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HomeMy WebLinkAbout025-340-045�0-04 0,.i d� 025-2k$ 0�2 PERMIT#95-195 y RANVOLD, Glen `-�„v9J �, ^1 Lone Tree Rd., broville Mobi ome Utilities ELECTRIC GAS LINE COMPACTION TEST Q SUPPORT STRUCT Q 025 -022 PERMIT#95-2211 BRA OLD, Glen 69,0 Lone Tree Rd., Orovill� bilehome Installation 3µo 044 025-� -822 #98-2520 BRANVOLD, GLEN 690 LONE TREE RD. OROV SIERRA MOBILE,,f,/ /yea EXISTING MH ON PERM FND 025-340-045 06-0515 SAETERN, KEVIN 690 LONETREE RD, PALERMO CONT: OWNER„Q NSF (GAR, COV) �G 4.1 •_O old I LONGFELLOW LUMBER CO. INC. Quality Design •Floor, Wall & Roof Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 9 (800) 678-0112 Fax (530) 893-0140. E -Mail: trusses@longfellowlumber.com BUTTE COUNTY O� ' d5�� 5�-- JAN 01 2007 r BUTTE COUNTY DEVELOPMENT BUILDING ®,VISION sE�vrcEs APPROVED Customer: JON DOTSON 7 Job No: SAETERN RESIDENCE ENGINEER Address: LONE TREE RD. Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 OROVILLE Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. AP#: P.O. Box 20455 Portland, OR 97220 (503) 254-0204 r_onc roe., cmci Xewo&v $&F L GARAGE SAETERN RESIDENCE LONE TREE RD. OROVILLE LONGFELLOW LUMBER CO. INC. Quality Truss Design *.Roof & Floor Systems 89 Loren Avenue - Chico, CA 95928-7434 Phone (530) 893-0112 - (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com I -LONGFELLOW LUMBER KEY- HANGER 1- LUS24 2- LUS26 3- LUS28 4- MUS26 5- HUS26 6- HUS28 7- HHUS26-2 8-- HHUS28-2 9- 10- 11- 12- 13- 20- HGUS26 21- HGUS28 22- HGUS26-2 HANGER KEY KEY- HANGER 23- HGUS28-2 24- HGUS28-3 25- THJA26 26- SUUR24 27-S ULJR26 28- 3X6 TRULOX 29- 5X6 TRULOX . 30- THA29 31- 32- 33- HK122204 May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 6761909 TELEPHONE (916) 6761900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. �-iolWESSIO� ONG YG FZ�i ZR; NO. q049919 EXP -30-01 Redongxof- 11 Director F 66 Western Operations RY/ek SHAPEn ainry CROS'. COMMON TRUSSES 1.10re; sEE EN6lNEE12l1J6 fon RAFru, JACK AND TRusS 0E51,5N5, LATERAL 5T11I3II. IT y OF Roof SyS rEh, TO $E PROwOfD 13y PROTECT RES16liFR, SECTION C -C RIDGE C HIP.RAFTERS SHAPED BLOCK CROSS BLOCK PLAN VIEW L, C ALTERNATE DETAIL: WHEN HIP RAFTERS DO NOT MEET 6 COMMON TRUSS. Si�PF �(p�+na� 6( vTFlz s) O 5L i76° O,E• (106(00 �-- TOP CHORD JACK EXTENSION END JACK T ACK \ T SETB COMMON TRUSSES HIP TRUSSES SECTION B -B WO -2359 CALIFORNIA HIP MIT�k k�du�dl00, Inc. 6-20-91 REV, 7110192 TOP CHORD BRACING PER ENGINEERING SPECIFICATIONS. x,cGt���ol,Pt2o�i7dJ ►3(�{�1)p4-0" o.c. CM6PC.) ,T7 TOP CHORD JACK -EXTENSIONS. 91 SECTION A -A art c+ Z Fik-SAckS &s pAFTzjqS 'Paler CK ••_aC Ix4 CANT BRACE AT BRACE M&f ERS LONGM THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-8d NAILS GABLE END STLV 2x4 HF 5TRONSBACK MAIL TO L.EDGM W/ IOd 9 12' OLJ — 2x4 HF L XCOZ (NAIL TO VERTICAL W/ IOd NAIL5) �-A35 BRACE TO FLAT "Xyyll �H-3 AT 48' O.C. NOTE: THIS DETAIL MAY BE USED FOR TRI65M WITH PITCHED B.C. ALSO. (0) OPTION TO WEB PLATING, USE (3) - 2' WIRE STAPLES (0Ai2 DIAA5 6A) TOENAILH7 M CHORD INTO K5 i THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLE-;. (PI). (51) t (fH) MUST BE PLATED. D ARC 11A01, 1869 TO AA-► awn \L -5-10d NAILS EACH END 6-I0d COMMON 2x6 DIA60NAL NAILS BRAGS o 48' O.G. OA MAX IINBRACED LENGTH OF GABLE END STIJD. (2x4 FIR -LARCH) - 5TANDARD = 5' -II' - 01 AND BTR. TG LL 30.0 PSF TC DL 15A PSF NOTE: GABLE END DESIGN BASED BG OL PSF ON -5 MPH WIND, EXQVzWE B' BC LL OA PSF TOT1.D. 50.0 P5F AT 0-25 FEET MEAN HEIGHT. DURFAC. 1.15 TYPE OF JOB t DETAIL Dare: 10-18-o2 JOB NAME LO_ .AW LUMBER Drawn: AK CITY, 5TATE CHICO, CALIFORNIA Job no.: 02-116 Gary Hawkins ARCHITECT (530) 892-2700 1370 R c;EW000 DR, SmEjo FAX:(530)8930532 CHICO. CA 95973 garyalchmsbcglobalnet ------ —--.._.. PAGE 1 OF- _N.QLA T UTERA[, I-IPWE hrTAML j s v!!ti� �2 RE ptAc;WG CMT. 6(LACES AT - - - �2 0� AT if_ RU!:4F5 fig' '2411 jc)J.®j'2l'6G. ---IOD (3 V . G. T YP. 2 t20WS 0. G: TTP. -ZX4 RAGE AGE W1T�I WEA (2x6. HAA. t21=P�A�ll�q :. Fr—rLAGNq V Oil Y� 10 T E : _ . y2 poI �tr.S POLE OgLt : r0I NTS KA<�F-. ENRAGE HUST E'>B D0 % THE LRNGTH OP V4 - TP te7 ol-TPte7 DETAIL l5 TO �E USEn A5 AN ALT. f" -OX ONE CONTINUOUS LATERAL lrRAGE. 11 T- L..f�T�9. P� L �7rlz- 14�6� TRU5r--,E5 G- 0�: T A I I NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-1 OD PER WEB (TYP). MAR 2 7 2002 BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)' L}�1"�RPcL i�Iz�GING, RESTRAINT RE:O LjlRE:D AT EAG• ENt2 OF t3RAOEs AN12 AT 20'-0" INTERJALS. . REFER TO 141t>—ql SUHHART 514EET FOR RRGOHHENPATION' OF TlIE TRU55 PLATE Ht?TUTE 1�EsTRA[ar t�(AT DF Y1�Ep �`(i�f<MI me q:p IT t�I�tPHru �ri.oK V I L GG1j M(ITE'i-- d -?,r—_ �jA7v►'LI�=N I fAy P_cP•LCC • `(►tom /Z Ct2 Z4 A5 J�W..cl t Er MEM(�;e'K . Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft-in-sixteenths. I6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss and fully embed teeth.J� 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSII . �/� S 2. Truss bracing must be designed by an engineer. For I 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator ci-z cza bracing should be considered. WEBS ezo 4 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. For 4 x 2 orientation, locate O `` y U = 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and plates 0-1he' from outside ve a- all other interested parties. edge of truss. 0 p C7.8 Cbl CS6 � 5. Cut members to bear tightly against each other. BOTTOM CHORDS 8 7 This symbol indicates the 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint required direction of slots in 65 locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses w ll be suitably protected from ' Plate location details available In MITek 20/20 the environment in accord with ANSI/TPI 1. Software of upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 8 hallUnlesotherwise notex eed 19%a�t time of fabricationure content . lumber AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 4 x 4 width measured perpendicular CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is anon-structural consideration and is the to slots. Second dimension is responsibility of truss fabricator. General practice is to camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-131 1, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 9730, 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but © 2006 MTekO All Rights Reserved 16. Do not cut or alter truss member or late without nor approval of an engineer. p p reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable �® environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metalw Plate Connected Wood Truss Construction. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek is not sufficient. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, POWER TO PERFORM.' 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 0 russ russ ype Lily y TERN RES. SAETID04 Al MONOCALHIP 1 R23041488 TJob Lumber Co., Ina, Chico, Ca. 95928-7434. Adam Dien TC 0.96 Vert(LL) 0.13 15-17 -999 240 ReferenceLongfellow ---• •---- — 11.-11 vv ra.ve.oa— rage s -11.0-4 5-6.12 5.1.,15 10-8.6 I 15-10.1 I 20.11-11 I 28.1-5 I 31-2-15 I 30-4..10I 41 0. 1-0 5-6-12 0.4-3 4-9.7 5-1-10 5.1-10 5.1.10 5-1-10 5-1-10 5.3-6 Scale = 1:74.0 5x10 = Ili 23 24 22 21 20 19 18 25 17 26; 15 14 13 1.5x4 II 3x10 = 3x8 = 3x6 = 3x4 = 3x4 = 06 = 2x8 11 4x12 = 2x8 It 3x8 = 6.00F12 3x8 = 3x6 = 3x4 = 3x6 = 3x4 = 4x12 = 4x12 = 3x6 II 3 e c _ 12 4x8 = 5-6-12 6-0-0 10-8.6 15-10.1 20.11-11 26-1.5 31-2-15 342-12 38.410 41-8-0 5-6-12 2-5-4 2-8-6 5.1-10 5.1-10 5-1-10 5.1-10 2-11-13 2-1-14 5-3-6 _Plate Offsets (X,Y): (3:0-5-4,0-1-8] [4:0-3-8 0-1-8] [9.0-4-12 0-2-0] [12:Edge 0-1-8] [17:0-1-120-1 121 [21:0-3 8 0 1 81 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.13 15-17 -999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.34 15-17 >919 180 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.03 14 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 198 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr G TOP CHORD Sheathed or 10-0-0 oc puffins, except end verticals, and 2-0-0 oc purlins BOT CHORD 2 X 4 DF No.1 &Btr G (3-8-1 max.): 3-11. WEBS 2 X 4 DF Std G *Except* BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing. 11-12 2 X 4 DF No.1&Btr G, 5-212 X 4 DF No.1&Btr G WEBS 1 Row at midpt 5-21,9-14 6-19 2 X 4 DF No.1&Btr G, 8-18 2 X 4 DF No.1 &Btr G JOINTS 1 Brace at Jt(s): 11 9-17 2 X 4 DF No.1&Btr G REACTIONS (Ib/size) 2=294/0-3-8, 22=3895/0-5-8, 14=6737/0-7-3 (input: 0-5-8) Max Horz2=98(load case 4) Max Uplif12= 443(load case 7) Max Grav2=10(load case 3), 22=3895(load case 1), 14=6739(load case 7) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=0/1491, 3-4=0/2713, 4-5=0!731, 5-6=1893/0, 6-7=2874/0, 7-8=2874/0, 8-9=2404/0, 9-10=0/4122, 10-11=244/18, 11-12=334/6 BOT CHORD 2-23=1279/0, 23-24=1285/0, 22-24=1285/0, 21-22=731/0, 20-21=0/1893, 19-20=0/1893, 18-19=0/2874, 18-25=0/2404, 17-25=0/2404, 17-26=594/36,116-26=594/36, 15-16=594/36, 14-15=594/36, 13-14=-1620/0, 12-13=1620/0 WEBS 3-23=0/318, 4-22=2966/0, 4-21=0/1464, 5-211=2957/0,5-119=0/8113, 6-19=1114/0,6-18=199/46.8-18=0/533, 8-17=947/0, 9-17=0/3392,9-15=0/1212,9-14=-497i/O. 10-13=011178,10-12=0/2110,10-14=3804/0,3-22=2198/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If OF ESS1 0/179 porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to OQ� prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CID 5) A plate rating reduction of 20% has been applied for the green lumber members. Q M 6) WARNING: Required bearing size atjoint(s) 14 greater than input bearing size. LL C 433 "' 7) Girder carries hip end with 0-0-0 right side setback, 6-0-0 left side setback, and 6-0-0 end setback. T 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 9 Hanger(s)or other connection devices shall be provided sufficient to support () p .port concentrated load(s) 324 Ib down and 21 Ib up at 5-8-8 on 1tr E -07 top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9 FO rLQ9h04A8Eff8t9ndard October 9,2006 AL WARNING - Verj fy deafgn pasvmet m and READ NOTES ONTNIB AND WCLUDED MITER: REFERENCE PAGE MW -7473 BEFORE USE. Design valid for use only with MrTek connectors. This design is based only upon parameters shown, and is for an individual buBding component. Applicability of design poromenters and proper incorporation of component is responsbirdy of building designer- not truss designer. Bracing shown M iTe k, u for lateral support of individual web members only. Additional temporary bracing to insure stability during construction u the responsibilfity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage. delivery. erecfion and bracing. consult ANSI/IPII quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 5a3 D'Onobio Drive. Madison, WI 53719. 7777 Greenback Lane. Suite 109 Citrus Heights, CA, 95610 o Truss ndss ype ty Ply SAETERN RES. SAET1004 At MONOCALHIP1 1 41 R230488 Longfellow Lumber Co., Inc., Chiw, Ca. 95928-7434. Adam Dien Job Reference o tional --�..•� •+.�..+nn cnnrvmm IG.--uo1[:uz:3a euuti Pagez LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=72, 3-11=139, 2-26=27(F=13), 12-26=259(F=245) Concentrated Loads (lb) Vert 3=324 WARNING - 9erlfy deafen parmnetem and READ NOTES ON THIS AND INCLUDED WTEE REFERENCE PAGE MU.7473 BEFORE USE. Design valid for use only vdlh MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design pammenters and proper incorporation of component is responsibility of building designer - not truss designer. Brocing shown M iTe �. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction a the responsibilliy, of the erector. Additional permanent brocing of the overall structure is the responsibility of the building designer. For general guidance regarding labrication, quality control storage. delivery. erection and bracing, consult ANSI/TPI1 Quality Criteria. DSB-89 and BCSn Bugding Component Safety Information ovoilabfe from Truss Plate Institute. 563 D'Onotrio Drive. Madison, WI 53719. 7777 Greenback Lane, Suite 1a9 Citrus Heights, CA. 95610 O toTruss ru55Type CSI DEFL in (loc) I/deft Ud FLAT 717Y Plates Increase 823041489 TC 0.60 Vert(LL) 0.38 15-16 >999 2 tions!SAET1004 Job Reference Longfeeow Lumber Co., Inc, Chico, Ce. 95928-7434. Adam Dietz 1.25 BC 0.86 Vert(TL) o ...._ snot 14 zuuo mi i es ataustnes, Inc. Fn Oct 06 112:02:02006 Page 1 5.3-4 10412 15-6-4 20-7-12 259-4 30-10-12 36.2-0 53-4 5.1-8 5-1-8 5.1-8 5.1-8 51-8 5-3-4 Scale = 1:62.3 2x8 I I 3x6 = 3x4 = 3x6 = 3x4 = 3x8 = 3x6 = 3x4 = 3x6 = 2x8 11 20 19 18 17 16 15 14 13 12 11 3x8 = 3x6 = 4x12 MT20H = 3x4 = 1.5x4 II 3x4 = 3x6 = 3x8 = 3x4 = 4x12 MT20H= 53.4 10412 15-6-4 20-7-12 259.4 30-10.12 36-2-0 53.4 51-8 51-8 51-8 5-1-8 5.1-8 5.3-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.38 15-16 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.91 15-16 >471 180 MT20H 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.22 11 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 351 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &BV G TOP CHORD 2-0-0 oc purlins (3-7-7 max.): 1-10, except end verticals. BOT CHORD 2 X 4 DF No.1 &BV G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF No.1 G 'Except' JOINTS 1 Brace at Jt(s): 1, 10 1-20 2 X 4 DF No.1&Btr G, 10-11 2 X 4 DF No.1&6tr G 2-19 2 X 4 DF Std G, 3-17 2 X 4 DF Std G, 5-16 2 X 4 DF Std G 6-15 2 X 4 DF Std G, 8-14 2 X 4 DF Std G, 9-12 2 X 4 DF Std G REACTIONS (Ib/size) 11=3731/0-3-8.20=3731/0-3-8 Max Horz20=73(load case 4) Max Upliftl 1=60(load case 4), 20=55(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-456/3,1-2=188/24,2-3=-6135/108. 3-4=10131/165, 4-5=10131/165, 5-6=12124/190, 6-7=10131/149, 7-8=10131/149,8-9=6135/82,9-10=188/24. 10-11=-456/1 BOT CHORD 19-20=144/6135, 18-19=200/10131, 17-18=200/10131, 16-17=226/12124, 15-16=221/12123, 14-15=221/12123, 13-14=185/10131.12-13=185/10131,11-12=118/6135 WEBS 2-19=-46/2231, 3-17=28/1212, 5-16=15/232, 6-15=14/231, 8-14=34/1212, 9-12=49/2231, 2-20=6738/98, 3-19=-4527/64 , 5-17=2258/29, 6-16=6/6, 6-14=2258/41, 8-12=-4527!76, 9-11=-6738/110 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. Ct-Q9XD st-A8Ef St$ndard WARNING - 9erVy design parameters and READ NOTES ON THIS AND LNIMUDED M7TER REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poromenters and proper incorporotion of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilfity of the erector. Additional permonent bracing of the overall structure is the responsibility of the buffing designer. For general guidance regarding fcbricafion, quality control. storage, delivery. section and bracing, consult ANSI/TPil Quality Criteria, DSB-89 and BCSII Building Component Safely Information available from Truss Plate Institute. 583 D'Onotrio Drive. Madison. WI 53719. OQ\OFESS/ONq �Q`GP�ER S Fc 0 Q m LU rn C 046 3 * EXP N FOF tiF October 9,2006 Iff MiTek' m venron...- 7777 Gmenbadc Lane, Suite 109 Citrus Heights, CA, 95610 Job toss loss ype ty RES.SAET1004 Lumber Co.InaChiw A10 Ca95928-7434. Adam Dietz FLAT 1Longfellow R23041489 [SAETERN nce o tional — s vur 13 2065 MiT ea mausmes, ma t -n Uct 96 12:02:40 2006 Page 2 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 11-20=28(F=14), 1-10=180(F=108) & WARNING -Verify design parameters and READ NOTES ON THIS AND LWLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only with Welt connectors. This design is based only upon parameters shown, and its for an individual building component Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not Truss designer. Bracing shown '�� is for lateral support of individual web members only. Additional temporary bracing to insure stability during conshuction is the responsibilrity, M of the erector. Addilional permanent bracing of The overall str0cture is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storoge, delivery. erection and bracing, consult ANSI/TPI] Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback La Safety Information available from Truss Plate Institute. 58Lane. Suite 109 3 D'Onotrio Drive. Madison, WI 53719. _ Citrus Heights, CA, ne. Su Job NSS Truss Type ty y SAETERN RES. SAET1004 A2 MONO CAL HIP 1 1 R23041490 Job Reference�(optionall Longfellow Lumber Co., Inc, Chico, Ca. 95928.7434, Adam Dietz 6.200 s Jul 13 2005 Mitek Industries, Inc. Fri Oct 06 12:02:40 2006 Page 1 i1-0.4 7$12 7-112,15 14-44 l 21.1-12 l 27-114 I 34.00 l 41-8-0 1-0.0 7.6.12 0.4.3 6-5-5 6.9.8 6-9.8 6-0.12 7-8-0 Scale = 1:74.0 5x10 = 6.00 f 12 3x4 = 3x4 = 3x6 = 3x4 = 3x10 = 3x6 11 3 4 y a 1 - 17 1615 14 13 12 11 3x6 = 3x6 = 3x4 = 3x6 = 1.5x4 II 3x4= US 10 4x6 = I 7$120 14-4-4 21-1.12 27-11-4 34-0-0 41.8-0 7812 0-5.4 6-44 6-38 6-9-8 6-0-12 7-8-0 Plate Offsets (X,Y): [2:0-2-10.0-1-81. [3:0-5-11 Edge] [12'0.2-120-1-8] (13:0-2-4.0-1-81, [17:0-2-4.0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.07 14-15 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.14 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.01 11 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 194 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD Sheathed or 10-0-0 oc pudins, except end verticals, and 2-0-0 oc BOT CHORD 2 X 4 DF No.1&Btr G (5-5-5 max.): 3-9. purlins WEBS 2 X 4 DF Std G 'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 9-10 2 X 4 DF No.1.G WEBS 1 Row at midpt 4-17 JOINTS 1 Brace at Jt(s): 9 REACTIONS (Ib/size) 2=12/0-3-8,17=1894/0-5-8, 11=1758/0-5-8 Max Horz2=129(load case 4) Max UpIWfl 163(load case 7), 17=21 (load case 4), 11=4(load case 4) Max Grav2=12(load case 3), 17=1894(load case 1), 11=1760(load case 7) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=79/938, 3-4=81709, 45=838/32, 5-6=1368/34, 6-7=1368/34, 7-8=799/33, 8-9=82/33, 9-10=-258/0 BOT CHORD 2-17=740/31, 16-17=35/838, 15-16=35/838, 14-15=-33/1368, 13-14=28/799, 12-13=28!799, 11-12=543/34, 10-11=543/34 WEBS 3-17=915/6,4-17=1765i`7, 4-15=17/467, 5-15=622/3,5-14=212/0, 7-14=5/650,7-12=745/0.8-12=6/1576, 8-11=1658/0, 8-10=1/699 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 R by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ES$/ONS 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (flat orientation) at oc indicated, fastened OQ��F `S purlins spacing to truss TC w/ 2-10d nails. �(GQ��_n�R LOAD CASE(S) Standard Q C� CK C 046 * EXP.^ C October 9,2006 WARNING - 9er1/y design parvmetera and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MD -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Mire �1 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbilfily of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIAPII Quality Criteria, DS&89 and BCSII BuOding Component 7777 Greenback Lane, Suite 709 Solely Information available from Truss Plate Institute. 583 D'Onohio Drive. Madison. WI 53719. Citrus Heights, CA, 95610 Job runs mss ype ty y SAETERN RES. 823041491 MONO CAL HIP S AET1004 A3 1 1 al Longfellow Lumber Co., Inc,, Chico, Ca, 9592&Job Reference (option 7434, Adam Dietz 6.200 s Jul 13 2005 MTek Industries, Inc. Fri Oct 66 12:02:41 2006 Page 1 411-5 I 9.6-11 9-1.N15 15.11-7 I 22-42 I 26-8.13 I 35-1-9 I 41.8-0 1- 411-5 47-8 0-44 6-0.9 6471 8-411 8.411 8.8.7 Scale = 1:74.0 5x6 nnnfi 3x4 = 3x4 = 3x6 = 3x10 = In 3x8 = 2x8 11 0 19 18 17 16 15 14 13 12 11 3x8 = 4x6 = 3x4 = 3x6 = 1.5x4 11 3x8 = 44 = 3x6 = 1.5x4 II 9-6.11 15-11-7 22.4-2 28.8.13 342-12 1- 41-8-0 9.6.11 6-411 6-411 &411 5-5-15 0-10-13 6$7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.18 2-19 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.36 2-19 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.10 13 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 216 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&BtrG TOP CHORD BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G *Except* BOT CHORD 10-112X4DFNo.1G WEBS JOINTS REACTIONS (Ib/size) 2=1723/G-3-8,13=2990/0-5-8 Max Horz2=218(load case 4) Max Uplift2=50(load case 5), 13=-144(load case 4) Sheathed or 3-7-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-10 max.): 4-10. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13,11-12. 1 Row at midpt 8-13 1 Brace at Jt(s): 10 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=3138/94, 3-4=2875/130, 4-20=2527/118, 5-20=2527/118, 5-6=3091/138, 6-7=2676/120, 7-8=2676/120, 8-9=96f730,9-21=-65/16,10-21=65/16, 10-11=-333/14 BOT CHORD 2-19=227/2732, 18-19=224/3091, 17-18=-224/3091, 16-17=193/2676, 15-16=116/1235, 14-15=116/1235, 13-14=116/1235.12-13=-461/37,11-12=-461/37 WEBS 3-19=208/9,4-19=39/653,5-19=702/40,5-17=23319, 6-17=39/516, 6-16=969/40,8-16=95/1793,8-14=14/191, 9-13=1134/55, 9-12=181125,9-1111=37/655, 8-13=2648/124 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Girder carries tie-in spans of 2-0-0 from front girder and 4-0-0 from back girder. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails'. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 Ib down and 15 Ib up at 9-8-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 �o?9,0 ESS/S. pN�( G LU C 046,433 T, l. *\ EXjV,4Q1-07 /* October 9,2006 Y WARNING - Verify d -W. perame[en and READ NOTES ON TMS AND INCLUDED MITER REPBRENCE PAGE MD -7473 BEFORE USE. Design valid for use only with tATek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown MiTek is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibil6hy, of the erecta. Additional permanent bracing of the overall structure is the responsibility, of the building designer. For general guidance regarding tobricotion, quality control. storage, delivery. erection and bracing. consult ANSI/1`1`11 quality Criteria, DSB-89 and BCSII Building Component Suite 109 Su 7777 Greenback Lane, Safety Information available from Truss Plate Institute- 58 3 D'Onofrio Drive. Madison, WI 53719. Claus Heights, CA. Lane. 10 Su Job russ cuss ype ty y FSA-ETERN RES. SAETID04 A3 MONOCALHIP 1 1R23041491 b Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 9592&7434, Adam Dietr 6.200 s Jul 13 2005 MTek Industries, Inc. Fd Oct 06 12:02:41 2006 Page 2 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert, 1-4=72, 20-21=103(B=31), 2-11=-14 Concentrated Loads (lb) Vert 4=-93 Trapezoidal Loads (plf) Vert 4= -72 -to -20=103, 21=134(B=31) -to -10=103(8=31) WARNDJG - VeWy deMon pasame[em and READ NOTES ON TNIS AND INCLUDED MITER REFERENCE PAGE MD -7473 SEPORB USE. Design valid for use only with Walk connectors. This design is based only upon parometers shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown M i Te k' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanenf bracing of the overall structure is the responsibility of the building designer. Fw general guidonca regarding rowen+n Pcgr fabrication. qua6y control storoge. deWery. erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI1 Buading Component 7777 Greenback lane, Suite 109 Safety Information available from Truss Plate Institute. 563 D'Onofdo Drive. Madison. WI 53719. Citrus Heights, CA, 95610 Job fuss fuss yp¢ Qty FSAETERN RES.SAET1004 A4 CAL HIP 1 R23041492 Reference o tional Longfellow Lumber Co., Inc., Chico, Ce. 9592&7434, Adam Dieh 6.200 s Jul 13 2005 MTek Industries, Inc. Fri Oct 06 12:02:42 2006 Page 1 7-8-0 15812 15- 15 20.10.0 25-9.1 ?414 34-0A 41-8-0 7-8-0 7.10.12 0.43 411-1 411-1 0.43 7-10.12 7-8-0 1-0-0 Scale = 1:73.0 5x6 3x8 = 5x6 16 4 17 5 15 14 13 12 11 10 g 3x10 = 2x4 II 3x6 = 1.5x4 II 3x10 = 2x4 11 3x10 = 3x6 = 7-8-0 15812 20-10-0 26.14 340-0 0-1.8-0 7-8.0 7-10-12 5.3-4 5.3-4 7-10-12 7-8.0 Plate Offsets (X,y): [1:0-10-4.0-0-141 [2:0-2-0 0-1-81 [3'0-0-1 0-0-01 [5:0-0-1 0-o-ol [6.0-2-0 0-1 81 [7:0 104 0 0-141 [11:0 2 1z o 1 8] [130-3-12 0 1 81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deo Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.11 9-11 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.23 9-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.07 7 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 208 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 3-4-15 oc purlins, except BOT CHORD 2 X 4 DF No.1&Btr G 2-0-0 oc puffins (4-5-12 max.): 3-5. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-13.6-11 REACTIONS (Ib/size) 15=2415/0-5-8, 7=1609/0-3-8 Max Horz 15=57(load case 3) Max Uplift15=28(load case 5), 7=31 (load case 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=21/698, 2-3=1428/106, 3-16=1169/98, 4-16=1169/98, 4-17=1771/105, 5-17=1771/105, 5-6=2098/114, 6-7=-2867/78, 7-8=0/31 BOT CHORD 1-15=496/27, 1415=-496/44, 13-14=-496/44, 12-13=0/1636, 11-12=0/1636, 10-11=0/2452, 9-10=0/2452, 7-9=0/2452 WEBS 2-15=-2251(7, 2-13=0/1853.3-13=102/112.4-13=-861/24,4-12=11/150, 4-11=-5/238,5-11=36/344,6-1l=755/42, 6-9=20/297 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. Q N 6) Girder carries tie-in spans of 2-0-0 from front girder and 4-0-0 from back girder. ?,OF ESS/Q 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails.S 8) Hanger(s) or other connection devicesufficient s) shall be provided sucient to support concentrated load(s) 93 Ib down and 11 Ib up at 25-11-8.. CV y �fi and 93 Ib down and 11 Ib up at 15-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others, r j G)9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).LU Q tr CD LOAD CASE(S) Standard C 04r,433 S, 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) * EX - 1-07 */ Vert 1-3=72,16-17=103(B=31). 5-8=72.1-7=14 Continued on page 2 October 9,2006 Y WARRING - Dert fjy design parameters and READ NOTES ON THIS AND INCWDED mn EK REFERENCE FAGS LFII -7473 BEFORE USE. Design valid for use only with M7ek connectors. This design is based only upon parometers shown, and is for on individual building component. Applicability of design paramenters and proper incorpor Son of component is responsibil y of building designer - not truss designer. Bracing shown M iTe k. is far lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responvbillity of the erector. Additional permanent bracing of the overall structure is the respomibil y of the building designer. For general guidance regarding tobrication. quality control storage, delivery, erection and tracing, consult ANSIfn`I1 quality Criteria, DSB-89 and BCS11 Building Component PO1Y1p r' Pg1O1M' Safety Informa8on available from Truss Plate Institute. SO D'Onofrio Drive. Modson. WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 O SS Truruss ype ryPly SAETERN RES. SAET1004 A4 ]CAL HIP 1 i R23041492 LongleBow Lumber JoD Reference o tional -.v, , v <w., mr r nn muusmes, ma rn um uo 7Z:OZ:4Z 2008 Page 2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert 3=93 5=93 Trapezoidal Loads (plf) Vert 3=72 -to -16=103, 17=103 -to -5=72 ® WARNLNG • Verify deerya Paramecen and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU.7473 BEFORE USE. Design valid for use only with Mlek connectors. This design is bored only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is far lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilrrly of the _M iTek' resector. Additiorsal pemnnent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality CrIferla, DSB-89 and BCSII Building Component 7777 GreeSuite 109 nback Lane, S Safety Information available from Truss Plate Institute. 583 90nofrio Drive. Madison. WI 53719. _ Citrus reights,ea CA, Lane. S Job fuss fuSS ype ty y SAETERN RES. SAET1004 AS DBL. FINK 4 1 R23041493 Longfellow Lumber Co.. Inc.. Chico. Ca. 95928-7434 Adam nioti PLATES GRIP TCLL 16.0 Job Reference(optional) s um s s zuuo mi eK Inaustnes, Inc. Fn Ort 06 12:02:42 2006 Page 1 7-8.0 14.0-13 20.10-0 27-7-3 34-0-0i 41-8-0 7-8.0 6.4-13 6.9-3 6.9-3 6.4-13 7-8-0 1-0.0 5x6 = Scale = 1:75.3 6.00 12 0 rs 16 15 14 13 12 11 3x10 = 3x8 = 3x6 = 3x4 = 3x4 = 3x6 = 3x8 = 7-8.0 16-9-524-10-11 34-0-0 41-8-0 7-8-0 9-1-5 B-1-7 9-1.5 7-8-0 Plate Offsets (X,` ): [1:0-10-4,0-0-14], [9:0-10-4 0-0-14] [11:0-3-8 0-1-8] [16:0-3-8 0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.14 11-13 -999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.31 11-13>999 180 BCLL 0.0 Rep Stress Incr NO B W 0.77 Horz(TL) 0.07 9 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&BV G TOP CHORD Sheathed or 3-4-2 oc pudins. BOT CHORD 2 X 4 DF No.1 &Btr G - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, ' Except: WEBS 2 X 4 DF Std G 6-0-0 oc bracing: 1-16. WEBS 1 Row at midpt 5-14 2 Rows at 1/3 pts 4-16 REACTIONS (Ib/size) 16=2549/0-5-8,9=1604/0-3-8 Max Horz 16=72(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=21!707, 2-3=0/464, 3-17=0/567, 4-17=0!705, 4-18=1517/0, 18-19=1441/0, 5-19=1209/0, 5-20=1624/0, 6-20=-1876/0, 6-7=2627/0, 7-8=2813/0, 8-9=2840/0, 9-10=0/31 BOT CHORD 1-16=507/27, 15-16=0/1111, 14-15=0/1111, 13-14=0/1260, 12-13=0/1842, 11-12=0/1842, 9-11=0/2421 WEBS 4-16=2408/0, 4-14=0/346.5-14=162/0.5-13=37/886. 6-13=-757/15, 6-11=-64/863,2-16=592122,8-11=-488/25 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) 250.Olb AC unit load placed on the top chord, 20-10-0 from left end, supported at two points, 4-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 Ib down at 18-10-0, 125 Ib down at 22-10-0, and 125 Ib down and 0 Ib up at 12-0-6, and 125 Ib down and 0 Ib 14-8-6 top pF ESS! up at on chord. The design/selection of such connection device(s) is the responsibility of others. 7) In Q� the LOAD CASE(S) section, loads applied to the face Of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uj C 046 rn Uniform Loads (plf) Vert 1-9=14, 1-5=72, 5-10=72 EXP. Concentrated Loads (lb) * dF Vert 17=125(F) 18=125(F) 19=125 20=125 - , I October 9,2006 WARNING - 7ertfy design parameter and READ NOTES ON THIS AND INCLUDED LEITER REFERENCE PAGE L1II-7473 BEFORE USE. Design void for use only with bklek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during comhuclion is the responsbility, of the M iTe k' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding - fobrication, quality control, storage, delivery. erection and bracing, consull ANSI/TPII Quality Criteria, DS&89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute. 583 D'Onotdo Drive. h4odison, WI 53719. 7777 Heights, CA, Lane. Su OI rus8 cussType tyIrly 2 Job Reference (optional) SAETERN RES. SAETID04 ASD DBL. FINK 2 R23D41494 Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 6.200 s Jul 13 2005 MTek Industries, Inc. Fri Oa Oil 12:56:42 2006 Page 1 0-3112 7-8-0 14-0-13 20.10-0 27-7-3 34-" F 37-7-10 413-0 4^ 0-2-12 7-5-0 6-413 6-93 6-93 6-4-13 3-7-10 44)b 1-M Scale - 1:69.2 5x6 = +s — 3x6 = 3x4 = 3.4 = 3x6 = 3x6 = 300 = 0-3112 7-8-0 16-9-5 24-10-11 34-M 41$-0 0-2-12 7-5-4 9-1-5 8-1-7 9-1-5 7-8-0 21! Plate Offsets (X,17: fl:Edge,0-3-141,fl l:0-10-4 0-0-101 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.76 Vert(LL) -0.09 13-15 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.19 13-15 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.07 11 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight 437 Ib LUMULK BRACING TOP CHORD 2 X4 DF No.1 &BtrG TOP CHORD Sheathed or 5-9-15 oc puffins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except WEBS 2 X 4 DF Std G 10-0-0 oc bracing: 13-15. QUALIFIED BUILDING DESIGNER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. REACTIONS (Ib/size) 1=1531!/-9-12, 11=1616/0-3-8, 18=2373f7-9-12, 19=1776/7-9-12 Max Horz 1=320(load case 8) Max Uplift 1=1143(load case 8), 11=1327(load case 13), 19=202(load case 10) Max Grav 1=2719(load case 18), 11=3027(load case 6), 18=2392(load case 6), 19=2122(load case 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=3432/2706, 2-3=2256/2672, 3-4=1679/2186, 4-22=1258/1802, 5-22=928/1719, 5-23=2501!760, 23-24=-2332!708, 6-24=1306/128, 6-25=1790/200, 7-25=2940/875, 7-8=4183/1195, 8-9=4705/1768, 9-10=5148/2286, 10-11=5949/2764, 11-12=0/31 BOT CHORD 11-20=2039121110,20-26=1279/1206, 19-26=1643/1714, 18-19=1(>43/1714, 17-18=1048/2413, 16-17=-1048/2413, 15-16=912/2489, 14-15=918/3059, 13-14=918/3059, 13-21=857/3630.111-21=2318/3817 WEBS 5-16=0/380, 6-16=246/109, 6-15=61/904, 7-15=775/42, 7-13=109/838, 9-13=384/20, 10-13=274/106, 3-18=192/20.5-18=2670/0,2-18=906/330.2-19=1785/265 NOTES 1) 2 -ply truss to be connected together with 0.131'x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 5) 250.0lb AC unit load placed on the top chord, 20-10-0 from left end, supported at two points, 3-0-0 apart 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss has been designed for a total drag load of 5500 Ib. Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 40-8-0 to 41-8-0 for 1833.3 plf. Continued on page 2 Y WARNING • Vert fy design parameters and MUD NOTES am THIS AND INCLUDED m7TsK RSPSRENCB PAGE MU -7473 BEFORE USE. Design valid for use only with Malek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibiEty of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erecta. Additional permanent bracing of the overall structure is the responsibifity of the building designer. For general guidance regarding fabrication, quality control. storage. delivery. erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information ovoilable from Truss Plate Institute. 563 D'Onotrio Drive. Madison, WI 53719. October 9,2006 _MiTek' 7777 Greenback Lane, Suite 109 Citrus Heights. CA. 95610 Job I russ Truss Type Qty Ply RES. SAET1004 Longfellow Lumber Co., Inc.. Chico. A5D Ce. 95928-7434 DBL. FINK 2 Z ISAETER-N R23041494 Job Reference o tional rn va va 12:0e:42 2006 Page 2 NOTES 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 Ib down at 194-0, 125 Ib down at 22-4-0, and 125 Ib down and 0 Ib up at 14-8-6, and 125 Ib down and 0 Ib up at 12-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-11=14, 2-6=72, 6-12=72 Concentrated Loads (Ib) Vert 22=125(F) 23=125(F) 24=125 25=125 Trapezoidal Loads (plf) Vert 1=862(F=790) -to -2=842(F=770) WARNING - Ver jry Qeafgn pammeten and READ NOTES ON THIS AND INCLUDED WMR REFERENCE pAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design B based only upon parameters shown, and is for an individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown MiTek is far literal support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbilfity of the ereclor. Additional permanent bracing of the overall structure o the responsibi6y, of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/Till quality Criteria, DSB-89 and BCSII Building Component Suite e 109 Lne, Safety Information available from Truss Plate Institute. 583 D'Onofrfo Drive. Madison. WI 53719. Citrus Heights, 7777 Greenback Lane, Su o fuss russ ype Qty y SAETERN RES. SAET1004 A6 DBL. FINK TCLL 16.0 Plates Increase R23041495 TC 0.88 Vert(LL) 0.20 14-16 7 1 MT20 220/195 Longfe0ow Lumber Co., Inc., Chico, Ca. 9592&7434. Adam Dietz 1.25 BC 0.78 Vert(TL) Job Reference o tional .. ___ _ ... _ ____ .._ .. _ _ _ — s vow w zuua mn ex mausmes, Inc. rn Oct O6 12:02:43 2006 Page 1 7-9-0 140-13 20.10-0 27-7-3 33.11-0 41-8-0-& 7-9-0 6.3.13 6.9.3 6.9-3 6-3.13 7.9-0 1.0.0 Sx8 = Scale = 1:75.3 6.00 F12 16 15 14 13 12 11 4x12 = 3x4 = 4x6 = 3x4 = 3x4 = 4x6 = 3x4 = 7-9-0 16-9-5 2410.11 33-11-0 41-8-0 7-9.0 9.0.5 B-1-7 9-0.5 7-9-0 Plate LOADING (psf) SPACING 2-0-0 CSIDEFL 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 H above ground level, using 10.0 psf top chord dead in floc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.20 14-16 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.47 14-16 >999 180 LOAD CASE(S) Standard BCLL 0.0 Rep Stress Incr NO WS 0.98 Horz(TL) 0.15 9 n/a n/a * BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 1=2076/Mechanical, 9=2072/0-3-8 Max Horz1=72(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4089/0, 2-3=-4080/0, 3-17=3960/0, 417=3841/0, 4-18=3053/0.18-19=297710, 5-19=-2746/0, 5-20=2652/0, 6-20=2904/0, 6-7=3634/0, 7-8=3817/0, 8-9=3852/0, 9-10=0/31 BOT CHORD 1-16=0/3542, 15-16=0/2924, 14-15=012924,13-14=0/2190. 12-13=0/2759, 11-12=0/2759, 9-11=0/3319 WEBS 4-16=63/928, 4-14=971/24, 5-14=-46/1097, 5-13=-46/869, 6-13=743/24, 6-11=-63/844, 2-16=-537/24, 8-11=-478/24 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 H above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 It by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) 250.01b AC unit load placed on the top chord, 20-10-0 from left end, supported at two points, 3-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girders) for truss to truss connections. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 Ib down at 19-4-0, 125 lb down at 22-4-0, and 125 Ib down and 0 Ib up at 12-0-6, and 125 Ib down and 0 Ib up at 14-8-6 on top chord. The design/selection of such Qa OF ESS/ Q( connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss front S are noted as (F) or back (B). ��Q �`.n� G) LOAD CASE(S) Standard C F Q L 2 (� 1) Regular. Lumberincrease=1.25, Plate Increase=1.25 Uniform rn LUC 433 m Loads (plf) Vert 1-9=14, 1-5=72, 5-10=72 7 Concentrated Loads (Ib) * Vert: 17=125(F) 18=-125(F) 19=125 20=125 October 9,2006 A WARNING - Vertjy design Parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MD 7473 BEFORE USE. Design valid for use only with Malek connectors. This design is based only upon parameters shown, and is for on individual building component. Q Applicability of design poramenters and proper incorporation of component a responsibility of building designer - not truss designer. Bracing shown u far lateral support of individual web members only. Additional temporary bracing to imure stability during construction u the responsibility of the M iTe k, erecfw. Addilionol permanent bracing of the overall structure is the responsibifity of the building designer. For general guidance regarding _ fabrication, quality control. storage. delivery. erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and SCSII Building Component Suite 109 Su 7777 Greenback Lane, Solely Information available from Truss Plate Institute. 583 D'Onobio Drive. Madison, WI 53719. Citrus Heights, CA. Lane, Su Job russ russ ype oty Ply ETERN RES. SAET1004 A7 08L. FINK 1 1 R23041496 Job Reference o tional Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, Adam Dietz 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Oct O6 12:02:44 2006 Pagel 7-9.0 .4-0-13 20-10-0 27-7-3 33.11-0 36-2-0 7-9-0 6.3.13 6-9-3 6.9.3 6.3-13 230 5x6 = Scale = 1:71.3 6.00 fl2 5 15 3x4 = 14 13 3x6 = 3x4 = 12 11 3x4 = 3x6 = 10 9 3x6 = 2x8 II 7-9-0 16-9-5 24-1011 33-11-0 36- 7-9-0 9.0-5 B-1-7 9.05 2-3-0 Plate Offsets (X Y): (1:0-0-8,0-0-21 [4:0-1-12.0-1-81. [8: Edge, 0-1-12j 113:0-1-8,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.16 13-15 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.3513-15 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.09 9 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 191 lb LUMBER TOP CHORD 2 X 4 DF N0.18BtrG BOT CHORD 2 X 4 DF N0.1&Btr G WEBS 2 X 4 DF Std G *Except* 8-9 2 X 4 OF No.1 G REACTIONS (Ib/size) 1=1809/Mechanical, 9=1783/0-3-8 Max Horz 1=130(load case 4) BRACING TOP CHORD Sheathed or 2-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-10 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3504/0, 2-3=3496/0, 3-16=3376/0, 4-16=3257/0, 4-17=-2464/0, 17-18=2387/0, 5-18=2156/0, 5-19=-1796/0, 6-19=2048/0, 6-7=989/0,7-8=1137/0,8-9=-1741/0 BOT CHORD 1-15=0/3020, 14-15=0/2398, 13-14=0/2396, 12-13=0/1657, 11-12=0/1741, 10-11=0/1741, 9-10=10/167 WEBS 4-15=63/934, 4-13=978/29, 5-13=50/11102,5-12=11111/265, 6-12=-132/108, 6-10=1267/0,2-15=-540/24. 8-10=0/1246 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) 250.0lb AC unit load placed on the top chord, 20-10-0 from left end, supported at two points, 3-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 Ib down at 19-4-0, 125 Ib down at 22-4-0, and 125 Ib down and 3 Ib up at 12-0-6, and 125 Ib down and 3 Ib up at 14-8-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-9=14, 1-5=72, 5-8=72 Continued on page 2 WARNING • Ver(fy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 111II.7473 BEFORE USE. Design valid for use only wilh MTek connectors. The design is based only upon parameters shown, and is far on individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is far lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilfily of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control. storage, delivery, erection and bracing, consul) ANSI/rPll Quality Criteria, DSII -89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 90nofrio Drive, Madison. WI 53719. oQ?,OF ESS/ONS S. TjNc�FZ cCID m of C 046433 rT * E -o-7 TFOF �F October 9,2006 _MiTek' 7777 Greenback Lane, Suite 109 Citrus Heights. CA, 95610 O cuss fuss ype ty y SAETERN RES. SAET10D4 A7 DBL. FINK 1 I R23041496 Longfellow Lumber Co., Inc,, Chico, Ca. 95926-7434, Adam Diems Job Reference o clonal -. •-.��� .,•, •..���� ��. rn ua uo rzvz:44 zuub rage z LOAD CASE(S) Standard Concentrated Loads (Ib) Vert 16=125(1=) 17=1258 18=12519=125 WARNDM - VerVfy design par -tens and READ NOTES ON THIS AND DMWDED MITER' REFERENCE PAGE AM -7473 BEFORE USE. Design volid far use only v�iih M-rek connectors. This design is based only upon parometers shown, and is for an individual building component. Ulm Applicobilly of design poromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for latero) support of individual web members any. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTe k• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control storage, delivery. erection and bracing. consuti ANSI/TPII Quality Criteria, DSB-89 and BCS11 Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute. 58 D' 3 Onofrio Drive. Nbdison. WI 53719. Citrus Heights, CA, 95610 Job NSS NSSype y y SAETERN RES. SAET7004 AB CAL HIP t 1 R23041497 Job Reference o tional Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, Adam Dietz 6.200 s Jul 13 2005M., " 005M.," Industries, Inc. Fri Oct 06 12:02:44 2006 Page t .511.5 - 11.612 11- 15 17-8-15 23.11-1 29-9-1 -0 38-2-0 571.5 57-7 04-3 510-0 6.2-3 510-0 0-4.3 60-12 Scale = 1:63.0 5x6 3x4 = 3x8 = 5x6 14 13 12 11 10 9 8 1.5x4 II 3x8 = 3x4 = 4x6 = 1.5x4 II 3x10 = 2x8 II S t 1.5 11$12 1 17-615 23-11-1 30.14 362-0 511-5 57-7 62-3 62-3 623 60-12 Plate Lmsets (X Y): [1:0-0-8,0-0-21. [3:0-0-1 0-0-0[ [6:0-2-12 0-2-8) [7:Edge 0-1-12) [9.0-2-12 0 1 8) Sheathed or 3-3-2 oc purlins, except end verticals, and 2-0-0 oc puffins (3-5-8 max.): 3-6. LOADING(psf) SPACING 2-0-0 CSI 1 Row at midpt 4-13.5-9 DEFL in (lac) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.13 12-13 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.31 12-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.11 8 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 188 Ib LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 1=1805/0-3-8,8=1899/0-3-8 BRACING TOP CHORD Sheathed or 3-3-2 oc purlins, except end verticals, and 2-0-0 oc puffins (3-5-8 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13.5-9 Max Horz 1=104(load case 4) Max Upllftl=-43(load case 5), 8=58(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3543/124, 2-3=3060/151, 3-15=-2672/137, 4-15=2672/137, 4-5=-3134/159,5-16=1757/112,6-16=-1757/112, 6-7=-2037/123, 7-8=1850/52 BOT CHORD 1-14=148/3065.13-14=-148/3065.12-13=-136/3134,11-12=120/2828, 10-11=120/2828.9-10=120/2828,8-9=16/80 WEBS 2-14=15/209, 2-13=427/27,3-13=4817114, 4-13=730/52, 4-12=-21210,5-12=23/438,5-10=15/209,5-9=1501169, 6-9=37/341, 7-9=61/1870 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries tie-in spans of 2-0-0 from front girder and 4-0-0 from back girder. Q?,OF ESS/�N 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 Ib down and 15 Ib up at 29 and 93 Ib down and 15 Ib up at 11-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others.r j G)9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). G Q fn rn LOADCASE(S) Standard Of C 046 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) * EXP. - Vert 1-3=72, 15-16=-103(B=31), 6-7=72, 1-8=-14 Continued on page 2 October 9,2006 WARNING - Ver(y design parameters and READ NOTES ON THIS AND INCLUDED M7TER REFERENCE PAGE ASD -7473 BEFORE USE. Design valid for use only vrilh M *Tek connectors. This design is based only upon porameters shown, and is for an individual building component. 111911111111 Q Applicability of design paramenters and proper incorporation of component is rem spobifity of buffing designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibill ty of the M iT� k. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _ fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Satey m InforaitTruss on available from Plate Institute. S83 D'Onofrio Drive. Ntodison. WI 53719. Citrus Heights, CA. 95610 0 NSS fuss Type-- RES. SAET1004 A8 CAL NIP ]7:7FSAETERN 8230414Longfellow Lumber Co., Inc., Chico, Ca. 9592&7434, Adam Dietz Reference (optional) ---. - nm na r.— uo l[:VZ:a4[Wa Paget LOAD CASE(S) Standard Concentrated Loads (Ib) Vert 3=93 6=93 Trapezoidal Loads (plf) Vert 3=72 -to -15=103, 16= -103 -to -6=72 WARNENG - Fer fy design parameters and READ NOTES ON TNLS AND Dl CLUOED mzTER REFERENCE PAGE ASB -7473 BEFORE USE. Design volid far use only with Mr'Tek connectors. The design is based only upon parameters shown, and is for an individual binding component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbilfity of the er. M iTe k' ector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _ fabdcotion, quality control storage, delivery. erection and bracing. consult ANSIJI ll Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Safety Information ovoilabte from Truss Plate Institute, 583 D'Onofrio Lane, Suite 109 Drive. Madison. WI 53719. Citrus Heights, CA, S Job fuss Truss Type =Job SAETERN RES. SAET1004 A9 FLAT R23041498 Reference o tional Longfellow Lumber Co., Inc., Chico, Ca. 95928.7434, Adam Diet 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Oct 06 12:02:45 2006 Page 1 3x6 11 7-3.14 14-5-15 21-8-1 28-10-2- 36-2-0 7-3-14 7-2-2 7-2-2 7 2 2 7-314 Scale = 1:62.3 4x8 = 4x4 = 4x8 = 4x8 = 4x8 = 3x6 II 15;0 mn2 3 4 5 6 7 in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.35 10-12 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.76 10-12 P" 1J 12 11 10 9 8 4x8 = 3x6 = 6x16 MT20H W8 = 1.5x4 11 3x6 = 4xB = 3x4 = 7-3-14 14-5-15 21-8-1 28-10.2 362-0 7314 7-2-2 7-2-2 7-2-2 7.314 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.35 10-12 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.76 10-12 >564 180 MT20H 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.91 HOrz(TL) 0.25 8 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 206 lb LUMBER BRACING TOP CHORD 2 X 6 OF SS G TOP CHORD BOT CHORD 2 X 4 OF No.1&Btr G BOT CHORD WEBS 2 X 4 OF No.1 G 'Except' WEBS 2-13 2 X'4 DF Std G. 3=12 2 X 4 OF Std G, 5-10 2 X 4 DF Std G 6-9 2 X 4 OF Std G JOINTS REACTIONS (Ib/size) 14=2655/0-3-8, 8=2655/0-3-8 Max Horz 14=97(load case 4) Max Upliftl4=29(load case 4), 8=-38(load case 4) 2-0-0 oc puffins (3-1-12 max.): 1-7, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-13,5-9 2 Rows at 1/3 pts 2-14.6-8 1 Brace at Jt(s): 1, 7 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-440/2, 1-2=109/37, 2-3=-4346/69, 3-4=-6414/87, 4-5=6414/87, 5-6=-4350/41, 6-7=-108/37, 7-8=-438/0 BOT CHORD 13-14=116/4346, 12-13=134/6414, 11-12=124/6399, 10-11=-124/6399, 9-10=-124/6399, 8-9=-89/4350 WEBS 2-14=-4752/44, 2-13=28/1134, 3-13=-2319/20, 3-12=23/239, 5-12=12/17, 5-10=-18/242, 5-9=-2298/39, 6-9=34/1128, 6-8=-4757172 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-7=-134(F=62), 8-14=14 WARNWO - Ferth dcMgn panametem and READ NOTES ON TMS AND INCLUDED MITER REFERENCE PAGE MH -7473 BEFORE USE. Design valid for use only with Mi -Tek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design paromenters and proper incorporation of component's responsibility of building designer - not truss designer. Bracing shaven is far lateral support of individual web members only. Additional temporary bracing to insure stability during comtruclion is the responsbillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Far general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. SO D'Onotrio Drive, Madison, WI 53719. OQ?,o ESS/pN9 h�9`�\��R S. Tjyc�F� LIJ 0433 � I -c 7 * . October 9,2006 _MiTek' 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Job nus russ ype ry y TSAETERN RES.SAET1004 Bt HOWE 7 R23041499 Reference o tional Longfelow Lumber Co., Inc., Chico, Ca. 9592&7434, Adam Dietz 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Oct 06 12:02:45 2006 Pege 1 1.0- 7-9-12 15-1-0 11-0-0 7_ , 22-4-4 I 30.2 0 9-12 7-3-4 7-3.4 7.9.12 1-40 4x6 = Scale = 1:59.7 sxlu = 11 10 9 8 3x10 = 1.5x4 II 3x4 = 3x8 = 1.5x4 II 7-9-12 157-0 22-4-4 30-2-0 7-9-12 7-3-4 734 7-9-12 LOADING (psf) SPACING 2-0-0 CSIDEFL TOP CHORD in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.11 2-11 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.23 2-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.07 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 131 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.l&Btr G TOP CHORD BOT CHORD 2 X 4 DF No.t&Btr G BOT CHORD WEBS 2 X 4 DF Std G WEBS REACTIONS (Ib/size) 2=1367/0-3-8,6=1367/0-3-8 Max Horz2=51(load case 3) Max Uplift2=14(load case 5), 6=14(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=2321/42, 3-4=1579(75, 4-5=1579!75, 5-6=2321/42, 6-7=0/31 BOT CHORD 2-11=0/1961,10-11=0/1961,9-10=0/1961,8-9=0/1961.6-8=0/1961 WEBS 3-11=20/289.4-9=55/847,5-8=20/289.3-9=767/45.5-9=767/45 Sheathed or 3-10-11 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-9,5-9 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 30 In with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OQRpF ESS/pN� S.CO TjNG�I F� 0 C 046A33 T *� E��1-07 /* TF October 9,2006 WARNLNG - 17e1t fy dealgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE pAGE mu.7473 BEFORE USE. Design valid for use only with Malek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown p A i �� �' a for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the M erector. Additional permanent bracing of the overall structure h the responsibil ly of the building designer. For generol guidance regarding fabricat'an, quality control storage. delivery, erection and bracing, consult ANSI/TPII Quality Cdfeda. DSB-89 and BCSII Building Component "w`r'rs PefOA�' Safety Information available from Truss Plate Institute. 583 D'Onotrio Drive, Madison, WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Job russ I russ I ype uty Ply SAETERN RES. SAET1004 ci KINGPOST 1 1 R23041500 Job Referenceo tional Longfellow Lumber Ca., Inc., Chico, Ca. 95928-7434, Adam Dietz 6.200 5 Jul 13 2005 MTek Industries, Inc. Fri Oct 06 1202:46 2006 Page 1 -1.0.0 8-1-8 i 16-3.0 17-3.0 1-0-0 8-1-8 8-1-8 1-ao 3x8 = 4x12 — 4x12 = NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. Scale c 1:34.2 4x12 = 1.5x4 II 1.5x4 II 8.1-8 Plate Offsets (X,1): [2:0-3-12,0-2-01, [3:0-4-0 0-2-01 [4�0-4-0Edge) f5:0-4-0,0-2-01,[6:0-3-12.0-2-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 TCDL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.07 2-9 >999 240 MT20 220/195 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.14 2-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.04 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 103 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 5-3-2 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1699/0-3-8, 6=1699/0-3-8 Max Horz2=24(load Case 4) Max Uplift2=14(load case 5), 6=14(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/62, 2-3=2515/36, 3-4=11/441, 4-5=11/441, 5-0=-2515/36, 6-7=0/62, 3-26=2564/48, 5-26=2564/48 BOT CHORD 2-9=0/2063,8-9=0/2064.6-8=0/2063 WEBS 3-9=16/161, 5-8=16/161 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc.y 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with an other live loads. /ly 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Design assumes 4x2 (flat orientation) at oc spacing indicated, fastened CoQ\kpFESS/p q purlins to truss TC w/ 2-10d nails. 9) In the LOAD CASE(S) section, loads applied to the face the G. of truss are noted as front (F) or back (B). ��P�_p�R Q LOAD CASE(S) Standard 1) Regular. Lumber 0 W 1 04 3 SO Increase=1.25, Plate Increase=1.25 CKC Uniform Loads (plf) Vert 2-6=-14, 1-2=144(F=72), 6-7=144(F=72) * E Continued on page 2 October 9,2006 ,& WARNING -Verify dealgn panametem and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE mu.7473 BEFORE USB. Design valid tar use only with MTek conneclors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown M i Te k, is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control storage, delivery, erection and bracing, consult ANSI/TPI11 Quality Crfteda, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safely Information available from Truss Plate Institute. 583 D'Onotrio Drive. Madison. WI 53719. Citrus Heights, CA, 95610 Job Nu fuss_ ype 1:17�R N RES.SAET1004 Ct KINGPOST 823041500 ference o clonal Longfellow Lumber Co., Inc., Chico, Ca. 95928.7434, Adam Dietz 6.200 s Jul 13 2005 Mn`.k Industries, Inc, Fri Oct 06 12:02:46 2006 Page 2 LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 2=145(F=73}to-3=185(F=113), 3=185(F=113) -to -4=189(F=117), 4=189(F=117}to-5=185(F=113), 5=185(F=113}to-6=145(F=73), 3=113(F) -to -26=117(F), 26=117(F) -to -5=113(F) ® WARJMVG - Vertfy deelpn parameters and READ NOTES ONTN7S AND DJCLUDED m7TEA REFERENCE PAGE MD -7473 BEFORE OSE. Design valid for use only vilh Welt connectors. This design is based only upon paramelm shown- and is for on individual building component. Applicability of design paromenters and proper incorporation of component B responsibility of building designer - not truss designer. Bracing shown is for literal support of individual web members only. Additional temporary bracing to imure stability during construction is the responsibillity, of the M iTe k' erector. Additional permanent !racing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Bu0ding Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Citrus Heights. CA, 95610 Job russ cuss ype ty y SAETERN RES. SAET1004C2 OUEENPOST 4 1 Job Reference(optionR23041501 al Longfellow Lumber Co., Inc., Chico, Ce. 95928-7434, Adam Dietz 6.200 s Jul 13 2005 Wo Industries, Inc. Fri Oct 06 12:02:46 2006 Page 1 -1-0.0 4-4.0 8-1.8 11.11-0 16.3.0 17-3-0 1-0-0 4-4.0 3-9.8 3.9-8 4.4-0 1-0-0 04 = Scale = 1:31.3 3x8 = 3x6 = 1$ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.15 Vert(LL) 0.06 6-8 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.12 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.02 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 67 lb LUMBER BRACING TOP CHORD 2 X 4 DF NoA&BtrG TOP CHORD BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=769/0-3-8, 6=769/0-3-8 Max Horz2=25(load case 3) Max Uplift2=13(load case 5), 6=-13(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-1154/13, 3-4=847/41, 4-5=847/41, 5-6=1154/13, 6-7=0/31 BOT CHORD 2-8=0/967,6-8=0/967 WEBS 3-8=317/15,4-8=31/486,5-8=-317/15 Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard � OQ�OF ESSlpti�l Q- �R S. TjNc S, 0 2P �� m CK C 09.433 MirSR�W���© October 9,2006 ® WARNING -Verify deafgn parameters and READ NOTES ON THIS AND INCLUDED MITER REPERENCE PAGE MD -7473 BEFORE USE. Design valid for use only with Mlek connectors. This design's based only upon parameters shown, and is for on individual building component. Applicability of design poramenters and proper incorporation of component's responsibility of building designer - not truss designer. Bracing shown M i Te k. is fa lotwol support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the elector. Additional permonenl bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control storage. delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component rmcs'o renros..; Safety Information available from Truss Piste Institute. 583 D'Onotrio Drive. Madison. WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Job Truss russ ype Qty Ply SAETERN RES. SAET1004 DI FINK R23041502 6 1 Job Reference o lional Longfe0ow Lumber Co., Inc., Chico, Ca. 95928. 7434, Adam Dietz 6.200 s Jul 13 2005 MiTek Industries, Inc. Fd Oct 06 12:02:47 2006 Page 1 31 -1-0-0 5-4-4 10-2-0 14.11-12 20-4-0 1-60 5-44 49.12 4-312 5-4.4 4x4 = Scale = 1:40.5 3x4 = 3x4 = 3x4 = 611-8 13-4-8 20-4.0 6-11-8 65-0 611-6 3x6 = Ig LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.20 Vert(LL) 0.06 6-7 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.12 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 84 Ib LUMBER TOP CHORD 2 X 4 DF N0.18Btr G BOT CHORD 2 X 4 DF N0.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=947/0-3-8, 6=859/Mechanical Max Horz2=42(load case 4) Max Uplif2=14(load case 5), 6=1(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=1505/23, 3-4=1306/66, 4-5=-1315/68, 5-6=1514/26 BOT CHORD 2-9=0/1265.8-9=0/862,7-8=0/862.6-7=0/1276 WEBS 3-9=-331/13, 4-9=32/464, 4-7=35/471, 5-7=337/15 BRACING TOP CHORD Sheathed or 5-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard �oQROF ES S1 eR S. TjNc F� CI m af C 09433 T October 9,2006 WARNLNG - Ver1 jy derign parameter and READ NOTES ON THIS AND INCLUDED M=K REFERENCE PAGE MB -7473 BEFORE USE. Design valid for use only with Mr1ek connectors. This design is based only upon parameters shown- and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown M i Te k. is for lateral support of individual web members members only. Additional temporary bracing to insure stability during construction is the responsibilliy of the erector. Additional permonent bracing of the overall structure is the responsibility, of the building designer. For generol guidance regarding o Penroa..- tobrication, quality control. storage, delivery. weclion and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component rowew. Safely Information ovotlable from Truss Plate Institute- 583 D'Onchio Drive. Madison. WI 53719. 7777 Greenback Lane. Suite 109 Citrus Heights, CA, 95610 Job Nss NS5 Type Qty ply =SAERTERNRES.SAET1004 E1 FINK 1 823041503 ence o tionalLongfellow Lumber Co., Inc, Chico, Ca. 95928-7434, Adam Dietz s Jule 2005 MiTek Indusbtes. Inc. Fd Oct 06 12:02:47 2006 Pagel 11 -1-0.0 6-3-12 12.1-0 17-10-4 20.4-0 1-0.0 6-3-12 5.9-4 6.9-4 2-5.12 4x6 = Scale = 1:42.2 4 II 3x6 = 10 9 B 7 3x4 = 3x4 = 3x4 = 3x4 = 8-2-13 15-11-3 20-0.0 B•2-13 7-8-6 4-4-13 kn h LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.08 2-10 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.17 2-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.02 7 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 96 lb LUMBER TOP CHORD 2 X 4 DF No.l&BtrG BOT CHORD 2 X 4 DF No.1&BtrG WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=947/0-3-8, 7=859/Mechanical Max Horz2=99(load case 4) Max Uplifl2=14(load case 5), 7=1(load Case 5) BRACING TOP CHORD Sheathed or 5-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=1457/29, 3-4=1218/80, 4-5=-844(78, 5-6=-27/60, 6-7=31/11 BOT CHORD 2-10=27/1213, 9-10=0!710, 8-9=0!710, 7-8=0/590 WEBS 3-10=-403/16, 4-10=-40/583, 4-8=99/32, 5-8=9/218, 5-7=993/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard OQ�pFESS/pN� S. Tjyc�F� LU C 046A,33 T October 9,2006 WARNING - Ver jry design pammete and READ NOTES ON THIS AND rNCLUDED AM= REFERENCE PAGE AM 7473 BEFORE USE. Design valid for use only wills Weir connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional Temporary bracing to insure stability during construction is the responsibilfity, of the MiTek. erector. Addifional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, defivery. erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSIT Building Component roM.s,o ---- Safety Intorrnaiton available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. 7777 Greenback Lane. Suite 109 Citrus Heights, CA, 95610 Job runs niss ype Qty Ply SAETERN RES. SAET1004 F1 CAL HIP 1 1 R23041504 Job Reference Longfellow Lumber Co., Inc., Chico, Ca. 95928(optional) .7434, Adam Dietz 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Oct 06 12:02:47 2006 Page 1 •1-0-0 5-6-12 5- 0- s 10-4.0 14-9-1 1 120.8-0 21.8-9 1-0-0 5-6-12 0.4.3 4-5-1 4.5-1 0-4.3 5-6.12 1.0.0 Scale = 1:38.0 4x6 3x8 = 4x6 3x4 = 4x6 = 1.5x4 II 3x4 = 5-6-12 10-4-0 15.1-4 20-8.0 5-6-12 4-9-4 49-4 5-8-12 4x8 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.08 10 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.23 10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.08 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 861b LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD BOT CHORD 2 X 4 DF No.1&BV G WEBS 2 X 4 DF Std G BOT CHORD REACTIONS (Ib/size) 6=1724/0-3-8,2=1724/0-3-8 Max Horz2=18(load case 3) Sheathed or 3-5-13 oc purlins, except 2-0-0 oc purlins (3-9-0 max.): 3-5. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=3277/0, 3-4=2845/0, 4-5=2845/0, 5-6=3277/0, 6-7=0/31 BOT CHORD 2-11=0/2874, 11-12=0/3500, 10-12=0/3500, 9-10=0/3500, 9-13=0/3500, 8-13=0/3500, 6-8=0/2874 WEBS 3-11=0/682,4-11=837/0.4-10=0/280,4-8=837/0.5-8=0/682 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries hip end with 6-0-0 end setback. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 324 Ib down and 10 Ib up at 14-11-8, and 324 Ib down and 10 Ib up at 5-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=72, 3-5=139, 5-7=72, 2-6=27(F=13) Concentrated Loads (lb) Vert 3=324 5=324 Y WARNING -Verify design parameter outer READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poromenters and proper imorporotion of component is responsibility, of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilGly, of the erector. Additional permonent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erecfion and bracing, consul) ANSI/7P11 Quality Criteria. DSB-89 and BCSII BuBding Component Safety Information available from Truss Plate Insfitule, 583 D'Onohio Drive. Madison, WI 53719. O??,o ESS/pN� S. TjN�,I F2 Uj rn C 04 433 * E 7 ( T OF F October 9,2006 �M7ane, Suite 109 95610 Job truss cuss ype oty Ply ERN RES. SAET1004 F2 CAL HIP 1 1 R23041505 Job Reference o tions! Longfellow Lumber Co., Inc., Chico, Ca. 9592&7434, Adam Dietz 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Oct 06 12:02:46 2006 Page 1 -1.0-0 1 7-6-12 7-1015 12.9.1 1? -le 20-8.0 1-0-0 7-6-12 0-4-3 4-10.2 0-4-3 7-6-12 Scale = 1:37.1 4x12 = 4x8 = .sxo — 1.5x4 11 3x4 = 3x4 = 3x10 = ]$ 7-6-12 5-6.8 7-6-12 Plate Offsets (X,Y): [2:0.8 4 0 0 6) [3 0-5 8,0-0-81, [5:G-10-4,0-0-101 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.10 5-6 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.20 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.04 5 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 79 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.18Btr G TOP CHORD Sheathed or 4-4-7 oc purlins, except BOT CHORD 2 X 4 DF No.1 &Btr G 2-0-0 oc purlins (4-10-10 max.): 3-4. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 5=1007/0-3-8.2=1095/0-3-8 Max Horz2=35(load case 4) Max Uplift5=16(load case 5), 2=29(load case 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=1772(73, 3-9=1491/69, 4-9=-1491/69, 4-5=-1779!74 BOT CHORD 2-8=5/1487,7-8=-4/1483.6-7=-4/1483.5-6=-4/1496 WEBS 3-8=-17/241, 3-6=12411140,4-6=28/243 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries tie-in spans of 2-0-0 from front girder and 4-0-0 from back girder. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. OF ESS/ 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 Ib down and 11 Ib up at 12-11-8, Q� �!y and 93 Ib down and 11 Ib up at 7-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others.CID��P��R S. r�NC�FZ LOAD CASE(S) Standard (� 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Q L m Uniform Loads (plf) LU rn Vert 1-3=72, 4-5=72, 2-5=14 C 0 433 X Concentrated Loads (lb) Vert 3=93 4=93 * E O7 Continued on page 2 October 9,2006 A WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITER REFERENCE PADS MU -7473 BEFORE USE. Design valid for use only with MuTek connectors. This design is based only upon parameters shown- and is for an individual building component. am Applicobilily of design poromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown MiTek, is for lolerol support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional pennonent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery. erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BC511 Building Component piss •^ Psaros..: Safely Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. 7777 Greenback Lane, Suite 109 _ Citrus Heights, CA, 95610 Job fuss fuss ype ty y SAETERN RES. SAET1004 F2 CAL HIP 1 1 R23041505 Job Reference o ttonal Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, Adam Diems 6.200 5 Jul 13 2005 MTek Industries, Inc. Fri Oct 09'12-.02-48 2006 Page 2 LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert 3= -72 -to -9=103, 9=103 -to -4=72 WARNING - Derby deedpn Parameter and READ NOTES ON TMS AND INCLUDED MTZZK REFERENCE PAGE AM -7473 BEFORE USE. Design valid for use only Wlh MTek connectors. This design's based only upon parameters shown, and is for an individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer- not tons designer. Bracing shown is fa lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilfily of the MiTe k. erecta. Additional permanent bracing of the overall structure 6 the responsibility of the building designer. Far general guidance regarding ro...n m rw•gr fabrication, quality control. storage. delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback La Safety Information available from Truss Plate Institute. 5113 D'Onotrfo Lane. Suite 109 Drive. Madison, WI 53719. Citrus Heights, CA. ne. Su Job rus5 fuss, ype city Ply SAETERN RES. SAET7004 F3 HOWE823041506 1 Job Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, Adam Dietz 6.200 s Jul 13 2005 MITek Industries, Inc. Fri Oct 06 12:02:48 2006 Page 1 5-7-6 10-4-0 15-0.10 20.8.0 57-6 48-10 4-8.10 57.8 4x6 = Scale= 1:37.8 2x8 II4x12 1 6x8 = 5x6 = 2x8 11 5-7-6 1 10.4-0 15-0-10 20-8-0 5-7-6 4-8.10 4-8-10 57-6 Plate Offsets (X,`O: (1:0-3-8,0-2-01 [3:0-3-0.0-1-81, f5:0-3-8,0-2-01 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 TCDL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.08 8-9 >999 240 MT20 220/195 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.21 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(TL) 0.06 5 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 207 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.18Btr G TOP CHORD Sheathed or 4-3-13 oc purlins. BOT CHORD 2 X 6 OF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std G *Except* 3-82X4 OFNo.1G REACTIONS (Ib/size) 5=5257/0-3-8, 1=5257/0-3-8 Max Horz 1 =28(load case 4) Max Uplifl5=7(load case 5), 1=7(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-8978/41,2-3=-6124/57.3-4=6124/57.4-5=8978/41 BOT CHORD 1-9=0!7967, 8-9=08967, 7-8=0!7967, 6-7=0/7967, 5-6=Of7967 WEBS 2-9=18/2412, 3-8=-44/5058, 4-6=19/2412, 2-8=-2972/34, 4-8=-2972/34 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft b 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If SOF ESS/ON porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 5) This COQ R S truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) A 20% has C�`.n� plate rating reduction of been applied for the green lumber members. Q LOAD CASEStandard 1) Regular. Lumber (7S) �1 LIJrnc oa Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-5=444(F=430), 1-3=72; 3-5=72 ^� * EXP. October 9,2006 IL WARNING - Ve>t fy design parameters and READ NOTES ONTNIS AND INCLUDED BIITEA REFERENCE PAGE MM -7473 BEFORE Usk. Design valid for use only with Welk connectors. This design is based only upon parameters shown, and is for an individual building component. om Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the re,sponsibi[ y of the i Te k• erector. Additional permanent bracing of the overo0 structure is the responsibility of the building designer. For general guidance regarding fobricalton, quality control. storage, delivery, ere,clion and bracing, consult ANSI/TPII Quality Criteda, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D-Onohio Drive. Madison. WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Job russ russ ype MY SAETERN RES. SAET1004 G1 CAL HIP 1 1 823041507 Longfellow LumJob Reference (Optional) ber Co., Inc, Chico, Ca. 9592&7434, Adam Dish 6.200 s Jul 13 2005 M7ek Indusbies, Inc. Fri Oct 06 12:02:49 2006 Page 1 5-6-12 5.10 -PS 9-4.1 13.1-7 16.8-9 1 ,1 2,12 22-5.8 23.5-8 5512 0-4-3 3-5.2 3.9-5 3.52 0-4-3 5-6.12 1.0-0 Scale = 1:39.3 4x6 ennN 5" 3x4 = 3x8 = 4x6 3x4 = 3x4 = 5x6 W8= 3x4 = 4x1L 1.5x4 II 5512 9-4-1 13-1-7 16-10.12 22-5.8 5-6.12 3.9.5 3.9-5 3-9-5 5.6-12 Plate L)ftsets (X Y): [1:0-1-10,Edge], [2:0-0-1.0-0-01, 15:0-2-12.0-2-01, [6'0-0-10 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.11 9-11 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.29 9-11 >907 180 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.10 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 96 lb Lumrscr< BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD BOT CHORD 2 X 4 DF No.18Btr G WEBS 2 X 4 DF Std G BOT CHORD REACTIONS (Ib/size) 1=178710-3-8,6=1874/0-3-8 Max Horz1=29(load case 3) Sheathed or 3-3-1 oc purlins, except 2-0-0 oc purlins (3-2-5 max.): 2-5. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=3614/0, 2-3=3135/0, 3-13=3936/0, 4-13=3936/0, 4-5=3120/0, 5-6=-3601/0, 6-7=0/31 BOT CHORD 1-12=0/3174, 12-14=0/3936, 11-14=0/3936, 11-15=0/3934, 10-15=0/3934, 9-10=0/3934.9-16=0/3934. 8-16=0/3934, 6-8=0/3160 WEBS 2-12=0/836, 3-12=1072/0, 3-11=0/221, 4-11=25/29, 4-9=0/223, 4-8=1082/0, 5-8=0/836 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries hip end with 6-0-0 end setback. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 324 Ib down and 10 Ib up at 16-9-0, and 324 Ib down and 10 Ib up at 5-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=72,2-5=139.5-7=72,1-6=27(F=13) Concentrated Loads (lb) Vert 2=324 5=324 WARNING - 9erVy deergn parameter and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MD -7473 BEFORE USE. Design valid for use only with Welt connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for bleral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery. erection and bracing, consult ANSI/TPII Qualify Criteria, DSB-89 and BC511 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. October 9,2006 MiTek' 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 O NSS NSS ype ly y SAETERN RES. SAET1004 G2 CAL HIP 1 i R23D41508 Job Reference o tional Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, Adam Dietz 6.200 s Jul 13 2005 10,7 Industries, Inc. Fd Oct 06 12:02:49 2006 Page 1 7-8.12 7- 0-15 14-6-9 141 2112 22.5-8 23.58 74-12 0-4.3 6-7-10 0.4-3 7-6-12 1.0-0 Scale = 1:39.3 5x8 i 08 = 4x8 = 1.5x4 II 3x4 = 3x4 = 4x8 = III 7-6.12 14.10.12 n -se 7-6-12 7-4-0 7-6.12 Plate Offsets (X,Y): [1:0-0-8,0-0-2] [2:0-2-12,0-1-121, (3:0-3-12 Edge] [4:0-0-8,0-0-21 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.09 1-8 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.19 1-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.06 4 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 2-114 oc puffins, except BOT.CHORD 2 X 4 DF No.18Btr G 2-0-0 oc purlins (4=0-4 max.): 2-3. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 5-8-5 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS (Ib/size)1=1099/0 3 8, 4=1185/0-3-8 QUALIFIED BUILDING DESIGNER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE Max Horz 1 =-459(load case 8) SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. Max Uplift1=718(load case 12), 4=731 (load case 13) Max Grav1=1799(load case 7), 4=1886(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=3587/1560, 2-9=2357!724, 3-9=2023/390, 34=3578/1592, 4-5=0/31 BOT CHORD 11-10=372/2073,8-10=372/2073. 7-8=3711/2068,6-7=3711/2068, 6-11=43/1746, 4-11=-1411/1926 WEBS 2-8=22/279, 2-6=509/495, 3-6=197/345 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed for a total drag load of 3200 lb. Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-0, P�OF ES$/QNB 21-5-8 to 22-5-8 for 1600.0 plf. 7) Girder carries tie-in spans of 2-0-0 from front girder and 4-0-0 from back girder. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 Ib down and 11 Ib up at 14-9-0, and 93 Ib down and 11 Ib up at 7-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LU 17171 LOAD CASE(S) Standard Ci 001 3 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 * E 07 Uniform Loads (plf) Vert 1-2=72, 3-5=72,1-4=114 Continued on page 2 October 9.2006 WARNING - Vert fy deeign parameter and READ NOTES ON TNfS AND INCLUDED WTER REFERENCE PAGE M9.7473 BEFORE USE. ' Design valid for use only with Welt connectors. This design is bosed only upon parameters shown, and is for an individual building component. HE Applicability of design paromenters and proper incorporation of component is responsibility, of building designer - not truss designer. Bracing shown M i Te k' is for latemers lateral support of individual web mebonly. Additional temporary bracing to insure stability during construction is the responsbillity of the erector. Additional permonent bracing of the overall structure is the responsibility, of the building designer. For general guidance regarding fabrication. quality control. storage, dervery. erection and bracing, consult ANSI/TPII Quality Criteria. DSB-89 and BCSII Building Component Po1LpTp rcaroA�- Solety information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. 7777 Greenback Lane, Suite 109 Citrus Heights. CA. 95610 Job Fuss russ ype =Job RES. SAET1004 G2 CAL HIP R23041508 ence o tiional Longfellow Lumber Co., Inc., Chieo, Ca. 95928.7434, Adam Dietz 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Oct 06 12:02:49 2006 Page 2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert 2=-93 3=93 Trapezoidal Loads (plf) Vert: 2=7240-9=103, 9=103-0-3=72 ® WARNING - FerVy deefgn parameters and READ NOTES oN TNis AND INCLUDED MITER REFERENCE PAGE M)7.7473 DEPGRE USB. . Design volid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. • Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members any. Additional temporary bracing to insure stability during construction is the responsibilliy of the M iTe k' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fobricoBon, quo5ty control storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSR -89 and BCSII Bu0ding Component Safety tnfonna8on available from Truss Plate Institute. 583 D'Onotrio Drive, Madison. WI 53719. 7777 Greenback Lane, Suite 109 _. Citrus Heights, CA. 95610 Job russloss ype ty y SAE7ERN RES. SAET1004 M7 MONO TRUSS g 1 823041509 ren „TMs �^ I-- — exe,e 1.11 2-8 >999 240 Job Reference o tional „rug ro Awa ran ng inuusmes, me rn um ub 12:ar.:50 [(Alb Hage 1 -1-0-0 6-0-0 8-1-8 10-1-8 14-1-8 15-1-0 1-" 6-0-0 2-1A 2-" 4-" 0-11-8 5x10 = 1.5x4 II 6-0-0 6-M Scale - 1:38.7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.05 2-8 >999 240 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.08 2-8 >814 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD Sheathed or 2-10-8 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 3-8-7 oc bracing. WEBS 2 X 4 DF Std G QUALIFIED BUILDING DESIGNER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. REACTIONS (Ib/size) 2=300/0-3-8, 8=464/Mechanical, 4=28/0-1-8, 5=300/0-1-8, 6=202/0-1-8 Max Horz 2=207(load case 12) Max Uplift 2=2039(load case 8), 8=34(load case 12), 4=30(load case 7), 5=4(load case 10), 6=26(load case 13) Max Grav 2=2376(load case 7), 8=466(load case 7), 5=301 (load case 7), 6=202(load case 6) FORCES (Ib)- Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-4688/4421, 3-4=-98/0, 4-5=76/63, 5-6=72/57, 6-7=33/0, 3-8=426/27 BOT CHORD 2-9=3223/3216, 9-10=26/19, 8-10=26/19 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5, 6. 6) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 4, 5, 6. 7) This truss has been designed for a total drag load of 4200 Ib. Connect truss to resist drag loads along bottom chord from 0-0-0 to 3-0-0 for 1400.0 plf. LOAD CASE(S) Standard OQ\.),pf ESS/ONS S. rjNc�Fy C 04633 * EXP �07 t OF October 9,2006 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only with Malek connectors. This design's based only upon parameters shown, and is far on individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown iTe k' is for lateral support of individual web members only. Additional lemporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ro..xs ro oxsr .. - fabrication. quality control storage. delivery, erection and bracing. consult ANSIAPII Quality Cdteda, DSB-89 and BCSII Bunding Component 7777 Greenback bane, Suite 109 Safety Information available from Truss Plate Institute, 5113 D'Onotrio Drive. Madison. WI 53119. Citrus Heights, CA, 95610 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) . OFFICE #: (530) 538-7541 PERMIT NO. BP060515 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/01/2006 APN: 025-340-045-000 the Business and Professions Code, and my license is in full force and effect. CI ss : �_ License Number: — 'Site Site Addressse • 690 LONE TREE RD PAL 2� � Map Index: Date: Contractor. Description: nsf (3368), gar (730), COV (330) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: SEATERN, KEVIN N. AND KELLY K. permit to construct, alter, improve, demolish, or repair any structure; prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 6820 BOWLING DR. the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or SACRAMENTO, CA. she is exempt therefrom and the basis for the alleged exemption. Any 95823 violation of Section 7031.5 by any applicant for a permit subjects the 916-769-5731 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an Applicant: SAETERN, KEVIN N. AND KELLY K. owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 6820 BOWLING DR. sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of SACRAMENTO, CA. proving that he or she did not build or improve for the purpose of 95823 sale.). 916-769-5731 O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: J A D BUILT CONSTRUCTION ❑ I am Exempt under Article 3 of the Business and Professions Code 777 DUNSTONE RD. OROVILLE, CA. Date: Owner: 95966 530 533 7484 WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: 863207 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: , Carrier: `7/ 6 5 Policy #: Total Square Ft: 4428 S.F. ❑ 1 certify that in the performance of the work for which this permit is Valuation: $24020.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject a( employ)criminal penalties and one f!� to hundred thousand dollars $100,000, in addition to the cost of Roe compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. �-4 fnm�a'nt5 ��/, n n CONSTRUCTION LENDING AGENCY -This permit is hereby issued under theapplicableprovisions of the Butte County Code andfor I hereby affirm that there is a construction lending agency for the this is issued (Sec 3097 Civ.)ldwv�W940 Res lutions t9/do work indic4l4dbove.for which fees have been paid. performance of the work for which permit BY: Date: Name: ^� —to PERMIT EXPIRES ON: 7 Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505; 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form ument of Butte County. I hereby authorize representatives of Butte County ent9stl' on the above mentioned property for inspection purposes. ' Print Name: Signature' Date: ❑ Owner A Contractor ❑ Agent for Owner ❑ Agent for Contractor 8. C. qunaing Permn u i- iu-w P9 r I� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE wrLL BE REOUIRED AT TFME OFAPPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY* WNER Last Name/.. �(^'! irst Name Address r City J State GPT— Zp qqKn Phone (� _ " E-mail CONTRACTOR Name � f nl 4) Address -772 u yS1,Ni,5— City I/ Sta zj j`5 d Phone533.- ?VVy- Fax 5/9�"fi E-mail 370_6_3i� Lic. # 3 2 ® Cla ARCHITECT/ N /NEE Namel�` ; Address j 6 , 'v'01 ` ;1 C1 �L� �zp City G Fax State Z Phone 0 O �O Fax !moi � E-mail ` State License umb rNMA i APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning od Zone I SRA Occ. Type Const l Subdivision Name Map Book Page e7W it wr Plannas I Date ADDroved: Lot # w PERMIT NO. BP06057/ BW # , LOCATION AP# 0DIS 340- _�s Property Add��S9 F�70ss Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. (Note previous use)):: LENDING AGENCY Name j Address Ascription orope/off �• Work/" C5ng Sq. Footage , ❑ Structure Built without Pe Its _ r,f1 ❑ Proposed Change 0 �v y L (Note previous use)):: EXPIRATION OF APPLIC TION Applications for which a permit not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must'be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Re ived by: AmOU Bldg Receipt P V vl"\ . V Q� Q SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a pe it. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK 1. Site plan , 3 r 4 sets signed by the preparer of the Ian N h ► El ❑ V s. o grap paper. 2. Complete plan 3 r4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plan , 3 r 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 3. Engineered truss details and layouts in du licate (if required). No faxes! 4._ Energy compliance design and supporting documentation in du agg 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in rlrmlirnfn ❑ 12. Hazardous Material Form (for Commercial Buildings only). . , .A -A '-A - 1. Remaining items needed to issue the permit. Additional items maybe required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ` r-1_• � 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). • 2. Impact Fees. ❑ 3. California De artment of Forestry ' p plan approval (if required). 0" 4. NPDES Form. . ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 93-11, 6. Contractor's license information. (Number, Name Style, Classification). t� 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). - ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agriculftiral Acknowledgment Statement. ❑ 11. ❑Grant Deed, ❑ M.H. Title/Statement of Facts. �1 CK' 12. Sanitation and site plan approval fro (D) Floor m the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a .If Assistant at (530)538-7541. EXPIRATION OF APPLICATION ations for which a permit has not been issued will expire one year after date of application. In order to renew action application after expiration, a new application, plans and fees will be required. n • REQUEST FOR FEE REFUNDS ,is* can only be made upon written request by the person who paid the fee. The request must be made within two � from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits • i ;however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan [ ees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION e r L'� E.H. USE ONLY Y�f ^ Plot Plan Attached i Floor Plan Me& � Sent to BONDS TO:. Building Division — Development Services FROM: Environmental Health SU JECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal: Clearance for dwelling. Other Hold final fas Final clearance O.K. for: NOTE: Environmental Health Specialist Building Clearance 9/2005 Water Supply: Public P ate Well Y -J?,/ -OC. Date COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: /U J Permit Technician: . Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. /W 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. / N 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. / N 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 10 4. Engineered truss details and layouts in duplicate. No faxesl ❑ ,, / 5. Letter from Engineer or Architect for truss design review. �' V 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. \00 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 11. Hazardous Material Form / fV 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other p> s�-- _5,-10 -,0 (,/S5 �emainin items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14,San itation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable g" 1-0 �O El'15-. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 0 18. Erosion Control Plan Required........................................................................ (/V,! es as shown on the attached Schedule of Fees Due She"'''''''''''**''''''''''''*****' ❑ City of Chico Plumbing permit........................................................................ 021. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forestry plan approval ❑ paid. Sent by: 10 41<23. Planning approval for (A) Use: JOfFlarking: Parcel Check: ........... L_.rA PA✓ _PG ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... - `\J 226_NPDES Form............................................................................................. 7. ncroachment Permit for driveway from the Public Works Dept ........................... fir, ❑-28- ontractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... N 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone / erYl N N �� and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: ,G? A�.o�� Date: 1. Index permit application for th abve ite ered: Plan Check Letter v 2. Additional items required / r Contractor, designe s k v s d ve da one, ❑ mail, ❑ counter, by Date: •- Contractor, designerr, o�s advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, ow was advised of the abo a data by ❑ phone, ❑ mail, ❑ counter by Date: Plans reviewed by: 1P Date: fj Plans approved by: 711 K Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division M K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.neVdds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner saetern, kevin Application Date 3/6/2006 APN No: 025-340-045 Permit No: BP 06-0515 Permit Type: nsf 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION \$3,758.32 Plan Check portion of Permit Fee $1,503.33 $2,254.99 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 (State Responsibility Area) Building Inspection $109.98 0 - $204.98 NON-REFUNDABLE portion of fees due at application $1,50 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 3.33 RECEIPT DATE Tech/Asst W$,►503!33i7 6'7 5-6-66 l� • At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: yyL Date: Pursuant to Government code Section 66020, you are hereby notified those Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 97 OWNER -BUILDER VERIFICATION Attention Property Owner: A i "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay iri processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [ ] -NO [ V 2. I HAVE [ ] HAVE NOT [ signed an application for building permit for the proposed work. 3. I have contracted with the.following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to. provide . the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: A/ DATE: - d NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County .Department of Development Set -vices ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has'been submitted in your naive listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. UC vVa Department of Public Works -C o u n t -y o f B u t.. t o ichael Crump, Director LAND DEVELOPMENT DMStON Storm Water Management Program 7 County Center Drive Orovlile, CA 95965 r30) 538-7-266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm 'Water Permit and Storm Wafer Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAN I ACRE) Project Description: /`J s Project Location and/or Parcel Number: By signing below, L the project ownerlowner's agent, certify that this project WILL NOT DISTURB I acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit freru the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of Iess than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board - I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or -other permits or other sanctions provided by law. Signed: Title: Date: .3 - 6 - ®,' Butte County Departnent of Develop nentServlces °�1Tr�o 7 County Center Drive ° ° <• >- Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile c0UN1� BUILDING PERMIT APPLICATION WITHObT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, - Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 9 I need to submit applications for septic and/or well to Butte County Environmental Health immediately. e I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained e I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building -plans to the Building Division. Once ,the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: �cvi ��/��/c�iU APN: DWI-- 340-O e15_ Building site address: e� �aaki Permit No.: Gs4- I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT '.7-6-06 DATE Copy to Applicant/EH/File Y•Forms/BldePermitwithoutClearances 020705 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING March 13, 2006 Kevin Saetern 3820 Bowling Dr. Sacramento, Ca. 95823 Assessor Parcel Number: 025-340-045 Building Permit Number: 06-0515 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re- check and approval of this project. COMMENTS: d1_Energy calculations that were submitted are missing the Mandatory Measures summary sheets, MF -1R for 2005. Please provide 2 sets. ,,4 /2 Provide ceiling heights on plans. The structural calculations have a total roof load of 36psf The truss engineering only shows a O� total roof load of 30psf. Please revise roof trusses that show the correct live and dead loads that a adequate enough to support a concrete tile roof. O�/ Provide calculations for the collector forces that are being transfer from the roof members to the shear panels. Submit new roof truss engineering that show roof members that are adequate for drag forces. Provide roof truss supports directly under each member that has a reaction load of over 1,950 lb/ft. For truss members -D-4 and H-4, provide vertical load calculations for the columns required. The 4"x 4" post at truss member D-4 appears to be over loaded for the reactions listed on the roof cuss. ©kKey in the details from detail sheets and omit the ones that don't apply. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied. for your permit.) The counter staff will answer any questions concerning the Data Sheet. C C Jim Peterson Philo Hunt, P.E. Plans Examiner Plan Check Engineer r • ` PLAN REVEEW RESPONSE PORE in order to expr4ite the review of your plaits, please eamplete the following intmadon and ra= this form A -Ah your re -submittal. this fora is not comple% as to all correction items, we will not be able to accept your re-su'omittal for review. There must be a va response to every item requested in our plan correction letter. 'lay others" is not considered a valid msponse, Ptcaso indicate yc response to each item and the location where the Information can be found on the planslcalcr. ......rr a..w ae•,+w n.fe urgNMA MM"eam Rtl/1 f415N4TUR1 CI 1 LIC, -- - DATE: /31 NL. via,A - jgwr LLj M7 M W Z.o 'd WH btb: Lo 900Z -Ll -21tiW 7 AN REVIEW RESPONSORM lArder to expedite the review of yo , please complete the following informatifflMd return this form with your re -submittal, this form is not Complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. `My others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plans/calcs. ATTACH THS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: 3/�li Q 6 ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: t 6lWa 1� 'Lo k4•�— �i LOCATION ON PLANS/CALCS: a t.,+ �v-�.,�a c..� c. COMMENTS: T r V•SS cok Lf 0.v .• :aw a.v. hYV► S,e, a tat C cvvt c * COMMENTS: -r%j#r.c t r �. - C.e.. -jS �V �x.r i8� : o-tiL...✓ b. ker�.ls.�..�C`a��sa L t•� PLAN CHECK ITEM # 4 D RESPONSE BY: Too ro k- +L�4Gwt .. LOCATION ON PLANS/CAL-CS: N tw �t Y v,.% i CA It , COMMENTS: -,rr%wss C.�c. 1,:-w_ YQ,N,kl Acc, C.s:at - r COMMENTS: -r%j#r.c t r �. - C.e.. -jS �V �x.r i8� : o-tiL...✓ b. ker�.ls.�..�C`a��sa L t•� PLAN CHECK ITEM # -S - RESPONSE BY: 1 1 LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: 4, a.: c -s COMMENTS: -r%j#r.c t r �. - C.e.. -jS �V �x.r i8� : o-tiL...✓ b. ker�.ls.�..�C`a��sa L t•� hr. -As GI : 7 -kLz? .• �vv.�� p. t , S(ws8. i'eat `Ce v: sa 0 X PLAN CHECK ITEM # (� RESPONSE BY: ,r oar a.4. j..1tte - LOCATION ON PLANS/CALCS: COMMENTS: V M wk a t1,t,\ o; \ i Q�„L Cx� �P p.RTMENT °k - Depart .ent ®f Public Works 90 C o u n t y o'f B u t t o 0 0 7 County Center Drive 0 Oroville, CA 95965 J. Michael Crump, Director (530)538-7681 (FAX) 538-7171 A ®�� 5 petro w°�`�``. Shawn H. O'Brien, Assistant Director Assessors Parcel Number: Qj 6-3y0-04/5 / Building permit # Owners Name: /4�� ii, r rn Owners Mailing Address: 6 �� Property Address: ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: O60 3 ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: Not a County maintained road F] Existing driveway conforms to County S-31 standard [] Other Approved by Printed Name Z-0 s Title �l Date /tLt�- CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT 1. An existing home with a driveway 10 years or older +and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM FF ATHER.RIVER RECREATION AND PARK DISTRICT (FRRPD) 0 CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) . Assessor Parcel Number (s) D 2 y� ys Building Permit Number 69 Property Owner (s) Project Location /Address Subdivision Name Assessable Sq. Ftge G Type of Residential Development (check one) . New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department � Demo Permit (date issued ) ted by Building Department Comments: Building Department Representative Date ❑ FRRPD _ 0 CARD ❑ PRPD ❑ DR/PD certifies that: !� (% Phone Number Applicant Name at City State Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ — Square Feet @ $ Remarks: Paid by Check No: 9,9 -0 -2 --Paid by Cash: per unit fora total of $ //20 -co per sq foot for a total of $ Receipt No: Zip .9 k, BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District C-J/�yf.4G� Building Department No. A.P. Number �Z / yy V urisdiction: City�C uo my Property Owner Property Location/Address N LF- 7zZzr Subdivision Lot No. 13/,->o6 0 S-/ 7 ResidentiallDevelopment Q Q Q Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group. R) Units Installation Conversion Permit # *(No foundation inspection) :........................................................................................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q 0 New Addition Building Department Representative District Identification No. 070043 a-arl&llpirA41--school District certifies that Sq. Footage (Including Exterior Roofed Areas) 1-1-1-7-06 Date (Applicant) , �.. QD/• S 3 --7 Y=f I- (St eet Address) (Phone Number) OV, 9 P7 &'�4 7 (State) has complied with the requirements of Resolution No. / b S 49 o representing 31 —3 LU b square feet. School District Representative Paid by Check # Remarks: (Zip Code) 72 R, I;^ by payment of $ tbS -7. B 2926 $ ULL MITIGATION $ 694�At� Date 1 11 Notice: You may protest the Imposition of the tees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest velli prohibit you from challenging the Imposition of the fees in any court action. if, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School Dlstrid Is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Ad (CEQA), this project may be subject to additional school fees to fully mitigate Its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xis (3/05),dMm o &4z"0140441 arid q � 0 4,6 des. Sydvl: l/e� �.. j f 025-340-045 Cia 0515,5 SAETERN, KEVIN 690 LONETREE RD, PALERMO CONT: OWNER,,,,,,RRA N O T E S 7! NSF. (GAR, COV_) C t k� (53u) . - ''r'�i ^ate 5 RESIDENTIAL . v APN: Permit No. r Owner - !3 ite wnerSite Address: , -, sr =-• -. . Contractor. ,Type of Permit: OFFICE COPY �,� j ►a Bldg Permit: • �' rS7� 9S�'";I'��al` I Address • � A 1i a I r.•ta Yi f r 7 � �1 "/ bate - GA By.r i Date t r �• °'(, Jt-� '+S ti "max. r Electric By ' ; , Date 2 �s d � S �rr ��, •� � t K h .,�. .� t . t - f , e 3�� `_ _ter •, r j . a I ,a 7 • DATE JOB FINALED: i� SIGNATURE:. CHECKED BY SRA i FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SU!,STANDARD HOUSING LETTER NCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE OK Vot OK RESIDENTIAL (Sing(& & Duplex) DATE JUNDE LOOR mp�,p DATE PLU GING p-`�gLZe_-Setbacks-Easements-Flood-Slopetr; Vent-Acc-Cmbstn Air Baffle 2'Ftgg Main; Soils-Elec Grnd � Ftg Dpth __jPipe; Test & Anchr-Nail Prtctn U -P g garage; Soils-Steel-Elec Grnd Z. Ftg Dpth.Test Fittings &Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth _ 5 hwr Pan; Test, First flr-Tub Acc k4�-S�lemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub. Acc (GoSlemwalls Garage; Steel-Blockouts-Wrapped &O'4las Pipe; Sz & Anchrs old Dow and Special Anchrs Soft � "%� 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 41F"iers-Frplc Ftg-Steel WV; Fall-Fitting-Test-2-wa C/0 -Sewer Test UF, Gas Pipe; Sz Anchrs-Sz Lt Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE IMECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn AC Ducts Insultn & Support 14 Girders -Si lls-Anchr Bolts Joists-Vnts-Cripples _Fan, Exhaust abv Insultn 15 Acc & Vntltn Condensate Drain & Ovrflw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air RtrnNent 115 Outlet ttic Acc & Pltfrm if Furnace in attic -31 DATE F RAI I N G Is Proper Materials & Anchrs DATE F I N A.L 1 ails Studs -Nailing Spacing & Braces-PlatesSound E Steps -Door & SideLt Prtctn- Landings-9 Bearing Walls over Girders & fir Nailing Smoke Detector 4 *.ngers-Post t Stop in Walls (rat proof)-`gSFurnace Vnts-Cirnc-Comb, Air-Cnnctr Stops, Furred Ceilings -Stairs -Chasers -Tubs garage; abv-flr-Ducts-Meth Prtctn ders & BeamsSz & Bearing 9 Bedro m Exiting / Caps-Anchrs-Cnnctns 78'GFI & Bath Fxtrs & Tub Acc-Spa M C -ling Joist-RftrTies -Purli n -Roof Brac TrussShthg 7 Arc Fault c Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Sis & Labels Aif.c Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 73 Stairs Guard/Handrails 2 drm Wndws or Exiting Doors -Sill Dimensions rplc or Stove, Clrnc-Hearth 28 Garage Fire Prtctn Framing 41 ec Outlets at Wood Pnl, Int & Ext r 29 Prgrty Line Firewall & Opngs c Fxtr&Appinc; Grnd-Air-Gap-Cooking Clmc 39�xt Doors -One T -Check Garage 3rd Story, 2 Exits lec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 S' ng -Nailing Veneer 89'G tr�Htr-, Vnts-CImcCorn Air Cnnctr-PRV; abv flr Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn- LPG Appince Undr House 3- drain zing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn `-Lto,o(o hear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls B3 Insultn-Foam-Looked in Attic ' 3B Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 C pnc Drnge Planters 0Yes ❑No 834tucc rown-Finish i t_�i 5_ Dscnnct, Elec-Plmb 81�_'Vnts v Roof, Plmb-Appinc-Frplc-Clrnc to Opngs DATE E L T R I C A L 9 W scnnc% Elec, Plmb �tr & Tmsfrmr Cimc4ns Prtctn t c Trim, GFI Rcptcl-Undrgrnd �ec Rcptcls Spacing -Lis & Switches at Doors ntltrn th_ru House 42 S7jBoxes & No Of Cndctrs Stapled � ass Prtctn omex Installed Close to Edge of Studs & CJ 9 orrec�ti -from previous Inspctns D Grnd made up w/Mech Fstnrs 9 - S t -Meters Tagged, Gas-Elec dng Electrode Bond Gas & Wtr ewer Cnnctd-CIO to grade -HD Apprvl 48 Appinc Cires in Ktchn & Cndctr Sz GFl gy Cmpinc Cert -Other Certs (;Dgubfeed Wire Sz (P ❑ CU or ❑AL ddress Posted Afire Sz ga Q CU or AL 99. Fire Sprinkler 48Tange Circ ga CU or AL Oven Circ 9a ❑ CU or ❑ AL -G Y I fated Neutral Yes Q No a` 4 ice -Riser Cndctrs & Grnd Main Dscnnct 5 Jzgp Clrncs pnls-Motors-Mech Eqp C thes Closet Lt-Shwr Lt -Spa Lt Smoke Detector = OK o = Not OK MANUFACTURED HOMES DATE PERMANENT FOUNDATION Lj SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers s` MISCELLANEOUS. DATE DECKS`COVERS`CARPORTS`GARAGES 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-Dpth-Spacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls o+`' DATE IPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec RcptclslLting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries-Terminals4-isted 7 Elec Bonding; Metal w15'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bdxes-Enclsrs=pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Encisr; Fencing -Alarms 13 Bonding, Diving board or Slide o'er 0 Pool Drawing F COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of AR work is completed. If you have any questions pertaining to this matter, or need additional explanation please contact the Building Inspector as indicated below. c -P C( e 1 I CA o 1 10 ae­.e_ c-� G v ov.. a lr C IF er -rr JL': el, �kile_r,4Pr- r �� . �cUo� �b s C>" �� Date z��^ Inspector REV 4/05 Phone # ��' to y FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 4'0'" CORRECTION NOTICE OWNER PERM I NO. =` A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be c%orfected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. :R.0 ='JoM ., E ,, ; a I, F. i - - Date __ Inspector OJ ' tr /� ep REV 4/05 Phone # 3� I „:' FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 !k4 , i.F r~; = COUNTY OF BUTTE BUILDING DIVISION ` DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERM I NO. =` A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be c%orfected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. :R.0 ='JoM ., E ,, ; a I, F. i - - Date __ Inspector OJ ' tr /� ep REV 4/05 Phone # 3� I „:' FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE R PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is co eted. If you have any questions pertaining to this matter, or need additional explanat' please contact the Building Inspector as indicated below. F �. I.t , I i L "Mal Date 7 Z Q VCS Inspector I // REV 4/05 Phone #� vl�� FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 121 COUNTY OF BUTTE r� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Y 7 County Center Drive • Oroville, CA • (530) 538-7541 . CORRECTION NOTICE 15 i 4 e -ice OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of is If work completed. you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. a FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 0 0 leUV-' c� l� Ov G vee{— Al CA a orf 13 , o S 121 r� 15 i Date G w Inspector REV 4/05 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 • .. .. - .. �. ,, ` 1".�.--mss - ,. _...,,.,.... �.�._}+.... t COUNTY OF BUTTE i BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES :. 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ri. 't OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at ` the above address and should be corrected. Please call for re -inspection when correction of ` you If completed. work is com have an p y y questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date - a InspectorX REV 4/05 Phone # — , FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 - .ter....--.�c�-rr�rr fir+' ����.�„_+;r*a-ryTv7 r�-� A -r'_-+r-..`.-'•�s��{ ,r'I ^��ti'')�^'�(7- ter•• rf����..J` ' CERTIFICATION OF INSULATION - ADDRESS OR TRACT SACRAMENTO BUILDING CONTRACTORS } -) V-) '✓ `a, _,•1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC#202026 t ❑ 8924 AIRPORT ROAD, REDDING, CA 96002 LIC #202026 �j tr: •�� - 1 `,❑ 500 SEQUOIA PACIFIC BLVD., SACRAMENTO, CA 95814 LIC#202026 DATE INSULATION COMPLETED r� ( square feet) ( ! square feet) (' square feet) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER t MANUFACTURER 4 CT OCF N CT OCF KN CT OCF KN BAGS 7,3 �Y R -VALUE APPLIED R -VALUE APPLIED MIN. INSTALLED WEIGHT PER R -VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS SQUAREFOOT INSTALLED. THICKNESS KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R -VALUE MANUFACTURER FIBERGLASS BATTS =� CT OCF KN AIR INFILTRATION SEALANT MATERIAL MANUFACTURER FOAM HILTI HANDY FOAM i THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS t SIGNATURE - INSULATION CONTRACTOR TITLE DATE SIGNATURE - GENERAL CONT FACTOR TITLEi / DATE t REMARKS 4 1 s WHITE - Builder Copy, GREEN - Builder Copy, YELLOW - Customer Copy, PINK - Attic Copy, GOLD - File Copy i. ' Toorak Zokaie, P.E., Ph.D. P.O. Box 5086 El Dorado Hills, CA 95762 Ph.: (916) 607-5501 Fax: (916) 848-3688 10001 . EnpheeNp ettl Canbuctlon December 6, 2006 TO: John Dotson JAD Construction 777 Dunstone Rd Oroville, CA 95966 RE: KEVIN SAETERN: 690 LONE TREE ROAD, OROVILLE Special Inspection MOT' V(2 oRO v> UNuESS R-6 4U yLElrl I&'( C 16 C. �gEc This is to note that as requested by the contractor (Gene Dill), special inspection by design engineer can be waived due to regular county inspection. Sincerely, i Toorak Zokaie, P.E., Ph.D. cc Aras Design and Construction JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 3B 1 21 January 4, 2007 Butte County Building Dept. 7 County Center Drive Oroville, CA 95965 2360 BALDWIN AVE. OROVILLE, CA 95966 PH. (530) 533-21 31 FAX (530) 534-0902 RE: Holdown Anchor Bolt Installation @ 690 Lone Tree Road, Palermo, BP#06-0515 Contractor: John Dotson Dear Sirs: This letter is submitted to verify that I was onsite as special inspector for the installation of the holdown anchor bolts at the above referenced project. The all -thread bolts were drilled and epoxied in accordance with manufacture's instructions. Thank you for your consideration. Sinc rely, `Jim P se11;,P.E. BUTTE cowfy JAN 1,i as I'EVELOPiqENT SERVICES eA- Toorak Zokaie, P.E., Ph.D P.O. Box 5086 El Dorado Hills, CA 95762 Ph.: (916) 607-5501 � 0 C I Fax: (916) 848-3688 January 9, 2007 TO: Mr. John Dotson 777 Dunstone Drive Oroville, CA 95966 Fax: 530-534-6343 RE: KEVIN SAETERN: 690 LONE TREE ROAD, OROVILLE Special Inspection This is to note that in the given structure, Sill Plates for all shear walls, including the "3" and "44" designation, may be "2x". This is an exception to sheet S-1 which specifies "3x" Sill Plates. In addition truss ties may be Simpson H-1 or 2-H-2 hurricane ties per truss connection and will be stronger than A-35 clips. Sincerely, Toorak Zokaie, P.E., Ph.D. 7-v p6 -os/S BUTTE COUNTY BUILDING DIVISION APPROVED /1231oi P- (�• BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) . OFFICE #: (530) 538-7541 PERMIT NO. F]911-111701 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. I LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. licenj&LOj�PContractor. �_ License Numb r: Date: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): Issued Date: 09/01/2006 APN: 025-340-045-000 Site Address: 690 LONE TREE RD PAL Map Index: Description: nsf (3368), gar (730), cov (330) Owner: SEATERN, KEVIN N. AND KELLY K. 6820 BOWLING DR. SACRAMENTO, CA. 95823 916-769-5731 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: SAETERN, KEVIN N. AND KELLY K. owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 6820 BOWLING DR. sale. If however, the building or improvements are sold within one year 'of completion, the owner -builder will have the burden of , SACRAMENTO, CA. proving that he or she did not build or improve for the purpose of 95823 sale.). 916-769-5731 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: J A D BUILT CONSTRUCTION ❑ I am Exempt under Article 3 of the Business and Professions Code 777 DUNSTONE RD. OROVILLE, CA. Date: Owner: 95966 530 533 7484 WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: 863207 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: r� FV C Carrier: % 3 lc 1,5 25- Policy #: / Total Square Ft: 4428 S.F. ❑ 1 certify that in the performance of the work for which this permit is Valuation: $241,720.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one �/ J �� hundred thousand dollars (5100,000), in addition to the cost of Ro # %� (!�% /'Y�UG2� �J 3,33 compensation, damages as provided for in Section 3706 of the Labor TTw� code, interest, and attorney's fees. 11 )-/&/ q q CnNeTor�r^Tlnu LENDING AGENCY _ _ _ This permit, is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Res luliuns t do work Indic d bove.for which fees have been paid: performance of the work for which this permit is issued (Sec 3097 Civ.) Date: By: . Name: J - PERMIT EXPIRES ON: Address: (Dare)- 0 Date)- O 1 hereby certify that the use of this facility shall comply with Sections 25505; 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all canty and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form ument of Butte County., I hereby authorize representatives of Butte County enterrruon the above mentioned property for inspection purposes. O Signature Print Name: Date: F-07 ❑ owner �Qt Contractor ❑A:for Owner ❑ Agent for Contractor o r D..:ia i.... D—it fl1_1R_nd — 1 RESIDENTIAL lR�o � c�5C�s��v 3ai3 �a 025-240-022 f #98-2520 BRANVOLD, GLEN 690 LONE TREE RD. OROV'LL SIERRA MOBILE i EXISTING MH ON PERM FND PERMIT NO. PERMIT EXPIRES _ OWNER CONTR. ASSESSOR PARCEL LOCATION THE HCD FORM 433A FOR THIS MH CANNOT�'. BE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: (1) LICENSE PLATE(S) or DECAL(THE F: INSPECTOR MUST RETRIEVE) ° (2) STATEMENT OF FACTS(ONLY ON NEW MH'S) INSPECTOR TO VERIFY SERIAL & LABEL #'S l f CHECKED, I BY I i SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FIyALED (Date) Signature de, V=014 0 = Not OK NottRealdyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /`L'ft / /Nat. or/ /"L"ft./ • /LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 Date E HOME INSTALLATION(Plans) OK except #'s 1._ZeKing Requirements- Setbacks Easements Foobpge-Size-Spacng-Marriage Line J",A!Electn�H Test -Crossovers -Breakers -Clearances c 5._13d'in: M Wrest -Fall -Flex Connector Water Sewer Connected -C/O to Grade -HD Approval as angElectricity Tagged 9. owns -Type -installation Cert. ,`12 -Permanent Foundation Only: License Decal Date Card B-1 ate Card B-1 Date Card B-1 V Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; ColumnsConnectionsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Root; Shthg-Roofing 11. Ext: Steps Doors -lendings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/SCirculatfng Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = NotOK - = Not Applicable * = Not Ready Date UNDERFLOOR (Plans) OK except #a 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd.-/ /` Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ N Ftg. Depth RESIDENTIAL (Single & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac: Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg. Porches & Decks; SoilsSteel-/ N Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts- Wrapped Garage Fire Protection Framing 6a. Hold Downs and Special Anchors Property Line Firewall & Openings 7. Slab, Steel -Wrapped Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 54. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 55. 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 56. 11. Water Pipe; Test -Anchors -Regulator -Service Test 57. 12. Electric Underground 58. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 59. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 60. Brace Interior / Exterior Wall Panels 15. Access & Ventilation Insulation -Walls -Ceilings 16. Insulation Infiltration -Walls -Windows Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date PLUMBING (Permit) OK except #'s FINAL (Plans) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 63. 18. Water Pipe; Test & Anchor -Nail Protection 64. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 65. 20. Shower Pan; Test, First Floor -Tub Access 66. 21. Test Tub & Shower, Second Floor -Tub Access 67. 22. Gas Pipe; Sixe & Anchors 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Stairs & Rails Card B-1 Date Card B-1 Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. ELECTRICAL (Permit) OK except #'s 72. 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect Guard rails & Deck Construction -Post Caps 32. Equip. Clearances Panels-Motors-Mech. Epuip. 81. 33. Clothes Closet Light -Shower Light -Spa Light 82. 34. Smoke Detector W. Stucco Brown -Finish Date A.C. Unit Disconnect, Electrical -Plumbing Card B-1 Date Card B-1 Date Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Card 8-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing MECHANICAL (Permit) OK except #'s 87. 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 91. 39. Attic Access & Platform if Furnace in Attic 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac: Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No W. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 CountytCenter Drive • Oroville, California 95965 • Telephone (530) 538-7541 P T- NO. (Rev. 12/9'6) . APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 025-240-022 ZONING/ u BUILDING PERMIT OWNER BRANVOLD , GLEN T T -"b213 SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNC ffR%X 4, PALERMO 95968 CONTRACTORS NQlfERRA MOBILE 560 R 30,240 CONTRACTORS "UNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 145150 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 690 LONE TREE RD. Energy Plan Checking Fee $ OROVILLE $ PERMIT FEE $ IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15-00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: EXISTING MH ON PERM FOUNDATION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 50.0 ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR LES Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. -i Q �?g` License Class Lic. E / i7 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SiT. OR ADDNS. ( a ACC. BLDS. 3.5¢FT. N.M. 6,D MULTI-OUTLETnS @7,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BA� x'.50 Ex. Occup. ouxuTELErs As DRQ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the Hormance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurar)pe carrier and policy number are: Carrier 3�`""`` .w -d/ Policy Number - -7 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ,� X 1 Date 0 1 C Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction] of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE HAZ Dme MP FLOOD CDF P PD �. HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for ich fees have been paid. By Date cl�� PERMIT EXPIRES ON Date Receipt No.ZS/�� 6 - .'� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .M�,��.r.,ti.t.,,.,Y.a•-�r-�i+�'�s.':rV..A.ry+}r�rr N�.�nti�'�'MY`3'<•.'�(r COUNTY OF BUTTg`-�'D PARTMENT, 7 COENTER DRIVE -ORO' PERMIT APPLICATION DATA SHEET OWNER: V) vo Id ASSESSOR PARC ER: Proposed Building Use: Building Inspector: Date: 105? W At time of permit application, I w advis d the following data must be submitted prior to permit p ces mg and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- ;NT SERVICES - BUILDING DIVISION 95965 - TELEPHONE (916) 538-7541 ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------ --------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss Idetails *and layout in duplicate (required prior to plan review) No faxes! --------- 116. Energy Design Compliance and supporting documentation -------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -------- ---------------------------------------- 0 8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑9--Manufactured Home data and installation instructions including Tie Down Specifications.--------- Ke6weof $ l"��� ---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. 1115. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: 1118, Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- 111.9. ---------------- ❑1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required._Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------ 0 22. Workers' Compensation carrier and policy number. ---------------------------------------------------- 023. Owner -Builder ---------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- 1126. Letter of intent on building use.---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing viola ons and/or a fired permits --------------------------------------9---------------------------- ❑29. ❑433 A, ant Deed, A.H. Title, C� Check to H.C.D $ I • ✓�/ .--------------- E130. -------------- ❑30. other: ------- When you issue the permit,rocess as follows C3Mail to owner, [--]Maid t°( contractor. OTelephone ��� _ �S75 and hold for pickup at C(O'J t office. ❑ Deliver with inspector. Applicant: yL� Date. Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By:, Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: Index permit application for the above items numbered: (Date), ❑ Plan Check List 2. Additional items required: \— Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Dat Plans reviewed by: Date: Plans approved by: o�� Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. Mobilehome Manufacturer: 1.1 O -nL S Ys %£rn S Manufacture Year: d If other than single wide, furnish Setup Model Number: SAIYA(Z,A Width: 1L/ (ft.) Length: yJ (ft.) Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. .- FOOTINGS:. Wood pressure treated or.foundatiop�:grade[ K] . Other: SUPPORTS: Concrete block[ ),d Other: Provide Tie Down Specifications for all Mobilehomes: Mg5co - C toss � "ef uF_ Pier Footings Sizes and Location . SINGLE WIDE MULTI -WIDE Line 1 Line 1 Line 2 Line 2 Main Beams Line2................................................................................................ '-,Line 2 Line 1 Line 3 Line 2 ................................................................................................ Main Beams ................................................................................................ Line 2 Line 1 ................................................ Eine ine S Tag or Triple ine 4 1 Line 1 Piers: Size minimum: r 1 x Spacing maximum: 1 9` From ends -maximum: ` Line 2 Piers: Size minimum: [ Iz ] x [30 ]. Spacing maximum: ` From ends -maximum: ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ ] x [ J. Each side of openings with width over: ` Line 4 Piers: Size minimum: [ ] x [ ]. Spacing maximum: I` From ends -maximum: I` OVER I L F -4 Mobilehome Manufacturer: 14 o lm- S Ys %mss Manufacture Year: d If other than single wide, furnish Setup Model Number: S A PA ( ,A Width: 1'-/ (ft.) Length: y8 (ft.) Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. - FOOTINGS:. Wood pressure treated or foundation grade[;:�j Other:. _ SUPPORTS: Concrete block[ kj Other: Provide Tie Down Specifications for all Mobilehomes: /43g5co - CROSS � r2ruF Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 line ine 1 Line 2 Line 2 Main Beams Line2.................................................................................2 Line 1 Line 3 Line 2 ..................................................................................Main Beams ..................................................................................Line 2 Line 1 ................................................. ine S Tag or Triple ine 4 ine 1 Line 1 Piers: Size minimum: r I x Spacing maximum: ` From ends -maximum: ` Line 2 Piers: Size minimum: [ lZ ] x [30 ].. Spacing maximum: y ` From ends -maximum. ` +J Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ ] x [ ]. Each side of openings with width over: I C` Line 4 Piers: Size minimum: [ ] x [ ]. Spacing maximum: I C` From ends -maximum: I` OVER RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 12 -Nov -1998 1998-0049153 Has not been compared with original Butte COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. GLEN J. & HAZEL M. BRANVOLD BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY PO BOX 4 7 COUNTY CENTER DRIVE MAILMG ADDRESS MAILING ADDRESS PALERMO, BUTTE, CA 95968 OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE IIP CITY COUNTY STATE ZIP 690 LONE TREE ROAD 98-2520 (530)538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT BUILDU4G PE TELEPHONE NUMBER OROVILLE, BUTTE, CA 95966 11/10/98 CITY COUNTY STATE ZIP SIGNATURE OF LOCAL AGENCY CIAL DATE SAME NONE UNIT OWNER (if also property owner, write •SAME? DEALER NAMEdnot a dealer ( sale. write "NONE') MAILING ADDRESS DEALER LICENSE NO. C= comm saw UNIT DESCRIPTION ffi HOME SYSTEMS 1980 SAHARA MANUFACTURERS NAME DATE OF MANUFACTURE MODEL NAME(NUMBER 14RC'AgWQn'1*)1397 4R' X ?6' PFC706993 SERIAL NUMBERS) LENGTH X WIDTH INSIGNWLABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. #025-240-022 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD- Building Dept. LEGAL DESCRIPTION A.P. #025-240-022 All that certain real property situate in the County of Butte, State of California, described as follows: A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 18 NORTH, RANGE 3 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 12, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF RYAN'S SUBDIVISON NO. 1 ", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, JANUARY 8, 1914 IN BOOK 7 OF MAPS, AT PAGE 31. SAID POINT ALSO BEING THE NORTHWEST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 12; THENCE SOUTH 0 DEG. 10' WEST ALONG THE EAST LINE OF SAID LOT 12, A DISTANCE OF 600.06 FEET; THENCE, LEAVING SAID EAST LINE NORTH 87 DEG. 55' EAST 1329.72 FEET TO A POINT IN TH EAST LINE OF SAID SECTION 12, SAID POINT ALSO BEING IN THE CENTERLINE OF A COUNTY ROAD, COMMONLY KNOWN AS LONE TREE ROAD; THENCE NORTH 0 DEG. 01' EAST ALONG SAID EAST LINE OF SECTION 12 AND SAID CENTERLINE OF LONE TREE ROAD, A DISTANCE OF 600.00 FEET TO THE NORTHEAST CORNER OF SAID SECTION 12; THENCE SOUTH 87 DEG. 55' WEST ALONG THE NORTH LINE OF SAID SECTION 12, A DISTANCE OF 1328.14 FEET TO THE POINT OF BEGINNING. BUILDING PERMIT NUMBER: 98-2520 Address or location of unit: 690 LONE TREE RD., OROVILLE, CA 95966 Legal Description of Real Property: A.P. #025-240-022 ' SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: GLEN J. & HAZEL M. BRANVOLD Owner's address: PO BOX 4, PALERMO, CA 95968-0004 INSIGNIA OR HUD NUMBER: PFS206293 SERIAL NUMBER OR V.I.N.: HSCAN90321392 MANUFACTURER'S NAME: HOME SYS. YEAR: 1980 OFFICIAL APPROVING INSTALLATION: DATE: 11 / 10/98 PHONE: (530) 538-7541 , H.C.D. 513C • c s BUILDING PERMIT NUMBER: 98-2520 Address or location of unit: 690 LONE TREE RD., OROVILLE, CA 95966 Legal Description of Real Property: A.P. #025-240-022 ' SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: GLEN J. & HAZEL M. BRANVOLD Owner's address: PO BOX 4, PALERMO, CA 95968-0004 INSIGNIA OR HUD NUMBER: PFS206293 SERIAL NUMBER OR V.I.N.: HSCAN90321392 MANUFACTURER'S NAME: HOME SYS. YEAR: 1980 OFFICIAL APPROVING INSTALLATION: DATE: 11 / 10/98 PHONE: (530) 538-7541 , H.C.D. 513C Record at the Request of Mid Valley Title & Escrow Company Order No. Escrow No. 164827PE Loan No. WHEN RECORDED MAIL TO: GLEN J. BRANVOLD HAZEL M. BRANVOLD P. O. LOX 2562:'. LOS BANOS, CA. 93635 MAIL TAX STATEMENTS TO: SAME AS ABOVE BUTTE COUNTY REORDER SERIAL NO. q R-- ��4 \ ( RECORDED AT E REQUEST OF MID VALLE TITLE COMPANY DATE RECORDED. M A rah TIME: SPACE ABOVE THIS LINE FOR RECORDER'S USE DOCUMENTARY TRANSFER TAX $0-M Computed on the consideration or value of property conveyed; OR Computed on the consideration or value less Gens or encumbrances remaining al lime of sale. • ORO -C ThP llnffercinneft Grantnr (ipf•.larac Signature of Declarent or Agent determining tax - Flmt Name DEED IN LIEU OF FORECLOSURE GRANT DEED 025-240-022-000 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, BILLIE C. THRESHER, JR., an unmarried man hereby GRANT(S) to GLEN J. BRANVOLD and HAZEL M. BRANVOLD, husband and wife, as Joint Tenants the real property in the Unincorporated Area of the County of BUTTE , State of California, described as SEE ATTACHED FOR DESCRIPTION raE, U\L0;lSIGNM GVVICR EEUARES: 11 UE GW1. IMUN-146 71E 111ETICI2W 2) mE FIitTm OF mE usam DEBT mama R wrm Qbm ws .................. $43,301.66 3) 'iI-iE A\IaNr PAID BY 'IIS GWIIE OVER & ABM UE USPAID rEEKr.: •......... $O 4 'IIS DOQMI�C SER W IS.......................................NOi�E 5 SAID PFCPRUY IS IN 'IIS UZNjaUV= AEU1 OF T -E " Dated FPhruary24, t qq8 } STATE OF CALIFORNIA COUNTY OF BUTTE On 2-26-98 before me, PENNY C. ENGLAND, NOTARY PUBLIC personalty appeared BILLIE C. THRESHER, JR. )s } personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that he/she/they executed the same In his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the inst ment. WITNESS m-hanand official seal. I Signature PENNY C. ENGLAND , Commkslon # 1079122 Mfr CPSI Notary Public Fsiife County Cnllfoinin x•� u� �/ My t umrnl'a Exp. ITEC ?. Icw ESTOPPEL AFFIDAVIT State of California County of BUTTE being first duly sworn, each for himself and herself, deposes and says: That they are the identical parties who made, executed, and delivered that certain Deed to GLEN J. BRANVOLD AND HAZEL M. BRANVOLD dated the 26TH_ day of _JUL-Y_, 19 ,, conveying the following described property to -wit: SEE ATTACHED LEGAL DESCRIPTION That the aforesaid Deed is intended to be and is an absolute conveyance of the title to said premises to the grantee named therein, and was not and is not now intended as a mortgage, trust conveyance, or security of any kind; that it was the intention of affiants as grantors in said deed to convey, and by said deed these affiants did convey to the grantee therein all their right, title and interest absolutely in and to said premises; that possession of said premises has been surrendered to the grantee. That in the execution and delivery of said deed affiants were not acting under any misapprehension as to the effect thereof, and acted freely and voluntarily and were not acting under coercion or duress. I i That the consideration for said Deed was and is payment to affiants of the sum of $ 43, 301.66 by grantee, and the full cancellation of all debts, obligations, costs, and charges secured by that certain deed of trust heretofore existing on said property executed by BILLIE C. THRESHER�,JR. Beneficiary, dated the _STH_ day of _JULY 19_0, -and recorded in Book __NIA of Official Records, at page SLA_, Serial No. _96-28710 BUTTE County, California, and the reconveyance of said property under said deed of trust; that at the time of making said deed affiants believed and now believe that the aforesaid consideration therefor represents the fair value of the property so deeded. This affidavit is made for the protection and benefit of the grantee in said deed, his successors and assigns, and all other parties hereafter dealing with or who may acquire an interest in the property herein described, and particularly for the benefit of Mid Valley Title and Escrow Company which is about to insure the title to said property in reliance thereon, and any other title company which may hereafter insure the title to said property. That affiants, and each of them will testify, declare, depose, or certify before any competent tribunal, officer, or person, in any case now pending or which may hereafter be instituted, to the tuth of the particular facts hereinabove set forth. BILLIE C. T RESHER, JR. . r , � t • 6 -3-fid�Va.11e--Title and &croTVC T O I.1V a ny STATE OF CALIFORNIA � COUNT`' OF BUTTE `ss. (� n 2-26-98 te'Gre me, PENNY C. ENGLAND, NOTARY PUBLIC ,-ersonaEiY ePP•cEreG" BILLIE C. THRESHER, JR. , PCfsCn,_:IIy ':n0`.'.'n :O .I:C 0 e il�_ C•f inrO'.'ed :0 n,0 Oil the basis of s�:-jIs,aCiC•r`/ G'. int: r:C iI .e Cr_-rsC•i-is) ,.',,-,ce r.an-.efS1 fe i�SCriC'e i ! '', iil i , ( U i •�" f� 1 .SI rVillel�' �:nd .:r�r:li ','�'i l_i.1 •v ,�' 1~� '1 � 1. 1,'1, ' IIIc: i:l.i:i e..l7CLieV il.� ".0 :isifcl (ill:eif vLi�':(�rli_t (j Cal C71 - �. I c i cf":G il' 1 �' i".is•1'.l r.:i'r' f sib,^:u i:rC i C°ri�C� o -`:i.- •`�� G�II.; V, �:..�: 1." 'v ,."'e �il�:rl:it�ef�l. - r , „: _' . 1 PENNY C. ENGLAND [ C v ' : � U � : j �.:'. (� l Commhsbn # 1079122 Mf CpS 1 r ' Notory puab , County CaWomlo C : _ J A MY Comml"bn E)p. DEC. 3, 1999 :ciL(•3 � I .:1J 1_i r.�,C j �cil i C i i .. J OrovIIIe _ Chico Paradise QCT. -04' 96 (FRI) 10:52 NII D, VALLEY. T I TLE. . TEL:916 893 1853 P. 003 UZ -!!� — z((a —oz z. 96-28.7-10 ORDER NO- BU -334877-3 m.mzIzm ALL THAT CERTAIN REAL MPW= .SITUATE IN THS STATE OF CALIFOTWn, C Wy OF W TX* DESCRIBED AS FOLLOWS: A PORTION OF I= NORMAST QUARTER OF THE NOMMAST QUAR'1'P:R OF SECTION Ia. TOWNSHIP 18 NORTH, RANGE 3 EAST, M.D.B. i M. DESt; UD AS FOLUMS. BEGINNING AT THE NORTHEAST CORNER OF LOT 12, AS SHOWN ON 'THAT CERTAIN PUMP ENTITUD, "OFFICIAL MAP OF RYANIS MDMSION N0. 1O, WHICH PAID NJ►S RECORDED IN THE OFFICE OF THE RECORDER OF Ta COUM OF BUTTE, AT PAGE 31.rASAIDFPOINTF,A ALSO BEINO TB2924 TM BOOK 7 O HENORTHWEST CORNER FSAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 12; THENC$ SOUTH O DEG. 10r WEST ALONG THE EAST LINE OF SAID It* 12, A DISTANCE OF 600.06 FEET; THENCE, LEAVING SAID EAST LINE NORTH 87 DEG. 55' EAST 1329.72 FEET TO A POINT IN THE EAST LINE OF SAID SECTION 12, SAID POYNT ALSO BEING IN 'SHE CENTERLINE OF A COUNW ROAD, COMMONLY I(NOWN AS LONE TREE ROAD1 THENCE, NORTH 0 DEG. 010 EAST ALONG SAID EAST LINE OF SECTION 12 AND SAID CENTERLINE OF LONE TREE ROAD, A DISTANCE OF 600.00 FEET TO THE NORTHEAST CORNER OF SAID SECTION 12: THENCE, SOUTH e7 DEG. 55' WEST ALONG TIM NORTH LINE OF SAID SECTION 12, A DISTANCE OF 1328.14 FEET TO THE POINT OF BEGINNING. STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS a a';4 - REGISTRATION AND TITLING PROGRAM ``~�" �s �,n STATEMENT OF FACTS This unit is a: G2 Mobilehome ❑ Commercial Coach ❑ Floating Home ❑ Truck Camper Decal (License) No.(s) LAN6440 Trade Name Sahara I/We, the undersigned, hereby state: Serial No.(s) HSCASN90321392 The Registration Card and Decal V LAN6440 for the above mobilehome have been lost. 1/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. r, Executed on (Date) (City) (State) Signature(s) Printed name(s) L C- -� Address lei c�L� L`))v-,r- City. )y ,r -City State HCD 476.6 (REV 9/91) DEPARTMENT USE ONLY - STATE OF CALIFORNIA BUSINESS. TRANSPORTATION AND HOUSIN(31 AGENCY TRANS CODE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING PROOMM SITU& cc I APPLICATION FOR DUPLICATE REGISTRATION CARD M—Aactwer Tied. N.nw Manui.clurer Model Name or • ILT Ea FDECAL MLNT USE ONI OLD DECAL S amptron Oat. Firer Sold New FOODAIQit/ OECAL/UCENSE • MANUFACTURER SERIAL NUMDER(S) HUD LABEL OR NCD INSIGNIA L.R�ttto Ivo ti1Sc �s v 90 3a139a ri SFS �D�a93 ��~� USE OMLY USE CODE EXPIRATION DATE TAX TYPE ORIG COST CODE YR CLERK'S INITIALS ILT EXT LPT PPT RECEIPT NUMDER(S)RECEIPT DATE(S) •-- Finnlelnre../ . . ._�._._.__ Ownor(s) (print true �•_. t' run Middle nnmo(s)] Currant Mailing Address sbo . city k o s /✓ o 3 �W / �, ^ County State 9 ZjP (G Future Mailing Sue*( Address (Ir ddlerenl than ebo .) City County Slate ZP Situs (location) Address of u'nit u'Road '190Q%ZQ T�Q ""O�o v aVe unly �� tel. zlP Legal Owner (Ii.nlwW.r) (pint Iruo /C% Mailing Address sln.el city State zip First Junior Lienholder - (Print Uw name) Mailing Address St -A City Stale z•P Second Junior Lienholder . (print Vw rum.) Mailing Address sit— city Slate zip Mobilchome Perk Name Park Operator NO:— UWe certlfy under penalty of perlur under the laws of the State of California that the foregoing Is true and correct and that the registration card hos boon: WLOst' ❑ Stolon, ❑ Mutilated, 0 Illegible.or ❑ Not Flocelvod Executed on at , —0I -e zc l 1�2 's-;1- 3-5- 48 C)[ (u.//r. )II icill%y)�j (Stale) Signature of Appllcont /J l� C_l /L/ O/L(�/�/(/p((.+ /,,/� /(. f�-f `'r ai44 Ilcu "1.2 (Ilez)) RESIDENTIAL 025-240-022 PERMIT#95-1954 BRANVOLD, Glen 690 Lone Tree Rd., Oroville Mobilehome Utilities a.. OFFICE COPY Address �t GAS Meter By ELECT Date Meter B Date r; 01 lr` JOB FINALED (Date) �t Signature J r r` - a.. OFFICE COPY Address �t GAS Meter By ELECT Date Meter B Date r; 01 lr` JOB FINALED (Date) �t Signature J=OK N O - OK - of , =Not Applicable = Not Ready MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES Plans OK except #'s - ,. Date DECKS, COVERS; CARPORTS, GARAGES, (Plans)OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel ewer; Location -Test -Fall -C/O Concrete 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. ater; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Bea ms- RItrs.-Connectors Electricity; Location-Clearences-Grnd-/ /Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas- _Location -Test-Wrap: , /"L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures /at. or/ "LPG6. "N Carports; Windows -Doors Well Clearance & Disconnect 7. Electric S 8. Utility Clearance � t 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses Date Card -t Date Card B-1 Da d B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s g Requirements -Setbacks Easements ootings; Size -Spacing -Marriage Line t-Demand-Valve—Connector ectricity; MH Test -Crossovers -Breakers -Clearances Drain;kl-Test-Fall-Flex Connector ate HTest-Regulator-Connector a nd Sewer Connected -C/O to Grade -HD Approval G Electricity Tagged its; p. -Sketch 1 rt. of Occupancy 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability _ 3. Pool Structure; Steel -Connections -Thickness Dead Men -Linins 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Bo xes- Enclosu res- Panelboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL (; = Date UNDERFLOOR (Plans) OK ekcept #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe;, Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except N's 16. - Water Htr.: Vent -Access -Combustion Air -Baffle ------------------------- ------------------------------ 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan: Test, First Floor -Tub Access ------- -------------- ------------------ ---- 20. -Test -Tub & Shower, Second Floor -Tub Access - ---------------------- 21. Gas Pipe; Size & Anchors -------- ----- --------------- -------------- -- -- --------------- Date Card B-1 Date Card B-1 ------- -------------- -------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except u's 22. Fixture & Transformer Clearance -Ins. Protection --------------------------------------------------------------------- 23. ---------------- 23. Elec.. Receptacles Spacing -Lights & Switches at Doors - ----------- ------------------------------------------ 24. Size Boxes & No. of Conductors -Stapled -------------- ----------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ---------------------------------------------------------------- 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water -------------------------------------------------- --------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size!GFI ------------ - --- --- - -------------------------------- -- ---------- 28. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size ! / ga. Cu or At ------------------ ----------- ---- --------------- 29. Range Circ. ! r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ----------------------------------------------- -- 30. Service -Riser Conductors & Ground -Main Disconnect ----------------- -- - ----- ---------- -- - -------------------------------- 31. Equip. Clearances Panels-Motors-Mech. Equip. --------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light -------------- --- -------- ---------- - - -- -- ------ ----- ---- --------------- 33. Smoke Detector ------------------------- -------------------------------------------------------- Date ----------------------------------------------------- Date Card B-1 Date Card B-1 ------------------------------------------------------------------------------ Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except P's 34. A.C. Ducts Insu-lation & -Support- ------------------------------------ --------------- 35. Vent Fan Exhaust above insulation --------- --------------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ------- ------------------------------------------------------------------- 38. Attic Access & Platform if Furnance in Attic ------------------------------------------- --------------------------------------- -- -------------------------------------- Date Card B-1 Date Card B-1 --- ----- ----------- ------------------------------- - - - ---- - Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except h's 39. Sils. Proper Material & Anchors ------- --------------------------------------------- 40. Walls Studs -Nailing Spacing & Bracing -Plates -Sound -- ----------------------------------------------------------- -- 41. Bearing Walls over Girders & Floor Nailing - - - - - ---- ------------- ------------------------------------------- ------- 42. Draft Stop in Walls (rat proof) ---------- -------------- ------------------------------------------ 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing "I gle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-root Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. _Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -------------- ----------------- ---- ------------------------ Date Card 6-1-- Date Card B-1 -- --------------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except k's 61. Ext. Steps -Door & Sidelight Protection -Landings ---------------------- -- 62. Smoke Detector ------------ ------------- -- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection - ------------ 64. Bedroom Exiting -------------- 65.--G.-F.I.& Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels ---------------- ----------- --------_ 67. Stairs -&-Rails 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit Fixt_& Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter -- ------------------ ---------------------- ------ 72. -Garage -Fire Door: Swing -Landing -Closer ---------------------- - A.C. Duct in Garage -Damper - --------73.-- -------------- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor -Meth. Protection ----------------- 75. Plb. Elec. & Mech. Equip. Listed for Location 76. Elec. Rece tacles in Garage: (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes -------------------------------------------- 78. -Guard -Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ------ -------------------------------- -------- 80. --------------------------------------80. Following instld.'Drive E)Yes E) No: Walks ElYes ❑ No; Planters ❑ Yes ❑ No 81. Stucco: - Brown -Finish- ---- ----- ------------------------ - - 82. A.C. Unit: Disconnect. Electrical, Plumbing ------ ------------------------------ - --- 83. Vents Above Roof; Plb9 APP fiance-Firep lace. -Clearance to Openings ...... -- 84. Water Well; Disconnect, Electrical, Plumbing ------------ ------------------ ---- ----- -- 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House .. - - - ------------------------ 87. Glass Protection _ .....----------------------- 88. ----------- --------------- ------ 88. Corrections from Previous Inspections - - - - - - --- - - - - ---- ---- ----- ----------------------- 89. Gas Test -Meters Tagged; Gas -Electric ----- - ------------------------ ------------- 90. Water & Sewer Connected -C/O to Grade -HDA Approval -------------------------- 91. Energy Compliance Certificate -Other Certificates --------------------------------------------- ---- Date Card _13- 1 Date Card B-1 Date Card B-1 Date Card B-1 - ----- ---- --------------------------- Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Orovillo, Californig 95965 - Telephone (916) 538-7541. PERMITNO. �� APPLICATION AND PERMIT 12-���[-- ASSESSOR PARCEL NUMBER : 025-240-022 ZONING. ARMH2.5 BUILDING PERMIT OWNER GLEN BRANVOLD TELEPHONE3 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 690 LONE TREE RD CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation Is LENDER'S MAIUNG ADDRESS Filing Fee $ Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ a ARCHITECT OR ENGINEERS MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDINGADDRESS 690 LONE TREE RD PERMITFEE $ OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNISK)NS NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Iff Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities [X Installation ❑ Other O Describe Work: W,'iT Mobile Home XV 920.00 60.00 PERMITFEE $ 80,00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service500v OR LESS ( 200A OR LESS ) p{� 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8. ACC. BUDS. ) SO . 3.50 FT. NEW CONST. MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) 20 Q 1.00 BAL .SO Ex. Occup. ouTLe°Ts (RESID.) ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE S Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL Filing g Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) .0 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. © X Date �_� Y / S _ Signature of licant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionS of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 166.00 HAZ. D. FEES MP FLOOD COF CE PD HD U This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have BY PERMITEXPIRESON applicable provisions Resolutions to do work been paid. g� /1D il� (Date) - Receipt No. 180957 I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1=. , COUNTY OF BUTTE BUILDINGtDIVISION DEPARTMENT OF DEVELOPMENT SERVICES— 1469 KLIMboldt Road, Chico, CA - (916) 891'-2751 7 County C.f�ter Drive, Oroville, CA - (9'16) 538-7541 . 7*7 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediate) ` S P4 4A 5- 04 C REV 10192 es COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Cehter Drive, Oroville, CA - (916) 53817541 747 Elliott Road, Paradise, CA - (916) 872-6307 'CORRECTION NOTICE y d 4-0 OWNER. NO.• A routine inspection indicates that the following violations of Butte County Ordinances exist at" the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. I ^ -o � . . '-�' . . / f '1% � --� - Al t Date REV 10/92 SEE DETAIL 'A' TYPE(D-17106WN -ma-#606 STL STRAP t #614 STL STRAP DETAIL W DRILL 9/16- HOLE AT MID HEIGHT OF BEAK INSTALL 1/2-' A307 BOLT - -4606 STL "-#614 STL STRAP SEE I -BEAM CHASSIS FOR TIE DOWN ANCHOR RFC BEAM CHASSIS DRILL 9/16' HOLE AT MID HEIGHT OF BEAM, INSTALL 1/2" A307 BOLT--\ #606 STL. STRAP SEE I -BEAM CHASSIS FOR TIE DOWN ANCHOR C BEAM CHASSIS - W mom ll• &I " Nom " ME 9 ON8 SPLIT ON & NUT - CONCRETE: - 12 ;QUARE . ;2;00 GROUND LINE ---- rR 7 CROSS DRIVE ANCHOR I -BEAM SHOWN, SEE C & RFC CHASSIS FOR CONNECTIONS ABE= 4 7 CONTRA=FrS WARNING : CHECK FIRST FOR UNDERGROUND UTILITIES. #406 PIER CROSS DRIVE ANCHORS ARE USED WHERE HARD OR ROCKY SOIL BOLT -ON TOP 1 OCCURES. IF THE GROUND SURFACE IS OTHER THAN ROCK OR I SEE DETAIL "A' MINIMUM 2- ASPHALT, ENCASE THE CROSS DRIVE ANCHORS WITH 4 TYPE(D-nEDOWN SEE DETAIL 'A' TYPE(D-17106WN -ma-#606 STL STRAP t #614 STL STRAP DETAIL W DRILL 9/16- HOLE AT MID HEIGHT OF BEAK INSTALL 1/2-' A307 BOLT - -4606 STL "-#614 STL STRAP SEE I -BEAM CHASSIS FOR TIE DOWN ANCHOR RFC BEAM CHASSIS DRILL 9/16' HOLE AT MID HEIGHT OF BEAM, INSTALL 1/2" A307 BOLT--\ #606 STL. STRAP SEE I -BEAM CHASSIS FOR TIE DOWN ANCHOR C BEAM CHASSIS - W mom ll• &I " Nom " ME 9 ON8 SPLIT ON & NUT - CONCRETE: - 12 ;QUARE . ;2;00 GROUND LINE ---- rR 7 CROSS DRIVE ANCHOR INSTALLATION INSTRUCTIONS 4 7 CONTRA=FrS WARNING : CHECK FIRST FOR UNDERGROUND UTILITIES. CROSS DRIVE ANCHORS ARE USED WHERE HARD OR ROCKY SOIL OCCURES. IF THE GROUND SURFACE IS OTHER THAN ROCK OR I MINIMUM 2- ASPHALT, ENCASE THE CROSS DRIVE ANCHORS WITH "v , CONCRETE AS SHOWN IN DETAIL "B'. &.. ­" t l.. INSTALL CROSS DRIVE ANCHORS., INTO SOIL ACCORDING TO DETAIL 'B'. 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 3. INSERT STRAP THROUGH SPLIT BOLT. -CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. DETAIL 'Er 4. ABESCO NAME IS STAMPED IN ANCHOR HEAD. CONTRACTORS VERIFICATION I CERTIFY THAT I HAVE INSTALLED THE ABESCO ANCHORING SYSTEM AS PER THE INSTALLATION INSTRUCTIONS. - I HAVE MADE NO MODIFICATIONS TO THE ANCHORING SYSTEM OR TO THE BUILDING STRUCTURE. i�7 ( 9 6,�� COMPANY NAM- CONTRAC ORS LIC. DATE: SIGNATURE #607 CROSS DRIVE ANCHOR ' r ABESCO TIE DOWNS #606 7' STL STRAP W/BUC TYPE "S" #614 7' STL STRAP W/HOLE TYPE "E" ENGINEERING CALCULATIONS WIND=15 PSF -- SEISMIC ZONE 4 m . m #608,.SPLIT #406 PIER BOLT & NUT BOLT—ON TOP WIDTH LENGTH TRANSVERS LOAD .19 TOTAL TRANS.1 LOAD d TYPE -" TIE DOWNS # TYPE -S TIE DOWNS SINGLE WIDE TO 14' 30 FT. 165 PLF 4,950 LBS. 3 2 40 FT. 165 PLF 6,600 LBS. 4 2 50 FT. 165 PLF 8,250 LBS. 5 2 60 FT. 165 PLF 9,900 LBS. 6 2 70 FT. 1 165 PLF 111,550 LBS. 1 7 1 2 DOUBLE WIDE TO 28' 30 FT. 165 PLF 4,950 LBS. 3 4 40 FT. 165 PLF 6,600 LBS. 4 4 50 FT. 165 PLF 8,250 LBS. 5 4 60 FT. 165 PLF 9,900 LBS. 6 4 70 FT. 1 165 PLF 111,550 LBS. 7 1 4 TRIPLE WIDE TO 42' 30 FT. 165 PLF 4,950 LBS. 3 6 40 FT. 165 PLF 6,600 LBS. 4 6 50 FT. 165 PLF 8,250 LBS. 5 6 60 FT. 165 PLF 9,900 LBS. 6 6 70 FT. 1 165 PLF 111.550 S.1 7 1 6 SOIL CONDITION SPECIFICATIONS CROSS DRIVE ANCHORS ARE USED WHERE HARD OR ROCKY SOIL OCCURES. IF THE GROUND SURFACE IS OTHER THAN ROCK OR MINIMUM 2" ASPHALT, ENCASE THE CROSS DRIVE ANCHORS WITH CONCRETE AS SHOWN IN DETAIL "B". COUNTYOF BUTTE - DEPARTMENTOF DEVEQPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - bF IVIV EL�, CALIFORNIA95965 -TELEPHONE (916) 538-7541 / OWNER Proposed Building Use PERMIT APPLICATION DATA SHEET Building Inspector IZ Date /C.L At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings. ................ 8. Engineered truss details and layout in duplicate (required prior io plan check). .... 9. Mobil home data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule . .............................. �12. California Department of Forestry plan approval/fees. ....................... . ood elevation letter (100 year flood) by Cxafornia Engineer . ................. . 14. Sanitation and plot plan approve- Health Department . ........... . 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. Z Pre Inspection requ 20. Pre -inspection for required. .. to Bu �a n9ingpedo (Date) 21. Contractor's license information. (No., Name Style, Classification) . ............. . 22. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner . ........... • 4. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ ' 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... r 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed ,. and (B) Parcel meets zoning area and frontage requirements . ............... 1. Existing violations/expired permits . ...................................... 32. Plan check I' t . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation �- Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept.'_Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by (T ( B 13gnCS Date ,8:2 -3 - Sets of plans on hold in File cabinet _X AP folder Copy - Department of Public Works E.H. USE ONLY Piot PLo Attached Floor Phm Ana ed Scat to TO: Building Department D FROM: Environmental Health SUBJECT: Sanitation Clearance �0i 1 ,J� 5' — �- Y 2, Owner Location / AP# Plan Approved for: Sewage Disposal Water Supply: Public ✓ Private Well Clearance for bedroom mobile home. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Qro� �/- tj- Date TO: Building Department FROM Encroachment Permit Section RE: Driveway Clearance owner -location AP # Driveway permit � 62 si ature has been issued for the above property. date And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 . 95-028219 NOT COW, VMi Ou04AL 00CLOARW .AUG 2 �.199� AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PROPERTY OWNERS: State of California ) . County of before me, personally appeared V \N \1 -1 . \� {C -i\\,,- c- \ �-1 personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. < ANsELq u. mAsrE OTTO C Cormnlaion 61094124 Mr CPS 1 t+fwn Public ;� o Butte County, Catttomin Signature) \�! c MY n ��.PT.16.1A98 m A.P.#`10-C�,=,1 i.� ORDER.NO. BU -111611-3 DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST .QUARTER OF SECTION 12, TOWNSHIP 18 NORTH, RANGE, 3 EAST, M.D.B. & M. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF '-LOT 12, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF RYAN'S SUBDIVISION NO. WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, JANUARY 8, 1914 IN BOOK 7 OF MAPS, AT PAGE 31. SAID POINT ALSO BEING THE NORTHWEST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 12; THENCE SOUTH0 DEG. 10' WEST ALONG THE EAST.LINE'OF SAID LOT 12, A DISTANCE OF 600.06 FEET; THENCE, LEAVING SAID EAST LINE NORTH 87 DEG. 55' EAST 1329.72 FEET TO A POINT IN THE EAST LINE OF SAID SECTION 12, SAID POINT ALSO BEING IN THE CENTERLINE OF A COUNTY ROAD, COMMONLY KNOWN AS LONE TREE ROAD; THENCE, NORTH 0 DEG. 01' EAST ALONG'SAID EAST .LINE OF SECTION 12 AND SAID CENTERLINE OF LONE TREE ROAD, A DISTANCE.OF 600.00 FEET TO THE NORTHEAST CORNER OF SAID .SECTION 12; THENCE, SOUTH 87 DEG. 55' WEST ALONG THE NORTH LINE OF SAID SECTION 12, A DISTANCE OF 1328.14 FEET TO THE POINT OF BEGINNING. PAGE 4 LAND DEVELOPMENT - BUILDING PERMIT CLEARANCE Building Permit No. �— OWNERSA.P. /n� V NAME: F e1YY.�;I/1 V I o I�1 NUMBER: IJ J 1 e oG PRINT LAST NAME FIRST" ` COUNTY ZONING n DESIGNATION: A�I��1 Z t S FLOOD ZONE: FLOOD MAP: �� g -- APPROVED: _CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP -/2,6p/2 TD M96 DEED INFORMATION: /�- porta rHy DATE OF CREATION: ��� O TO 1 DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS.- MAP OMMENTS/CONDITIONS:MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a -ft.building setback from right-of-way/centerline of _ 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from _ 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 7. Connect to a public water supply. _ 8. Connect to a .public. -sewer system. 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the P/awzkg DhdsAw. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article 11 of the Butte County Code. _ 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 20. 21. 22. 23. 24. •25. .MG �8 40 �� a►1tYt 5ss� 5 � end ®3A13�3a LD 8/95 - CAWP51\FORMS.K\BLDGPERM.CLR MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION --7 COUNTY CENTER DRIVE OROVILLE, CA 95965 --PHONE (916) 538-7541 APN: 04� 1iq 1—/C) PERMIT NO.: ,,� — _V Owners: Name: Owners: l '� Address: 0 Mobilehome Manufacturers �w / � Year of Manufacture:V t Serial number �/ K — � � Insignia or % h 6 . f ' � 6 or VAN— / � - �.` �_ 4 HUD number. f j—�d cX; Official approving installation:71,2 ,' } �'" Date:; r If the mobilehome is moved or relocated, the mobilehome installation acceptance shall become inva`d. This form shall not be used when the mobilehome is installed on a foundation system. 513B White -Owner, Yellow -Installer, Pink -Bldg., Gold -Assessor V--� COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 -County Center Drive - Oroville, 'California 95965 - Telephone (916) 538-754 PER IT NO. APPLICATION AND PERMIT 7-0'e LOZZL ASSESSOR PARCEL NUMBER, 025-240-022 ZONING .. 2. 5 BUILDING PERMIT OWNER GLEN BRANVOLD TELEPHONE 3 6445 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 690 LONE TREE RD OROVILLE CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIwOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23-00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 690 LONE TREE RD PERMITFEE $ 41,00 OROVILLE PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LAT NO. SUBDNISIONSNAME PARCEL MAP Solar or heat pump water heater 23,00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome U Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 1Y Other ❑ Describe Work: FOR AIH UTILITY PERMIT #95-1954 Mobile Home IS I GI W 1 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service OOOV OR LESS ( 20oA oR LESS ) 23.00 Main Service ( 200A To I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: JiC I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. rlI, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BUDS. ) So. 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 Q 1.00 6AL so FIXED Ex. Occup. ( OUTLRES. OUTLETS EEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) )� 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth ith comply with those provisions. �— X _ Date 2` J Signa re of A ca - ($Owner ❑ Con rector ❑ Agent An OSHA per t . required for excavations ov r 5'0" deep and demolition or construction44A of structures o r 3 stories in height. Mobile Home Installation Fee Is 100.00 Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 143.00 HAZ. D. FE IMP FLOOD CDF PARCEL PD H — r ISSU This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. (� ate I (Datf) Receipt No. 185364 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT . .. .. ram"r- ,r r .,.r.q� .-�'�i.-;.`-"tt�"-r" '��.,: �w'�=r:JJ ,�, �i�:��•�vn°�,�•�,wi11?�•?r�.. .. _ �-' COUNTYOF BUTTE - DEPARTMENT OFpF*PMENTSERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 J PERMIT APPLICATION_ DATA SHEET •Proposed Building Use Building Inspecto KQWI Date 1.1'iT_Jtl►!: tom' - . �r1.;z�i At time ofp rmit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted. ......................... - 2. Plot plans,.3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans. ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. .....' ...................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobil home data and+manufacturer's installation instructions, 2 sets. -�;QgrQLUrlSqh 44A 10. Fees of $.......... ....... 11. Impact fees as shown on attached schedule*.;SCr ? . * * * I ................ � 12. California Department of Forestry plan approval/fees...................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. ........... Q_ 19. Driveway permit (construction approval required prior to occupancy). ..'t Freanspedion r6gdesf- - 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification). .. ........... 22. Certificate., of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... a° 24. Recorded copy of Agricultural Acknowledgement Statement . ................... 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . .................... . . . ................. Mobil home utility clearance . ........................................... . 29. Documentation of legal access . ..................... :........... .. ... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail owner.. Mail to contractor. Telephone 53�nd hold for pickup at r -z) v office. Deliver with inspector. Other Parcel Creation Cq 5'^ Acreage Applicant Date r �� Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Po]Mtidn Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by o,Ns Date - .55 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works I - CO[J M OF BUM — DF.PARngMT OF DSERVICES — BUIIDIIiG DIVISION 7 COUNTY CENTER DRIVE, OROVIU--E CA 95965 TELEPHONE.(916) 538-7541 - PROPOSED BUILDING USE DATE .: REC. - # DA 1. SCHOOL DISTRICT FEES YD (paid at District Office) ......................... SBERIFF FEES (paid at Building Department) Residential...... x 3 =a� unit amt. Commercial (sgft) X �$ sq. ft. amt. .3.- URBAN AREA FEES (paid at Building Department). Residential (per unit) x # units amt. Commercial (per sq..ft) x sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ............:............ 5. DRAINAGE DISTRICT FEES (Contact Land Development Division).............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. DATE. APPLICANT OWNER�1 PERMIT MH UTIL.CLEARANCE DATE INSPECTO ELECTRIC GAS Support Str..uc. Compaction Test eq. rvice ze. Other Load Type Pipe. Size Length YES NO YES NO i i a o9d;OW .cgs BUTTE COUNTY SCHOOLS IMPACT; FEE CERTIFICATION FORM (One Form PerBuilding) _' I � :,r/t ..� t �. li. .,�e'I`4 P i,ji i` f. �l �.•. School District ( VIL Building Department No. f J t A.P. Number `-'gyp- `Jurisdiction:City [] County Property Owner Property Location/Address Subdivison Lot No. Residential Development No. of Living MHI `> Addition Units " Commercial/Industrial New Sq. Footage (Group R) Sq. Footage Addition (Including Exterior -� Roofed Areas) wilding Depa ent Representative Dat (Floor Plans reviewed by School District Personnel) District Identification No. 96003 (Street Address) It School District certifies that1 [� ` V (Applicant) (Zip has complied with`the requirements of Resolution No. 10-5- 9d by payment of $ IFS, 7` representing square feet. AB 2926.;';. $ .,........T.... •.ON it Date Paid by Check # / Remarks: Bank Number - 2 Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEOA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (11/94)dmm 5 Mobilehome Manufacturer: 14 omaSYS r'F/r�S' Manufacture Year: go If other than single wide, furnish Setup Model Number: -541fA2A Width:! (ft.) Length: y8 (ft.) Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, ..1973, furnish manufacturer's installation manual and structural setup sheets. .. , .. . TOOTINCS:.. Wend pressor= treiited or:fbundatiolh`grade[, ;€)cher: SUPPORTS: Concrete block[ Other: Provide Tie Down Specifications for all Mobilehomes: CROSS / RIUF- Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line 1 Line 2 Line 2 Main Beams Line2................................................................................................ ine 2 Line 1 Line 3 Line 2 ................................................................................................ Main Beams ................................................................................................ Line 2 Line 1 .................................................ine S Tag or Triple ine 4 Pinel Line' 1 Piers: Size minimum: r 1 x Spacing maximum: I C` From ends-maximum:1 4` Line 2 Piers: Size minimum: [ 1 z ] x Spacing maximum: q` From ends -maximum] / Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ ] x [ J. Each side of openings with width over: 1 4` Line 4 Piers: . Size minimum: [ ] x [ ]. Spacing maximum: ` From ends -maximum: ` OVER FILE COPS Is -221/ 1. Owner's Name: G Lent 9/4- I4,A&t- BeAn/ V o L 2. Assessor's Parcel Number:2 S 2 �10 — 0 22 3: Installer's Name:�� PF_ K 1^j _S 4 .Is the sit e-curreiiiiyun6r pe*nut?•::Yes[ ]' `'Nd�- ]' Permit Ivo. 95 - 195 5. Is the site an existing site? YesK] No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? Z Oa Amperes. 7. What is the mobilehome site circuit breaker rating? z0 a Amperes. 8. What is the electrical rating of the mobilehome site? 200 Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No[ ] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[k] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - .11. Type of gas service at mobilehome site: Natural[ ] Propane[ ] None[] 12. Size of gas pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? (ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 8.5 0" #>�i b I 1 I I I I I I I ------------I--�I 4" X 4" POST I I, I I I I 11. ----- - I I II II I T 120 1 YJE T12V s t w� 8 @ "d• �� 519 f II ----------------------- -- 1--- ---------11 ----------- --- ----- ---- ---- -- ------------ I I ( II • I II II I I I I t II 1 II II II II II II II II II II IL- ---------- - - II II II II �U bog m;F I I S vv I!I II II � II I II II III I 1•� --------- 77-- II II I I I p. II II II II - �yC 1 1 G ` `•� II I II II II II II II I II II II II II II II II II I I II II Ll _ I \ r� � I I I I � I I I I r I I 1 I I I I I I I I I I I ' I I I I I I I I I I II II II I 0" #>�i b I 1 I I I I I I I ------------I--�I 4" X 4" POST I I, I I I I 11. ----- - I I II II I T 120 1 YJE T12V s t w� 8 @ "d• �� 519 f II ----------------------- -- 1--- ---------11 ----------- --- ----- ---- ---- -- ------------ I I ( II • I II II I I I I t II 1 II II II II II II II II II II IL- ---------- - - II II II II �U bog m;F I I S vv I!I II II � II I II II III I 1•� --------- 77-- II II I I I p. a I D 0 Q %0 it II II I II II . II II I a II II I ,r ----------------- II Ij 0 II II r I I II ------ 11 ---J _E- G II II II II - �yC 1 1 G ` `•� II I II II II II II II I I II II II II II II II II II II II a I D 0 Q %0 it II II I II II . II II I a II II I ,r ----------------- II Ij 0 II II r I I II ------ 11 ---J _E- G mV a axis IdG pPo . �xrstrN i :SEPtlC SSreM • S E R So�R . � _Q5 • Powe, foLvIV, �t / MS R 40RANJ'T J�vAD . t v,%5 -rid E �LG .9 s t1 . exrstrNj � SE Ptl c--Slys j;EM i� I�o t C'�- O PQweY, + yORA NOTE: All Materials F� orkmenshiP 8hai1 Be In Accordance with Reco d Good Practices and*. of a Qu.aditY Prescribed or the specified use in the Uziiform Buildin , Plumbing & Mechanical Codes and the Nation Electrical Cods. This set of plInd specifications MUST be kept on the jobtree and it unlawftai to make any clkanr alterations Ou sme without written permisfrom the Department of Public Works, Countytts. ING ALL STRUCTURES AN QR OF E EASEASEMENTS..DNTS OVERHANGS SHALL SF CLE A SET OACK OF 0__... • FROM THE SIDE AND t o F r. F140M ,: .3POPEITY LINES AND : c 5 _ Fr. FROM• ° D EQUI MENT EXCEPT CLEAR OSTRUGV'u. $ FOR A.2 FT. EAVE OVEritiAYO. m .. .: . r I :._r- ;:. -. ' :` � .+.. g,- +,_.d u ,. r , •. 'ef'Ra },r _ - .... x sr•.� P�> � R ` � - 1 ,,.. ,.-..; ., - .- .. ,.•.`.. - � :.' x.'t �4:n," y �� iYi�.-. rr�- +c,r.:.r..`� r.. .s . r �o0' D� D GENERAL NOTES NOTAS GENERALES HAND ERECTION— LEVANTAMIENTO AMANO BRACING FOR THREE PLANES OF ROOF Trusses are not marked in any way to Identify Los trusses no est3n marcados de ningtin modo que Trusses 20' or ; % �; ; , , Trusses 30' or the frequency or location of temporary bracing. identifique la frecuenda o Iocalizad6n de los arriostres Q less, support Q less, support at , . , EL ARRIOSTRE EN TRES PLANOS DE TECHO Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo, at peak. r� quarter points.rn Installing and temporary bracing of trusses. instalacitin y arriostre temporal de los trusses. Vea el f011et4 This bracing method Is for all trusses except 3x2 and 4x2 parallel chord trusses. Refer to BCSI 1-03 Guide to Good Practice for Lt vents Levante de SCSI 1-03 Guia de Buena Pr'ddica para el Manejo, Instalad6n • del pito los los cuartos Este mdtodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. Handling. Installing & Bracing of Metal Plate y Artiostre de los Tmisac de Madera Connettados con Connected Wood Trusses for more detailed Playas de Metalpere y Para mayor Informad6n. trusses de 20 de tramp los Information. pies o menos. trusses de 30 1) TOP CHORD — CUERDA SUPERIOR Truss Design Drawings may s eci locations of Los dibujos de diseho de los trusses pumen esped car f Trusses up to 20' pies o menos. Trusses up [0 30' � g g y p las localizadones de los arriostres permanentes en los Trusses haste 20 pies I 'cusses hasty 30 pies permanent bracing on Individual compression miembros individuates en compresi6n. Vea la f1oJa res6men members. Refer to the BCSI-83 Summary Sheet -Web Member Permanent Bracing/Web BCS[ -B3 Dara los arriostres permanentes y refuerzos de los Reinforcement for more information. All other miembros sec indarios (webs) para mayor informad6n. EI HOISTING — LEVANTAMIENTO permanent bracing design is the responsibility resto de ardostres permanentes son la responsabilidad del Hold each truss in position with the erection equipment until temporary bracing Is Installed and of the Building Designer. Disehador del Ediflcio. LJ truss Is fastened to the bearing points. ®g g Sostenga cada truss en posicl6n con la gr6a haste que el arriostre temporal est6 instalado y el The consequences of improper handling, installing y ' ` truss asegurado en los soportes. and bracing may be a collapse of the structure, or worse, serious personal injury or death. Do not lift trusses over 30' b the k Truss Span Top Chord Temporary Lateral Brace (TICTLB) Spacing Lon stud de Tramo Es aciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' D.C. max. Haste 30 pies 10 pies maximo 30' to 45' 8' D.C. max. 30 a 45 pies 8 pies m5ximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies m6ximo EI resultado de un manejo, Instalaa6n y ariostre R Y Pea Inadecuados, puede ser la cnida de la estrudxlra o No levante del Pico los trusses de cods de 30 pies. Y "Consult a Professional Engineer for trusses longer than 60'. AO► t / atin pear, muertos o heridos. 'Consults a un ingeniero para trusses de mas de 60 pies. .� Greater than 30' Mas de 30 pies ` HOISTING RECOMMENDATIONS BY TRUSS SPAN Banding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO ® gloves when handling and safety glasses when POR LONGITUD DEL TRUSS cutting banding. Empaques y placers de metal tienen border afilados. Use guantes y lentes protectores cuando carte los empaques. HANDLING - MANEJO Allow no more No permits mas © Use special care in Utilice cuidado than 3" of deflec- de 3 pulgadas de windy weather or especial en dias tion for every 10' pandeo por cada 10 near power lines ventosos o cerca de of span. pies de tramo. and airports. cables elEchiicos o de aeropuertos. to 4� to Spreader bar for 3 truss bundles e•max. op�po t T ® I 1e O O m to � • to' QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. QPick up vertical Levante de la cuerda t� bundles at the superior los grupos © Avoid lateral bending. — Evite la flexi6n lateral. top chord. verticales de trusses. j ONE WEEK OR LESS MORE THAN ONE WEEK F 1i may' .s o'+294A s 4 QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Do not store on Una semana o mas deben ser elevados uneven ground. con bloques a cada 8 o 30 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad Pero permita.ventilaci6n. Do not store No almacene unbraced bundles vertiralmente los upright. trusses sueltos. - No almacene en tierra desigual. 60' or less Approx. 1/2 truss length Tagtine TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Toe -in —Toe -in Spreader bar 1/2 to 2/3 truss length Tagtine TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar Attach above or stiff,., 1mO o -c . max. mid -height Spreader bar 2/3 to — 3/4 truss length —� Tagtine TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE - ® Refer to BCSI-B2 Summary Sheet - Truss Installa- v tion and 7emnorary eradng for more information. Vea el res6men BCSI-B2 - Instalad6n de Trusses 4 y Arriostre Temporal para mayor informad6n. Do not walk on unbraced trusses. No camine en trusses sueltos. Top Chord Temporary Lateral QLocate ground braces for first truss directly Bracing (TCTLB) in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada Una de las filas de arriostres laterales V 2x4 min. temporales de la cuerda superior. Brace first truss well t— before erection of t aOUIUDnai Uusses. �;{ R� c .n, 1-7f See SCSI -B2 for TCTLB options. LJ Vea el BCSI-82 para las opciones de TCTLB. \ ® Refer to J3GSI-B6 Summary Sheet - Gable End Frame Bracing. Repeat diagonal braces. Vea el res6men T SCSI -B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos ague • 1-7f Set first five trusses with spacer pieces, then add diagonals. Repeat LJ process on groups of four trusses until all trusses are set. Instate los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita Este procedimiento en grupos de cuatro trusses hasta que todos los trusses estdn instatados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. , `►Diagonal braces everyspaces t truss t t Some chord and web members not shown for clan. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web 46 DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 46 BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES v Diagonal braces ®Refer to BCSI-87-87 Maximum lateral brace spacing every 10 truss Summary Sheet 10' o.c. for 3x2 chords 2 bundles spaces (20' max.) 10'-1$' maX. A u• y same spacing spaces (30' max.) Tru for more as bottom chord information. Some chord and web members not shown for clarity. lateral hraring 46 DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 46 BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES Gypsum Board EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 ®Refer to BCSI-87-87 Maximum lateral brace spacing 16" Summary Sheet 10' o.c. for 3x2 chords 2 bundles - Temporary and 15' o.c. for 4x2 chords Bracing ok 15 Diagonal braces Permanent 10' every 15 truss for Parallel Chord spaces (30' max.) Tru for more information. Vea el res6men BCSI-B7 - Arriostre temporal v_ permanents de The end diagonal trusses de cuerdas brace for cantilevered Raralela5 para mayor trusses must be placed Lateral braces informad6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Q r70— Length —►I Max. Bow n Mex. bow, Max. Truss BOW Length LL --. ! 11 -------------------- B ---- I ~ Length 3/4° 12.5' Max. Length l 7/8' 14.6' Q Tolerances for D/50 D (ft.) 1° 16.7' Out -of -Plumb. 1 1/4° 1' 1-1/8° 188' Tolerancias para I 1/2" 2' 1-1/4° 20.8' Fuera-de-Plomada.$ n 3/4° 3' 1-3/8° 22.9' c I Plumb bob 1" 4' 1-1/2° 25.0' ' 1-1/4" 5' 1-3/4° 29.2' D/50m1u' — 1-1/2" 6' 2° a33.3' 1-3/4° T CONSTRUCTION LOADING — CARGA DE CONSTRUCCION ® Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n haste que todos los arriostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BSSL-@4 Summary Sheet -Construction Loading for more Information. No exceda las m6ximas alturas recomendadas. Vea el res6men BCSI-64 Carga de Construcd6n para mayor informad6n. Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 81• Clay Tile 34 tiles high IIS GDo not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. QPosition loads over load bearing walls.' " Coloque las cargas sobre las Paredes soportantes. ALTERATIONS — ALTERACIONES ® Refer to BCSI-BS Summary Sheet - Truss Damage. 3obsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Da"nos de trusses. Mot ificaciones en la Obra y Emores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No corte, altere o perfore ning6n miembro estructural de los trusses, a menos que est6 especificamente permitido en el dibujo del diseno del truss. AW ® Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Inns Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed willput Odor and roof trusses Into place SAFELY These recommendations for handling, installing and bradng wood trusses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or ErectJon/Installation Cartracam It Is not Intended that these recommendations be Interpreted as superior to and design spedfication (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation contractor or otherwise) for handling, Installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss ErecdoNbLstalWtion Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. O WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane ° Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 608/274-4849 ° www.woodtruss.com 703/683-1010 ° www.tpinst.crg BIWARNI1x1720050501 i ADV►E MITI E Nffil, JC*JJk! HOJA RESUMEN DE LA GUTA DE BUENA PRAGTIIGA PARA El MANEJOn, INSTALACION YAARRIORE DEQ^ OS�TRUSSES DE MADERA CONECTADOS CON PLAGAS DE METAL t. .. ,.�......il.l Mobilehome Manufacturer: S `s -r&,�,s Manufacture Year: Sa If other than single wide, furnish Setup Model Number: _S A IIA (Z A Width: t y (ft.) Length: y8 (ft.) Tagalong or Expando Size (ft:) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. - .- FOOTINGS:. Wood pressure treated or foundatlqp_grade[ <; _ Other: ; SUPPORTS: Concrete block[)j Other: Provide Tie Down Specifications for all Mobilehomes: A3:E5ca - C foss A l2t U . Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 1--in ine 1 Line 2 Line 2 Main Beams Line2 ........................... ............e 2 Line 1 Line 3 Line 2 Main Beams ..........................................:.........................................Line 2 Line 1 ............ .................................... `� - From ends-maximum:r/— ` 0 1 From ends-mAximum:l A Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: — Size minimum: Location (from front): Line 1 Piers: Line 1 Openings Size minimum:x Size minimum: [ ] x [ ]. Spacing maximum: Each side of openings From ends -maximum: with width over: ` i Line 2 Piers: Line 4 Piers: ! i ! Size minimum: [ Iz ] x 130 ]. Size minimum: [ ] x [ ]. Spacing maximum: Spacing maximum: ` From ends-maximum:r/— ` 0 1 From ends-mAximum:l A Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: — Size minimum: Location (from front): I A4, ` 3' X 3`I',PLATE 1 Y V !01_TS a 14' LONG TUBE 2' DiA { STD PIPE S % 93 TIGHTEN FT a ED Ck N0111 a Moan I I emsn>ra Moo" I N I I N C7 ED • I I I � T B>G1xmjc PIERB>IEIXIIIC P191d i FOUNOAPA P►P�i►oi OUMW w E� 4 OP ON113 Y Q Q "' , of rw MSN DOUBLE WIDE TYPICAL COACH I BEAN 3' X 3`I',PLATE 1 FT a ED Ck N0111 a Moan I I emsn>ra Moo" I N I I N C7 ED • I I I � T B>G1xmjc PIERB>IEIXIIIC P191d i FOUNOAPA P►P�i►oi OUMW w E� 4 OP ON113 Y Q Q "' , of rw MSN DOUBLE WIDE TYPICAL 20 , 24 , 28 OR IGO `-' T AN DOUBLE WIDE MOBILE COACH SINGLE WIDE MOBIILE COACH scale: 1 = 10 -- ---- NOTE: NOTE STANDARD PIER k FOO'TINC SPACING 9 SUBMITOBILE NONE 11ANUFACTURF.R': COACH I BEAN 3' X 3`I',PLATE 4 _ 3/LM Y V !01_TS a 14' LONG TUBE 2' DiA 93 STD PIPE 4 i3/9'DIMS 93 TIGHTEN ►ter �.�� 13 20 , 24 , 28 OR IGO `-' T AN DOUBLE WIDE MOBILE COACH SINGLE WIDE MOBIILE COACH scale: 1 = 10 -- ---- NOTE: NOTE STANDARD PIER k FOO'TINC SPACING 9 SUBMITOBILE NONE 11ANUFACTURF.R': TO 1@0 IN -P 3, THB DBSION LOAN BH" DR OONBi:IT r Mil ROOF UVB LOADS WIND t�1AR Ate► wwe =4 A BiTABI.it = POOR PI1RUANWif W[t)Li11 A all = LOOM. MIM. 3/4' THREADED3/16'3/16' PLATE LEGS TYP 13F 4 3, TMPOLRMAT1O MCANND6M'1'000NitMJI AMiRMANt<NtfMM1M 4. ALL POOLIIM ARB TO BB DYED BY MK tMA'1MA= U LLRD 00 ►6*AOt1, PntO/7yl,N•Q' I�.y� {NIU � M� AMM H AL wIL. AND liHMl LTR OOMPH ID88KiNID LORI 1000 LBF TOT 1p�1D PLATE 5/16' CONDfr"m 5/0' X 1 1/4' BOLT x WITH HARDENED MASHER S. R1'RU1C!TU0AL9T2M* p T L Bi WL CONFOR 4 TO ASTM AM P - 36 IW LIVID M• £ f- 1 E R Not t o S c a t e k B1ft" BE PAORICATBD ;;6nO'LO T < SEISMIC � '�UACTROM 1. '�" �► C.P. SEISMIC,I PIER#1 - PATENT PENDING �„ M..ATM AAS w7 NU ANCW* $%7'1s MB ORrMSP►L A09 -A" A325 BOI NOTE' w' THRZA COLADRAWN IOW CAROM WELQABL.B �. 771READRD ROIR 1@O IN -POUNDS IS EQUIVALENT TQ IS FT -POUNDS oca" rm AUTO= n4TwY6W41M � 6 70 NM AND ROM BEAM SUPPORT ASSEtiIllIM /HAi1. BB COATED W" NMI" WIL j1A14/ libl-RC110! APPROVED EQULVAL.IDIT*M 0" BB UBTBp AND 1AWAD NY INTM #M X71101! 2- 3/8' x 1 BOLTS SSitVICLi71(Cm POR Tl'1R POIAJOIw I+Ki #Aw"; FIELD DRILL HOLES 1700 ft MAX OPTION OF a LATLiR Ai.: ,> 1 ILM►MA>< 4 -•#14 TEX STS COACH G tw Y$RTICAI- OR J BEAM 7. THISKK* DA'i M IS POR P1.AlCM MA"A �'1 0VM== MM La"TLIiIT"� A '30 1/4'x2'x4' PLATEi7 tROLILAMSr W IIE'1'tLEMBNNDi' aOKOCl�D1 O BB 0RICD ONAFALYjxvm$mWHNO1XI8pQ$= ANGLE 3' WIDEB. TDrcumA71IMPLANMU71ORM#NS1R1• 3 9. iN ARM MURS DIf"A MAL fE"ITL (DLL) CAN OCCUR, MANUMCRIRBO HOLrE� BHAU. t1E 4 112- SEISMIC RP.ADR�e M WIMN DLL VMS= W OR . it W"ADVBRnLY AFFP.0 1' in ueB of in BOLTS PIER MAtiL1FACTLIRIBD Li0it6. 10. THIO SYOTBM BO ALIAPTAM TO 4TAND41D MASONRY X= MRA 11. POR ROOF UM WADE OP UP T060 PBL. no FOIRIDATION SYSTBM MAY BB LAID %=I= NUMBER OF C.P. : a== MRSSHOWN ON THE MAN- HOKUM ROOF WADS THAN 30 FLIP MAY REQUi117= TYPICAL BEAM M QFM,17fL10NAlt.WI'MWDPADANDWManIMe�'1� �1WTAU•A"MA - CONNECTIONSZAR - 1, BROWN ON TWO PLAN A A FRIGHT OONCA81'R POUNLaA710N PAR I= PLYWOOD THE POMMVION PAD B Not to S c o l e POU1dDAT10N! MD MAY 49 UM AW AMMTB. 3, fnaaoA'rloN � PAD• SHALL pE n.Acwat a� � UNnBm1RBB0 Wil- is 1 so w avcOnzc roR cNipp a 3. AND aw CORNCR !R[NCA4E BYSTARUTiiWilKlfiTC011�1E 8, Is. 3000 h1 AT 3O DAYS AS TRW= ANP 11A wAcriR$A :.�. , POSa1BLE in THAT THE I WO OpApo" OF THE PAD BB FOR MORE THAN TRIPLE WIDE Ut,1T , PER M k : • PRF.PERRRa LAYQVT TO THARP & ASSOC. FOR APPROVAL. INSTALLATION MANUAL ---- — tADCR16N'1ATIONWHL+R$ STANDARD PIER k FOOTING 3PACIN9 CONFICURATI3N SHONN� 13 THE MiNIMUM PBRPENDt+cuLARTOTHBCDJ�CNII41tBAM{MoN'fLLEMLr1Nl PER MOBILE HOME MANUFACTURER' NUMBER OF PALLS REQVIRED. a WHERE FIELD COND17 IMS NOW LAD ROTATION, NO MM THAN HALF � W A rAw ARRTHE PARALtADRLBL'1�D INSTALLATION MANUAL. NUMBER OF PADS R gF- CONFIGURATION SHOWN 19 TH UiRD. E MiNiMUM ELEVATION NOT TO SCALE ' MIs 94 ' � sse. �!� �e�•�* • _ r I I INSERT r TRAVLIRSE ium CAN BIl 110TA111D AO WAT TWI1� L • 4 .77LE CQAA1 BLBA11. 114, Ins. I 8 • 314 Wit A.L.A. 4BM Van= Pa -p OG PLUG= NU • QA $97, UP�IOR 36. 112'- iiRum SILrL' 1\ Qrl L' S i sir M i yr rLO," 1. MAXWW IJDK'171 OF @INDIA w= COACH - N PIw- ANL1Q INS(Ri , 3.j5�s. MAXAM LgNcnH or notmee W= COMM 70 PNET. 64-411:4 vVr 1 r J I 3. IJNLBOO&APM VW � WWOta« � =E HEIGHT NOT TO MUD' k10 FEET FOR 3W DOUBIA WQ)B. COACiD?.f' PRECAST CONCRETE a i3 mr FOR 34'. w, ♦ x pio = WIDE COIACm8 .4. FOR TRIPIA WIDE Couw= FOLLOW 1fAMR 11AC OR PAWW AS BROWN ON THE DOUBIZ WIDE U0I FOUNDATION PAD '°°` SCALE 1' = 1, S' S. FOR ANY COACH SIZE OTHER THAN AS 111OWN ON THIS PLAN 01R "MMM ABOVE, THE PIER AND PAD I,AYOUi' IRA" LIE RBVMWBD AND APPROW BY DONAA 14. r1ARP a AOfOAATBO. UAN Aga NUES: 3/4' PLYWOOD SHEETS 1. SPACLNO SHOWN ON THiII PLAN AU PM COACW WrM 10 WCH AND 13 BCH OBAMS OR O INCH MCO SCREWED TOGETHER WITH CORRUQATBIDBEAMIL 30'x32'x3/4' j 12 to x 1 1/2' PHWS PLYWOOD Z ANY OTHER I INCH BEAM 11 NOT TO CANITL.BVER MORE THAN 6.0 FEET ON BACH SND OF LM AND BTACOM OF UMaC M= CAN "M VXW 13.f MBBT� 6' HOLES FOR r r0►�piwnuN 4TNtw 1/2' x 2 i/.2' C.B. r " "' 4mvp AM SAM" com BOcvm "111 �'vy1�)fc3,jj eti A r N R o v e o /.���,t• �,,� 18102'x3/4' w ■' M M 18 30 t, wuEa to ICA Nam W IN' PLYWOOD dm w � sin of � a Jk� No. cowv x .road. 09PON60 6' Iwo of In,CIVIk Cis .1 New p ImA C.RAWft 0W$W IHSH �1 •. �+ 32'-----+� ANDOTANDANS r 0 ALTERNATIVE PLYWOOD �► aa1L1v;UiLDIN 6 AT IDN PAD VA NO.� FOUND �a�n�►�o SCALE: I F= I.5' ww ► A, ue+w3! letopilrl�, o zZz o A1' STJA i1TTAI,S� 30 -SF •a� ..�--•T"�_ _. - _. __ _.. - I, �, III COACH I BEAN 3' X 3`I',PLATE 4 _ 3/LM MAX TUBE HEIGHT !01_TS @' SHORT TUBE 14' LONG TUBE 2' DiA STD PIPE 4 i3/9'DIMS O TIGHTEN C`1PLATEAw TO 1@0 IN -P 3, THB DBSION LOAN BH" DR OONBi:IT r Mil ROOF UVB LOADS WIND t�1AR Ate► wwe =4 A BiTABI.it = POOR PI1RUANWif W[t)Li11 A all = LOOM. MIM. 3/4' THREADED3/16'3/16' PLATE LEGS TYP 13F 4 3, TMPOLRMAT1O MCANND6M'1'000NitMJI AMiRMANt<NtfMM1M 4. ALL POOLIIM ARB TO BB DYED BY MK tMA'1MA= U LLRD 00 ►6*AOt1, PntO/7yl,N•Q' I�.y� {NIU � M� AMM H AL wIL. AND liHMl LTR OOMPH ID88KiNID LORI 1000 LBF TOT 1p�1D PLATE 5/16' CONDfr"m 5/0' X 1 1/4' BOLT x WITH HARDENED MASHER S. R1'RU1C!TU0AL9T2M* p T L Bi WL CONFOR 4 TO ASTM AM P - 36 IW LIVID M• £ f- 1 E R Not t o S c a t e k B1ft" BE PAORICATBD ;;6nO'LO T < SEISMIC � '�UACTROM 1. '�" �► C.P. SEISMIC,I PIER#1 - PATENT PENDING �„ M..ATM AAS w7 NU ANCW* $%7'1s MB ORrMSP►L A09 -A" A325 BOI NOTE' w' THRZA COLADRAWN IOW CAROM WELQABL.B �. 771READRD ROIR 1@O IN -POUNDS IS EQUIVALENT TQ IS FT -POUNDS oca" rm AUTO= n4TwY6W41M � 6 70 NM AND ROM BEAM SUPPORT ASSEtiIllIM /HAi1. BB COATED W" NMI" WIL j1A14/ libl-RC110! APPROVED EQULVAL.IDIT*M 0" BB UBTBp AND 1AWAD NY INTM #M X71101! 2- 3/8' x 1 BOLTS SSitVICLi71(Cm POR Tl'1R POIAJOIw I+Ki #Aw"; FIELD DRILL HOLES 1700 ft MAX OPTION OF a LATLiR Ai.: ,> 1 ILM►MA>< 4 -•#14 TEX STS COACH G tw Y$RTICAI- OR J BEAM 7. THISKK* DA'i M IS POR P1.AlCM MA"A �'1 0VM== MM La"TLIiIT"� A '30 1/4'x2'x4' PLATEi7 tROLILAMSr W IIE'1'tLEMBNNDi' aOKOCl�D1 O BB 0RICD ONAFALYjxvm$mWHNO1XI8pQ$= ANGLE 3' WIDEB. TDrcumA71IMPLANMU71ORM#NS1R1• 3 9. iN ARM MURS DIf"A MAL fE"ITL (DLL) CAN OCCUR, MANUMCRIRBO HOLrE� BHAU. t1E 4 112- SEISMIC RP.ADR�e M WIMN DLL VMS= W OR . it W"ADVBRnLY AFFP.0 1' in ueB of in BOLTS PIER MAtiL1FACTLIRIBD Li0it6. 10. THIO SYOTBM BO ALIAPTAM TO 4TAND41D MASONRY X= MRA 11. POR ROOF UM WADE OP UP T060 PBL. no FOIRIDATION SYSTBM MAY BB LAID %=I= NUMBER OF C.P. : a== MRSSHOWN ON THE MAN- HOKUM ROOF WADS THAN 30 FLIP MAY REQUi117= TYPICAL BEAM M QFM,17fL10NAlt.WI'MWDPADANDWManIMe�'1� �1WTAU•A"MA - CONNECTIONSZAR - 1, BROWN ON TWO PLAN A A FRIGHT OONCA81'R POUNLaA710N PAR I= PLYWOOD THE POMMVION PAD B Not to S c o l e POU1dDAT10N! MD MAY 49 UM AW AMMTB. 3, fnaaoA'rloN � PAD• SHALL pE n.Acwat a� � UNnBm1RBB0 Wil- is 1 so w avcOnzc roR cNipp a 3. AND aw CORNCR !R[NCA4E BYSTARUTiiWilKlfiTC011�1E 8, Is. 3000 h1 AT 3O DAYS AS TRW= ANP 11A wAcriR$A :.�. , POSa1BLE in THAT THE I WO OpApo" OF THE PAD BB FOR MORE THAN TRIPLE WIDE Ut,1T , PER M k : • PRF.PERRRa LAYQVT TO THARP & ASSOC. FOR APPROVAL. INSTALLATION MANUAL ---- — tADCR16N'1ATIONWHL+R$ STANDARD PIER k FOOTING 3PACIN9 CONFICURATI3N SHONN� 13 THE MiNIMUM PBRPENDt+cuLARTOTHBCDJ�CNII41tBAM{MoN'fLLEMLr1Nl PER MOBILE HOME MANUFACTURER' NUMBER OF PALLS REQVIRED. a WHERE FIELD COND17 IMS NOW LAD ROTATION, NO MM THAN HALF � W A rAw ARRTHE PARALtADRLBL'1�D INSTALLATION MANUAL. NUMBER OF PADS R gF- CONFIGURATION SHOWN 19 TH UiRD. E MiNiMUM ELEVATION NOT TO SCALE ' MIs 94 ' � sse. �!� �e�•�* • _ r I I INSERT r TRAVLIRSE ium CAN BIl 110TA111D AO WAT TWI1� L • 4 .77LE CQAA1 BLBA11. 114, Ins. I 8 • 314 Wit A.L.A. 4BM Van= Pa -p OG PLUG= NU • QA $97, UP�IOR 36. 112'- iiRum SILrL' 1\ Qrl L' S i sir M i yr rLO," 1. MAXWW IJDK'171 OF @INDIA w= COACH - N PIw- ANL1Q INS(Ri , 3.j5�s. MAXAM LgNcnH or notmee W= COMM 70 PNET. 64-411:4 vVr 1 r J I 3. IJNLBOO&APM VW � WWOta« � =E HEIGHT NOT TO MUD' k10 FEET FOR 3W DOUBIA WQ)B. COACiD?.f' PRECAST CONCRETE a i3 mr FOR 34'. w, ♦ x pio = WIDE COIACm8 .4. FOR TRIPIA WIDE Couw= FOLLOW 1fAMR 11AC OR PAWW AS BROWN ON THE DOUBIZ WIDE U0I FOUNDATION PAD '°°` SCALE 1' = 1, S' S. FOR ANY COACH SIZE OTHER THAN AS 111OWN ON THIS PLAN 01R "MMM ABOVE, THE PIER AND PAD I,AYOUi' IRA" LIE RBVMWBD AND APPROW BY DONAA 14. r1ARP a AOfOAATBO. UAN Aga NUES: 3/4' PLYWOOD SHEETS 1. SPACLNO SHOWN ON THiII PLAN AU PM COACW WrM 10 WCH AND 13 BCH OBAMS OR O INCH MCO SCREWED TOGETHER WITH CORRUQATBIDBEAMIL 30'x32'x3/4' j 12 to x 1 1/2' PHWS PLYWOOD Z ANY OTHER I INCH BEAM 11 NOT TO CANITL.BVER MORE THAN 6.0 FEET ON BACH SND OF LM AND BTACOM OF UMaC M= CAN "M VXW 13.f MBBT� 6' HOLES FOR r r0►�piwnuN 4TNtw 1/2' x 2 i/.2' C.B. r " "' 4mvp AM SAM" com BOcvm "111 �'vy1�)fc3,jj eti A r N R o v e o /.���,t• �,,� 18102'x3/4' w ■' M M 18 30 t, wuEa to ICA Nam W IN' PLYWOOD dm w � sin of � a Jk� No. cowv x .road. 09PON60 6' Iwo of In,CIVIk Cis .1 New p ImA C.RAWft 0W$W IHSH �1 •. �+ 32'-----+� ANDOTANDANS r 0 ALTERNATIVE PLYWOOD �► aa1L1v;UiLDIN 6 AT IDN PAD VA NO.� FOUND �a�n�►�o SCALE: I F= I.5' ww ► A, ue+w3! letopilrl�, o zZz o A1' STJA i1TTAI,S� 30 -SF •a� ..�--•T"�_ _. - _. __ _.. - I, �, III v (E) PUBLIC WATER 1 TEL. (91 6) 488 - 0110 y h n J i SHEET INDEX 4 z C) v (E) PUBLIC WATER 1 TEL. (91 6) 488 - 0110 y h n J i SHEET INDEX Lu z C) - - - - - - � '' k � `� to k • K ; 3 _PROJECT LOCATION SITE PLAN 35r y w VICINITY MAP CSI o m a PROJECT DATA t70 v LoO Pa £` a o r,' MATERIAL SPECIFICATIONS C O � Opbp ch m FLOOR PLAN WZ06 � N -.' DOORS & WINDOW SCHEDULE A-2 ©OU . a£ LIGHTING PLAN A - 3 C '^J -ILL # taeEas: s, A-4 c ■ v1 Q w k ROOF PLAN A - 5 , ,� W DIMENSIONS ON SITE PLAN ARE APPROXIMATE ONLY, ELEVATIONS A - 8 dLuO V dt L } ELEVATIONS A - 7 rn 0 ff x .. }t 3 STRUCTURAL NOTES & DETAILS S-1 TO S-4 M111 W ob m 02-1e-06 s :. r t ,^ �a , C N REVISED: .. 3 :: <:. r :. - DRAWN BY: NA -RA ,; Q� v (E) PUBLIC WATER 1 TEL. (91 6) 488 - 0110 m n a� i SHEET INDEX z C) Q 3 m SITE PLAN 35r VICINITY MAP m PROJECT DATA Pa j MATERIAL SPECIFICATIONS C -�-t m FLOOR PLAN v (E) PUBLIC WATER 1 TEL. (91 6) 488 - 0110 , i SHEET INDEX z Q J SITE PLAN VICINITY MAP PROJECT DATA w j MATERIAL SPECIFICATIONS A- 1 F- FLOOR PLAN DOORS & WINDOW SCHEDULE A-2 GENERAL NOTES: LIGHTING PLAN A - 3 FOUNDATION PLAN A-4 w ROOF PLAN A - 5 DIMENSIONS ON SITE PLAN ARE APPROXIMATE ONLY, ELEVATIONS A - 8 CONTRACTOR TO VERIFY ALL DIMENSION ELEVATIONS A - 7 0 PRIOR TO START OF CONSTRUCTION. STRUCTURAL NOTES & DETAILS S-1 TO S-4 02-1e-06 REVISED: DRAWN BY: NA -RA i SHEET NO. i 'A i'. I I ,I �I 4 i I, , I _ , r;; 1 r.; I I ,I �I 4 i I, SIZE i i , a _ 4'X 4' 1 r.; �g h, I I' k� I I X o FIXED O 2'X2' (TOP)HS f Lo f 3'X 6'- 8" FIXED W/ TEMPERED GLASS a t! i f SIZE TYPE TYPE 4'X 4' HS �g h, I SH X 6'X 4' FIXED O 2'X2' (TOP)HS �I 4L� WINDOWS W/ TEMPERED GLASS I 3'X 6'- 8" FIXED W/ TEMPERED GLASS (K) 3'x 2' HS W/ TEMPERED GLASS 6�� X 61- 8" INTERIOR DOOR 5� 6' - 0" x 6'- 8" ORZ. SLIDING DOOR W/ TEMP GLASS O 3'- 0" X 61- 8" EXTERIOR W/ TEMP GLASS O i.t X 6 - 8" EXTERIOR SOLID DOOR o uj ,'S 20'-x k 4 i SQ. FT. SQ. FT. M r t �I� TOTAL . 15'-8" C I f8: m m -, 't z r 781-211 r m r, 4� �p f • c Ir D5A 111 70'-0„ 39'-0" 40 19'-0" 4'-6" 4'-6" 4'-11" 5'-6" 41- 5'-1 SW1 -6' rA 0 U U 9' 4'-4" 4'-0"— 2'-10" I= N e o co +-- ��o NOTE # SIZE TYPE TYPE 4'X 4' HS �g 3'X 5' SH X 6'X 4' FIXED O 2'X2' (TOP)HS Al D1 WINDOWS W/ TEMPERED GLASS O 3'X 6'- 8" FIXED W/ TEMPERED GLASS (K) 3'x 2' HS W/ TEMPERED GLASS NOTE: ALL WINDOWS ARE VINYL FRAMED WITH DUAL PANE GLASS LOW E2 DOOR SCHEDULE ZZ p 0 (_9oa I— w ry N Z ��0 o U >z� od � w � 0LL Z !* 0 cn 0 LU w©o Z U)E; c • %W cb Lco o N CD U) REVISIONS ## SIZE J J TYPE O (2) 3' - 0" X 61- 8" EXTERIOR SOLID DECORATIVE WOOD O 2'- 6" X 6'- 8" INTERIOR HOLLOW CORE O 2.- 4" X 61- 8" INTERIOR HOLLOW CORE 4A 2'- 8" X 61- 8" FIRE DOOR 4B 2'- 8" X 61- 8" INTERIOR DOOR 5� 6' - 0" x 6'- 8" ORZ. SLIDING DOOR W/ TEMP GLASS O 3'- 0" X 61- 8" EXTERIOR W/ TEMP GLASS O 2' - 8" X 6 - 8" EXTERIOR SOLID DOOR I w Z J J CL z - LIVING AREA 3,368 730 wO W 0 �— — . 0C 4 oRAwNeY: NA-RA U)Ww Q� o Q f > o W Zw `/�� � w W � ~ w Z LL w O J 110 SQ. FT. Z O SHEET No. o uj ,'S 20'-x 4_0 - LIVING AREA 3,368 730 SQ. FT. SQ. FT. oRAwNeY: NA-RA I GARAGE FRONT PORCH 110 SQ. FT. SHEET No. 40 20'-x REAR PORCH 220 4,428 SQ. FT. SQ. FT. M TOTAL . 15'-8" f8: 781-211 r