr -) 1,X2-X9f/0WAsfj NT �36C- FOUNDAPOht P"'V K��L /6067' APAGIMG- cc Ul tmir e�r pis A 4c MIN. 411 LI o' � 1 ®�,e �DATE: Af'[AJ J I'l ._--� eo MIG, t-myE ytxwle VAPDA, r'i PLI 41 U4;} SHEET NO. Q VR®���� ■'®� ����� SCALE; 1/2"low I i I i I r -W". ao A4 qwow y b M"1 yb � • , `�� .,,c A X ot 0 a 0 a ad z 0 a ��ci Or��itv�n� �y f tih��.iwd(( ht♦ :7V r I�C„t' 4�• A �l is Q ( DATE! Q �: p� q � 2- SHEET NO. zv� Q i■.bL7i N � � 7 C Y.0 CL Im U ai .,,c A X ot 0 a 0 a ad z 0 a ��ci Or��itv�n� �y f tih��.iwd(( ht♦ :7V r I�C„t' 4�• A �l is Q ( DATE! Q �: p� q � 2- SHEET NO. zv� C Controls; E -rich space•condilloning system serving building types suet as offices and rnanuradudhg Wi ,iles (and all others not —..<otdlly exempt Isom the requirements of iec,llcxh I IRd)) shall be Installed wills an ,i j, ^ netc I no 3v,,' ch with an accessible it. u.pel ov<nide that allows operation of the sr lir n dit'rva olf hours for up to four ,.,r Thr. lime witch shall be capable of mrr'rig cNerent schedules for iuys and v eekends; and ties program .) cnisabd9ies ilial prevent Ilse loss of tvk e s p: ,gmm and time selling for at ;n ticur-: If power is Interrupted. •• e•tondilloninfisy'1em shall be otic .ill+nnoccrpan sensorto vor,Is A Use operating pedt,, I the system, Enehspace-oondilioning system shall be Installed with a four-hour Timer that can be manually operated to conlrol the operating period of the system, Each space•c nditloning system shall be Installed wills controls that temporarily restart and temporarily operate the system as required to maintain a solbadr heeling thermostat setpoint. Each space•condilloning system shall be Installed wilh controls that temporarily restart and temporarily operate the system as required to maintain u setback cooling Ihermoslaf `sel point. Each space-condilioning system serving • multiple zones vAlh a combined conditioned floor area more than 25.000 square feel shall be provided with isolation zones. Each zone -shall: ► not exceed 25,000 square reel: shall be provided with Isolation devices, suds as valves or dampers, that allow the supply of heating or cooling to be ► setback or shut of Independently or other isolation areas; and sholl be controlled by a lime control device as described above. • Each space-condilioning zone slat be conlrnlled by on individual thermostatic conlrul that responds to temperature within the zone, Where used to control healing, the control shall uo adjustable down to 55'F or tower. For cooling, the conlrr I shat be adjustable up to 85'F or hlgh„„ Whale used to control both heating and coding, ilia control shalt be capable of providing a dead band of al least 5'F within which the supply of heating and cooling is shut art or reduced to a minimum. Thermostats shall have numericselpolnts In 'F. • Thermostats shall have adjustable selpoint slops accessible only to authorized personnel. • Heal Pumps shall be installed wdn c nlrols to prevent electric resistance supplementary healer operation when the Healing land can be met by the heal pump atone, Electric resistance supple, ,-ntary heeler operation Is permitted during imnsienl periods, such as start-ups and hollowing room thermostat setpolnl advance, when controls are provided which use preferential rale control, Intelligent recovery, staging, ramping, or similar control mecimltisms designed to preclude the unnecessary operation of supplemenlary healing during the recovery period, supplementary heoter operation Is also permitted during defrost, Ventilation Controls sholl be provided to allow outside air dampers or devices to be operated at the ventilation roles as specified in these plans, J/a �rioxis agn NA A14 -r ___ IL N+7�Pf .,—.I I�xr�Ac6 N T6 PQ fJM N. IL ^ r HANG. FVAsJACE (A1L-�[ bakarlG Ac"MroLy VNIT Frac+rvt J MIN. b Ta JSfa t / �''M' (Ave, COMINN@'D IVT s 24o Lest /1NACd 15 o M I�'t R• 1 c �� ��4 11/s'ic �Ih"x E'prH 6rk 1 I'i�r®Wf Cs Dts-0 /lc»F ^y +fir 7X40 7 to CNo p.0 SErISMIG 619ACOS 19 4 eo'WeAt , Yo .dormm cNoitns �-_'_T i� FuRt Acce �0& lam J)—'ATTI,l ��r / suiro,efir f'u,ANAce (SVXV1 �C-oAccesr 411y.*ba t AT rr a ,CC -Lye. ACE CAS,° "WALK 5 prPG- REd o, n f la14;f l:.�� t W..�A MECHANICAL e� R3• L P1.�1 N :��� �� tiv(aa, � ry � SCALE 1/8" = V-011 ." t " AND op(_ 710.V Z ME10.mi"1e1ANICAL EQUIPMENT SCHEDULE SYMBOL MANUFACTURER MODEL,NUMBER HEAT BTU HEAT EFFICIENCY COOL BTU COOL EFFICIENCY CFM REMARKS Or -u 1�1�YANT>�JI f�Avo3(�oroS (03,1�0a go, !J FfdE a _ �"'r 12.00 IISv- ► 1&0 ci+r"A VOTstp'B AIti IN-r►�ttF CLI PRY)w 563C d3(� �.` '•-'' 35iO4p 12,E 5I (L 23av - 10..'l OE Nl, I�OUNTiM l5XId-A057' SAN 115 V— 10 G_(L(A"_ MoUN7cV, 69HAosr I -AN T WNrTra-4G,C1L5 ---`� P(�p CvVILAMTS a�✓FT/ IN (ZMosrar 1` MECHANICAL NOTES 1. All ducts shall be fabricated and Installer' In compliance with Chapter 6 of the 1998 ilifornla Mechanical Code. 2, W r.. is shall be factory flex type with minimum R = 4.2 fiberglass Insulation. 3, Support all ducts with metal straps at Intervals not to exceed manufacturer's instructions, 4. Balancing of HVAC systems shall comply with California Energy Code Section 121(f), with ventilation documented per Title 8, Section 5142(b) of the C:allfornia Safety Code, 5. Mechanical contractor shall submit to Building Department an outside Air Certification before final inspection. 6. Install 3/a” diameter PVC condensate drain from furnace unit to outside. 7. Exhaust fans shall be equipped with back -draft dampers and shall exhaust to outside the building. B. Mechanical Contractor shall coordinate location of all ceiling registers and grllles with ceiling mounted lighting fixtures. n f la14;f l:.�� t W..�A MECHANICAL e� R3• L P1.�1 N :��� �� tiv(aa, � ry � SCALE 1/8" = V-011 ." t " AND op(_ 710.V Z N O as an �. w ,o m V O C in ad Z /® 10 DATE: APrLI L I'll 100,2 SHEET NO. FVs was , 0 D a KEY PLAN SPECIFIC ERECTION DRAWING LIST DESIGN CRITERIA SUMMARY Weight UFL) THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER The 1997 edition of the 'Uniform Building Code by the Into atial Conference of Comw"*;on on Oulskle Comprefeion on Imide SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU IN PUTTING UP YOUR CSO). Building Officials (ICBO). .4 GA. Stool F.UILDING, THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE Building ,Jae Category 4 GENERAL USE) AS THIS SHEET AND CAN BE IDENTIFIED INDIVIDUALLY FROM THE Collateral Load 3.00 psf TITLES AND DRAWING SEQUENCE NUMBERS Roof Panel Dead Load 1.20 psf THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING. live Load Roof Live Load 20.00 sf P tributary Load Reduction (Y/N) Y Snow Load Ground Snow Load (Pg) 0 DRAWING 11PF-E±11 FILE NO. Snow Importance Factor (I Snow Exposure Factor (Ce) 1.00 0.70 ROOF E o2/ts/aT — Exposure of Roof Partial Exposed Rf SECONDARY STRUCTURAL DRAwtNG NUWBER: Rfl1510N Terrain Category n Thermal Condition Normal FRAMING PIAN D 83-123456-05L 1. 02 Roin on snow Load Roof Snow Load (P1) 0 �DRAWING Wind Load Speed Factor Enclosure Clanaification mphhl 80 1. Enclosed 'TITLE Exposure Factor B SEQUENCE Wind Seismic Load 3 THE YEAR DURING WHICH YOUR ORDER WAS ENTERED NUMBER Seismic Zone Near Source Factor (Na) Nacr Source Factor NV N/A N/A THE BUTLER ORDER NUMBER OF YOUR ORDER REVISION LEVEL OF THE DRAWING. IF THE DRAWING HAS NEVER BEEN Solamic Performance Category D Soil Proruc Type Basic Struc. Seismic Res. Response Deflection REVISED, 00 APPEARS HERE System System Mod. Factor Amp. Factor Bracing Bldg Frm. Concentrically 5.60 2,200 002-082051-00 COVER DRAWING - SHEET 1 System braced frames D02-082051-01 SPECIFIC ANCHOR BOLT DRAWING - SHEET 1 D02 -082051-01A SPECIFIC REACTION DRAWING - SHEET 2 Main Frames Moment-Re9. Ordinary moment Frm. System frames of steel 4.50 2.800 D02 -082051-01B ANCHOR BOLT DETAIL SHEET - SHEET 3 Analysis Procedure Equivalent Lateral Force Procedure 002-082051-02 CROSS SECTION ERECTION DRAWING - SHEET 1 DOZ-082051-02A CROSS SECTION ERECTION DRAWING - SHEET 2 D02 -082051-02B CROSS SECTION ERECTION DRAWING - SHEET 3 ;DETAIL SHEET -SHEET 4 DRAWING D02 -082051-03C WIND BRACINGNDRAWINGON 000 0' 002-082051-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 1 D02 -082051-04A ROOF SECONDARY STRUCTURAL DETAIL SHEET - SHEET 2 D02-082051-05 WALL SECONDARY STRUCTURAL ELEVATION - SHEET 1 D02 -082051-05A WALL SECONDARY 'STRUCTURAL ELEVATION - SHEEr 2 FIELD WORK SUMMARY D02 -082051-05B DOOR DETAIL DRAWING - SHEET 3 D02 -082051-05C WALL SECONDARY STRUCTURAL. ELEVATION DETAIL SHEET - SHEET 4 D02-082051-06 WALL PANEL DRAWING - SKET 1 WALL SECONDARY 002-OB2051-O6A WALL PANEL DRAWING - SHEET 2 002-OB2051-07 ROOF PANEL DRAWING - SHEET 1 Fw0006 FIELD LOCATC HOLES IN EAVE STRUT FOR DOOR POST CONNECTION. D02 -082051-07A EDGE OF ROOF DETAIL SHEET - SHEET 2 D02-082051-08 FR ME PARTS - SHEET 1 _n a�_na♦ caeue Dente - CNFrr 9 SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ARE SEVERAL DRAWING MANIFEST FOR ERECTION WA COMPLETED LIST OF THESE, DRAWINGS. MR -24 A Roof Panel Design Data Calculated sectional properties for MR -24 roof panel materials using 1986 edition of Nil design manual and representative center section. 24' 17" (Fluting) �- Outside Face 2" 1 3/4' ,$ lioy�n Throuah Panel -�-j 2 3/8" <n�rtton Prooe in ler tine FeoF of Widlhof�dlh Panel I 1lolertol Design Lek (1n) Weight UFL) E Nei) I Fy (kso Comw"*;on on Oulskle Comprefeion on Imide Sx (In3) I (M4) Ss (In3) 1 1 0") .4 GA. Stool 0.023 1.40 29500 60 0.0039 0.1259 0.0001 0.1142 1 rrn Shadowall'u Wall System Panel PANEL DESIGN DATA Calculated sectional properties for Shadowall' wall panel materials use the 1966 edition of NSI design manual. It is important to note that the design data reflects the allowable values of the panel alone. Rut`side Face 1 7/16'-1 I 12' 12' -- 12' 36' ,$e.0 Throuely Panel section Prooitrties for One Foot of Width Pan"I Watmlol Design Thick (tn.) E (Ioi) Ty (kat) Weight com resrton on outside comoraslon on Inside (1/sqn) Ss (In3) I (kr4) In3) 1 (0) 26 " Steal 0.0170 25900 50 ±01.01340 1.140 0.0701 0.4397 0,03409 7EBUTLERMANUF BUILDER: PRODUCTOF THERCTURINGNORTH VALLEY READY BUIL COMPANY ORDER ENGINEERING CHICO. CA ENERAL OFFICES -KANSAS CITY. MISSOURI SYSTEM COVER DRAWING NOTES STANDARD NOTES: CD0001 ATTACH PATENT PLATE 007849 TO THE WEB OF AN INTERMEDIATE FRAME COLUMN AT EYE LEVEL. C00002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. GOOD 11 HIGH STREIIGTH BOLTING: ALL GH STRENGTH BOLTS ARE HIA-325-T WiTH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE '[URN -OF -THE -NUT" METHOD SPECIFIED IN THE NINTH EDITION OF THE AISC 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' PER SECTION 8 D (1). A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE 'TURN -OF -THE -NUT' METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A -325T BOLT DRAWING 8-1080268 (GROUP 78-052-01). CD0013 IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO THE MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. CDO017 MATERIALS ASTM DESIGNATION-_-- STWCT PLATE i' do LESS A529 AND A572 FY 55 KSI�,GMEE G55 - STRUC7 PLATE OVER 1' A529 AND A572 FY 50 K5;50LIGHT GAGE/.COLD FORMED FOUN TO A1011 FY = 60 KSI RADE 60 ROOF AND WALL PANELSA653 AND a92 GRADE 50, 6 80 ROUND TUBE A500 GRADE B FY = 421<6 SQUARE TUBE A500 GRADE B FY 46 KSI CDO026 1/2' DIA BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY. THE DRAWINGS CALL OUT THESE BOLTS AND NUTS BY THEIR COMPONENT NO'S. ASSEMBLY CONTAINS --------------------------------------------------- 0097461 _________________________0097461 1/2X1-1/4 BOLT (0095085) AND NUT (0095032 0097462 1/2X1-1/4 THN HD BOLT (0096636) AND 0117 !,0095032) 0097463 1/2X1-1/2 BOLT (0095 959) AND )NUT ((000097464 950322) 0097465 1%2X2 A�25T BOLT (009280) 3AtID 0095230) 3 ) S�C1 I A c--. �f�l S i= C� l a N 4-A 1 3UILDiNG NPARTM -MI �P0VP-- PROJECT. BUILDING ORDER DESCRIPTION: DRAWING TiTLE 60X 10OX 18 LRF 1:12 DON BROWN 20# LL + 3#CLL COVER DRAWING CHICO. CA 80 MPH EXP B UBC 97 SEISMIC ZONE 3 le Q DRAWING NUMBER.- REV. D 02-082051-00 00 s� 1T e 251-0" 1001-0" EW 251-0' 251-0• 51-6" 141-0' 51-6" A{11 01-0. Atii TYPICAL A391 I A537 1 u7e I u7e 1 I I u{ H I f I 1 1 C f I I I 1 I I I IA379 I A520 I A919 Y 4.1797 i _ loo r -0s M. .T.S.PILML r 1 51-6• 141-0• 1 51-6• F" �F"� � A{31 UNIT 1 ANCHOR BOLT PLAN A536 1E ~ � 1 REVISION NO. 1, REVISION W. 2 _ - BUILDIRI PR0.TECTI DMI <9E PRODUCT OF TES ' ow I R' BUTLER M; N U F A C T U R I N G �" "" "' o NORTH VALLEY READY BUIL DON BROWN C O M P A N Y ORDER ENGINEERING CHICO, CA CHICO, CA GENERAL OFFICES-KNISAS CITY. MISSOURI SYSTEM 0 9 WEENOW ..9.C, STANCARD NOTES% AB0007 GIVE TOP OF FOUNDATION A TROWEL I i T^.'':. THE FOUNDATION WST BE SQUARE, i.EVEL, AND SMOOTH. AB0009 ANCHOR BOLTS MOST BE LOCATED BY MEANS OF A TEMPLATE. DST NO? HAND .SET ANCHOR BOLTS. A80010 ANCHOR BOLTS, NUTS AND WASHERS MUST BE LSTH TYPE A307. AB0013 USE REINFORCING STEM4 AS REQUIRED, PROVIDE MR HORIZONTAL LOAD ON ANCHOR BOLTS. AB0011 C A U T I O N •.•.•••6..••• RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES THS HORIZO7TAL FORCE IS GREATER THAN THE VERTICAL. A FOUNDATION DESIGNED FOR A CONVENTIONAL STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO MA103 ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN FOUNDATION FAILURE. AD0015 FOUNDATION DESIGN AND ANCHOR DOLTS, NUTS AND WASHERS ARE NOT FUEiNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. AB0016 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF FOUNDATION DETAILS. ABOO17 THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION. "' rY' C 34763 m �' EXP.9/30/03 IViteop �y1Q Lr BUILDING ODDER DESCKIPTIONt DRAWING TITLEt DRWI SdHAAlKR ENG{ 60X10OXIO LRF 1:12 SPECIFIC CHXI DATE{ 03/28/02 20# LL + 3$CLL ANCHOR HOLT DRAWING MUM3JM: Ili 251-0- 141-0. 00 MPH sty ZONE 3 B UBC 97 DRAWING®02-08201-'01 0� I I I i 1 11 ab I r ids OIL ";i.. 4.... ..n �.F _ ...or. Yrt.. a .r.Y .A`.. ♦' . ,. . e.. . +»r.-•.iirvs'74 ". Ye w ,t :.. .a 0 9 WEENOW ..9.C, STANCARD NOTES% AB0007 GIVE TOP OF FOUNDATION A TROWEL I i T^.'':. THE FOUNDATION WST BE SQUARE, i.EVEL, AND SMOOTH. AB0009 ANCHOR BOLTS MOST BE LOCATED BY MEANS OF A TEMPLATE. DST NO? HAND .SET ANCHOR BOLTS. A80010 ANCHOR BOLTS, NUTS AND WASHERS MUST BE LSTH TYPE A307. AB0013 USE REINFORCING STEM4 AS REQUIRED, PROVIDE MR HORIZONTAL LOAD ON ANCHOR BOLTS. AB0011 C A U T I O N •.•.•••6..••• RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES THS HORIZO7TAL FORCE IS GREATER THAN THE VERTICAL. A FOUNDATION DESIGNED FOR A CONVENTIONAL STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO MA103 ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN FOUNDATION FAILURE. AD0015 FOUNDATION DESIGN AND ANCHOR DOLTS, NUTS AND WASHERS ARE NOT FUEiNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. AB0016 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF FOUNDATION DETAILS. ABOO17 THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION. "' rY' C 34763 m �' EXP.9/30/03 IViteop �y1Q Lr BUILDING ODDER DESCKIPTIONt DRAWING TITLEt DRWI SdHAAlKR ENG{ 60X10OXIO LRF 1:12 SPECIFIC CHXI DATE{ 03/28/02 20# LL + 3$CLL ANCHOR HOLT DRAWING MUM3JM: Ili 251-0- 141-0. 00 MPH sty ZONE 3 B UBC 97 DRAWING®02-08201-'01 0� I I I i 1 11 ab I r ids OIL lJ V V �J UNIT 1 - ENDWALL FRAME AT SIDEWA'SL GRID 1 V dD dD dD UNIT 1 - ENDWALL FRAM AT SIDEWALL GRID 5 V (lb UNIT 1 - FRAME AT SIDEWALL GRIDS 2, 3 & 4 BRACED BAY REACTION - UNiT 1 H— v } v v SIDE ALL BET ZEN H v p V GRID GRIDS (WL) (WL) (E4) (EC) A 4— 5 5 3 _5 4 D 4- 5 5 3 5 4 REVISIOBI No. 1 ® REVIBIoN.No. 1 C - 2 EXP.9/3476330/9S m SIV CA1���0 REACTION NOTE 1. Tm VERTxCAL (V) AND HORIZONTAL (H AND Z) REACBIOH ARE STATED IN RIP,i. (1 ]CLP . 1000 POUNDS) POSITIVE DIRECTION IS AS SHOW IN ViE YOT.J,ONING DIAGRAM. 1. t23 'qT REACTIONS ARE STATED IN 1NCH-RSPB AND ARE POBxTIVE IN A COIR+zAcLOcXK:dE DIRECTION. 3. THE rORCE ON THE ANCHOR BOLTS OR rOUNMXON WILL DE IN THE OPP08ITE DIRECTION TO THAT SROM. A. HAMtrK REACTION BU}MARY 18 THE XhXT M POSTTIVE AHD NEGATIVE REACPx0N8 umEo ON THS RSI)UIRED TAAD CO101I anoN8. S. 8910ac REACTIONS SHOWN ARE COMMENT WITH TILE RASE 81IEAR (V) rl= THE SP==XED BUILDING LODE WITHOUT ADJUSTMENT YACTOT,S. 6. THE WIND LOAD b,AACING REAM40N9 DO NOT INCLUDE E11P, E)f8 ANL :TP REACTIONS rRON TIDO [F7xrAH>miATE rRMM. T1Q8R REAC'xCNB SHOULD DA AD= TO MM TRE T02NL RIEACTIONS rOR THE FOUNDATION DZSIGN. v x r e. PAOOI)CT OF THE 60X100X18 LR2' 1:12 BUILDERI PRAATD(Tt BUILDING ORDER DESCAIPTIOVI p ..II71G TITLEDER t DRWt 8JUARENOL _., CRXI DATEt 03/18/02 BUTLER MANUFACTURING � e NORTH VALLEY RE= BUIL DON BROWN 20# LL + 3#cLL SPECIFII , DRAWING NT mtl P". COMPANY ORDER ENGINEERING CHICO, CA CHICO, CA ' 80 102 EXP B UBC 97 REACTION DRI4WING MHERM. OFFICES -KANSAS CITY. HISSUAI SYSTEM SEISMIC ZONE 3 ®02`082051"01A 00 so Out low t Yf.a:.. • ;iJ ►YI)tiaq._'a+ r...�-a.•.�_.. .� ;..•..v, :'.J ♦a�5... ..iJ -a M. •... r _...� - . ♦ � • a • • 9f i a.'i w • ♦. .. .. . - . . � e oA 4 on -r low 1 12 OR/u ca I �� r zo1 a I r FLOOR LINE w!Ewul 5 SPACES AT 5 SPACES AT 5-0 7 32 I 2oa zox zoz 2oa zoz zoz (� zoz \zoz/ inn�l EW POST RIDGE UNIT 1 FRONT EW ELEVATION AT GRID 1 I'.TANOARO NOTES: 3001 ALL HIGH STRENGTH BOLTS ARE A -325-T WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE 'TURN -OF -THE -NUT' METHOD SPECIFIED IN THE NINTH EDITION OF THE RISC 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' PEn SECTION 8 D (1). A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE -TURN-OF-THE-NUT' METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A -325T BOLT DRAWING 1080268 (GROUP 78-052-01). IF0009 1/2' 01A. BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY. THE DRAWINGS CALL OUT THESE BOLTS AND NUTS BY THEIR COMPONENT NO'S. ASSEMBLY CONTAINS 0097461 1/2X1-1/4 BOLT (0095085 AND NUT (0095032 0097462 1/2X1-1/4 THN Hb BOLT 0096536) AND NUT 0095!!32) 0097463 1/2X1-31/�2 BOLT B(0095((195 AND �NUT ((08095032 0097465 172X2—A325T BOLT�(0097288880) AND 009523) 3222) IA ECIAL NOTE:LL HIGH STRENGTH BOLTED CONNECTIONS ON RIGID FRAMES WILL BE SUPPLIED WITH HARDENED WASHERS. I v N O N m N U N d0 O le 0 u 2�pF ESS/ �q �O JAY G 34763 EXP.9I30/,o3 AR `fTq IFOF Cxip� p REVISION NO. 1 REVISION NO. 2 � BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING, IMF—, DRW: SJHARDER ENG: F QAM DAM _ � �� PRODUCT Of THE 50X100X18 LRF ] � ] 2 CHK: DATE: 03/28/02 'M"'"' °" °RAMT1 "'' BUTLER MANUFACTURING � '� NOR'I NI VALLEY REND`; BUIL DON BROWN 20� LL + 3#CLL CROSS SECTION DRAWING NUMBER: REV. C 0 M P A N Y ORCEP. ENGINEERING CHICQ CA CHICO, CA 80 MPH EXP B UBC 97 ERECTION DRAWING "'� or q1°"m n GENERAL OFFICES-. ANSAS CITY. MISSOURI SYSTEM ' SEISMIC ZONE 3 D02-082051-02 00 1■■1 1 4� BOLTED PART SCHEDULE Q [ ] PART NAME PART NUMBER PART LENGTH FFIIORK 103 EW CORNER POST V39636 16'-A5 e' 104 EW ROOF BEAM V39638 30'-1 1/8 105 EW INTERM POST V39640 1 17'-9 31/32" I'.TANOARO NOTES: 3001 ALL HIGH STRENGTH BOLTS ARE A -325-T WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE 'TURN -OF -THE -NUT' METHOD SPECIFIED IN THE NINTH EDITION OF THE RISC 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' PEn SECTION 8 D (1). A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE -TURN-OF-THE-NUT' METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A -325T BOLT DRAWING 1080268 (GROUP 78-052-01). IF0009 1/2' 01A. BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY. THE DRAWINGS CALL OUT THESE BOLTS AND NUTS BY THEIR COMPONENT NO'S. ASSEMBLY CONTAINS 0097461 1/2X1-1/4 BOLT (0095085 AND NUT (0095032 0097462 1/2X1-1/4 THN Hb BOLT 0096536) AND NUT 0095!!32) 0097463 1/2X1-31/�2 BOLT B(0095((195 AND �NUT ((08095032 0097465 172X2—A325T BOLT�(0097288880) AND 009523) 3222) IA ECIAL NOTE:LL HIGH STRENGTH BOLTED CONNECTIONS ON RIGID FRAMES WILL BE SUPPLIED WITH HARDENED WASHERS. I v N O N m N U N d0 O le 0 u 2�pF ESS/ �q �O JAY G 34763 EXP.9I30/,o3 AR `fTq IFOF Cxip� p REVISION NO. 1 REVISION NO. 2 � BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING, IMF—, DRW: SJHARDER ENG: F QAM DAM _ � �� PRODUCT Of THE 50X100X18 LRF ] � ] 2 CHK: DATE: 03/28/02 'M"'"' °" °RAMT1 "'' BUTLER MANUFACTURING � '� NOR'I NI VALLEY REND`; BUIL DON BROWN 20� LL + 3#CLL CROSS SECTION DRAWING NUMBER: REV. C 0 M P A N Y ORCEP. ENGINEERING CHICQ CA CHICO, CA 80 MPH EXP B UBC 97 ERECTION DRAWING "'� or q1°"m n GENERAL OFFICES-. ANSAS CITY. MISSOURI SYSTEM ' SEISMIC ZONE 3 D02-082051-02 00 1■■1 1 4� BOLTED CONNECTION SCHEDULE Q QUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL A 1 08 097281 1 5/8X1-1/2 HS BOLT A3 095233 B 1 04 097282 1 5/8X2-1/4 BOLT A325T 095233 I'.TANOARO NOTES: 3001 ALL HIGH STRENGTH BOLTS ARE A -325-T WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE 'TURN -OF -THE -NUT' METHOD SPECIFIED IN THE NINTH EDITION OF THE RISC 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' PEn SECTION 8 D (1). A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE -TURN-OF-THE-NUT' METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A -325T BOLT DRAWING 1080268 (GROUP 78-052-01). IF0009 1/2' 01A. BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY. THE DRAWINGS CALL OUT THESE BOLTS AND NUTS BY THEIR COMPONENT NO'S. ASSEMBLY CONTAINS 0097461 1/2X1-1/4 BOLT (0095085 AND NUT (0095032 0097462 1/2X1-1/4 THN Hb BOLT 0096536) AND NUT 0095!!32) 0097463 1/2X1-31/�2 BOLT B(0095((195 AND �NUT ((08095032 0097465 172X2—A325T BOLT�(0097288880) AND 009523) 3222) IA ECIAL NOTE:LL HIGH STRENGTH BOLTED CONNECTIONS ON RIGID FRAMES WILL BE SUPPLIED WITH HARDENED WASHERS. I v N O N m N U N d0 O le 0 u 2�pF ESS/ �q �O JAY G 34763 EXP.9I30/,o3 AR `fTq IFOF Cxip� p REVISION NO. 1 REVISION NO. 2 � BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING, IMF—, DRW: SJHARDER ENG: F QAM DAM _ � �� PRODUCT Of THE 50X100X18 LRF ] � ] 2 CHK: DATE: 03/28/02 'M"'"' °" °RAMT1 "'' BUTLER MANUFACTURING � '� NOR'I NI VALLEY REND`; BUIL DON BROWN 20� LL + 3#CLL CROSS SECTION DRAWING NUMBER: REV. C 0 M P A N Y ORCEP. ENGINEERING CHICQ CA CHICO, CA 80 MPH EXP B UBC 97 ERECTION DRAWING "'� or q1°"m n GENERAL OFFICES-. ANSAS CITY. MISSOURI SYSTEM ' SEISMIC ZONE 3 D02-082051-02 00 1■■1 1 4� FLANGE BRACE SCHEDULE PART NO. O FRONT/LEFT PART N0. DIM. 'Y' DETAIL FIELD REAR/RIGHT WORK a 201 545100 10 1/2' C347 202 545100 10 1/2" C347 I'.TANOARO NOTES: 3001 ALL HIGH STRENGTH BOLTS ARE A -325-T WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE 'TURN -OF -THE -NUT' METHOD SPECIFIED IN THE NINTH EDITION OF THE RISC 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' PEn SECTION 8 D (1). A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE -TURN-OF-THE-NUT' METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A -325T BOLT DRAWING 1080268 (GROUP 78-052-01). IF0009 1/2' 01A. BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY. THE DRAWINGS CALL OUT THESE BOLTS AND NUTS BY THEIR COMPONENT NO'S. ASSEMBLY CONTAINS 0097461 1/2X1-1/4 BOLT (0095085 AND NUT (0095032 0097462 1/2X1-1/4 THN Hb BOLT 0096536) AND NUT 0095!!32) 0097463 1/2X1-31/�2 BOLT B(0095((195 AND �NUT ((08095032 0097465 172X2—A325T BOLT�(0097288880) AND 009523) 3222) IA ECIAL NOTE:LL HIGH STRENGTH BOLTED CONNECTIONS ON RIGID FRAMES WILL BE SUPPLIED WITH HARDENED WASHERS. I v N O N m N U N d0 O le 0 u 2�pF ESS/ �q �O JAY G 34763 EXP.9I30/,o3 AR `fTq IFOF Cxip� p REVISION NO. 1 REVISION NO. 2 � BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING, IMF—, DRW: SJHARDER ENG: F QAM DAM _ � �� PRODUCT Of THE 50X100X18 LRF ] � ] 2 CHK: DATE: 03/28/02 'M"'"' °" °RAMT1 "'' BUTLER MANUFACTURING � '� NOR'I NI VALLEY REND`; BUIL DON BROWN 20� LL + 3#CLL CROSS SECTION DRAWING NUMBER: REV. C 0 M P A N Y ORCEP. ENGINEERING CHICQ CA CHICO, CA 80 MPH EXP B UBC 97 ERECTION DRAWING "'� or q1°"m n GENERAL OFFICES-. ANSAS CITY. MISSOURI SYSTEM ' SEISMIC ZONE 3 D02-082051-02 00 1■■1 1 4� , 1-4' 1'-0 1 4» S,SPACES AT O 7 32' 4» zo+ za 20+ 2a zo1 UNIT 1 FRAME ELEVATION AT GRIDS 2,3, AND 4 PART SCHEDULE [ ] PART NA1AELD PART NUMBER PART LENGTH WORK RK 101 EXTERIOR COLUMN V39632 15'-10 1 8" 102 ROOF BEAM V39634 30'-1 1 8" SPECIAL NOTE: ALL HIGH STRENGTH BOLTED CONNECTIONS ON RIGID FRAMES WILL BE SUPPLIED WITH HARDENED WASHERS. a 3 V G N BOLTED CONNECTION SCHEDULE O QUANTITY BOLT N0. I DESCRIPTION I NUT NO. DETAIL C 08 097284 3/02-1/2 BOLT A325T 095235 D 08 097282 1 5/BX2-•1/4 BOLT A325T 095233 SPECIAL NOTE: ALL HIGH STRENGTH BOLTED CONNECTIONS ON RIGID FRAMES WILL BE SUPPLIED WITH HARDENED WASHERS. a 3 V G N FLANGE BRACE SCHEDULE O FROONT%LEFT ELD REAR/RIGHT DIM, 'Y" DETAIL W R 203 545100 10 1/2" C347 204 545102 1'-10 1/2' C346 SPECIAL NOTE: ALL HIGH STRENGTH BOLTED CONNECTIONS ON RIGID FRAMES WILL BE SUPPLIED WITH HARDENED WASHERS. a 3 V G N N O N to c 0 coN C 0 9 O JA It �2 C 34763 a EXP. 9/30/ 03 N OF C EffREMVISION NO. 1 REVISKIN NO. 2 BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: SJHARDER ENC: BUILDER: PRODUCT OF THE ..or PROJECT: 60X100X18 LRF :]Z CHK: DATE 03/28/02 sREV. DKIAW ur. BUTLER MRNUFNCTIJRING `�o NORTH VALLEY READY BUIL DON BROWN 20# LL + 3#CLL CROSS SECTION DRAWING NUMBER: d�cclm m COMPANY ORDER ENGINEERING CHICO, CA SYSTEM CHICO, CA 80 MPH EXP B UBC P7 ERECTION DRAWING GENERAL. OFFICES -KANSAS CITY, MISSOURI SEISMIC ZONE 3 D02 -082051-02A 00 '♦ . , ^.E ♦ ..sa..��.»:w. - _r�_6 s a., -..,. ,� .''i•.'.1 w�"4='^'YY'�'T moi.., IRz.-�-r rw ,n:>.::r.. �... ._.. .- n r.:+.a.�;.nro.;a'za4ar,--%F1'C:�_Sf.+. v's,........�..... » _.- ..... ... .a.�ea.....a_. ..-.... .. - Y � i I , A N 17 113 e I I 3'-11 15 lb PURUN I zo2 zo2 LOCATIONS 2oz 2oz 202 202 202 FiAF1GE 202 zo2 12 BRACES }-, r 10 6` UNIT 1 REAR EW ELEVATION AT GRID 5 BOLTED PART SCHEDULE Q QUANTITY BOLT NO, I: I PART NAME PART NUMOER PART LENGTH FIELD 103 EW CORNER POST V39636 16'-4 5/8" 104 EW ROOF BEAM V39638 30-1 1/8- 105 EW INTERM POST V39640 17'-9 31/32- 1 32" BOLTED CONNECTION SCHEDULE Q QUANTITY BOLT NO, DESCRIPTION NUT NO. DETAIL A 08 097281 5/8X1-1/2 HS BOLT A3 095233 8 04 097282 1 5/8X2-1/4 BOLT A325T 095233 SPECIAL NOTE: ALL HIGH STRENGTH BOLTED CONNECTIONS ON RIGID FRAMES WILL BE SUPPLIED WITH HARDENED WASHERS. U1 C 34763 vim' EXP. 9/3010 Kira IvilL OF�A1.1��� ,. t� PRODUCT OF THE BUILDER: PROJECT; BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: SJHrRDER ENC: 60X10OX18 LRF 102 ---- CHK: DAtE: 03/28/02 BUTLER MANUFACTURING -r ® NORTH VALLEY READY BUIL DON BROWN 20# LL + 3#CLL CROSS SECTION DRAY.ANG NUMBER: REV. COMPANY ORDER ENGINEERING CHICO, CA CHICO, CA 80 MPH EXP B UBC 97 ERECTION DRAWING GENERAL OFFICES -KANSAS CITY. HISSOURI SYSTEM SEISMIC ZONE 3 1 ID 02-•082051-0213 00 •'e'r.:..'.*YKSan.'I,.:Y�.e�a.r:..x.3 ♦,Wfi:�N':k N--r-Y.$.�.1 T.+i-,+,,..:;w-r'Y:re:r..T_�rrvv,3...�E..::s..�... s.-.. ,i.�.. . .,., .. . . .. ..--..r.*P¢♦a-ys:x.-'raY�bJ�E?�7►::`a'fia�+.b.�.�:.�. .. _......�_... .. � <,•.....-..,._....... a. r.=. ...s .. y y f r FLANGE BRACE SCHEDULE FRtW/LEFT PART IG REAR/RIGHTHT DIM. "f" DETAIL RK A W 201 545100 10 1/2' 1 C347 202 545100 10 1/2` 1 C347 SPECIAL NOTE: ALL HIGH STRENGTH BOLTED CONNECTIONS ON RIGID FRAMES WILL BE SUPPLIED WITH HARDENED WASHERS. U1 C 34763 vim' EXP. 9/3010 Kira IvilL OF�A1.1��� ,. t� PRODUCT OF THE BUILDER: PROJECT; BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: SJHrRDER ENC: 60X10OX18 LRF 102 ---- CHK: DAtE: 03/28/02 BUTLER MANUFACTURING -r ® NORTH VALLEY READY BUIL DON BROWN 20# LL + 3#CLL CROSS SECTION DRAY.ANG NUMBER: REV. COMPANY ORDER ENGINEERING CHICO, CA CHICO, CA 80 MPH EXP B UBC 97 ERECTION DRAWING GENERAL OFFICES -KANSAS CITY. HISSOURI SYSTEM SEISMIC ZONE 3 1 ID 02-•082051-0213 00 •'e'r.:..'.*YKSan.'I,.:Y�.e�a.r:..x.3 ♦,Wfi:�N':k N--r-Y.$.�.1 T.+i-,+,,..:;w-r'Y:re:r..T_�rrvv,3...�E..::s..�... s.-.. ,i.�.. . .,., .. . . .. ..--..r.*P¢♦a-ys:x.-'raY�bJ�E?�7►::`a'fia�+.b.�.�:.�. .. _......�_... .. � <,•.....-..,._....... a. r.=. ...s .. y y f r 0 TOP /OUTSIDE SLANGS HED F+ THIClOIF.SB c BOTTOM / INSIDE FLANGE FRAME DESIGN INFORMATION PART DESCRIPTIO21 V39632 TOP FLANGE 61 X .2.0" 190-1 1,"STHItIOR BOTTOM PI-7C)E - 6" X .313" "COLUM WEB THICKNESS - .120" PART DEPTH - 8- TO 20- V39634 TOP FLANGE - 5• X .250- 361-1 BOTTOM FLANGE - 5• X .250" ROOF BEAM WEB THICKNESS - .1881 - LOW END TO 141-10 29/32- FROM LOW END .140" - 141-10 29/32" FROM IAN END TO RIGH EN PART DEPTH - 1J" V39636 TOP PLANGE - 5- X .250" 196-5 BOTTOM FLANGE - 5• X .250• EH CD >Ot POb'T NED THICKNESS - .120" PART DEPTH - 3,2" V39638 TOP FLANGE - 5• X .250" 361-1BOTTOM FLA= . 5- X .250" EN ROOF BEAM NEB THICKNESS .120• PART DEPTH - 12- ~•— V39640 TOP FLANGE - 5° X .250- 214-0 LNBOTTOM FLANGE - 5° X .250•-�� UITE iM POST NEB THICKNlS8 - .120" PART DEPTH - 8" DrMrNSIOH Y DIMENSION T rw ROOF BLAH ROOF nm. ROOF 9LW OR COLUHN OR COLUHN 1 I --- -+ --------L-------------- ---- --- I -- O -;rym----_---_'._"_ , CLIP (513358) ' PURLIN PURLIH + It OR GIRT OR GIRT �� S 358) I CLIP FLANGE BRACE FLANGE BRACE RN POST I (mmCURT) BEND) (SEE CHART) BLVD) FOR ATTACiD= TOR ATTACHMENT ' p. Asrryg rD, VJL (2) 1/2• k 1 1/4• PART aa�Gtr USE (1) 1/1" S 1 1/4" USE (8) S/8" X 1 1/2" 713Z3T 0 OR 9-1/1 FORCING ffi. BOLT (095005) AND 8 OR 9-1/l PVAtSNS ffi. HOLT (095005) AND POST BI-8T'REtiGYR BOLT (099101) Atm 8 E -GIRTH 1/2- ffi. NOT (095032) 8 Z-GIRTS 1/1" ffi. NUT (095032) S/0• HEAVY HLX. NUT (095233) DETAIL C346 �BINOLS FLANGE BRACE COtIDIIX.RION DETAIL C347 S3IR)LS PLANO$ BRACE CONNECTION . DETAIL E13 -IT ENDWALL POST TOP CONNECTION ... .. «...- ................,..- ..,..,.�.... _W._ __._ ._ .,........., — .".. ".er!f! _ -- ruin RMGION NO. 1 RLVI8IOU 90. 2 �"+"�"-��a BUILDERS PROJXYSt PRODUCT OF T(ic' t3►Ttt oLzn -� CD EXP. 9;301® � BUTLER MANUFACTURING E o NORTH VALLEY READY BUIL DON BROWN �,a COMPANY OROER ENGINEERING CHICO, CA CHICO, CA [I, �,, 6ENERJW. OFFICES 'GAM5115 CITY. MISSOURI Vona - SYSTEM BUILDING ORDER DESCRIPTIONt ��Y.��R �i'��Mx...i`�':��".hE"•r.�YwY,Xi.'irkl'F.��T.a+�.,. �iY,�i.S✓'1'Y.r 3?,,JrY d'.'Y.='Xf.t f'.... 'O. i.= a ��i Y"�i'Ra lw',.�1 ra ..-. ... ... +.-n. •...a ..._a.- ... • _ . .- - J ■wr N FRI�K 1'RECTION DRAWING O NUMBERSRXV.80 I ,� 4�0' NJAYf t 2 y C 34763 s' z CD EXP. 9;301® � q IFOF C t BUILDING ORDER DESCRIPTIONt DRAHINO TITLAt JHAGDXR nial 6OX10OXIS LRF 1:12 CROSS SECTION „w DATEw12e/02 20#LL +3#CLL FRI�K 1'RECTION DRAWING O NUMBERSRXV.80 MF9 EXP 8 UBC 97 SEISMIC ZONE 3 DETAIL SHEET -082051-02C 00 ,� 0 25'-0' UNIT 1 ROOF BRACING rel m F_ 25'-0'_� a UNIT 1 SIDEWAL- BRACING AT GRI[ A 25'-0' r � b UNIT 1 SIDEWALL BRACING AT GRID D STANC,4RD NOTES: W80002 BLACK THREAD PROTECTORS INDICATE 1/2' BRACE RODS W80004 YELLOW THREAD PROTECTORS INDICATE 3/4' BRACE RODS �D J ti UILDING ORDER DESCRIPTION: DRAWING TITLE: f I t{DRW: SJHARDER ENG: 60X10OX18 LRF 1:12 CHK: DATE: 03/24/02 20# LL + 3#CLL WIND BRACING DRAWING NUMBER: REV. 80 MPH SEISMIC PZONE63 97 DRAWING ID02-082051-03 00 +� II 72 REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: PART NUMBER DESCRIPTION THREAD o�tt unit: 301 544049 -362 3/4 RH-RH BR ROD RH-RH_L w DOW "n Mm or BUTLER MANUFACTURING � ® NORTH VALLEY READY BUIL DON BROWN RH-RH NONE 303 COMPANY ORDER ENGINEERING CHICO, CA CHICO, CA NONE ocava en ca+ecxm er GENERAL OFFICES -KANSAS CITYs MISSOURI SYSTEM .: wi>♦ � ! .. .s T .€w'y X r r�.w-,aNzr;.:... ^.7: .. ,. M . ._. yt vyn.� t,.v 1`>•'x .::ix'i....a. _. .yva�..;.-r�. c.abi.,..�...s:u .a 1... .,n.v.nn:+.aa.�x.s..._...1-t..t°'i'Y..,.W Y`.:..�al'.Yn.a#.sr+ .. a - -.w+x�.taY.rMt"ab'..C�,:k1'L"-.YsK+i.ci.Yw.Y ........ . �.. ..._. . n.. . A,_•.•._ .:e�iz. sib a I I a STANC,4RD NOTES: W80002 BLACK THREAD PROTECTORS INDICATE 1/2' BRACE RODS W80004 YELLOW THREAD PROTECTORS INDICATE 3/4' BRACE RODS �D J ti UILDING ORDER DESCRIPTION: DRAWING TITLE: f I t{DRW: SJHARDER ENG: 60X10OX18 LRF 1:12 CHK: DATE: 03/24/02 20# LL + 3#CLL WIND BRACING DRAWING NUMBER: REV. 80 MPH SEISMIC PZONE63 97 DRAWING ID02-082051-03 00 +� II BRACE ROD SCHEDULE Q PART NUMBER DESCRIPTION THREAD I TURNBUCKLE 301 544049 -362 3/4 RH-RH BR ROD RH-RH_L NONE 302 544047 -382 1/2 RH-RH BR ROD RH-RH NONE 303 544047 -316 1/2 RH-RH BR ROD RH-RH NONE STANC,4RD NOTES: W80002 BLACK THREAD PROTECTORS INDICATE 1/2' BRACE RODS W80004 YELLOW THREAD PROTECTORS INDICATE 3/4' BRACE RODS �D J ti UILDING ORDER DESCRIPTION: DRAWING TITLE: f I t{DRW: SJHARDER ENG: 60X10OX18 LRF 1:12 CHK: DATE: 03/24/02 20# LL + 3#CLL WIND BRACING DRAWING NUMBER: REV. 80 MPH SEISMIC PZONE63 97 DRAWING ID02-082051-03 00 +� II I a W 0 Xa �.0 Z nae 4033. -.,- r174 403 3 r114 403 3 ►1a4 403 nae �C 402 3 C4015 (4013 1 r1121----. t 1 1 4C2 3 4013 4013 401 nn nei n79 nn n93 402 401 401 1013•--+ ---- n93 nBi n79 nel n9] � ` nf3 nei nv nei n93 a—wee--[ 402 3 1401 401 402 4013 4013 402 n93 n01 n79 nei n9l 107 3— 401 401 40] n93 nei n79 nel n93 ( I 1 I ( C4021 -------- C401 ---[401} n97 nBi n7! nBi n93 401 401 n93 nBi n79 %/7J3 n93 t 1 1 1 1 402 3 401 4013 _ _ _.. 401 n93 nBl n79 nei n93 401 401-[401 401 nf3 nel nn nf3 I I 1 ( 13{073 I [4013 [a013 I [40] nf7 =nil n7f nEl nn rite ao3 n a [4033 n]4 [4033'- ;,go [403 n!B UNIT 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN RIKIBI0IL NO. 1 RXPISICK 10. 2 PRODUCY OF THE BDILDERi MT31 VaTel teuw ert OVA= "I BUTLER MANUFACTURING �"" """"' y NORTH VALL16Y READY EUIL COMPANY ORDER ENGINEERING CHICO, CA ®m°'r' CEWMAL OFFICES -KANSAS CITY. MISSOURI SYSTEM 9 m PURLIN BRACE LOCATION SCHEDULE BLTNEEN GRIDS LOCATION DETAIL BRACE SECTION TOP BOTTOM RIDGE BRACE LV F444 _ (3) 8 PART SCHEDULE (3)0544140 2 AND 3 [ ] PART MANS PART NUMBER PART LENGTH FIE f0� A 3 AND 4 401 P/0 P 8X.067 2CP 530890 323-4 261-11 1/21 4 AND 5 402 PUR P 8X.082 4CP 530896 313-4 261-11 1/2• 403 LSES P 8X.096 540505 299-4 24'-11 1/2• 9 m PURLIN BRACE LOCATION SCHEDULE BLTNEEN GRIDS LOCATION DETAIL BRACE SECTION TOP BOTTOM RIDGE BRACE 1 AND 2 F444 _ (3) 8 (2) A (3)0544140 2 AND 3 r439 (2) S -0- (2)0544140 3 AND 4 r439 (2) R -0- (2)0544140 4 AND 5 F444 (3) B (2) A (3)0544140 STANDARD NOTES: RSOQOl AN ]ODITIONAL QUANTITY OF PURLIN BRACES HAS BEEN ORDERED FOR THIS BUILDING. THEY ARE TO BE FIELD LOCATED BY BUILDER. RS0006 PIPER TO DRMMM B-1080946 FOR PURLIN BRACE PART NUMBERS AND TYPICAL LNBTAL[JITION FOR SLOPE OitEA2'EIt THAN 0.T5 i12. R00008 REFER TO DETAIL F262 FOR RIDGE PURLIN BRACE CONNECTION. RS0028 1/2• DIA. BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY. THE DRAX=09 CALL OUT THESE BOLTS AND NUTS BY THEIR COMNENT NO'S. ASBmmLY CONTAINS -------.--..------------------------ ---- ---- --------- 0097461 1/2XI-1/4 DOLT (0095085) AND NOT (0095032) 0097462 1/2X1-1/4 TRN HD DOLT (0096636) AND NOT (0095032 1 0097463 1/2X1-1/2 DOLT (0095195) AND NUT (0095032) 32) -A3324 00974654 112X2 STT BOOLT (0097280)31 AND(00952300 C 34763 (y EXP. 9/301 0 IVI1- Fdr'0AC-�F� T810 LDING ORDER DZSCRIPTIONt DRAWIM TIT%Xl DR3ft BJRARm ��Ot OX10OX18 LRF 1;12 ROOF ' DATItt 03/28102 DON BROWN 201 LL + 3#CLL SECONDARY STRUCTURAL DAG Nunn' M. CHICO, CA MPH ECP B UBC 97 rRAMG PLAN 00 SEISMIC ZONE 3 ID02-082051-04 I: ' . '•'"• � `:.'-r: :.. ..�•. e•. 1:"".w.s ryw'si :-': / r _.T'R....iM, .. •.•.'. C4k::..!. ar is:,r CL`a. .,1!_?�:+Rw.�iG_: Y...r«-'!-t:�"hs'ti•r:as�?r._ ♦...r--w:a...s, ...qr.r..� ro �V-,. r .�W. .,:� f. _.i. .. h ... .i-x..,.u...- �.am.+.-.as.+.a�..�fto 9 A 61 - P� 4 LIP RADIUS 1EE TRIC7Q)E8a C - SECTION DESIGN INFORMATION PART DEPTH I PLIdiC)8 1 LIP TRIC)C so I RAD1V8 LS 358 P 8X.096 5405OF 1 8` 13 1/2• 11 3/8" .096• 5/16• LANOE�� RADIUS a THICA7JPl8 2 - SECTION DESIGN INFORMATION PLAT I DLRTL I PLA m I LIP THI=mS8 R1 =8 P/O —P8X.'067 2CP 530890 8" 12 5/8" 1/16• .067• 1 1/4- - PUR P 8X.082 4CP 530896 8• 2 5/e" 1 1/8• .tl82• 1/4• USX (2) 5/8" X1 1/2- A32ST SHI/8•H AINGTH DOLTNUT (09 281) AND ]_ -XAVE STRUT EAVb HTROT � UOL (2))5/6/6- •X 1 112. 7325T _— r. t097181) AND IT (095233) \-ROOF EXAM OR I y� Raor HE71N �� \�.�---�+-pDRL1T( VOLUMNOLDMIAL BPIJ:C3 `\` J8, 'i�rZ��► �r C 01�� DETAIL 11124 I EAVE STRUT CONN, TO INTERM. FRAME DETAIL 11128 EAVE STRUT CONN. TO ENDWALL PRh= DETAIL P152 FURLIa BRACE DETAIL P154 PURLIN BRACE .�� TOY ',ND BO/ITOK ROW USX (4) 1/2• X 1-1/4• M. BOLT (095085) AND 1/1" NAC. NUT (095032) 82008 DRRCE � C /Z� ,w) N jr� i' aBBAmcT 1L,,- w ,2• 8C)SLDINO 'r�E PORUS POR/.IN .+mow � � �' ,J �,.. •�.-_ CONTINU000 �} CONTINUOUS � � �i} ' I I .✓� I PVRLIN p PORLIN ♦ /� ,/ �• CLIP A (343029) ' /. ROO,I ROOF bAW ,' i Roor B T DEAN BAN GOUSE (6) 1/1• X 1-1/2• �\ OBE (6) 1/1• X 1-3/1• �. ANO INSTALL RIR CBA)ML MACS TOP POPLIN ACE C:OCATICPt. AXE. DOLT (095195) BOLT (09519:q 1/1• BXX. NOT (OSIS 32) USE (4) T (0 X 1-1/. NO, n' NO TOP PDX= DRAC'O NC R80UMID (09303 7) �. 1A1T � S PURLIXS INBTALI. IN MBC Or TIM THD CENTAI Cm2, DOLT f09S193) AND 1/2" ®2. NV1' (093037) CLUBTSR LOCATIONS. DETAIL "62 01' :P) UOM CONNE TX0N yyDL'TAIL P379 CONT"MOUS SPAN PDRLIN COtRiECTION DETAIL F381 CO���9 SPAN PURLMN CONNECTION DETAIL 11393 PURL3N CONNECTION TO E1P ROOF DE11H C� •••. .•--•, WRLIN. T mm -A f POPLIN 7t`6• lt•6• i 5t-0• 11-6• 2t-6• CLJ[1'm CLU MIR CLUB(TV) 6. 6• I 6" 6• f i 6-6. 6. 6• I 6. 6• TAI TOP OF F1 ! F1 Fl�TOP OF - --- F-1 POPLIN vu Al F1 ---------- -- ------- 1- ------ }------- t 7 '3 , 1 't ------------ I � --------- ---- ---- - ---------------- -------------- ---- --- BBQ DETAIL 688 DETAIL EXE DETAIL :152 I .1157 1154 LOCAT, (3) TOP Ro%8 or LOcAT% (2) Top Ro"s Or PURL'.N DRAC83' Iow-m (2) DoISON Am PORLDt DRC'' -E8. Or /UIILSN ARAC88. NOTBt RrMOX AT OPP08ITF X%"= DETAIL 11639 PORLIN•BR10E LAXOP1ti. -r- DETAIL F44, PDHLD: BRACE LAYOUT -% HMIs — - fit. R(rMll — r!' C W63 EXR 9/30/ -Pb �rE GIV11- OF C RS1428I0N 110. 1 REVISION 1t0.2 BUILDmtt PROJECTS P=VCT OF THE HDILDINO ON= DZSCRIPTIONt DVANIYO TITLES SNOB WE$ PkTxl 7 . 6QX1loOX18 LRF 1e12 ROOF�. DASlt 03/28/02 70im �*� z� 913 BUTLER MANUFACTURING _ - � ® NORTH VALLEY =WT 13UXL DON BROWN 20# LL + 3#CLL SECONDARY' STRUCTURAL' ED02-082051-04A �'' COMPANY iDROER ENGINEERINF CHICO, CA CHICO, CA B0 MPH MEP 8 UBC 97 DETAIL SHEET 00 gym, SII*, C04W OFFICES-)wr3W5 CITY* HISSOUM SYSTEM SEISMIC `ZONE 3 c'2wal:t-rtvr.'s:`.�.:-...-w,.--.....r;-:,..*.+o�+w^.a's-�`='!".3:.'S�`x•nM==W'at,o7f'Kva+CL'tre.a Ls- --.-.«.,r..rwv,dar'xlw�a.s-wry vc,t.._.s�.xYr..�nW+Fn ss�Yf'-'?.Ai~.:xsL..,;ty'iwr..wl'.=9+.-_ r--. ,.z....s..asr_. a-., .. .,w a: m r,w.-�d.-..ac.....-... . .«w. r .,_a ._.. yurl 14 I I r i f I FOR GABLE ANGLE INSTALLATION SEE DRAWING 1080944 11 S. Fm - FOR DUE ANGLE INSTALLATION SEE DRAWING 1081181 303 ..0. UNIT 1 FRONT EW STRUCTURAL T LWATION AT GRID I 12 ' 1 �- FOR. GABLE ANGLE DINSTALLASEE TI 1080 D 944 ----{ 00� $04 303 3- woe woe --(303 __ !O4 - 5033 -- FOR BASE ANGLE INSTALLATION SEE DRAWING 1081181 UNIT 1 REAR EW STRUCTURAL ELEVATION AT GRID 5 12 RIYISI0t9 NO. 2 PRtvJCT OF. THE BUILDEBt PROJELTt GUT 1, E R MANUFACTURING 1/ NORTH VAT4LEY Rxm BUIL DON BROM COMPANY ORDER ENGINEERING CHICO, CA CHICO, CA % CCNCRAL OFFFCES-KAMS CITY. MlssMI I SYSTEM ;: x.: n. -s .. X.-.._e&x :it:-.:a+l 2Yrvas�'ra...ltK'.w � B ,� 0. .., Y r .:=+4 � �>. _ysr�.._a..�+ . . �• • •r • »F .7 7 , F:.r,� rY. yr .. . ._ ._ .,...«w... ....,. �� . , ftJOL 15-11% ow PART SCHEDULE I 1 FART lNA30i PART NQ1IDIDt PART LENGTH F A 503 GIRT UP 9.5%.060 1550303 211-2 1 171-7 1/4• 11 504 GIRT UP 9.5%.060 1550303 229-2 1 191-1 1/4• STANDARD NOTES% W80006 PILL ALL OPEN HOLES IN DOOR POST N®S WITH PLASTIC SNAP -IH PLUGS (097229). WSOU14 UNPUNCRW GXRTS ARE SUPPLIED XT OVERHEAD OR SLIDE DOORS. PUNCHED WALL SYSTEMS REQUIRE THE FIELD DRILLING OF THE 5/16" PANEL ATTACHMENT HOLES IN THE GIRT FLANGE. NS0023 IMPORTANT REFER TO PROMO DETAIL 0047 FOA. PROPER GIRT ALIGNMENT. NS0026 1/2• DSA. DOLTS AND NUTS AM PORNISHED AS AN ASSEMBLY. THE DRAWINGS CALL OUT THESE DOLTS AND NUTS DY THEIR COMPONENT NO'S- ASSEMBLY OrS.ASSEMBLY CONTAINS --- ..--...... -.....��.--'--------------------------- -.......... 0097461 1/2%I-1/4 DOLT (0095085) AND NOT (0095032) 0097462 1/2%1-1/4 THIN HD BOLT (0096636) AND NOT (0095032 1 0097463 1/2%1-1/2 BOLT (0095195) AND HUT (0095032) 00974 64 65 1%2%2 A325T BOLTO(0097280) AANDA(0095230j32) OINAING ORDER DISCRIPTIOttt DRAWING TITLEt " i mms 8J) Hmm INOt 6OX100=8 LRF 1:12 WALL SECONDARY ' DATI% 03/2H/o2 sElsr13XP41C oNRLL sa'RUCT XON D02- 0 8210 51. Rte. 80 ,MPS SXP S UBC 97 ELEVATION _ 0 � 00 y i i11 A 1 { 302 }-- m31 0 1 u1 307 t— m31 b 1 1 1 h I —C 302 3 C SOS 0001 W Sl --{302 C 301 coni mu 1 CLOSE -DP NO. 1 ------- FOR BASE ANGLE INSTALLATION HEP. DRAWING 1081181 \J (b `.J UNIT 1 RIGHT SW STRUCTURAL ELEVATION AT GRID D m47 RI_n *)OR- ,.r AUGLB INBTALuTION BER DRAW= 1081181 0247 I 0005 m51 COo! m31 I b (�3 ) dD UNIT 1 LEFT SW STRUCTURAL ELEVATION AT GRID A DON BROWN CHICO, CA RsvxSxOM 160. 1 REVIRIp! 170. 2/� PRODUCT OF THER77ILD>alt PROM PART NAWE PART HUMBER. wak D►T711 \ --r 530923 299-4 241-111/2- male srk 0L m n0 BUTLER MANUFACTURING E e NORTH VALLEY READY Dt1IA 261-11 1/2- 505 DR ORT DP 8 X .06n COMPANY ORDER ENGINEERING CHICO, CA 506 DOOR HEADER SIN xv1 aoNC,om all CFWJM OFFICES-KNN^.,lIS CITY. MISSOURI SYSTEM DOOR POST .1227[9 .y: `*r�v-.-�'.-.e.r«x..a a a.aa++,.w�+a^r.s+.+'IV»+.:x�-:.;v�i-.'.��a.a.r rrr_.«..e.�wv.r.-1«.r-,. .x-a•.w.,. ...ar r�.:.a«.r�:..we-,:r+�:l., car. k. .. �k.:_ .... ... ... ..,« ,-.-, ._„��..._ ..x.-....�..:,... ... ... ...... qi•..a 1` I a DON BROWN CHICO, CA u A H \ C 34763 EXP 99/30/0 OF—C IQILDIMO OR= DLBCRxPTIOMI DRAWIMO TITL%i DRW1 MURDER ENOL 6OX1OOX18 LRF 1:12 WALK SECONDARY cmc1 DMI 03/28/02 20# LL + 3#CLL STRUCTURAL DRAMx a NmmER1 Riv ao WH� ONE 3 97 vA'►'IONSEI®02-082051—OSA 1 00 PART SCHFMnE I PART NAWE PART HUMBER. PART LENGTH FLD WORIER 501 P/O D 8X.060 2CP 530923 299-4 241-111/2- 502 P/0 V 8X.060 2CP 530923 323-4 261-11 1/2- 505 DR ORT DP 8 X .06n 550317 060-6 51-0 3/4- 506 DOOR HEADER SIN 580378 167-4 131-11 1/2- 5071 DOOR POST .1227[9 580607 202-4 161-10 1/2- u A H \ C 34763 EXP 99/30/0 OF—C IQILDIMO OR= DLBCRxPTIOMI DRAWIMO TITL%i DRW1 MURDER ENOL 6OX1OOX18 LRF 1:12 WALK SECONDARY cmc1 DMI 03/28/02 20# LL + 3#CLL STRUCTURAL DRAMx a NmmER1 Riv ao WH� ONE 3 97 vA'►'IONSEI®02-082051—OSA 1 00 I I P LIP RADIUB q THICRIE88 C - SECTION DESIGN INFORMATION PART DICPTH FLA= I LIP TUICK NESE RADIUS DOOR READER 9xx 580378 9• 13 1/2" 13/16" .0611 5/16" DOOR POST .111X9 580607 1 9• 13 1/1• 5/16 .121" 5/161 YLAAfGS�� A 1T—RNDXUS q RICKNESS Z - SECTION DESIGN INFORMATION PART DEPTR FLANGE LIP THICKNESS RADIfUB DR ORT UP 0 X .060 550317 8" 2 5/8" 1 3/4• 1 .060" 1/8• 073(2 IIP 9.5X.060 550303 9 /2-12 3/4" 1/16 .060• 1/4" P/0 U 8X.060 1CP 530913 8• 12 5/8• 3/4• 1 .060• 1/4• FAVI: STRUTrSII.D 1'.00ATS E11VX BTSDT r33x.D LOCATE 9/16• SIR. 9/16• DIA. HOLES 6� HOLES IN DOOR POST Qt • EX t1) 1/1" X 1 1/1• R 7/16• 3" � 1 REX. HOLT (093085) AND 1/1" HEX. NOT (095031) DOOR YOST ,-USX (3) 1/2" X 1 1/4" ' C112 - P (380131) THIN HD. DOLT (096676) / 4 v AND 1/1" HDC. NOT o CLIP • ti (095031) (580118) 11) 1/2• X 1 1/41 1 I + N RD. DOLT (096636] L HEX.. HOT (095031) 1 I O°` � 1` �I ,-W- DOOR P08T 6 1 ,'I I - ttll J(" ` (C%YP BY Hnc) � f BIDEUtALL OR ENDWALL DOOR �,• (580118) �• DOOR BEADIR WIDTH �. � CLIP (563316) ` SECTION 1C.(DOLT/(09 085)/AND ,\. A,O�`,•\ DOOR P08'Y \`�� 1//22- 1=./RUTX(015032) HDC. HOLT (095085) AND 1/1• HEX. NPY (095031) •W. •4v 1 DETAIL D032 DOOR POST BASE CLIP CONNECTION DETAIL 0001 8T31PLE SPAN GIRT CONNECTION (DOUBLE) DETAIL D0011 TJOR POST TO ROT�3M OF SAVE START DETAIL, DO06 DOOR DEADER TO DOOR POST 9• DOOR POST APPROX. 1/1• .PDP SIDENLLL SIDERALL OR FIELD CITY CLXARANCX IIIDERALL OR HD48E3 COLMHN OR B=MW= HILL COLUMN ENDNALL OTRT AROVND Ip 1WvKh L OIAT XNDRALL POST COLUMN OROR EtUDPOST COLUlBI !1 F e� EI]SOMALI,c U Poax (8 OR C SECTION) a I CLIP (543164) e: a e_ :: e I GI1t2 10 LEO DOWN 11 ayO GIRT OlitT t '•'�: - - i a ^ _ -------- _____.___ QQo •+• I1, FLUSH TO, - - �- 1/1• FIELD COT !m 9/COLUMN AROUND 1 9/306' 8ID17(ALL OR E.N. - •4V- OTR? i COLmBt pASE (d 1 DTA. DI11. CLIP (5{3161) ) �_ PLAtADC ANCLX L L HOLE ROLE SECTION LEO DOM P-8 FASTEM PRU.)EC END BA7 OR 1•-10 1/1" 11-10 1/1" END BAY OR GIRT C:OOOOQ. (31317{) rRAl1E QW DSCTION AS REQUIRED I END SECTION DI B�I'AALLL WITH PANEL HOTS INSIDE ANA OUTSIDE HLDO. NIIrTH b F�� OE FASTENERS. •� PLANS Or A GIN MAY OR L:77fTY8 } USE (6) 1/1• X 1 1/4" 1/1• nax"EAE WITH TRE COLUMN MIS -ALIGNMENT Un(6) 1/2• X 1 1/4• SEX. DOLT (095085) AND RADIUS FLANGES. FIELD NOTCH OIRTB C(' AECTI ALIGNMENT 1/�1' [ (NuT (0950 3ID 3/1• M. NR (095 32) GIRT CUTTIW T7ETAIL REQUIRED.As (AVOID TIUBX CONDITIONS) DETAIL 0005 TNOC �jTTI OHD�iri73A2 Gz cs) y,N, DETAIL 0008 DOUBLE GIRT To COLUMN wtaNEcrzoN DETAIL G019 _CGFIELD $GIRT DETAIL 4047 BECOP)DARX STRUCTURAL ALIGNMENT FOR BTMP USE (6) 1/1• X 1 3,/1• HES. HOLT (095085) AND CONNECTION BAD 9IDENALL 1/2• REX• NDx (095031) SEE DETAIL 0130 Sioxw LL G=2 (TTP.) SAO �, I / OR DOOR .77312 SCd045 , ` +ltAp FIELD (1) 9/16" ROLES GflIT j 1CAVE STRUT Q 3 OA. IN DOOR GIRT , As REQUIRED ' FAMV IM COLUMN 1IMNALL GIRT ar"s FASTENER cc --- �] BEE DITAI1, i SAY x 0148 - [ MF BTR UAL BPACEB ( 104 -t (TTP.) H(A,TY LENGTH 1 Vii b ri 1 J HIDENALL # BIDEWALL OR 1D(DNALL CLIP (543347) LEO Dawn INSTALT. (3) RUMS OP wA STRAPS 8110 STRAP XS rDRN1DxtD 101 LONG AND IN EACH BXDZKhM BAY. MUST HE rIXLD COT TO LENOTS REQUIRED. ACTUAL NtlNeEA OF RCNB OF 073tT8 ATTACH SAO STRAP TO TEE GIRT ATTACH SAO STRAP TO THE EAVX STAU'Y x_Rv CHANNEL (543160). !ILEO SEND ACT AL NU NITR BELT DRILLING SCREW 097116. BPLIQ KITH SELF DRILL7N0 8CAE1I 097116. KAYSAG STRAPS AT OXAT LOCIITTR(S IF NECESSARY. 90 DEO. AND INSTALL N1TB PANEL rASTEURR9.. DETAIL 0247 SAO STRAP PLR^EHENP IN THE SIDE'WALL DETAIL 019'a SAG STRAP TO GIRT CONNECTION DETAIL 0150 SAG STRAP TO ;&VE S,8X =T CONNECTION DETAIL 0251 B SW Q 9 1/:( x OITBACIC xx TO CORNER POST S. XitDRALL DOOR PONT PIAT eC USX (2) 1/10 X 1 1/4 --------- o TM21 RD. HOLT (096636 j 01 AND 1/1• NXX. NOT (095031) t OUR (1) 1/1 USE (1) 1/2• X 1 1/4" REX. DOLT CL]'P (543390) CORA. BOLT (095009) AND 1/1" HEX. N LEO DOWN 1/1• HDC. NOT (095031) DOOR POST CLIP D M4.U7399) HDL. 1 DETAIL 0200 S" SINGER GIRT TO DOOR POST CONN. I DETAIL 0181 I N• SIMLA GIRT TO DOOR POST QW!— MO. 1 lUM8IO8 NO. 2. INN PRODUCT OF THE MMENUMMEMIM HUILD7Gl+ P)t'1TIIXTt ,+ n' SUTLER MANUFACTURING ���s NORTH VALLBX RL�71DY BilIL DON BROWN COMPANY ORDER ENGINEERING CIIICOr CA CBICOF CA, �, CENERAL OFFICES -KANSAS CITY. NIS, 1 yA!•.1..•+3'�rrracaa�v...,a..-.n-.rn+c:�:-�:_.,'�.rl:,J.w��-i+k4"w::fi..Y';r:KV11'S�I;a'r:'rf:�d;..-t i...r,.. .. ._.+-,_i �.,....xz:k..s.e rya#YY.Y:.•'a.:t��i tfr�Ycr::.aw...,a>-,,.:'.:w:.=:a.�,.......+. �.....�: �.r.. s.x�. .: ..... n.. s. .. _. R ....., v. ,., _ , I 7 4 •r OF CNV I)AANIEIO T1'TL1Ct `,' 7I JbRNt BJHUIRDD( 109(It60:{100X].8 AUILD72p OlU)ZR DXSCRIPTICn�•. ilaF lsla HALL 9ECC!NAARY �` �+o3ne/o1 m-77820 0� 7,L F 3 CLi, STRIICTOI',AI, EY,L'Vl�TIDIA- P17820 80 MPH IW N UBC 97 DETAIL SHUT, 0x -082051-05C 00 SEISMIC ZONE 3 yA!•.1..•+3'�rrracaa�v...,a..-.n-.rn+c:�:-�:_.,'�.rl:,J.w��-i+k4"w::fi..Y';r:KV11'S�I;a'r:'rf:�d;..-t i...r,.. .. ._.+-,_i �.,....xz:k..s.e rya#YY.Y:.•'a.:t��i tfr�Ycr::.aw...,a>-,,.:'.:w:.=:a.�,.......+. �.....�: �.r.. s.x�. .: ..... n.. s. .. _. R ....., v. ,., _ , I 7 FIELD W L PA V h r r• � P � •• � O A > N b h V A M « M o o e FRONT ENDWALL PANELING ELEVATION AT GRID I RIGHT SIDEWALL PANELING ELEVATION AT GRID D RMSIOI NO. 1 REVISION N0. 2T THE EUILDERt PROUXOF Dow m' BUTLER MANUFACTURING � ® NORTH VULXY REMY BUIL COMPANY ORDER ENGINEERING CHICO, CA GEWRft OFFICES-KAWS CITY, MISSOURI SYSTEM r,�:+wr.=ta'rrs�-..w�w�rwsa:-_x�.�w'�.'.R_rs'r�s'G:lA_M:-r,Y.i_....W:S :.,.a ..cs�t+,__a.a.:..i,.w ..... .... ........,..�.-.a+�*.r:....�..-»vv:+rwr r�.r"Yti x• .per, sw—.�..-.�.... .�. BAK I I 7 STANDARD NOTES: WPOO93 FOR GENERAL SHWAL WALL PUL INFO REFER TO THE FOLLOWING MS ------""-----.-..------"'----------------------------------- 1051180 - DRAWF.NO ]NDEY 1081103 - WALL PANEL LENGTH CALCULATIONS 1081185 - CORNER PANEL AND TRIM INSTALLATION 1081186 - GENERAL INSTALLATION - PANELING AND FASTENERS 1081187 - PANEL CONNECTION DETAILS 1081191 - PAUL SIDELAP FASTENERS INSTALLATION WP0094 TDE D1AF.'CTION OF ERECTION FOR SRADOWALL WALL PANEL IS LEFT-TO-RIGHT. WPOO97 BRWAL WALL PANEL -TO -PANEL FASTENERS ARS 097364 (1/4 E 3/4 T-30 TORY SELF DRILLING SCREH). f•.. f.r.+♦f♦.++f+..•1f•♦rfrrf+fr.rfrf fe.�rflr►f.r+.rfrf..e * QUMMTY OF FASTENERS TO IMSTALL HI210= STRUCTURALS GIRT SPACES 31AND LESS 0 • - GIRT SPACES OVER 3' THRU 6' 1 • GIRT SPACES OVER 6' 2 • SPACE FASTENERS EQDALLY BETWEEN WALL STRUCTURALS. •fOf•lfffff.ffffff�f.l.ffrRff•ffrff.rffr•rrff•f..fff ff•1r• WPO101 (1N1%32Wm SAT-4sTTORY� ToP/BABE FASTENERS ARE 097361 WP0130 SHW/.L WALL PANEL -TO -GIRT F.ASTBNSRS AM 097565 012 2 1 1/4f T-30 TORY SELF DRILLING SCREW) - WPOI13 FOR SHADODALL OVERHEAD DOOR TRIM IUt)TALLITIOU RE7ER TO DRAWINGS 1081201, 1081202 OR 1081203 4R VES 9 JAY ! c2 034763 EXR 9130/,03 VM� �rF p� C e•®�w.mmrwIn.a RUILDIr..J ORDER DEBCRIPTIONI DRAWn10 TITLES DRWS BJHARDER SMO► 6OX10OX18 LRF' 1:12 DAT%s 03/26/02 DON BROWN 20# LL + 3#CLL WALL PAM DnAxrNG NOFmzR� CHICO, CA 80 ups =P s UBC 97 DRAWING p2 -082051—Q6 n0 SEISMIC ZONE. 3 I � � so WALL PANEL SCHFMULE ID PART NUMBER FST. INT. LENGTH SUFF. DESCRIPTION W001 570732 W002 570733 121 121 216-2 216-2 SHNAL 8Q SNOW WHITS BHWAL 84 SNOW WRITE W003 570733 121 219-2 OHM 8Q BMW WRITE W004 570733 121 222-2 SHNAL SQ SNOW WHITE WOOS 570733 121 225-2 SHWAL SQ SNOW WHITE WOOS 570733 1121 228-2 SHNAL BQ SNOW WHITE W007 570733 121 231-2 SHWAL 84 SNOW WHITS WOOS 570733 121 234-2 SHWAL 80 SNOW WHITE W009 570733 121 237-2 SBMAL SQ SNOW WHITE WHO 570733 121 240-2 SHWAL SQ SNOW WHITE WO11 570733 121 243-2 I�HWAL SQ BMW WRITE W012 570743 121 047-3 SHWAL HDR SQ BNCM MUTE STANDARD NOTES: WPOO93 FOR GENERAL SHWAL WALL PUL INFO REFER TO THE FOLLOWING MS ------""-----.-..------"'----------------------------------- 1051180 - DRAWF.NO ]NDEY 1081103 - WALL PANEL LENGTH CALCULATIONS 1081185 - CORNER PANEL AND TRIM INSTALLATION 1081186 - GENERAL INSTALLATION - PANELING AND FASTENERS 1081187 - PANEL CONNECTION DETAILS 1081191 - PAUL SIDELAP FASTENERS INSTALLATION WP0094 TDE D1AF.'CTION OF ERECTION FOR SRADOWALL WALL PANEL IS LEFT-TO-RIGHT. WPOO97 BRWAL WALL PANEL -TO -PANEL FASTENERS ARS 097364 (1/4 E 3/4 T-30 TORY SELF DRILLING SCREH). f•.. f.r.+♦f♦.++f+..•1f•♦rfrrf+fr.rfrf fe.�rflr►f.r+.rfrf..e * QUMMTY OF FASTENERS TO IMSTALL HI210= STRUCTURALS GIRT SPACES 31AND LESS 0 • - GIRT SPACES OVER 3' THRU 6' 1 • GIRT SPACES OVER 6' 2 • SPACE FASTENERS EQDALLY BETWEEN WALL STRUCTURALS. •fOf•lfffff.ffffff�f.l.ffrRff•ffrff.rffr•rrff•f..fff ff•1r• WPO101 (1N1%32Wm SAT-4sTTORY� ToP/BABE FASTENERS ARE 097361 WP0130 SHW/.L WALL PANEL -TO -GIRT F.ASTBNSRS AM 097565 012 2 1 1/4f T-30 TORY SELF DRILLING SCREW) - WPOI13 FOR SHADODALL OVERHEAD DOOR TRIM IUt)TALLITIOU RE7ER TO DRAWINGS 1081201, 1081202 OR 1081203 4R VES 9 JAY ! c2 034763 EXR 9130/,03 VM� �rF p� C e•®�w.mmrwIn.a RUILDIr..J ORDER DEBCRIPTIONI DRAWn10 TITLES DRWS BJHARDER SMO► 6OX10OX18 LRF' 1:12 DAT%s 03/26/02 DON BROWN 20# LL + 3#CLL WALL PAM DnAxrNG NOFmzR� CHICO, CA 80 ups =P s UBC 97 DRAWING p2 -082051—Q6 n0 SEISMIC ZONE. 3 I � � so , ,,�� YZELD 1toRR AT'L'1S,U PANEo REAR ENDWALTA PANELING ELEVATION AT GRID 5 Gib \J ` -L. LEFT SIDE"WALL PATITELING ELEVATION AT GRID A A C34763 EXP 9/30/ 03 WALL PANEL SCHEDULE ID PART NUMBER M. INT. LENG17i DPB DEBCRIPTI06T 1001 1570732 1121 216-2 SHTAL SO SNOW WRITE 1,0021 570733 1 121 216-2 1 SHWAL So SNOW WHITE W003 570733 1121 219-2 1 SHWAL SO SNOW WRITE W004 570733 121 222-2 SHWAL So SNOW WHITE W005 570733 121 225-2 SHWAL SO BMW WHITE W006 570723 121 228-2 SHWAL So BMW WHITE W007 F70733 111 231-2 OHM BO SNOW WHITE W008 570733 121 234-2 SHWAL BQ SOW MiITE W009 570733 121 237-2 SHWAL SO SNON WHITE WOSO 570733 121 240-Z SHWAL So SNOW WHITE NO11 570733 121 243-2 SHWAL So SNOW MATE W012 570743 121 047-3 SHWAL SDR So SNOT! MITE A C34763 EXP 9/30/ 03 a 1� d4 i RLYISZOM W. RkVldztld te0. Z FR00l1CT THE EHILDEnt PROJCCr BUILDING ORDER DE8CAIPTIO11t. DRAKM TITM DRWt BJHARl= P.WOt tvta� i5oXlOOXl.8 LRF x:12 �DCt nATit U3�2o�02 VXAW Rt BUTLER 7 it N U F A C T U R I N G """"�"`'"� ® PIORTB V1iLLE7C 'R1+AL'7C HULL DON SROWN 2Q LI, +3 CLL WALL PAi�L ° 0 C:OMPANY ORDER ENGINEERING CHXCO, CA, CH=COa CA gczo=w BO MPH EXP 8 TIBC 97 DRAWING; D02 -082051-06A 00 x1l NEAR OKFICEG-KANM L ITY. MISSOURI SYSTEM SEXSHXC ZONE 3 a.u�♦ .. ,-. ., ,x . ,... w -:x. -,.._x iek N'x•ii..i'Y A'-Yp7:•K�". Ytx _-. r. ss. ...,. ,, s._«_s,..., x.w.+...._�._e .-.s<�rna..w a"1^�"'_T'::r"»XJi'w"�7.kefifs.Fr::ili.4..a:,..y.»..-.-.,�...._. _. _...,...p.. '—=•yoi�ki.z'i"i+ww.'K+rww.»_ _-_...atN .....cv+�l" y - ..a....u. �.a..+_LVW_. - _ IY{enp; 0 yam., aY' CCCavvt a 1� d4 i 11 W - K 1 8- 11A Q cp Q Q 250-0- 251-0- 251-01 - 251-P• TYP. ROOF PANEL SCHFMME Y T ER IIFP. LENGTH DESCRIPTION HOLE TO HOLE V 390 MR24 LITS•PANL MUTE 101-U 13/32•5 Y 643 130-0 30124 SPLICE PADAL AAZN 10f-0 137 r 643 363-4 1824 RAVE PANEL ALZN 29'-08 Y 119-4 MR24 SAVE PANEL ALZN S•-11 5/17 V MR24 RIDGE COVER V 1 1 MR24 RIDGE END COVER Y a z a a a a a a vl M M M m m •'� m m m 'm m '.'� m M m m M ^) m m m m m m N m M m m m N m M M m M-4 m m m m M.4 m m M a a s a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a r< a w; a a N N N N N N O U a a a a a a R05 ROS BOB ROS R05 ROS N N N N N 1 N O O a a a a i� a a a rl O m O m O 11 O m O M O m O m O m O .d O m p m w m O m O m p N O M O M O m O m O M O ,.: O m O m O M O m O m O m O -1 OO M m O M O m O m O .� O m I O V M m O m O a ,.i O m O a m m O a of m O a .r O a m O a m O a m O a a a a a a a u a a a a r« a a a a a a a a a a a a a a a a a a a a a a Y a V aa Y Y M a Y Y a Y PC IMBION NO, 2 PROMXT OF THE BUXLDERN AMP 8 U T L 'c R M A N U F A 4 � U R I N G ® NQRTB VALLEY RP,TIDY D=L COMPANY ORDER ENGINEERING CHICO,, CA " C01MAL OFFICES -KANSAS CITY. NHISSOUAt SYSTEM ,%?r. .. �. _..-.-. _.. •a!•"�;;slr .•:2I^::Yltn'li`�l•4�i"F`.�w.f1';rw-•'f...4.:tL'r a*ma».�_vy'�'.ax'r.3.1=1:4�:�:!�f�-�t.i...il�,•:k.....1F.i.n/ltti�:: ftii,,il.r:'Nr i'�w:ltk...a ._.. --.... ..a ^.S Y'+sY~:_ti ctfir�Y.s�, 17 K STANDARD NOTES: RP0031 REFER TO GENERAL Roor INDEX DRAWING 1081111 FOR ADDITIONAL EIISCTION DRANING REQUIR121ENTS. REFER TO DRAWING 1080876 WHEN FIELD WORE IS REQUIRED FOR VARIABLE -WIDTH ROOF PANELS. RP0038 N A R N I N 0 •ff fffffefuf PANELS WITH PROTECTIVE OIL COATING ARE SLIPPERY. PROCEED WITH CANTTIoN. WIPE CLEAN IF NECE83ARY. RPOO46 PANEL CLIP YASTENERB }fff}f}}}}fffff}1ff} USE SCRUBOLT 097196 (WEEN 3/8 X 1) FOR PANEL CLIP-TO-PURM CONRNECTIONS. RP0054 DIRECTION Cr ERECTION FOR NR -24 PANELS ON LEFT SLOPE IS FRONT TO REAR OF ROOF SURFACE. RP0055 DIRECTION Or ERECTION FOR H.1-24 PANELS ON RIGHT SLOPE IS REAR TO FRONT Or RDOr SURFACE. RY0059 MN24 RIDGE COVER IS FURNISHED IN 20f LENGTHS. FIELD COT THE RIDGE COVER TO LENGTH AS REQUIRED. RPOO62 Roor PANELS MUST BE ATTACHED TO AAL ROOF STRUCTURALS TO INSURE THE STRUCTURAL 3NTEGRITY OF THE Roor. THIS INCLUDES ALL PURLINS ADDED FOR SPECIFIC LOADING CONDITIONS. ETC, ENOUGH PANEL -TO -STRUCTURAL FASTENERS, CLIPS (IF MC-24/CHR-24) HAVE BMW rORNTSHED FOR ALL ROOF STRUCTURALS. U0073 HOLE TO ROLE DnMNSION IN TEE ROOF PANEL SCHEDULE IS NORMALLY THE DISTANCE BETWEEN THE STRUCTUAL ATTACHKWTS AT EACH END OF ROOF PANEL (SEE DNG 000001). THIS MAY NOT BE TRU>Z FOR CUSTOM PANEL CONDITIONS. 60X10OXIB LRH' 1:12 DON BROWN 20# LL + 3#CLL CHICOr CA 80 IDPH MCP UBC 97 SEISMIC ZONP 3 +/ y-�Ap D:NAWING TITLE: DRNN SJNARDmI �ws��rw•em�ee� uo CHK! ROOF PANEL mmma m3G: �a DA19CN DRKWINt3 ®02`082051-07 00 w. l ROOF PANEL SCHFMME T ER IIFP. LENGTH DESCRIPTION HOLE TO HOLE 8 390 MR24 LITS•PANL MUTE 101-U 13/32•5 643 130-0 30124 SPLICE PADAL AAZN 10f-0 137 E 643 363-4 1824 RAVE PANEL ALZN 29'-08 643 119-4 MR24 SAVE PANEL ALZN S•-11 5/17 645 MR24 RIDGE COVER 3 1 1 MR24 RIDGE END COVER STANDARD NOTES: RP0031 REFER TO GENERAL Roor INDEX DRAWING 1081111 FOR ADDITIONAL EIISCTION DRANING REQUIR121ENTS. REFER TO DRAWING 1080876 WHEN FIELD WORE IS REQUIRED FOR VARIABLE -WIDTH ROOF PANELS. RP0038 N A R N I N 0 •ff fffffefuf PANELS WITH PROTECTIVE OIL COATING ARE SLIPPERY. PROCEED WITH CANTTIoN. WIPE CLEAN IF NECE83ARY. RPOO46 PANEL CLIP YASTENERB }fff}f}}}}fffff}1ff} USE SCRUBOLT 097196 (WEEN 3/8 X 1) FOR PANEL CLIP-TO-PURM CONRNECTIONS. RP0054 DIRECTION Cr ERECTION FOR NR -24 PANELS ON LEFT SLOPE IS FRONT TO REAR OF ROOF SURFACE. RP0055 DIRECTION Or ERECTION FOR H.1-24 PANELS ON RIGHT SLOPE IS REAR TO FRONT Or RDOr SURFACE. RY0059 MN24 RIDGE COVER IS FURNISHED IN 20f LENGTHS. FIELD COT THE RIDGE COVER TO LENGTH AS REQUIRED. RPOO62 Roor PANELS MUST BE ATTACHED TO AAL ROOF STRUCTURALS TO INSURE THE STRUCTURAL 3NTEGRITY OF THE Roor. THIS INCLUDES ALL PURLINS ADDED FOR SPECIFIC LOADING CONDITIONS. ETC, ENOUGH PANEL -TO -STRUCTURAL FASTENERS, CLIPS (IF MC-24/CHR-24) HAVE BMW rORNTSHED FOR ALL ROOF STRUCTURALS. U0073 HOLE TO ROLE DnMNSION IN TEE ROOF PANEL SCHEDULE IS NORMALLY THE DISTANCE BETWEEN THE STRUCTUAL ATTACHKWTS AT EACH END OF ROOF PANEL (SEE DNG 000001). THIS MAY NOT BE TRU>Z FOR CUSTOM PANEL CONDITIONS. 60X10OXIB LRH' 1:12 DON BROWN 20# LL + 3#CLL CHICOr CA 80 IDPH MCP UBC 97 SEISMIC ZONP 3 +/ y-�Ap D:NAWING TITLE: DRNN SJNARDmI �ws��rw•em�ee� uo CHK! ROOF PANEL mmma m3G: �a DA19CN DRKWINt3 ®02`082051-07 00 w. l NALt - (63303108) On PRO. 1061167 --- NAM ADAPTER (630314) 8ER DNO. 1001167 -- TORR T-30 SSLF-DAYLL3M BCttt11 (097364) (11-0. O.L- DETAIL E401 RA -44 ROOF PA= PORm OR EAVt BMT ALL I ExmnALL :FT WITH SD(=14 ROOF I DETAIL ES02 GABLE Olt DRANINOS 103413 4 106713 FOR COTTtR INSTALLATION rXR ODPPORT 007`rtR SOPPORT TAD (630001) I(- MO= - (630309) --- SXE D. 1.1 0 .1 01 NO(096306) OR= NAOIDiIt. ftAI.T. ADAPTER 1 �-1. (630314) ROOF SER D110. 1001167 XAvX CL08 TORI T-30CDTITJT (63.170)0 SRLF-DR3LL73i3 BCREN (097364) (11-0. O.C.) TORX T-30 BXU-MXLL3N0 SCREW/ (097364) (41-0. 0.0!) STmm BOEDOI = PAM SDADOwnL 5MMINALL PIR7,14 ROOFGUTTER DETAIL M149 W. 1 REYI81OK NO. 1 1 pROOUCT OF TI(E RtTIT.npts PROSlCrr a►sa1 <� BUTLER N A N U F A C T U R! N G -Eya`-s1.�0 H'QATH VALLEY d(y ON BROWNCOMPANY ORQFP eNGINEERING CHICO, ClA CHICON CA rneam �' COJERAL FICES-(.4MS CITY. 6(1SS0U(ti SYSTEM OF 1IRLDIHO ORDER =V'=PTIONI 6OX10OXIB LRF 1:12 20# LL + 34CLL 60 MPH EXP B UBC 97 SEISMIC ZONE 3 ROOF y d ,y �..,,"w awwi l•,,.:}it.•♦"1'��:t�.x.w�:t!S::Y+�/.��/YhTMr C+�.1.,.+4.i..::x Ii-Y�1.'Y�.l.•-�:'itS.-_t✓:i�tWiwYfi4i`.s;��n ♦_rates.++ -raw'.. ti.i J'.--Yi1.jY .... a.. a.. a1 e... c.. .. :gin u !I 9■ !T L 1IRLDIHO ORDER =V'=PTIONI 6OX10OXIB LRF 1:12 20# LL + 34CLL 60 MPH EXP B UBC 97 SEISMIC ZONE 3 ROOF EDGE OF ROOF DETAIL SBEET tJJAYq c 034763 EXP. 9/30/ 03 OF C A\-\� DRHt OJilARDER I ENOL CR7(t JDATXx 03/78/01 DRAHIt60 HUMERI KV. D02 -082051-07,h 00 Alf I- 17 is =11!i7 y d :gin AANI310 TITLEI EDGE OF ROOF DETAIL SBEET tJJAYq c 034763 EXP. 9/30/ 03 OF C A\-\� DRHt OJilARDER I ENOL CR7(t JDATXx 03/78/01 DRAHIt60 HUMERI KV. D02 -082051-07,h 00 Alf I- 17 is =11!i7 I 11 C iii 1 41-0 ovsuwe-0 U ' w wase *9► 1 �w QrD117 I » m 1/ N m + 4 ♦ ♦ 1 1 17 1 8 00{26 1 17 `• 1/ e 7 1 0012660 0 -1135_" 4-9 18 7/1 M 1-1 � 5-11 16 0042M 00421 1/e MORA 1. YnD MOT RMAW 1MOK 0== w Mo 0Oa1 AT FW" IPLM 7 ) — SJHARDER 4 SJNARDER KNEE AREA DETAIL _&-082051-11 T±A_RT 196-5/8 (WORK PT TO WORK PT) -� —. 88-1/4 BB -1/4 EW—ROOF BE,14 I 1A-29 1, . C4 . 100 MOT ROOIRIID 1101 EltiOID OT 73 00511 d 11/..•'!0 lIIYCa. JJrlArcUL11 SJHARDER I-1 FIN—W TT EW INTERM POST 1A-29 s-26- OV39640 N N I llf 1101 Q71' Ma mom IM, MG fannM Mo.10 EW CORNER POST SJHARDER 1A-29 240.7 SJHARDER 3-28-02 -002051-1 FRN -PART Q OV39838 • 117 ti REVISION NO. 1 REVISION NO. 2 RODUCT OF THE PRODUCT BUILDER.- PROJECT: BUILDING ORDER DESCRIPTION,, DRAWING TITLE- - DAM i' 60X10OX18 LRF 1:12 ORp1q'" DRWN "n BUTLER MANUFACTURIN ® FORDER NORTH VALLEY READY BUIL DON BROWN 20# LL + 3#CLL FRAME FARTS C0MQANY ENGINEERING CHICO, CA CHICO, CA 80 MPH EXP B UBC 97 DRAWINGME= 67: at�1n cri GENERA. OFFICES -KANSAS CITY. MISSOURSYSTEM SEISMIC ZONE 3 ' •.. •!w.. �":`:',:N.�#.7,.'-,+s�aR%1?r.'�w`rry ��:'Vf:P"':`.f+!e4.Yye.�rA "i1YtL. M'rY.rt'ir• .i A.. Y. rd. M9.aa..bl: .r s.!; Y... .K -AYE:'.!. .:Yv✓3. 6.iYtvrot�-M a.{1..: ::.r..._1 M_i`Y1, _i .6i.. rK..] .. , W ..ia#—r+...rv..w.=.s-.s+n-w c1;t7 � � - Y w DRW: SJHARDER ENV: CHK: DATE: 03/28/02 DRAWING NUMBER; REV. ® 02-082051-08 1 00 I 2 i -Igo-1/8 RK —�� (WOPf M WORK PT) 88-1/4 N tIV]9612-0 1/ 1 OJJN6JI. OI N t Slit p L N m ry t� ♦ t I o OD]610 t/ - N 3 s! A, HAMMERHEAD GUSSET DETAIL REVISION NO. i w"51 1. M6q MAY IK^XWU "MMV_W= W WO i 1 d RMX VUOM ♦ . r,: ni. _ .n s EXTERIOR COLUMN - SJHMOER �1D-29 300.6 WHMIDER 3-�26-1 082051-1 FIN -PMT �113 1 W3963X 1 m �mad II i.. V=sa IIm11Mm. VIIOR RUM Of RO mm AT ""VU=z ''Crcarcan S"MMER CM GM Muu o tato A m'M I 3 - 1'/IDOI PQ KIMmI i1NICX !M SLI! MAIL - 1 SJWDER 639.4 SJFWiOER KNEE AREA DETAIL 062051-1 I FIN -PMT PRODUCT OF THE BUILDER: PROJECT: C�lf'LI �.QR BUTLER MANUFACTURING ±® NORTH VALLEY READY BUIL DON BROWN COMPANY ORDER ENGINEERING CHICO, CA CHICO, CA GENERAL OFFICES -KANSAS CITY, MISSOURI SYSTEM I BUILDING ORDER DESCRIPTION: 6OX10OX18 LRF 1:12 20# LL. + 3#CLL 80 MPH EXP B UBC 97 SEISMIC ZONE 3 ROOFNOWEAMM00 VAY 6Y C 34763 m EXR 9/30/ d- - I. V,, � F CA�`rr0� TIn.1=: FRAME PARTS DRAWING DRW: SJWDER ENG: �®1tllttst �®� CHK: Da1TE: 03/28/0 ORAMNO NUMBER: REV. 02--082051-08A 00 i �� I y •�4 V .NIL � 4Qq' Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538.2140 FAX SPECIAL INSPECTION NOTE Special Inspections — Uniform Building Code section 1701: In addition to the inspections required by Section 108, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Duties and Responsibilities of the Special Inspector: I The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. 2 The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3 The special inspector shall submit a final signed report to the Butte County Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4 The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him, so inspections must also be made by the Butte County Building Division 5 Any change in special inspection firms made after permit issuance shall be approved by the Butte County Building Division prior to the new firm performing any inspections. 6 Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special Inspection ys required for the following items: ❑ Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). O- Structural Masonry High Strength Bolting ❑ Welding ❑ Bolts installed in Concrete ❑ Other: Name of Special Inspection company: �� �/"�� �j�ovp .tip!C, loft CD1' FIRE SAFE REQUIREMENTS / 62--Co3o ��� �)cl � AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards ff�j 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds.. [} 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius rl+ 1. No roadway shall have a horizontal inside radius of curvature of leas than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. ff4 2. The :Length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. L\4 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. I 1.270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3•, ,;(e -o c ---?� 4 &gewd 4,J AP # PERMIT # NAME LrC] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but 1 less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�1 2. The gates must be located at laast 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. l] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modifi,.ation 1276.01 Setback for Structure Defensible Space. [xJ 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Dispcsal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammabl vegetation and fuels caused by site development a. construction, road and driveway construction and fu.. modification shall be completed prior to completion of road construction sr fi_ial inspection of a building permit. Page 2 of 3 4f - 0 (--7 0_,)__fO3O &A0,jfj / �ej AP # PERMIT # 'NAME Other Reauirements [ 1 1f Building Setback is 15 to 30 Feet: —Class A or B roof - Enclosed eaves [ ] if Bui.ldina Setback is Less Than 15 Feet Choose any 3,of the following: - Metal, or no, doors on side toward property line with insuffi- cient setback - Class A or A roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 101 of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Bute County Fire Department approved materials [a ."-2-©z- Date Page 3 of 3 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Non -Residential Construction Requirements RAPORTANT This set of plans and specifications MUST be kt;pt on the Job site at all times and it is unlawful to make apes changes of alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship ,nail be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code !1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) GENERAL REQUIREMENTS • Exit doors shill swing in the direction of the path of exit travel where the area sewed has art occupL Joad of 50 or more (Uniform Building Code section 1003.3,1,5). • Utriform Mechanical Code section 307.3: Mecltameal equipment in attics shall bl- provide with the following: An access opening large enough to remove the largest piece of equipment, but not less than 30 inches by 22 inches. An unobstructed passageway which: Is large enou,n to reprove the largest piece of equipment but not less than 30 inches high and 30 itches wide, In no more than 20 feet in length when measured along the center line of the passageway from the access opening to tine equipment, and Has continuous solid flooring not less that 24 inches wide throughout its length; and A level service space at least 30 inches deep and 30 inches wide located at the front or service side of the ;uipment. • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C) • Floors and was in Water Closet Compartment and Showers (UBC section 807). • Provide safety glazing in all hazardous locations (U,B.C. section 2406). • Full access to the disabled must be provided for the specific area of remodel, repair or addition, Additionally, 20%0 of the cost of the project must be invested in access features for the existing area of the building. • UBC 1133B.8.5 Detectable warnings at hazardous vehicular areas, If a walk crosses or adjoins a vehicular way, and tate walking surfaces are not separated by curbs, railings rt other elements between the pedestrian areas and vehicular areas, the boundary between tine areas shall be defined by a continuous detectable warning which is 36 inches wide, • UBC 1117B,1 Water Fountains (Drinking). In new construction, where only one drinking fountain area is provided on a floor, there shall be a drinking fountain that is accessible to individuals who use wheelchairs in accordance with Plumbing Co..te Section 1.07.0 and one accessible to those who have difficulty bending or stooping. This can be accommodated by the use of "hi -low" fountains, or by such other means as would achieve the required accessibility for each group on each floor. The water fountains shall be located completely within alcoves or otherwise positioned so as not to encroach into pedestrian ways. The alcove in which the water fountain is located shall not be less than 32 inches in width and 18 inches in depth, • Stairways -- UBC 1133B.4,4 Striping for the visually impaired. The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2 inches wide placed parallel to and not more than 1 inch from the nose of tine step or binding to alert tine visually impaired. Tire strip shall be of material that is at least as slip resistant as die other treads of the stair. • Electrical, mecicurical, and plumbing construction (not plat reviewed) shall comply with tare current editions of titc. National Electrical Code, Uniform Mechanical Code and Unifornt Plumbing Code. Page 1 of 2 Owners Name: 1"Ye)U9r-) Building Farmit Number: D'Z --10 Plans Examiner. IA , G4 -tri . LONGFELLow LUMBER CO. INC, * Quality Truss Design Roof & Floor Systems (800) 678-01'.12 (530) 893-0112:9 FAX (530) 893-0140 89 Loren Avenin ' Chico, CA.. 95928-7434 'CO WITH O v1, YTWN3 A3 NOTED Customer. Jib N .cry for cental JmPlls,t^^' i "qt 4e.jen con:e't and cane"al ©�iI A �a y anca with Ih� intormaticn giian Address; roto �q"t d°a""d�' My action Alpine Engineered Products, Inc. the requirements p �` aloe plerx eni edoeNfcetiem. Cern Christian W. Chappell tactor: r=r =S' tut Is 8351 Rovana Circle N. ra tib+ w, &*wI no wbteh "I Sacramento, Cfi, 95828-2522 C7 4 oeefimrl .� oerrMw t+y Co* y e�Sheraki om!ro. (916) 387-0116 mace ww tt0 qM of consttue' ICBG -ES Report 5352 titre» ewr"Imtit of hk +9th wit? ttut # oM low trod% end satisTOM - ho kV M of his rorjs AN: N sri1T B. HUTON Architt t Timber Products Insp& 0 115' UEPA� RW- e ; P,O, Box 20455 PortIc-nd, OR 97220 (503) 254-0204 """ .LGNGPELL®W LUP.1[BER CO, 1NC. Quality Trussbesign , Roof & Floor Systems (800) 678-0112 (530) 893-t1f? - PAX (530) 893.0140 i 89 Lore.", Avenue Chico, CA. 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal Is to supply superior quality trusses. Sensible truss designs, the best available lurber and exacting workmanship are the key ingredients of our quality control program. (Once trusses ar lve at the job site, quall(y control becomes the responsibility of the builder) rnr best results we suggest: L''a0'S DON'TS 0 Do review your field copv of truss engineering for important bracing, Q Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) 0 Do review the HIB -el' Summary Sheet's recommendations for handling, installing and bracing of wood trusses. Q Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially In hot weather, wri recommend sheathing be applied over as much of the bIlIdlnq as possible before installing outriggers and gable -and siding. , Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow Immediately. 0 Do secure tails with fascia board, In recent years, the production of lumber from second -growth Umber has resulted In an Increased tendency :or unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters, L] Do call' honUtollow if you have questions or need additional Infonnallch. ❑ Do Not cut or remove plates. 0 Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. 0 Do Not make field repairs without written, approval from Longfellow Lumber Co. 0 Do Not load HVAC units, solar equipment,, fire sprinklers, etc, on trusses unless truss engineering has been designed to accomodate the specific point loads, 13EFORE INSTALLING: ke certain truss sequences and end -for -end orientation are correct. COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, HVAC equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be requirecb Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire spriul.it -s are required in avis structure. The following parcel map requirements shall be met: ED All structures and equipment including overhangs small be clear of all easements. All setback's shall be as shown on the approved site and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Exnansive soil may be encountered on this site. This condition may require the foundation to be designed by a. California registered engineer or licensed architect. Page 2 of 2 Owners Name�t2�t�r1 Building Permit Number: O'Z.-- LID -30 Plans Examiner: •M . C,. ii l ' 1 RIE ENO DETAIL 51RO`tGBACK (NAIL 10 LEDGER 12' O��DRACE (GRACED AT 55' D.C.) THIS DW.* PREPARED FRU" COHPU(ER INPUT (LOADS 6 DIHENSIONS) SURHI MIL Dr TRU55 Mf R. ROW- HAIER1AL�` LEDGER (Nhll HAX. LEtt�(i H WI111GU1 ORACHIG IN1 Y/ STRDMACK OP,AFE IS) (C) TO VERTICAL 113tk1 OUILOOKER 6-7.0 W12 -10d (AILS) -GAOL GAME EIIO -^---- 13-2-0 2X61 IAGIXIAI ACE (H ) IK) SPACIM FOR 113 - 56.0' O.C. 15-0r7 15.6.0 4'd5 7-0-0 REFER TO SltPSCN CATALOG C-9411-1 FOR 1 7-6 0 � SS PRODUCT AITACHINENT SPECIFICATION (ATTACH 2X LLuGER CTiYIIRI A35 IN FI DIRECTION TRUSSES �SIPONGGACK lPl) BRACED AT 55- D.C.' (C) 1x4 C0111111001IS LATERAL ORACHIG FOR ISI) tIt) 2X4 F.L. OR H.F. 12 OR GRACE (STROIWACr,) MCHOER LONGER TITAN 72'. ATTACH AT HIOPOINT OF EACH GRACE tN) (G) BTR STRONGOACK BRACE 7/2-0d CCIA11IOt1 HAILS. JT0 24- MAX rte^ / uaBLE I (S) OUILOOKER IN ) PEAK PLATE TO HATCH 11MICIfl MISSES. 110IE1 CIIOROS 10 BE 2X4 FIR-LARCII 12 A111. CSI) SPLICE PLATE 10 HATCH CENIO1 TRUSSES, HOTS• THIS DETAIL HAY BE 4SEO FOR (1111 ICEL PLATE 10 HATCH COMIM TRUSSES, TRUSSES WITH PiTCi1Lt) O.C, ALSO. (0) OPTTDII TO WEB FLAMIGI USE (3)-2' MIRE S1API.ES (0.072 OTA./15 GA,) PLATE HAX. VCB LENGTII TDEMILEO TIMJ CHORD 11110 WED 6 IIIRU L'ED INTO CIIORO OH ONE FACE IX3F '^0-0 FOR A TOTAL OF 5 STAPLES. 011. _2X4+ O -I -O ISI) L (Hi) MUST DE PLATED. _ _ (G) GABLE EIA OESIGH BASED Otl 75HPH WIND :IA It 13.4-0 LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN Helulf. PI1.T TYP., Have TPI -9 5 R Design Criteria: TPI.95i --YANNINO-'-INASStl AlOYIAI t%IN(N( CAII 11 IAIAICA' A1101, NAM N0, SNIPPING. COMPILING AND SA ACIM I AMA to 1111.11 (NAN.LIN4 iN1lAlltN1 ANO IlAl1A01. I.ILIfnt1 1Y f►1 1 3{ 11 A11 1-- t.ft Plitt. 111 1'OAOF 10 OA., I.ItI 100, NApItOA, 111 (1111), f0A fAPgY ►AACIICU fAlOA 10. ® I— 1(ANOAMIIO ,It Fvottlo. YA 01CAI(0. IOP CN010 111At/ NAtl ►AOPIDIV AltAtNto ---I 114NMYNAI 1AIM. 1oltON 0010 SNAIt 001 A IAOIIALY MACHO 11110 CULINO, IMFOAtANT-- FYANISN A COPY OF INIS OISION 10 IMC INSIAIM101 COPIIACIOA. AIPIMI tM011I1A IAODYC U. IMb fNAll 1101 IC Nt61*11111, Fol ANY MIAMI PRO" INC, ot310Y1 ANY fA1lI.1 0 i ItIlO IIT INvm 11 CONFOINA"I Ni1N Ilii 0A f.....AI1N0, MANOl1A0, fNI/N MO, 1111ALtAVON " "4E IIACING Of IA.iltf. INIS MC 5101 COMfOAMt YIIM AI/SICA1ll ►AOit lIOAS OA YII (MAlIOAAI Ot3101 S►CCIFtCAII00 ►.01111N10 IY I1l AMINICAN FOA911 AMO 1A1111 AilOCIA1160) AND III. AL►INI TRUSS C01AtC10lt AAI NADA OF iloA ApN Atli 0171 /ll Y. Sftll. (iCUI AI Y0110. APPLY COIMttlkAS f0 IAIN CACI 01 IAYIS. 110 MYltft OI MPAYIft IOCAttO ON INIS 0tf1O1. /011 (IOM C01N(CIOl3 ld YAAAI MI{ 111, Ifo ANO IIJ kf. AN I1011t[A'S 3[Al OA INIS 6AANINO A/VIII ONLY 10 INC 116101 or INt 11.11 OU ICI[0 11.1 AIO .(1116( YO) 1t 1111111 YIOI IA AMY 01NU NAT, %t6 - 1 d` 014CP1 BLOCK \ �IY GRACE 3 -ICM MAILS EACII E)Ib OLITLOOI;ER CRITERIA 3,5- NAX, y TYP, IflTCIi • 24- D.C. 1.5' HAX, I 12' HIM 24- ItAX to F,L. UW1 GRADES HAX. LEtt�(i H WI111GU1 ORACHIG IN1 Y/ STRDMACK OP,AFE IS) STAIIOARO 5-11-17 11-10.0 w STIP 6-7.0 13.2-0 13 6-7-0 13-2-0 12 7-0-0 15-0r7 15.6.0 11 7-0-0 11 6 BETTER 1 7-6 0 15-0.0 SS 7-9-0 IS -6.0 TC LL 30,0 nSF REF R99k TC UL 15,0 nSF DATE 03/19/90 OC DL PSF DRW CD 112 DC LL 0.0 PSF TOT.LD. 50.0 PSF SEON - 25450 DbR.F/AC. 1,15 FRON �^ roc BROWN / ALHAMBRA avtufr,�� LL �I BROWN / ALHAMBRA avtufr,�� LL CLB WEB BRACE SUBSTITUTION ,. T -BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLS) OR IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L -BRACING; BRACING METHOD IS DESIRED, T -BRACE APPLY TO EITHER SIDE OF WED OR NARROW FACE L -BRACE ATTACH WITH 18d NAILS AT 0" O.C,, NOTES; BRACE MEMBER LENGTHMINIMUM 007. OF WEB THIS DETAIL 1S ONLY APPLICABLE FOR CIIAN„1NG THE SPECIFIED C,B SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BcIACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING, WEB MEMBER SPECIFIED CLO ALTERNATIVE BRACING SIZE BRACING T OR L-BRACS SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2Xd OR 2X4 2 PJWS 2X8 2-2X4 2X9 S ROW 2X4 1-2X0 2X9 2 Rows 2X9 2-2X4(*) 2X8 1 now 2X9 I -2X9 2X8 2 ROWS 2X9 2-2X0(*) T-DRACE. L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR DETER THAN WEB UEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DES,.N. (t) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SC60 TO EACH FACE OF WEB. SCAB BRACING; APPLY SCAB(S) TO WIDE FACE OF WEB, NO MORE THAN (1) SCAB PER FACE, ATTACH WITH 104 NAILS AT 0' D.C. SCAB BRACE IS A MINIMUM 007 OF WED MEMBER LENGTH Q(tOFESS1Q IS QRAWINC REPLACES DRAWING 679,640 IG,INSTALLING z Tr 'Gauss pyRAC LL #! '00 f1ULl CI y0 ' RLY AiiACl�CO RIGID f CONTRArt1GR. ON !!''aoN .Illi CAiING. N r ArrL1EAeLC N raaCzi AND ER401sGA V. STCE1. .119"I IC�TCs S. CTun.alCIfT LL I'Sf ,'(y to DL PSF W as o. 9 DL PSF / LL PSF T.LD, Psr" '��jF CIV14 0��\� nuR,FAC. OF CASE hf:r SPACING REF CLB SUBST. DATE OB/26 99 DRWG BRCLBSUB06BG 'ENG MLN KAR 1 PERMANENT BRACING CRIPPLE SUPPORT LAYOUT START OF TOP CHORD FLAT TO CHORD. PURLINS. START OF TOP CHORD EXTENSI NS. (SLO(TYPICAL (CONTINUOUS) EXTENS NS. (SLOPING SETBACK 01 SETDI CI TO FLAT PING .. / TO FLA" I * _1 I 1— 0-1 Al * SET BACK INTERVALNEQUALS 20. "RACED BAYATT�HEF THED� T TOpR CtiI T6 PROPER TT ATTACIIED S T COMMON TRUSSES t CALIFORNIA HIP SYSTEM TRUSSES LATHING. PITCHED AND SHEATHED D CHORD AREA. a -CRIPPLE (C), u , 'ORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP TO 10IORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FLAT TOP CHORD AOD EXTENDED TOP CHORD. USING 0 - Od COMMON TOE NAILS OR E - IOd C0.'MON NAILS THROUGH FACE. SECTION -A-A FIELD APPLIED OR DU —IN CRIPPLES CRIPPLE IN P144413 CRIPPLE OF TKI""iES SpG�COMMON /' CI ORD EXTENSION C) (TYPICAL) —SETBACK --I/1 (B) r (©) ©) (B) D (D) (D D ([1 HIP GIRDER �C) CRIPPLES SPACED 48" D.C. TYP. D) BUILT-IN FILL CRIPPLES (HORIZONTAL MEMBER OPTIONAL) Al:PlNE . SECTION B-13 BUILT—IN EILD—ICP IPPSCNIFECRPPLPACIRCAWINCO2IPE ACINGI (B) jj1 #0 4�f6�0 �'SEIUACK� SE 4{1—tiUP ENG&�EERINO FCO J11CIt TYPE USED. OTE: CO�VEVTtOjJAH RT }x'99 pAE9I�OERCf(!p('L 3 A((b CTU 1 R, EER AAOJlPTT101 U p9 TOA7DRIFFC1(SI 01pp2 gR�FOFN�//9,� LO AL PROFESSIONALrLAS A l RECA12 �G CON�N7ISNXL I RAMING. *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURATION FACTOR REgUIRED. THIS DRAWING REPLACES DRAWING CD110 IN N r/�IR c 71Nc ruwa.1411 smrPlNa. Ns n !; TC LL PSF REF A ,.I. AC IASTALL171G ANO tdACINO7, PI161. SIKD BY IP I Russ .L[SSHOIIi[4gISEI� INDICA to. qIT- CII�D SNALL IIAVC ti4� �� lye h' �y 00/26/99 40 901)011 CNORD SI L IIAVC A PgOPERLY AITACIED n161 c CDL PSF DATE Dr 1HITT bCLiGN TO 17X INSTALLAII CONT HACIpq. V DI. PSF DRWG BRCALHIPOBPG pOT pCSPONa C { R ANY DCV AT 1 d1 1HIS �—. 4G or Knaus°ii'r�9�i�cNcoiuon�"i��n�P"PiteAn.c No• Z LL ` P5F -ENG . 1ICATIOH PUA 14E Y TIK AMC �C pR a AND •Mona Ant: Hnni or ZvrA AstN n�33 cRi9 V. ssTECL * GT.LD. * PSF' call r,�cc or TRUSS AND, IKESs OTIKRVISC tICAICD 04 AV NOS S%Al A•r. 16IC acnL t1+ 11, DRAVIN6 (Na writ tP CIVI�• DUR.F'AC. . }iI(1, IL )Y sIX.ELY ron 11E An cdR`l1lCCII{{r �,/p \�' I OHCNf�ebN Ann P�R� c_ IUILDIIAi f' �� ,.Lrd ! 0'r It 14 SPACING * BRACED DAY A 3ETq BACK T COMMON TRUSSES t CALIFORNIA HIP SYSTEM TRUSSES LATHING. PITCHED AND SHEATHED D CHORD AREA. a -CRIPPLE (C), u , 'ORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP TO 10IORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FLAT TOP CHORD AOD EXTENDED TOP CHORD. USING 0 - Od COMMON TOE NAILS OR E - IOd C0.'MON NAILS THROUGH FACE. SECTION -A-A FIELD APPLIED OR DU —IN CRIPPLES CRIPPLE IN P144413 CRIPPLE OF TKI""iES SpG�COMMON /' CI ORD EXTENSION C) (TYPICAL) —SETBACK --I/1 (B) r (©) ©) (B) D (D) (D D ([1 HIP GIRDER �C) CRIPPLES SPACED 48" D.C. TYP. D) BUILT-IN FILL CRIPPLES (HORIZONTAL MEMBER OPTIONAL) Al:PlNE . SECTION B-13 BUILT—IN EILD—ICP IPPSCNIFECRPPLPACIRCAWINCO2IPE ACINGI (B) jj1 #0 4�f6�0 �'SEIUACK� SE 4{1—tiUP ENG&�EERINO FCO J11CIt TYPE USED. OTE: CO�VEVTtOjJAH RT }x'99 pAE9I�OERCf(!p('L 3 A((b CTU 1 R, EER AAOJlPTT101 U p9 TOA7DRIFFC1(SI 01pp2 gR�FOFN�//9,� LO AL PROFESSIONALrLAS A l RECA12 �G CON�N7ISNXL I RAMING. *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURATION FACTOR REgUIRED. THIS DRAWING REPLACES DRAWING CD110 IN N r/�IR c 71Nc ruwa.1411 smrPlNa. Ns n !; TC LL PSF REF A ,.I. AC IASTALL171G ANO tdACINO7, PI161. SIKD BY IP I Russ .L[SSHOIIi[4gISEI� INDICA to. qIT- CII�D SNALL IIAVC ti4� �� lye h' �y 00/26/99 40 901)011 CNORD SI L IIAVC A PgOPERLY AITACIED n161 c CDL PSF DATE Dr 1HITT bCLiGN TO 17X INSTALLAII CONT HACIpq. V DI. PSF DRWG BRCALHIPOBPG pOT pCSPONa C { R ANY DCV AT 1 d1 1HIS �—. 4G or Knaus°ii'r�9�i�cNcoiuon�"i��n�P"PiteAn.c No• Z LL ` P5F -ENG . 1ICATIOH PUA 14E Y TIK AMC �C pR a AND •Mona Ant: Hnni or ZvrA AstN n�33 cRi9 V. ssTECL * GT.LD. * PSF' call r,�cc or TRUSS AND, IKESs OTIKRVISC tICAICD 04 AV NOS S%Al A•r. 16IC acnL t1+ 11, DRAVIN6 (Na writ tP CIVI�• DUR.F'AC. . }iI(1, IL )Y sIX.ELY ron 11E An cdR`l1lCCII{{r �,/p \�' I OHCNf�ebN Ann P�R� c_ IUILDIIAi f' �� ,.Lrd ! 0'r It 14 SPACING * RAPIER W2X4 CEILING JOIST LIVE LOAD (PSP) DEAD LOAD (PSF) DURATION FACTOR RAFTER S12E GRADE RAI.11 1 SLOPE <4:1 J _UgffR %npE > 4:17_IlV rL; I :1'L CEILING JOIST t., 16 IG 30 30 I6 16 30 30 10 15 to 15 10 15 10 15 5 25% 25% 15% 151". 25%, 25% 15% 15% 1.00 --MAXIMUM CLCAR SPAN -- 2X4 #1 FL STANDARU JACK DETAIL 0-7-0 SPACING p 24" O.C. W1,5X3 UEFLECTION CRITERIA: 0 -II -0 (LIVE LOAD) 10-0 RAFTER SLOPES < 4:12 n l/240 RAFTER SLOPES > 4;12 < 12:12 d L/1130 2X4 SS FL CEILING JOIST a L/240 --11-0 IT IS THE RESPONSIDILITY OF IHE DUILDING DESIGNER AND I1-0-0 TRUSS FABRICATOR 10 REVIEW THIS DRAWING PRIOR TO CU77ING 9-3-0 LUMBER 10 VERIFY THAT ALL DA1A. INCLUDING DIMENSIONS 2-0 AND LOADS, CONFORM TO 71 -IE ARCI•11TECTURAL SPECIFICATIONS AND FABRICATORS TRUSS LAYOUT, Wi,SX3 13-4-0 MAXIMUM CLEAR SPAN 2X4 0EM—FIR STANDARD 10-2-U RL•'OUIREU II' RAFTER NOT 12-3-0 SUPPORTED AT END RAI.11 1 SLOPE <4:1 J _UgffR %npE > 4:17_IlV rL; I :1'L CEILING JOIST t., 16 IG 30 30 I6 16 30 30 10 15 to 15 10 15 10 15 5 25% 25% 15% 151". 25%, 25% 15% 15% 1.00 --MAXIMUM CLCAR SPAN -- 2X4 #1 FL 0-2-0 0-7-0 7-11-0 7-5-0 - 0 -II -0 0-4-0 10-0 7-5-0 0-9-0 2X4 SS FL 9-6-0 --11-0 0-5-0 I1-0-0 9-3-0 0-7-0 2-0 7-10-0 9-0-0 2X6_ 1 FL 13-4-0 12-6-0 IL 10-9-D 10-2-U 12-3-0 11-G»0 -9-0 L 10-3-0 13-11-0 2X6 SS FL 13-11-b 13-I-0 11-10-0 11-4-0 W 12-0-0 II -11-0-4-0 10-10-0 13-11-b O O O O O O k OATRUSS oa KLIto 9�POpCALIIOQ% .5--1& -0/ JACK DETAIL . . I IWE rev 7/15/90 nravG CD 101 ALlIA0413-UROHN oON I ALHAMBRA • ESUE7 Al olcl lP CHORD 2x4 OF•L #'1 IT CHORD 2x4 'DF -L ,#1 WEBS 2x4 DF -L Standard LATE, DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, HIS TRUSS DESIGNED TO SUPPORT 24" TOP CHORD OUTLOOKERS. ABLE AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 10 PSF. K) 2x4 OF -L #1 OR BETTER BLOCK. ATTACH BLOCK TO THE TC VIIIA H2X4 PLATES 0 24" OC THROUGHOUT PLUS HEEL PLATES AS SHOWN. 41- TIIIS DIIG PREPARED FRGII COMPUTER INPUT (LOADS & OIHENSIONS) SUBMITTED IIY TRUSS HFR- SEE DIIG GBLLETINIG01 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC Q 24" OC, BC 0 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4 V13 X 4 T� B -0-D RX4 III 143X4IJ3X4 l /13X4 (A ) r� N3X4 (A1) =� L.r �.,. P ce 6-6.0 _I �+V� 1��.._ 6•Ei-0 --1.3.0-D Over 2 Supports Re11G0 H=5.5" R411D0 H^•5,5" Note; All Plates ,tire 1,I1.5X4 Except As Shown. besi_9n Criteria: TPI STD UQC c CA 1�.F Scale -,375"/Ft. PLT TYP. IJave TPI -95 R llmpklloAvLumlGr ' NAfllllll0"• iPS1lCS R[DYIRt [RTA NE CARE[ IN PANAICAtIOp. OAp0L1A6. SHIPPING INSIAILIPG AND (NANOIING IpSTAIIIRC AND SPACING), PNFDASRAD TPI (TSU SS PLA1E QFESS70 TC LL �Q W�TC DL REF R427"32928 GATE 04/15/02 d9 Lutea AwnNq CII[D CA 75729 IT INSTITUTE. SGS D'DROIAID DR,. SUITE 101,. HADISDICAIIp 700S31CHORD SOAILFOA,jPPROPIRLT ATIAWD R I' KAtnIMIHG TIIESL f0NCT10... UNLESS CiNIPYI NC o SIAUCTUAA' PANELS. EDITOM CSPNO SHALI NAIL A PROPERIt •TTACIIto RIGID Cl MING. Q, 1-ImP Rt.�NT-4 SFURNIADTLOt ALor S PDNI11LF015161to ANY IDCTIATEOXtIRUHATNI3 AACYC I ANOT FAILURE ETo 5 B V }� DC Qi' 7 . a P sF QRVI CAUSm5R421 IEVIC 10 ALPINE n 77 Ir- 0L110 Tot 16034[, IN CONIIINARCI WIN TPI: to 1104ICATIN6, MUOLIPO, $111PPIA0. INSTALLING ANO Y' QC LL D.b PSF CA -ENO MEhi/EVIL A L P 1 N G C"AC110 DT up DESIGN Commit YIlO APPLICASLt PROVISIONS OF N01 {NATIDNAI OC316N * ; SPEC IFICATI OM PL'Il ltlllti SS THE AMERICAN IDA[ST APO PAPER ASICCIATIONI AND IPI. ALPINE TOT . LQ . 33.0 PSF ,EON 42250 [ACitLFACLVO<ATRUSSI or ANUS UMI[00 OIIItPYISlAL0C1T10 oMOEMiI ou 64. POSITION CONNECTOR%APECOMS TO s C DUR.FAC, 1.25 FROM KO ORANINGS ICO A 1. TO[ VEAL DN THIS DRAWING INGICAIO ACCEPTAn. NCEorCI TAPILItt0AAt .1 or orCRINO AI�TinSnclaml�da CA 95829 INOt�nlaptAIIT1NIANTie111CULAROSUILPIN6SS GI30p¢TA[EPOHSIOELITT DT THE "GND� EMOIDLSIGNtAIEPEA I.I. ��CA��� ,PAGING 24. D" i 1 III H ,I OP CHORD 20 OF -L #1 OT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4- TIIIS UNG PREPARED FROII COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS )IFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC Q 24" OC, OC @ 72' OC. DEFLECTION MEETS L/240 LIVE AND L/100 TOTAL LOAD. �Rj-R.B-D-D I L ---2-6-0--j —D-6-D-----'Ij 2-6-0 H,•���� I 6 6-0 I 6-6-0 13-0-0 Over 2 Supports I=5; R4559 W-5.5" `��) R-559 W-5.5" ��?s1F.1)Af�i� k LT TVP. Wave TPI 95 R Desi n Criteria: TPI STD UBC 19.5c Scale -.375" Ft. I.gMDrCIIDW IANIIINN' '•NhM111110 •+ iAYSSCS WCOUIRE EV TR[ME CARL IX FANRICAT ION. NANOLIXGOL), SXIIPIXG. IN51ALt I.. AND p� TC LL 16.0 PSF REF R427 --32D27 119T.D[gtlAYgnUqClileoCA95518 INSTITUTE.Rim TO HIS 91 ONIIFNSUjT[ 20nrANAOISOBp0Y1RAC591�95•PNf RSSAlCTT PRM1CTED By TPI IcESCPRWASS ATO Q40FE9910,LP�! '!'� D� 10.0 PSF GATE 04/15/02 PERFORMING THESE lUNC"CHf, upIESS OTX[RNISE [UDICATFD TOP CNGRU SMALL HATE /ROHat A11ACI1[U � PP • DC DL 7 BD PSF DRN CADSR�27 82105D14 STRUCTURAL PANELS, BOTTOM CMURO SMALL NAVE A PROPERLY {.TTACMED RIGID CEILING. h •t '✓'' "INPORTANI" FUAXISII A COPY OF THIS bFfIGR TO THE INSTALLATION COOTRACiC&. AL PIN[ [NGINLFREO N �, IROOUEITA INC. SMALL NO( O[ P[fPDXSIBL[ FOR ANY OEY CATION FR OH TAGS DCSICXI ANY FAILURE. TO 5R.�.A " BUILD TNF 1RCSSSH IN OONFOfNANCC NITH TPI{ OR FACRiCATINO. MAAOILIXG. SNIPIING, INSTALLING AND pp '� BC LL D.D PSF CA -ENG MEM/CWC ALPINE aRACIIIG GF Tan%$[$. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF MCS IRATIONAL OtSIGN * TOT.LD. 33,0 PSF SEON 42248 SPECIFICATION PUBLISHED BY TN[ AMERICAN FOREST ABC PAPER ASSOCIA11011) Or 71" ALPINE CCNNLC DRS AN[ MAC[ OF 20CA ASTH ABSU GRAD DAILY. STEEL. CCCEPi AS NOTEn. APPLY COHNFCTCRS TO KD CACN r CE Of TRUSS, AND UpttST OTIItRNISE LOCO ON THIS GESION, POSITIDp CONHCCTOXS ItR DR ANIIIGS LNO A•L. T11t SEAL ON T1115 OAAHINO INDICATES ACCEPTANCE Or PROFESSIONAL EXRIOFEAIXG f/y CIYq- D UR •FAC . 1.2 5 FROM AlpineCngingcicdCraMcIB; InC, AESIOI1SIBhITY SDIFI.T FOR T11I TRUSS CDNYOHlNT GCSICN StIDUN, TXE SU ITAOIUTY AND IISE 0! TIIIS V ore SPACING 24 •D" SOCTanlOnlq CA 95IFtN EDMPOn I FDA ANYE�iioiliLAA OUILOIp6 I$ CNE A[SPDNSIOILITY OF IME BUllO1M6 DESIGNER, PER co 0 I� (ALWA0413-BROWN DON / ALHAMBRA - B1 HIPSET 0' SD) r HORD 2X4 DF -L #1 ITL, T3 2X6 DF -L //1: HONG 2X6 OF -L SS WEBS 2X4 OF -L Standard ES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PNRLIoS TO BRACE BC 0 12" OC CALCULATED VERTICAL DEFLECTION IS 0.48' DUE TO LIVE LOAD AND 0,62" DUE TO DEAD LOAD AT X o 20,0.0. Al HT" SUPPORTS 0-')-0 .tArKS WITH'" WEBS. CORNER SETS' ARE CONVENTIONALLY ` r RAN.. USE SAME DESIGN FOR UNE -PLY CONMON HIP TRUS'aS 4 24,(' OC, EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSICNS EVERY 4.00 FT TO FLAT TC. ATTACH 2X4 LATERAL BRACING TO FLAT TC 0 24" OC WITH 2-16d NAILS U AND DIAGONALLY CR2', OR DIIG, BRCALHiP0699. SUPPORTHIPRAFTERWITHCRIPPLES, AT 6-7.14 OC. 145X0 143X10 ®1d3X 4 r2 11.5X4 Ta ----- 4 114X4 (Ah) 144X4 (AAI t3 L,2'G-07 THIS DWG PREPARED FRDII COIIP07ER INPUT (LOADS A DINENSIONS) SUONITTED BY TRUSS NFR, 2 Complete Trusses Required NAILING SCHEDULE: (0.131X3.0_0_n011s) TOP CHORD: 1 ROW 0 12' O.C. DOT CHORD: 1 ROW Ls 12' o,c. WEDS : 1 ROW 0 4" O.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS 1N EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THIS INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. BUILDING 01'51r'-cR IS RESPONSIBLE FOR CONVF':.iONAL FDAMING. in— 145X6 - 1,104 n 413X10 W1.5X4 UI 142.5X4 HS514 m W04 - 41590 1:4 1,)1.5X4 G �1 4 41hX4(AM1) M a .411.0" 0-0 14012 W4X4(A4) a X11' 40-0-0 Over 2 Supports R 347 He6.5" , R -3474 19.SC SCa1e-.iB75N Ft. LT T_Yn. Ili h 5tren th.14ave TP1.95 R Desi 'N Criteria: TPI 5T0 UDC OFEs70 TC LL 16,o PSF RGF RA27- 32029 (CROW I.DmIR:r ••NARNING^ 11011[1 N1001RE LITNENE CASE IA 1ABAICATIOI, NAAOLIAO. SN1/PING, INS1AllIN6 ASO T.DAG OSAG114i, N1111 TO NIP/1 ,HANDLING INSTALLIAA ASO BRACING , POBLISNLD AA 7R tRNf1 PIITC Q� 04/15/02 y71p�pAr,rcum htmGA9S928 IMSTI7YTL, SBS D'ONO1R10 DR., WITE goo. HAOIEON, NI SS/A9), FOR SArtT/ /AACITCL5 IGIOR .s •CC' TC DL 10.0 PSF DATE. PERIORNING THESE 1ONC1t011. SALES& OtNtANIfE INOICATEO, TOP CIIDRD SNAIL HALE pAO/CAIY ATTACII[a �Vy- ' S�j '�Q�''� Dpi OL %.D PSF DRil CA ISR421 02105010 �lpUt1UAAL EAN[lS. NOTION CROPS SHALL ,IAA[ A FNOR1l1 ATIACN[O AIM CEILING, B INPORTART•' fUSNISN A COLT or Tilli DESIGN 10 TN[ INSTALLATION CONIRACtOR ALPINE EAOIN(I1Ca DL' LL D.O PSF CA -ENG I1EM�C41C ppODUtfs, IMC. NNAII AOI 0[ AISPONSINLE 101 ANI OESIATIGN FRoN THIS OEf10N1 ANT IAllOA0 its [ 10 BAACIN6 CF11#3211- COIMISNO[SIOI,I, CONIgAMSOWITHAAPILICABIE PA VISIOYff0A1N04GINATICNAIIO[fIGX ALPINE SP[41TICLTION fUOIISN[D 1T TN[ AMERICAS (0o[ST AND PAPER Al OCtAS IATIONI ASD TPI. AL IN * * TOT.LD. 33.0 PSF &EON ` 42265 [ACNEFACtSGf 1AUff� AA�CUNI[ff oTAsti GAAG MV. iI1N111 SOCAICD an THISEOtsm. POSITION UO0$[CIORI I[AORS TO �M y. pWR ,FAC , 1.25 FROM KO ONANINSS IGD A.l. 1HE SIAL DN i11If OAANIOG INDICATES OISICI ShotISCEPIAS. TOE OF PAo1[I51ORAL to MIRING Cpu��di•' SPA�.ING 24.GN Alpin. P no Lilo d A 5 i aA'IOO. CON10MCtlil% ATANTI PARtICUUA BGIla1N0 IBIRUSS OTIIEFICSPONSIOILIi1 DF iH[ Ntli1011GE SoliAll lb[BION[ASEPER THIS V" ANAL/TPI 11951 i[ft ION 2, r LIT T. C fS] G 7 N U L•.1 E2 t= 0 (ALHA0413-BROWN DON / ALHAMBRA 03 DRAG GE) TOP CHORD 2x4 OF -L f1&Get. DOT CHORD 7.x4 OF -L /r'18Bet, WEDS 2x4 DF -1. Standard PI,ATCS DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3,3. (U) NEGATIVE REACTIONS) (SEE BELOW) REQUIRES UPLIFT CONNECTION, UPLIFT DUF TO SNORT TERM DRAG LOADS, W3X6 III IS DUG PREPARED FRUN ED]WEI ILII 1111`111 (LUAU] D UITit RDI URal aunnu 1GU UI IDw— I" 1 . TRUSS SUPPORTS A" TOP CHORD OUTLOOKERS AND XX PSF FACE MATERIAL. SEE GABLE DETAILS FOR ADDITIONAL REQUIREMENTS.' SEE DWG GOLLETIN1001 FOR MORE REQUIREMENTS, IN LIEU OF RIGID CEILING USE PURLINS TO BRACE DC 0 24" OC DEFLECTION MEETS L/240 LIVE AND L/100 TOTAL LOAD, 10 PSF DC LIVE LOAD PER UBC, TRUSS TRANSFERS 30.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS>>> I R-72 PLF 41=40.0-0 RR -69/-69 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 De! LDnnfenow Luml>rr "OAARIIIU•• TRUSSES REQUIRE EETRLRE CARE 1 09loroo APoIma,CidcD CA 95928 e11CRD, RCF11 n�nnn: 9n niHANUtiii iooT n ALPF.NE Alpine Engineered Produels, Inc, Smoni nlo, CA 9511211 1 -( 8-0-0 L;,. n z•e-aye ( 20-0-0 I11Ii: r Jj �jA- 11 -0-0 Over Continuous Support „tip Si {�a � ria: TPI(ST0) /UBC 19.52a CA//1/-/•F Scale -,1875"Ft IA02LIND, SAIPPIDG, IWALLIEe ARo TC LL 16.0 PSF REF R427--32826 PUB MITI Dr TPI (TRUSS PLATE �rp,OFESSlON� 1,. rOA SAfFTT "ACT, PRIOR 1D EDDA IDi1,AtI TIME YD PROPERLY ATTACHED �,; ,��., y9 Eq. TC DL 10.0 PSF DATE 04/15/02 ATIOq CONTRACTOR. ALPINE lNDIUEERED PF BC DL 7,0 PSF DRI!( CAUSR427 02105016 FR oil THIS OEf101q d#T FAILURE TD nAMOI InD, SX1ff DID. INSTAU IpG AND 845 DC LL 0.0 PSF CA -ENG MEM/C41r, PROYIRIDNS Of 1105 INATI OPAL DESIOp PTI ASI N.I'DNn TAPILI COMICITOAS 10 'k * TOT,LD. 33.0 PSF SEAN - 27285 IGN, FDSITIOA CONNECTORS PEA-- I FROM EAFROM KD PTAOCE Or YROFESSIONAL ENOINEERt" OUR.FAC. 1.25 CIITI,• TOE SUITADNMTT ANn ORE of Till$ SOF Ca11i or TIIE n0ILOT A a "AER, PEA SPACING 24 9' DON & DOTTIE BROWN ALHAMBRA WATER ROBER N`' R. HEATON Architect 2044. Palm Avenue Cl rico. California 95926 t i 343-8()38 (AU;A0413-11ROWN DON / %LHAMBRA - 02 COM HVAC) TOP C110110.2x4 OF -L $1LBet. IIOT CHORD 2x4 DF -L #16Bet. WEDS 2x4 DF -L Standard PLATES OE` NEO FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3, THIS UNG 1'11EI'AIIF.0 FIEU11 GUMI'Llltlt INPUT (LUAU) a iHYp,UbH .n , IN LIEU OF RIGID CF.ILING,USE PURLINS TO BRACE BC Ca 72" OC DEFLECTION MEETS L/240 LIVE AND L/.180 TOTAL LOAD., 10 PSF 0C'LIVE LOAD PER UBC, TRUSS SUPPORTS 240# MECH UNIT; UNIT CENTERED AT 20.0.0; SUPPORTED BY TC; UNIT WIDTH 2-4-0; SUPPORTED BY 3 TRUSSES, 412-SX4 6 415X6 W3X6 411.5X4 143X6 W2.5X4 143 .5X4 iq 4 4 412.5X1 = W3X41u 143X6 is 4!2.5X4 z, W3X8(A1) ae 143X4=_ W3X8(A1) z� 2L 6�'tl•1 I` [ La _Ai 2 I -u- t 4-12 8. 7.2-8 8_5_"]4 i` 7.0.2 T 7-0-2 7-2 D-5-14 20-0-0 _l 7.0-0-0 _I �- 40-0-0 Over 2 Supports —�'I Rp]530 I1=5, 5'" R-1530 11-5.5" un TPT-nr%R Nasion criteria: TPI(STD)/UBC ig G""�'�"�"'•"' ORACI14. 1[1111 TO HIO.91 ULNANDLING IOSTALL1114 AND OWING), FUULISHED OY TPA ❑AU5S PLAT[ Pu • ,.• j 89 LGtn1AY000t, (:111tH CA 73929 IrySTITUT[. 5a) D'O QFRIO DR., SUITE 200. MAOISON. NI S3119), FDA SAFETY PRACTICES PR 'MORNING 11111[ FUPCTIOKS. UNLESS DTNESNItt INDICATED, TOP CHORD SHALL HAVE PROPIOR 10 ERTY ATIACHED STRUCTURAL PA4ELS. 11011011 CHORD SHALL NAY[ A PROPERLY AITACHE3 RIGID CEILING, y 5 / •'IMPORTANT"" FURDISN A COPT OF T11IF. DESIF11 TO 799 1P91ALLATION COHNINACTOR, ALPINE (flat"[UEAEO ,y PRODUCTS• IAC, 511ALL VI OE RESPONSIOL[ rat ANY DEHIAT EN FROM THIS DLIIONI ANY FA I. Ta O VILI) 111E TP 05515 111 CONI DAMANCE N11H TPI1 an FAOR(CAT 144. HANDLING. SHIPPING. INSTALLING AND >1J A L P I N E TRACING OF TRUSSES. THIS DESIGN CONrUAH1 4110 APPLICAILF PROTISIGNS OF NDS IKAT104AL OtSIG4 8362003 Cf SProIF 1111101 TOPLISHIG OT THE AMERICAN FOREST AND PAPER ASS11CIATIOIM A0 TPN. ALPINE CO.MEC10gS ANE MAO[ of 2atA AST11 ANS) 011110 QALY. STEEL, [LC[PT AS NOTION APTLY CONNECTORS TO EACH FACE OF 7RU55, AND UNL'TSS OTIIEANLSE IOCATEO OR THIS DESIGN, POSITION CONNECTORS PER J, CIVIL DRA4INGS TOO kt. TI11 SEAL IN 1NI3 OR1NlN1 IIIOICATES ACCEPTAPC[ Df PNOf1f51ORAL I CINEIM104 AIp1Ta DDDInecred Products, IMC. p[a"aNSIO1LIlY SOLELY r0R NNE 111053 HP XT OESIaa SNO4n. P4 3U(TAAiIITT AqG USF OF TN110. q'c OF CAI�e Sacramento, CA 95828 COMPONENT FOA ANY PARTICULAR OUILDIIIG IS THE RESPOLIIOILITY OF It DUIlO1HC DESIGNER. PfR ARSIYTPI 1 1995 SECTION Z. S� —4h.8-0-0 A , CA/ -M -/-/-/F Scale -.126"/Ft. TC LL 16.0 PSF REF R427--32025 TC DL 10.0 PSF DATE 04/15/02 BC DL 7.0 PSF DR41 CABs9427 U105m3 BC LL 0.0 PSF LA -ENG MEM/C41C TOT,LB, 33.0 PSF_ SEON - 42274 DUR.W . 1.293 FROM KO SPACING 24.0" �� I ��,� l ..... ........w-.-.. ,..�.... \� �__.,� .....».. ..,..-...,._... .� r...... ,..-...,__,_._-,-nr».,.. ,u, _.�.. �..... —.._.-+air Y+ +.�--I�� .a.a-..e u...� CERTIFICATE OF COMPLIANCE (Part 1 of 2) ENV -1 PROJECT NAMEIMMUNE L?�tir �p r-f't� ia�. aw,v - �� fV1 �� tN�► c-6� DATE -z PROJECTAap55 RE 'T - o t co QA Bustling Psrmd # ChoOad byi0ata En(arcwm tApancyUse P INOIPALDE.SIGNFJ2•EHNEL PE za�; TELEPHONE 0 UM TATI{O.µy A�UT^HO�R 1 / ! t�i/Pf Ili TELEPHONE 343 .. �Q �j GENERAL INFORMATION DATE OF PLANS 0.2_ BUILDING CONDITIONED FLOOR AREA 7 _U CLIMATE ZONE l / BUILDING TYPE NONRESFOENTIAI. ❑ HIGH RISE RESIDENTIAL. ❑ HOTEIJMOTEL GUEST ROOM PHASE OF CONSTRUCTION '14"NEw CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ UNCONDITIONED (rile aflidwit) METHOD OF ENVELOPE XCOMPONENT ❑ OVERALL. ENVELOPE ❑ PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications need to comply with Titie 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the documation is accurate and complete. The Principal Envelope Designer hereby certifies that th proposed building design represented in this set of construction documents is consistent with the other m. mpliance forms and worksheets, with the specifications, and with any cther calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained -in sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or mechanical engineer, or I am a licensed architect. ❑ 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for Its preparation; and that I am a licensed contractor rforming this work. ❑ 1 affirm that I am eligible under D•aision 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737,'. (These aecttons of the Business and Prates.. i§ "r d`nrin nrn nrintarl in fug in iha Mnnroairianliol Unni.nl % J VELOPE' MANDATORY Indicate ic:,atlon an plans of Note dock forMlandatary Measures '5-I '-"7" A4P r_ A t / INSTRUCTIONS TO AP For Detailed instructions on the use of fhie and ad ,Enemy Efficlency Standa mO - compliance farms, please refer to the Nonresidential Manual published by the Califomfa Energy Commission. F.NV-f: Required on plans for ulr submdWs. Pert 2 may be lnrorpornted In schedules on plans. ENV -2: Used for all subnrlitals, chaos 3 eppropdate fort depending on method of envelope compliance. ENV -3t Optional. Use if default t< ho cry are not used. Choose appropdate form for assembly U -factor to he calculated NomasWendsl Compliance Foran ' January 2001 0� A CERTIFICATE OF COMPLIANCE (Parc 2 sof 2) ENV -1 PROJECME T NA D13 awe✓ -- .4�.a m 6 x,� OPAQUE SURFACES Conatntmtion Surface Type (ag, Block. T e wood Mew Area Wactor Asim TM Spite Location/Comments NOTES TO FrF1D "is ' Forts 3 (n_g, Suspended Fee Building Dept. YIN Refereoce Callin Demiein ata) vv -l WOOL) G ,C(o 5.W Y YL ❑ C] 1K E3 ❑ C3 C3 C3 C3 13 C3 ❑ ❑ ❑ ❑ 1313 ❑ 13 _Umonty ,lq,'Zxlo, t & FMOIZ., a%US r WOOD 12.00 AW AI/A— H R,3o 2x ZZcrF Ci>7UAt& W-12- WOO() 32-0 o, N V Itt, , 2xe , rV .0R%S[1VG tIJM-L _ FENESTRATION SURFACES Site Assembled Glazing M Check box K Building is >_ 100,000 fiz of CFA and Z 10,000 ftz of vertical glazing then NFRC Certification Is required. Follow NFRC 100 -SB Procedures and submit NFRC Label Certificate Form. Fenestration' Glazing NOTES 10 FIEW — Typ, Area Wactor Azimuth SHGC Type Location I Comments For Bldg. NpL Use Only ZI EXTERIOR SHADING Fenestration Exterior Sleds + NOTES TO F ., For Building Department Use Only Was ''„ Y.— Nonrssfdendd Comp(anm Foun l "ll =' v 1 � �l f L�Jariudry'"i0l)1 �f ENVELOPE COMPONENT METHOD ENV -2 PROJECT NAME DATE D, �2owty - �tMr �,e I LXZI 9L z WINDOW AREA CALCULATION and SKYLIGHT AREA CALCULATION GROS5 WALL AREA (GWA) �/ DISPLAY PERI - METER @P) IVIA GWA-x 0.40 PROPOSED DP x d -&— GREATER OF If the PROPOSED WINDOW AREA Is MAX/LLOWABLE greaterthan the C¢¢S WINDOW AREA MAXIMUM ALLOWABLE WINDOW AREA, PROPOSED to another method.. WINODW AREA Window Wall Ratio = Proposed WindowJlrea 8 Divided by Gross Exterior Wag Area ---1 of �s OPAQUE SURFACES ATRIUM HEIGHT I / FT F <55 FT IF � 55 FP 0.10 X D.05 X GROSS ROOF AREA ALLOWED AREA If the ACTUAL SKYLIGHT AREA is greater than the AVOWED SKYLIGHT AREA, go to anatw method, ACTUAL SKY. AREA ASSEMBLY NAMETYPE (eg, Wall -1, Floor�l) (eg. Roaf, Wall, Floor) HFji7 CAPACITY INSULATION %VAWE' PROPOSED VALUES? MAXIMUM ALLOWED PROPOSED MINIMUM ALLOWED Y N Wk G,- I 6xr,WAU, 0-¢ t21 ( Rrl3 ©,o�S ®" ❑ ❑ ®❑ ❑ ❑ ❑ ❑ 0,0e¢ WWA4,& z PGnm 41&L /4,/3 o-a&S 0,0 a -�- /1c FC�L.l 0.4- Til 30 I k-11 4,031 610S7 Wo.l..fJbo� i 13 13 �❑ 13 A 13 11 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 5 6 0.42-a,b2. o,3( o, 36WINDOW ' For each assembly tme. mem thA mGem 2 6w nr f - manim„m —f I I.hrfrr 0,3/� WINDOWS PROPOSED RSHG WINDOW NAME Window -i. Window -21 ORIENTATION UF:A=R #OF PANES _ PROP. RSHG ALLOWED RSHG Wo.l..fJbo� i 13 13 �❑ 13 A 13 11 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 5 6 0.42-a,b2. o,3( o, 36WINDOW 2 rSHHG*,,C ,S (v 04Z O,b9 0,35 0,3/� SKYLIGHTS SKYLIGHT NAME (e.g., Sky -i, Sky -2) 1 GL4zm I OF PINES U -FACTOR SOLAR HEAT GAIN COEFFICIENT WINt C= With No Curb PAntic) PROPOSED ALLOWED PROPOSED LOWED AL. . 13 13❑ hio ❑ ❑ ❑ ❑ ❑ ❑ 12 ❑❑ IP E-- .. -.. L. Nonresidential CampUarrceform Zvi' 1 " E`'h�! R�Jantr y200i CERTiFICATE OF COMPLIANCE (Pare 1 of 2) 1ECH-1 YOItl�Y®i®1�01M ii �l0 PROJECT NAMErr�� DATE r�EC,f b �`7 11 /o �NT N, 4 -Derr- G �P-oy\1 s AL^dAMT2,(L& WAZ�L- ff PROJ ADDRESS s °; EMOfIt/IpM'r U7t sy •. PRINCIPAL DESIGNER -ENVELOPE A(L4R-ttErT .TELEPHONE 3 3-!3036 DOCUlJAWTHH—�OZR - D(V TELEPHONED a-'��'�-CJ t�.�J i3J GENERAL INFORMATION DATEOFPLANS p�f 19 DZ BUILDING CONDITIONED FLOOR AREA7200 cumArEZONE BUILDING TYPE W.,IJONRESIDEunAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION V CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ UNCONDITIONED (file atfidavit) METHOD OF MECHANICAL COMPLIANCE XPRl:SCRIPTiVE ❑ PERFORMANCE PROOF OF ENVELOPE COMPLIANCE ❑ PREVIOUS ENVELOPE PERMIT ZWELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANZ'E9 This Certificate of Compliance lists the building features and performance specifications head to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby cert<<es that tti) documentation is accurate and complete. The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specificathns, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechan't.dI requirements contained in the applicable parts of Sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one; I hereby affirm that I am eligible under the provisions of Division 3 of the Eusiness and Professions Code to sign this document as the person responsible for it's preparation; and that I am licensed in the State of California as a civil engineer or mechanical engineer,^r I am a rcansed architect ❑ i affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person reswrisible for its preparation; and that I am a licensed contractor performing this work. ❑ 1 affirm that I am eligible under the exemption to Divishin 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described pursuant to Business and Professions Code sections 5537, 5538, and 6737.1. hese sections of the Business and Profe ons 'ode are prigted in Idlin the Nonresidential Manual. RINCIPALENVE�OPE ESIONERNAh1E DATE UC P •' D ,rZT �a, /,4�ZoN ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures 5 f e L— / VV +1- I INSTRUCTIONS TO APPLICANT a For Detailed Instructions on the use of this and ad Energy Elliciency Standairls compliance forms, please refer to the Nonresidential Manual published by the California Energy CommL-son. MECH-1: Required on plans for al submittals. Pari 2 may be Incorporated in schedules on plans. MEC14-2: Required for all submittals, but may be incorporated in schedules on pians. MECH-3: Required for all submittals unless required venftt'ation rates and airflows .are shown on plans, See 4.3.4. MECH-4: Requirsd for all prescrip m submittals. MECH-5: OpGbnal. Perhrrman o r --e only formechanr'cal distribution summary. r Nonr"dendail Car#lanca Form '= u 1 0anusry2001 MFCWICAL SY:xTEMS SYSTEM NAME _NVAC / I I I I I , N alm-'TO FIELD, I TIME CONTROL m SETBACK ISOLATION FAN CONTROL SETBACK CONTROL ZONES Was NI.N.CTRL- S*.'>n4Switch ISOLATION ZONES Enter nirnbrr of 1: Inlat Vanes HFAT P UMP THERMOSTAT? 0: Owomney C, Cookq HEAT PUMP THERMOSTAT? A10 Sartur B: Both ELECTRIC HEAT? /vo 0,. Other FAN CONTROL C: Curve VAV MINIMUM POSITION CONTROL? Al /Q SIMULTANEOUS HEATICGOL? VENMATION OUTDOOR PAMPER SIMULTANEOUS HEATICOOL? NO HEATANQCO9L UPPLYRESEn B: Air Balanoo HEAT AND COOL SUPPLY RESET? YPI Enter Design HIGH EFFICIENCY? C: Otivide AW Cart M-Ouwds Air mossum 0: Dermand Control tit Nair HEAT REJECTION CONTRC'. r, --,' I -�, IN, tftq'ul��" No �ft':-Econornimr &O'Saa, 144(0)3 Outdoor Air �M. Nota: TMs sMII !b& no,lesc than Cciwifn HI on PIPE INOULATIQN RMUIMM? PIPEVDUCT INSULATION PROTECTED? VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZERTYPE DESIGN CA CFM (MECH-3, COLUMN M /60 co=n ;EATING EQUIPMENT TYPE MAT, (:Mg HIGH EFFICIENCY? I IFYES ENTER EFF, # A10 MAKE AND MODEL NUMBER 6AWT 931 AAV 036 ObI COOLING EOUPMENr TYPE c -116w" 6. HIGH EFFICIENCY? I IFYES ENTER EFF. # Alol MAKE AND MODEL NUMBER AYOT 6'1,3 C 0 3 6 it PIPE INSULATION REQUIRED? PIPEtOUCT INSULATION PROTECTED? A 11A. HEATING DUCT LOCATION R -VALUE COOLING DUCT LOCATION R -VALUE Arn4 VERIFIED SEALED DUCTS IN %FAN FLOW CEILINGrkOOF SPACE CODE TABLES: Enter coda from table below into columm above. TIMECONMOL SETBACK ISOLATION FAN CONTROL ZONES Was NI.N.CTRL- S*.'>n4Switch H: Heating Enter nirnbrr of 1: Inlat Vanes HFAT P UMP THERMOSTAT? 0: Owomney C, Cookq Isolation L -,-m P*. Variable Men Sartur B: Both V: VFD ELECTRIC HIM M: M=W ThAr 0,. Other V MINIMUMPOSMONCONIRC) L? C: Curve SIMULTANEOUS HEATICGOL? VENMATION OUTDOOR PAMPER ECONOMIZER OA CFM HEATANQCO9L UPPLYRESEn B: Air Balanoo A.- Auto 1:�� tl Enter Design HIGH EFFICIENCY? C: Otivide AW Cart M-Ouwds Air mossum 0: Dermand Control tit Nair G! G r, --,' I -�, IN, tftq'ul��" No �ft':-Econornimr &O'Saa, 144(0)3 Outdoor Air �M. Nota: TMs sMII !b& no,lesc than Cciwifn HI on PIPE INOULATIQN RMUIMM? PIPEVDUCT INSULATION PROTECTED? -Amnciv--I cmm rn nu= im rwon sk RVAf-r±7 NonresidenUaf Compilawo Form I MECHANICAL. EQUIPMENT SUMMARY (Part 1 of 2) MECH-2 I b, kowN ---A-L.KA-M?,i2-k- CHILLER AND TOWER SUMMARY Equipment Name Efii- E ui ment T e ciency. Total Tone Oty GPM SHP Motor EiL Drive Eff. Pump Control 0*00 Nam sv% ; 35coo -- (210Mo"E DH_W / BOILER SUMMARY Ermrfly Factor Rated Vol. or Recovery S tom Name System Typo Distribution Type Qty. Input Gals Efficiency Standby Lor1 or Pilot TANK INSUL Ed. R -Val Aux EiH- kW cienc Senaible Effi- Economimr Output cien 0*00 Nam sv% ; 35coo -- (210Mo"E a.c. CENTRAL SYSTEM RATINGS Motnr � U l SiJPPL'f6 �� rU, I /zoo 0, 3 0, 6� /,0 C U I GVO UA/6- CU• t l 01_2 016 /. o Nowtsldendal Compllance Fan January 2001 HEATING COOLING r System Name S tam Type City. Aux EiH- kW cienc Senaible Effi- Economimr Output cien 0*00 Nam sv% ; 35coo -- (210Mo"E CENTRAL FAN SUMMARY Motnr � U l SiJPPL'f6 �� rU, I /zoo 0, 3 0, 6� /,0 C U I GVO UA/6- CU• t l 01_2 016 /. o Nowtsldendal Compllance Fan January 2001 MECHANICAL EQUIPMENT SUMMARY (Part 2 of 2) MECH-2 lg /0 2 VA, SUMMARY Nwwddondd Cw#lsnw Form ar�mry ' ,j • �m Iim MIEN �m� __ mm lmllwlm�=� .�■�' .�.■i.i.■ ori moi. �■■� mm W MIA== M.mm �.■� EXHAUST FAN SUMMARY EXHAUST FAN Nwwddondd Cw#lsnw Form ar�mry ' ,j MECMANYCAL SIZING AND FAN POWER MECH-4 PROJECT NAME D, 690WAI GATE SYSTEM NAME �^ /cu-/ FLOORAREA 12 -co i NOTE: Provide one copy of this fort for each rxrhaftal system when tering the Pre5crt-1ve AOpmach. — I SIZING and EQUIPMENT SE EC110N 1 1. DESIGN rONDITIONS: - OUTDOOR, DRY BULB TEMPERATURE - OUTDOOR, WET BUL'l TEi PERATORE - IMDOO,, DRY BULB 113MP iAATURE 2. SIZING .DESIGN Oi ITDOOR AIR -ENVELOPE LOAD - LIGHTING -PEOPLE -MISCELLANEOUS EGUIPMETT - OTHER - OTH ER - OTH ER (APPENDIX C) (APPENDIX. C) (1993 ASHRAE hardbook, See Chap. 0, Fig. 51 /! O cren /P. 2 q- �t /9 (Dss«m cl. /0.73 lel (D�srnbe) J ~^ TOTALS OTHER LOADWSAFETY FACTOR (enter 121 for cooling mxt 1.13 heating) MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE X OTHER LOAD/SAFETY FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY COOLING HEATING /OS 2.2 (o q r_ 5,S /S; g- 13 r 67 J'ri tp 3;51 zt23 310 F2S 7'6-! ' 48, 8 -1.7 1 KBtu I Hr KBtu I Hr 15INSTALLED CAPACITY EXCEEDS MAXWUM ADJUSTED LOAD, EXPLAIN OUaZSIZE 140ATIMG, fZGt'Z()l fU2-0 'FO/L �; q ea4PACI 7-'! FAN POWER CONSUMPTION 1 DESIGN FAN DESCRIPTION BRAKEHP EFFICIENCY IdOTOR V,.JVE NOTE: Gude only fan system oxcoeding 25 HP (ses§ 144 Total Fen Systcm Power Demand may not o=ed 0.8 watte/CFA1 for e--mant volume syawns or 1.25 Wattuam for VAV systems. Nornnsldendal Crtmpllams ram El ED NUMBER OFFANS, PEAK WATTS B X E X 746 / C x D) CFM (Supoy Fans TOTALS TOTAL FAN SYSTT•31A } POWER DEMAND Cd. F 1 WATT$ I CFM Ca. G G Jot ay 200 MECHANICAL VENTILATION MECH-3 PROJECT NAME 2DUJAl - A-LHI�m GIZA- MECHANICAL, VENTILATION i FA a E] a o RHI a o Totals (For MECH-4) = JC Minimum ventilation rate per Seaton § 121, Table I.F. E Based on m peaod number of occupants or at lw50% of Chapter 101997 UBC occupant detulty 1 Mus; bo greater curt or equal to H. or use Tm mfer Air. Design outdoor air lncWm ventilation inxn supply air system & w:hawt fans which j K Opora.'9 at design conditlorm Must be greater droit or equal to (H -1� and, for VAV, greaten than or equal to (H - J} idonresldendal CompUence Form January: 001 [C�RTIFICATE OF COMPLIANCE (Part 1 of 3) LTG -1 PR JQ ECT NArytE 1 _r(�e et2,0 VVr iii "' IV i- /p me.7m tq/,4 c ep . DATe) / O L PROJECTADDRESS Nr Lmvt: - U"+-( Co CA ..,.-... "_ PRINCIPAL DESIGNER-LIGH71 TELEPFIONE l �' audWng,P3.attM» 005 MEN A O THOR TELEPNDNE .y '� , �, . ionJ - e0. a { Enfucem®rA'Agwicylfn r. GENERAL INFORMATION DATE OF PLANS 0+7777o' 2 BUILDING CONDITIONED FLOOR AREA 7E p U CLIMATE ZONE BUILDING TYPE NONRESIDENTIAL ❑ HIGH RISE RESIDENnAL ❑ HOTEIJMOTEL GUEST ROOM PHASE OF CONSTRUCnCN VKNEW CONSTRUCTION ❑ ADUITION ❑ ALTERATION ❑ UNCONDITIONED (file affidNt) METHOD OF LIGHTING COMPLIANCE ❑ CouPLETE BLDG. b�REA CATEGORY OTAiLORED ❑ PERFORMANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of :he California Code of Regulations. This cartlrimte applies only to building lighting requirements. The documentation preparer hereby certifies lhottt>,� docun;entstlon is accurate and complete. &6eiAr 6. 1 `CW�163, -v1. I o¢//g/oa.. The Principal Lighting Designer hereby cedffi that the proposed `Iuilding design represented In this set of construction documents Is consistent with the other compl!ance forms and woncsheets, with the specifications, and with any other calculntions submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in the applicable pads of Sections 110, 119,130 through 132,146, and 149 of Title 24, Part 6. Please check one: I hereby affirm that I am eligible under the provisions of Dlviaion 3 of the Businass and Professions Code to sign this document as tha person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensz architect, ❑ 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 in, sign this document as the t erson responsible for its preparation; and thai I am a licensed contractor performing this work. ❑ 1 affirm that 1 am eligible under Division 3 of the BL•siness and Professl3ns Coda to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537,5538 and 6737.1. G . Indicate locatioi i on plans Of Note Block for Mandatory Measure INSTRUCTIONS TO APPLICANT For detalled Instructions on the use of this and all Energy ERciency Standards compliance fomes, please refer to the Nonresidential Manual published by the Cafr'fomie Energy Commission. LTG -1: Required on plans far aU submittals. Part 2 and 3 may be Incorporated In schedules on plans. LTG -2: Requited for all submittals. LTG -3: Optional. Uses only If lighting control credits are taken. LTG -4: Optional. Part 2 and 3 and LTG -6 are opt;onal if Tailored Method It used. Nonrwidendal Compliance Form Je *y 2001 v PORTABLE LIGHTING WORKSH;EEET (Part 3 of 3) LTG -1 PROJECTNAME Dr $ R.otnl►j " AL1+,4,M P(2,A °Aoq iq lo -2--7 TABLE 1A— PORTABLE LIGHTING' NOT SHOWN ON PLANS FOR OFFICE AREA > 250 SQUARE FEET A B C D ROOM # AREA I OR ZONE ID DEFAULT S TOTAL WATrS B X C �E C 0.2 02 02 02 02 02 _ ITOTALIS TABLE 1 B — PORTABLE LIG;MNG SHOWN ON PLANS FOR OFFICE AREA > 250 SQUARE FEET G TOTAL WATTS C X E I A I B CRE F POOM # I OR ZONE 10 PORTABLE LIGHTING DESCRIPTION(S) PER TASK AREA LUMINAIREfS)--[----- WATTS PER TASK AREA TASKAREA 5 NUMBER OF TASK AREAS TOTALAREA. (SF) D X I _ I 1 � I TOTAL TABLE 1 C — PLANS SNOW PORTABLE LIGHTING I' NOT REQUIRED FOR OFFICE AREAS > 250 SQUARE FEET ROOM # TOTALAREA Designer needs to provide detailed documentation that the lighting OR ZONE ID S level provided by the overhead lighting muets the needs of thn space. The detalb, include luminalm types, CU, and mounting locations relative to work areas. TOTAL 1 rrrimo��.n��mru. BUILDING SUMMAF:Y--PORTABLE LIGHTING TOTAL AREA BUILDING SUMMARY (SF) TOTE, WATTS (FROMTABLES 1A+1B+iC) (FROM TAL 113 1A+1 B) BUILDINGTOTAL ¢��—� 9c`� Norrusdentraf Complance Fam Enter on LTr3-1 Md Z Porghle Liglttyx� 4/ (Part 2 Of 3) LTG-1 CERTIFICATE OF/A fC®NIPAiLIANCy�^E PROJECT NAME rel 0 `0 /v — AG-NA147 1590 , /LIGHTING oATiO¢ / Iq /D G INSTALLED SCHEDULE LA&IPS ULLA5T L.uminalre TOTAL WATTS Name LUMINAIRE Type No. of WadsZ%Pa No. of No. of Watts/ DESCRIPTION DESCM"ON Lamps Per Lamp DESCIZIMa t Ballast Lamin. Lanila. F4-5o4 , 3 32- 45 /,-5- /s- /02 /530 2s Cu00111. 2 3,2 E /,0 g Uel gq.¢ G /NC,4/1//-) 1,Aj e4NU, / /CIO -- — ! / n v / OC) If/�s S l •25� -- l/ 25� Z%SO Lighting Schedule on Plans Shoves Exterior Lighting Meets SUBTOTAL FROM THIS PAGE Efficacy and Control Requirement of § 130(c) PLUS SUBTOTAL FROM CONTINUATION PAGE ❑ Control Requirements of § 131(r) PORTABLE LIGHTING (From LTG-1 Part 3 of 3) LESS CONTROL CREDIT WATTS (From LTG-3) ADJUSTED ACTUAL WATTS � `%2•`� -t`3` 147 -&- BOG 3 MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION Moom #1 I CONTROL 1 ___ oP, I CONTROL TYPE Time Swk�t, }PACE //idc,�ae swrrc' tare C -1 Lr4719 NOTE TO FIELD oaf' CONTROLS FOR CREDIT CONTROL L, :ATION CONTROL CONTROLTYPE IED NOTETO oam # or !est. §L uwo® NOTES TO FIELD +- For Building Department Use Only NonroWantlal Compdanee f -cum p 6 u'+,lahuary 2001 LIGHTING COMPLIANCE SUMMARY LTG -2 PROJECT NAME OATS D, 6ROWAI ALMAMP-'>O -A 9 tl /02 ACTUAL LIGHTING POWER LUMINAIRE NAME TT— DESCRIPTION NUMBER OF LUMINAIRES WATTS PER LUMINAIRE (Indudin Ballast) CEC UE:FAULT7 Y N TOTAL WATTS A 13 rL)G c Fc.o an -c -s c, 5 0 "p [2 �" ❑ L ❑ ❑ ❑ U ❑ ❑13❑ ❑ l5 B G rNCAA/D(sc. ( loo /00 i+ ps I I a 60 a7SO SUBTOTAL FROM THIS PAGE PLL,3 SUBTOTAL FROM CONTINUATION PAGE PORTABLE LIGHTING (From LTG -1 Part 3 of 3) LESS CONTROL CREDITWATTS (From LTG -3) ADJUSTED :,„ iUAL WATTS �] q� O ALLOWED LIG.-ITIMG POWER (Choose One Method) TAILORED METHOD Nonmsldondal Complianco ram 7 z„ 0 1 TOTALS AREAI WATTS ,vTAl ALLOWEowArrs (From LTCr t; u' January 2001 1'htsi�satety alert symbol is used: to attract your attefttioni p.ERSONiAI.SAFTISINVOLVEDt When yoU� see this aynnboi r SECA.rAP- i1LERT • NEED'Fr$ a1pU17CIN P�CAUTIaN'Jitentl�e#�Sa};eoptyrutfngprls� Ai!�' a grin�icates u►t�rfi d►ffitlifi9�i5lldt°could result IlfS , s o nsinji yip, darr�age to strattlres. HIB -91 SutbMary Sheet COMMENTAWi and RECOMMENDA (IONS for HANDLING, INSTALLING & BRAC!'NG METAL PLATE CONNECTED WOOD TRUSSES 11 /i Brie an ibilityofthel Mall r(bLiMr.bull(pyt_rofraclor._ltensadconWjilar. eremororeroctldn contractort to dmdarty recelr e. unjQg more: handle. Install and brace metal plate connected wood tntssos jg" Itect file and orooerty The installs, must exercise the same high dog reo of s5fety awareness as With any other structural material. TP I does not Intend these recommendations to be interpreted as superlor to the projectArehitect's or Engineer's design specification for handling, installing and bracing wood trusses toraparticularrooforfloor.These recommendations are based upon the collective experience of leading technical personnel in the wood truss '.: i`''teksuilc'or�buildingagttiraaridjcehssd; alts. ;grsctol� tit` ereetiort e�sntt�t;tor is ltd to obtain and read ft entire'lioo�let "G i l • Dentary and Rgg bomgndations'for Handily, ".16.; . stalling & Bracing MOW P19te Conniwtod Fogel Trusses, H113,91 ffom thoVuss Plate Institutc i />.AA t(ilifiFtfi-NGS" ,UA�1�N ti�r q a r and tic�Ptt whetr,�iit�rs,�o>fbll tr�sT,� iQ�idal�d►,eiR�i l b , , s�evgre i� o1d� ,1.'c"i a���g�es q'�st►►�c'�s; . , TRUSS PLATE INSTITUTE 583 D'Onofrio Dr„ Suite 20U Madison, Wisconsin 53710 (600) 833-5900 Industry, butmust, duotothe naturoof responsibilities involved, be prosenledasa guidaforthe use of aquatified building doeigneror installer. Thus, theTruss Plate Institute, inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright 0 by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written peNnIssion of the publisher, Printed In the United Slates of America. supported ooblockhiq-App�,Ovo tonotsivo lateral 'kbili�t Ad od fled &vi to 11- Moll V4 "Ji WARNING* Do,"10taitt0#0 Olt#� to the Wdb MbMbers. MECHANICAL INSTALLATIgN Agr6oi:-a r6 as i. Approximately Approximat ly true, I/itrusslangth 1truss '/� length Tag Truss spans less than 301 Tag Lifting devicos should be connected to Strongoackt Line Line the truss top chord with a closed-loop Spreader Bar Spreader Bar attachment utilizing Materials such as 101 slings, chains, gables, nylon strapping, The In Too In etc. of sufficient strength to carry the Eiroxwelghtofthetruss. Each truss should be 1� set In proper position par the bulldin imately --- A designer's framing plan and held with. pp Approximatery-­1 the lifting device until the ends of th 2/3 to V4 truss length to 2/3 truss length truss are securely fastened and tempo Greater then 60' Less than or equal to 60" 1 *\ Tag rary bracing Is Installed, Line Tag Line Strongbacid oprvAuur our, Spreader Bar To. In Too In At or Leau than or equal to 60' Lind Lesu man or a uai to cu :Lin'e ' Liria " a .a I.=ate'' $4firfy SMm." B 8 GROUND BRACING: BUILDING INTERIOR �. r I tful gtoUff GRtJUND BRACING: BUILDING EXTERIOR Frame'9 ' w of braced e tz 14 or greater PITCHED TRUSS TOP CHORD TEMPORARY BRACING MMMUM SPAN PITCH TOP CHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE SPACING(DSJ #trusses S PF F t!to 32' 4/12 7 20 15 Over32'-46' 4/12 6' 1J 7 Over 46'-60' 4/12 sAp` d 6 4 A 0 'f PITCHED TRUSS TOP CHORD TEMPORARY BRACING MMMUM SPAN PITCH TOP CHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE SPACING(DSJ #trusses S PF F t!to 32' 4/12 6' 20 15 Over32'-46' 4/12 6' 1J 7 Over 46'-60' 4/12 5' 6 4 Ovor60' Soo o re Istered rofosslonel engineer • Note; uenorn cnom a weu mamoar wmrw—y wyuuvv —1.1 •� ••••- �. DF- Douglea Flr•Larch SP • Southern.Plne HF+Hem-Fir SPF• Spruca•Pine•Flr All lateral braces ContinuousTopChord tapped . least 2 Lateral trusses. Required 10" or Greater Attachment �Cl Required Top chortle that aro laterally bmoad can NOW lagether and eausoeoilspa: g them Is no diagonal _ brWng. Diagonal boxing should be nailed to the :mdafr i7c r" gm lop d•C+ r.:.. pudlns are at• . _ - ._. � •• , r ' .� tachn9 v� yP topsldo of the top Chord. I scisi&ismwi�,-TOP CHORD TEMPORArtY BRACING I MINIMUM l PITCH SPAN DIFFERF� CE TOPCHORD LATERALBRACE SPACING(LI3,) TOPCHORD DIAGONAL13RACE SPACING(DBJ , tru SOS PMF SPF/HF Upto26' 2.5 7' 17 12 over 281- 421 3.0 6. 9 —6 Over 42 - 01 3.0 5, 71—i 3 Over 60' engineer Notot Bottom ebord & P*,ab member hmporarY hracing Mao roqul - rotor to Frattle 4. 0FmbouU1a&FJr-Lnrch OP.SouthernPIne HF . MerwFir SPF . Spmco-PlnwFlr All lateral braces Continuous Top Chord lapped at least 9 Lateral Brace trusses. Required 1011orGreater Attachment Required T ' togolher aml cause collapse It mora la no dlogo• Fraffie 3 7 2 "I Fraffie 3 7 2 "I 12 —14 at greater sses s/ Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. ---' Bt�T'T©141 CHOFiDT�Nr�-��,rftAlfi�`l9RACIi�iC, DF • Douglas SrAArch SP - 8oulhom Plns HF -Hem -Fir SPF•apruce•Pina•Fir ,W All lateral braces lappet at least 2 trusses, ; y le BOTTOM CHARD PLANE a6 nM CHORD ObtrOM'CHORD DIA0021100RACE MINIMUM WIVRAORACa 'SPACING'(C113p) SPAN " PrrcH SPACING(LO) Rtrttr.9 U to 32' 4112 15' 20 15 Over 321-481 1 12 15' 10 7 Over 48' - 60' 4112 15' 6 4 —71 Over60' See a registered ttrotessional an Ineer DF • Douglas SrAArch SP - 8oulhom Plns HF -Hem -Fir SPF•apruce•Pina•Fir ,W All lateral braces lappet at least 2 trusses, ; y le BOTTOM CHARD PLANE WAt t It�G� iF41110e+ *0il u a"ia�r ,�ciYh a i��a c p� severe persaj'��II ?Iiil o» ct k l, Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 FJX1120 PARALLEL. CHORD_ TRU TS P�CHQR0TgMPQRAnYaACgNG oF- DouglasFir•Lsrch SP-8entharnPlna HF-Ham•Flr SPF- Spruce -Pine -St A1jJ1 Whl braces Top chords that are laterally braced can buclda Continuous TOP,CHORQ a TopChord 'TOPQWAI)- PJAWNALIBRAM, LaloralBraco MINIMUM ° t.ATSRALBRACB SPAPING(bSs) SPAN, PRPTH SPACING(I-HJ „ I-truese31 F r Up to 32' 30" 8' 16 10 ver 32' - 48 42" 8 6 4 Over 481.60' 48" 5' 4 2 Over 60' 1 See a ro istored professlonat engineer oF- DouglasFir•Lsrch SP-8entharnPlna HF-Ham•Flr SPF- Spruce -Pine -St A1jJ1 Whl braces Top chords that are laterally braced can buclda Continuous together and cause collapse Itthero Is no diago• nal bracing. Diagonal bracing should be nailed TopChord togxundorddeollbotopchordwhonpudinewo LaloralBraco etectwd to the lopsldo of the top chord. Required Attachment Required — Y� rl�g8eg � r Sf'F�C godat greater t1{69Z1w The and diagonal `�—•'; ,Q L% braes for cantaaverad trussosmustba placed on Vertical webs In line with the End diagonals are essential for support. stability end must be duplicated on both ends of the truss system. I Wei 4x2 PARALLEL'tHORD I'FIZ Top chorda ihnt aro lolwelly hraead can buckle togMltet and cauea eoilopao II Otero la ho dlago- li. nal bracing. elagonal bracing should ba nailed too* untlaeldeolthe topchordwhonpudlnsare I attaclwd to ttw topside of lha lop chord. i n' CHOND TEHAF'I2ARY BRAdING Continuous TopChord Lateral Brace �Vl Required 10" or Gre�t�r Attachment v Required I , rV 16Tusse$,o.c. 31%511 Trusses must have lum, bot oriented In the hors- zontal direction to use ' this braco spacing. U r l% F End diagonals are estienl�ei for �, { :� ' {t 8i stability and must be duolicatcd on both endeof Ow truss systom. " Frame 6 PLUMH u " t I I Truss 1 ., l►A RINIO"VA Or' 01.0 a�t�t����coiptr�taPr iatiohscis��ci�s�ultin " soy@reg rffiaiItn rdatrn'a�ge to iciass�aro bulldtns. "' >..-. IRISTALLATIONTOLERANCES RO N On) Da 001) 12" 1/4" 1' 24" " ' 36" 3/4" 3' n 4; 60" 1-1/4" 5' 72" 1-1/2" 6' O6" 106" 2" 9' Length L (In) Lesccrof �4 U200 or 2" L(in) L(In) t� bspth fi Lossorot D(in) Y+ U200 or 2" I I Laster of Dlsaor2" L(ln) Lr oo L(e) Lint u2oo Ltn�' 0" 16.7- Maximum u 2 0" 1" 6 'Maximum 1/t — n20 ' Misplacement Lino Plumb 160" 314" 12.5' 3C0" R 1-1/2" 25.0' r,QUT-OF-PLUMOINSTALLATIONTOLERAFtCES OUT-OF-PLANEINS(A(,LATIONTOLE ANCES cliceo�% ehaes should @e,rtitit7nbePa ►d Frame 6 MONO TRUSS TOP CHORD TEMPORAOV BRACIN SPAN TOPCHORD TOP CHORD DIAGONALBRACE MINIMUM LATERALBHACE SPACIN (OP. , PITC $PACINCi(L8 TNtrUeaeC9 ,, j, U to24' 3M2 8' 17 12 Over24'-42' 3/12 T 10 6 Over 421- 54' 3/12 Over 54' See a registered professional engineer Note: Bottom chord S Won mamcer temporary urecmg DF.Dougiss FtaLarch SP+Southern Pine HF - Hem-Flr SPF- Spruce -Fina -Fir Diagonal brace also requiredtn and verticals. Top ehohla That oro latemlly braced can buckle togetlrorand cause collapse If there is no diago- 'tsQr�r hat tandug, Diagonal bracing should be nalted tolhouddomWoofthelopchordwhonpudlrsom atuwhod to the topside of the top chord. 'VA\ All lateral braces lapped at least 2 trusses. ° ContinuousTop Chord ace Greaterchrrtenluired