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HomeMy WebLinkAbout059-085-012Bob Strickler 612 Manzanita St., Stirlig City •, (FIRE DAMAGE) i ✓�D 59-085-12 Contr: Illumin€tion Ele ZONING VIOLATION 7/j414/93 x P� Permit#1857-86E(ele ser ch)SF IV, 5Lt 059-085-012 PERMIT#96-2459 STRICKLER, Robert 17168 Manzanita,Stirling City ..Cont: Community- Action Agency Demo/SF g' a� 059-085-012 06-2048 DANCER, TONIA 17168 MANZANITA ST, STERLING CITY Cont: OWNER NSF/GAR/DECK(COV) _ -1 Q 13 - 13i3 HVAC c6ay<o t 7..� t preccLs-k- ver CIL CUD c��i,tee COVERED - C.loC(-k0kG deC.k PORCH- j tl 12'-0` X W -0` u I DIMING KITCHEN 23'-2' X Iii'-;:" y 15'-10" X -7.' o-0 15' i a ! f rirl. Q. C. Ce. Ln GREAT U 1(9 X �D y ROOM r ry) � Cr_.►"gi p rti C�c c 12's•xzrl>," .4' IGARAGI prcca5+ pier tn� PORCH ! MAIN Fl, 0 OR BUTTE coU T Y BUILDING ®IVIS -�,�p A p(nc�,� Pte..c s IPPR VED p J ®c 4X 10- cool 4--- rpt . k C 7) - soiII I t lo. C s, eg, Tooz 8UTT Col.,11 NTY D I M, 6 ON APPR?k/ED JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 38121 October 27, 2006 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 114 2360 BALDWIN AVE. OROVILLE, CA 95966 PH. (530) 533-21 31 FAX (530) 534-0902 RE: Revised Truss Design for Mike & Tonya Dancer, A.P.N. 059-085-012 Stirling City Dear Sirs: I have reviewed the revised truss designs for this project. They have been checked for conformance with the lateral design of the structure. Trusses receiving substantial drag loads have been checked by the manufacturer's engineer. My review also includes identifying and locating loads in excess of 3000 pounds. Where required, structural and foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration. Sinc rely Jim Pursell, P.E. 12:S'a F! -.k S36 73+; 2.164 'C'CBLIC 11CAU-i'll DET A R/ W. q f2l� 0 r)1 14;1 �20 F 5SUTTE coUNTY BUILL-ANG DMSIOW! Los APPROVED P3S L_ OEM I' wal PLANNING VVIS!1�71LDIN rLAVIArrKUVAL Use. _& I , cl)e�?, '� Date: PLANNING Use: -ell —let— P g. arldng: j + Other- Sg.nature:_,ZE,� "If Ewd `�1070 TDt v6� - 2. BUTTE COUNTY BUILDING DIVISION APPROVED A I2q `O.", K ur c ff F. N GARAGE 2 .--O- X. 2.1-6" -F-t Le- -ro e,.-( C,()VPK'FD PORCH , r 3-0 DINING 23'-2' X GREAT' ROOM y. t ex D�V C Lill A (',LIVERED 0" c'. t t P" GREAT' ROOM y. t ex D�V C Lill A (',LIVERED 0" �v;j.F Department of Development Services O ° "'� �`�::;`;• °° Building Division O O 7 County Center Drive -_ 1. o Oroville, CA 95965 o-'— o (530) 538-7541 (530) 538-2140 FAX , cOv 14 GUARDRAIL DETAIL HANDOUT Nailing shall comply with Table UBC 23-11-B-1. Lumber shall be at least Douglas Fir #2 or better (D.F. #2).. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Minimum underfloor clearances from finish grade to wood joists is 18"; (UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood js required. No wood shall be placed closer than 6" to earth unless it is foundation grade or pressure treated. (UBC 2320.13) Min. 4 x 4 post 4' Max. _ 4' Intermediate rails ! Max. 36" Min. spacing shall prevent the passage of a 4" diameter sphere. of 3/4" clearance Top ofTop SIDE VIEW 4' Max. Joist to the edge of Deck • �he wood Min. 2x re tr ated ledger -- member joist Min. 2 — 3/8" x-'' lag bolts or screws. Min. 2 - 1/2" dia. thru bolts required PICAL LEDGER GUARDRAIL j� An approved post �If the deck porch is 30"Pier posts greater / cap connection -'%--or greater above the------ an 3 feet in height Girder •• or connect girder firish_grad—d-ailis need to be diagonally braced between posts and post with 1/2" plywd gussett required. Post and 3 - 16d nails top & bottom 4 - 16d nails or an approved post base connection 6" Min. 1 If using precast piers, 12" x 12" Footing 8" Min. embedment wet set precast pier into concrete footing I•._ '�� G PLYWOOD CC EYL .' FRMIJ r� CLIP_ _ r• - .9 • m STAIR STRINGER. Ito -AIT PIES ?DP VIEW (,on Pt wIt" n;.n. odtt�,� H A�II)�NL :NOT 'SI{DUI tJ •FDR C1,NKITY. ALTA .3/j' BOLT ' S pa.c ecl �o -Fha-f" a - 4','U DF 2 y't sphere eanno� . GIRDE17S EXT:12 .n 1'!n"TZG PLYWOOD CC •. MOBILE IIDME M d OR DELK �I=�• `I I 1 CLIP DE Mnx. .: 9"MII� ; • 4'u4' POSE' - 2"x 12' ^_00 2 ;cQ�, PRESSURE •x �� GUARDRAIL ' •• �'21]F.�_. : - 9 SRF Waoo'rIA7E (�! �a' E rte, 0% 13gLTS . 4'�141A DECYI.IJG - e"MIN. GIRDER = a � .� • � w'` :t) 4 •, PRECAST 4x4" POST /0--30--03 La oc IER �D�•QcWrE' DtAaDNAL rO1ICING. TYp►C�IL )? _FSI DE'A1r/11•� -rzps ids • ®flB 65C WORKS' ` BOUNTY OF BUTTE — DEPARTMENQ ' - •ia� .7 County Center Driva — orovlUe. too h"vI ''MIN. F-00TIN6 .. Telephone: _ _ PLAN REVISION/RETURN Owner's Name, AP#: Q, BP#: 06 --� q0 Received By: Date: — �)_ 1 11-7 Time: 3: I Contact Person & Phone Number: PURPOSE OF RE -SUBMITTAL OR REVISION .❑ Permit Application Data Sheet Item ❑ *Engineering U' *Plan Revision ❑ *Requested by Building Inspector's Correction Notice – Inspector's Name: ❑ Requested by Plan's Examiner – Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: Ce'/ Mail to Owner/Contractor at this address: I � (� O < < C^ Call (J� �-`1 and hold for pick-up. ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: Ell" Minimum $54.99 Receipt #: ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ . Additional Fee Amount: Receipt #: Revised 2/04 Mitek Indeushies, Inc. Western Division 3140 Gala Camp Drive, Sprite 140 Rancho Cordova, CA 95670 1-800-7725351 .. z BUTTE COUNTY BUILDING DIVISION APPROYED � 5321 Eastside Road Redding, CA 96001 Phone: (530) 244-0700 Fax: (530) 244-3329 Client Location I -D_ No-- Date o_ Date Job Info NG: DO NOT CUT OR ALTER TRUSSES TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. SEE BCSI-B1 SUMMARY SHEET COMMENTARY AND RECOMMEDATIONS FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES I.C.O. EVALUATION SERVICE INC. ESR -1311 95-43.01 MMER PRODUCTS INSPEECI ON 105 SE 124th Avenue Vknwuver, Wasbhg;9xm 98684 Pie (530) 499-3840 Fax (530) 499-3953 NER—OA275 t r C a a a a a C a a a a a iou Fuss russ typemy LOADING (psf) DANCER -NEW RES I • CSI DEFL in (loc) R2308089t P8866 J'E JGABLE 2 ` 1 Job Reference (optional) J moss 1.umoer. neomng, -2.0-0 19-0-0 38-0-0 40-0.0 2.0-0 19.0.0 19-0-0 2-0-0 S.I. - 1:67.1 410 = 6.0012 2041116 2411 2.4 11 15 17 214 11 ' x[41114 t6 2,411 h4 II 13 19 ZA II he4 p 7xB N4 It 12 11 z1 Z14 II 2x4 II 10 22 24 II 2,4 11 g 123 2,4 11 2x4 II 6 24 24 II 214 II 7 26 2x4 II 20 II 6 26 214 11 2x4 II 5 27 2x4 II 24114 26 214 II 0 29 M ■-■-■-■�■�■�■�■�■�■�■�■���■�■�■�■�■�■�■�■�■�■�■�■I`,I\� 38-0-0 Plate Offsets (X Y): [2:0-1-12,0-0-21, 111:0 -4 -0,U -Z-41, [16:0-5-U tagel I21:U-4-u u-z-4l,Isu:u-i-iz,u-u-zl LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 100.0 Plates Increase 1.00 TC 0.77 Vert(LL) 0.00 30 n/r 120 MT20 220/195 (Roof Snow=100.0) Lumber Increase 1.00 BC 0.34 Vert(TL) -0.00 31 n/r 90 TCDL 7.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.01 30 n/a n/a BCLL 0.0 Code UBC97/ANSI95 (Matrix) Weight: 326 lb BCDL 10.0 LUMBER TOP CHORD 2 X 6 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1 &Btr G OTHERS 2 X 4 DF Stud/Std G BRACING TOP CHORD BOT CHORD WEBS Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 1546,14-47,17-44,18-43 �.J eZ M 000 0___4 _ 0 z J REACTIONS (Ib/size) 2=927/38-0-0, 30=927/38-0-0, 46=348/38-0-0, 47=312/38-0-0, 48=313/38-0-0, 49=336/38-0-0, 50=310/38-0-0, 51=287/38-0-0, 52=307/38-0-0, 53=314/38-0-0, 54=312/38-0-0, 55=313/38-0-0, 56=304/38-0-0, 57=378/38-0-0, 58=115/38-0-0, 44=348/38-0-0, 43=312/38-0-0, 42=313/38-0-0, 41=336/38-0-0, 40=310/38-0-0, 39=287/38-0-0, 38=307/38-0-0, 37=314/38-0-0, 36=312/38-0-0, 35=313/38-0-0, 34=304/38-0-0, 33=378/38-0-0, 32=115/38-0-0 Max Horz 2=-138(load case 8) Max Uplift 2=-50(load case 5), 30=-80(load case 8), 47=-19(load case 7), 48=-28(load case 7), 49=-27(load case 7), 50=-25(load case 7), 51=-19(load case 7), 52=-23(load case 7), 53=-24(load case 7), 54=-23(load case 7), 55=-24(load case 7), 56=-21 (load case 7), 57=40(load case 7), 58=-121(load case 2), 43=-16(load case 8), 42=-31 (load case 8), 41=-28(load case 8), 40=-25(load case 8), 39=-18(load case 8), 38=-23(load case 8), 37=-24(load case 8), 36=-23(load case 8), 35=-24(load case 8), 34=-21 (load case 8), 33=-40(load case 8), 32=-121(load case 3) Max Grav2=1607(load case 2), 30=1607(load case 3), 46=349(load case 2), 47=386(load case 2), 48=389(load case 2), 49=408(foad case 2), 50=376(load case 2), 51=347(load case 2), 52=373(load case 2), 53=381 (load case 2), 54=378(load case 2), 55=380(load case 2), 56=361 (load case 2), 57=540(load case 2), 58=115(load case 1), 44=349(load case 3), 43=386(load case 3), 42=389(load case 3), 41=408(load case 3), 40=376(load case 3), 39=347(load case 3), 38=373(load case 3), 37=381 (load case 3), 36=378(load case 3), 35=380(load case 3), 34=361 (load case 3), 33=540(load case 3), 32=115(load case 1) Continued on page 2 �oQ?,0FESS/pN9 Q �R S.CO � C 046,433 r MEMO Nv October 11,2006 ® WARNING. Ver((y design parametera and READ NOTES ON TNIS AND INCLUDED MITER REFERENCE PAGE MN -7473 BEFORE USE. ®s Design valid for use only with M11ek 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 A' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the 1 �Y IITe k erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding -„o,�„ra....- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criterla, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Citrus Heights. CA, 95610 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/327, 2-3=-358/59, 3-4=-118/74, 4-5=-129/81, 5-6=-129/93, 6-7=-128/105, 7-8=-128/116, 8-9=-129/128, 9-10=-127/139, 10-11=-116/149, 11-12=-128/162, 12-13=-115/174, 13-14=-115/189, 14-15=-119/196, 15-16=-129/169, 16-17=-129/165, 17-18=-119/186, 18-19=-115/170, 19-20=-115/146, 20-21=-128/124, 21-22=-116/103, 22-23=-127/85, 23-24=-129/65, 24-25=-128/45, 25-26=-128/33, 26-27=-129/30, 27-28=-129/30, 28-29=-99/74, 29-30=-358/8, 30-31=0/327 BOT CHORD 2-58=0/112, 57-58=0/112, 56-57=0/112, 55-56=0/112, 54-55=0/112, 53-54=0/112, 52-53=0/112, 51-52=0/112, 50-51=0/112, 49-50=0/112, 48-49=0/112, 47-48=0/112, 46-47=0/112, 45-46=0/112, 44-45=0/112, 43-44=0/112, 42-43=0/112, 41-42=0/112, 40-41=0/112, 39-40=0/111 , 38-39=0/111, 37-38=0/111, 36-37=0/111, 35-36=0/111, 34-35=0/111, 33-34=0/111, 32-33=0/111, 30-32=0/111 WEBS 15-46=-315/0, 14-47=-362/29, 13-48=-361/40,12-49=-382/38, 11-50=-350/36, 10-51=-320/30, 9-52=-346/34, 8-53=-354/35, 7-54=-353/35, 6-55=-349/34, 5-56=-351/34, 4-57=-451/45, 3-58=-152/19, 17-44=-315/0, 18-43=-362/26, 19-42=-361/42, 20-41=-382/39, 21-40=-350/37, 22-39=-320/30, 23-38=-346/34, 24-37=-354/35, 25-36=-353/35, 26-35=-349/34, 27-34=-351/34, 28-33=-451/44, 29-32=-152/17 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) 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. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 Ib uplift at joint 2, 80 Ib uplift at joint 30, 19 Ib uplift at joint 47, 28 Ib uplift at joint 48, 27 Ib uplift at joint 49, 25 Ib uplift at joint 50, 19 Ib uplift at joint 51, 23 Ib uplift at joint 52, 24 Ib uplift at joint 53, 23 Ib uplift at joint 54, 24 Ib uplift at joint 55, 21 Ib uplift at joint 56, 40 Ib uplift at joint 57, 121 Ib uplift at joint 58, 16 Ib uplift at joint 43, 31 Ib uplift at joint 42, 28 Ib uplift at joint 41, 25 Ib uplift at joint 40, 18 Ib uplift at joint 39, 23 Ib uplift at joint 38, 24 Ib uplift at joint 37, 23 Ib uplift at joint 36, 24 Ib uplift at joint 35, 21 Ib uplift at joint 34, 40 Ib uplift at joint 33 and 121 Ib uplift at joint 32. LOAD CASE(S) Standard ca C W g X 0 rn <20 M _< C 0 Z Q WARNING - Vertry design pammeters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE KII.7473 BEFORE USE. Nil' Design volid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Welk Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown M'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 .owes - fabrication. quality control, storage, delivery, erection and bracing, consult ANSIITP11 Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 1109 Safety Information available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, wl 53719. Citrus Heights, CA, 95610 J p rusS rusS ype y DANCER- NEW RES 38.0-0 36-0 9.6.0 823080890 P8866 A COMMON 19 1 Job Reference (optional) Moss Lumber, Redding, Ga 31 -2-0.0 8.40 12-8-0 19.0.0 25.4.0 31-8-0 38-0.0 40.0.0 2.0.0 6.40 640 - 6-40 _ 6-40 8.40 6-4-0 2-0-0 Smle =1:67.1 7,11 _ 6,00 12 eA = 4x5 = 10x10 = 415 = eze = LUMBER TOP CHORD 2 X 6 DF No.1 &Btr G BOT CHORD 2 X 6 DF No.1 &Btr G WEBS 2 X 4 DF Stud/Std G *Except* 5-11 2 X 4 DF No.1 &Btr G WEDGE Left: 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=4869/0-5-10,8=4869/0-5-10 Max Horz 2=-139(load case 8) Max Uplift2=-201(load case 7), 8=-201 (load case 8) Max Grav2=5108(load case 2), 8=5108(load case 3) BRACING TOP CHORD Sheathed or 2-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 Rows at 1/3 pts 4-11,6-11 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/362, 2-3=-8156/233, 3-4=-7200/211, 4-5=-5171/190, 5-6=-5171/190, 6-7=-7200/211, 7-8=-8156/234, 8-9=0/362 BOT CHORD 2-12=-252/6953, 11-12=-147/5722, 10-11=-49/5722, 8-10=-113/6953 WEBS 3-12=-1315/137, 4-12=-9/1165, 4-11=-2459/173, 5-11=-69/2969, 6-11=-2459/173, 6-10=-9/1165, 7-10=-1315/137 ' NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 Ib uplift at joint 2 and 201 Ib uplift at joint 8. LOAD CASE(S) Standard a) oY rn XG 0 00 ® Z r �oQ?,OFESS/pN-1 S T/Nc�<�2 CO Q Q m W C 046433 Sun *\ /,XP.JW-07 October 11,2006 ® WARNING - Ver{ fy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 BEFORE USE. Nil ' Design valid for use only with Mlek 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 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 responsibillity, of the MITe k erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _..e ,o.e..ra,�..- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute. 583 D'Onofrto Drive, Madison. WI 53719. Citrus Heights, CA, 95610 9-8-0 19-0-0 28-6-0 38.0-0 36-0 9.6.0 9.6.0 9-60 Plate Offsets (X Y)• [2:0-1-8 Edgel [2:0-9-12,0-1-10], [4:0-3-4,0-5-41, [6:0-3-4,0-5-41, [8:0-1-8 Edge] [8:0-9-12 0-1-10] [11:0-5-0,0-5-4] LOADING (psf) SPACING 2-0-0 CSI DEFL ' in (loc) I/defl Ud PLATES GRIP TCLL 100.0 Plates Increase 1.00 TC 0.96 Vert(LL) -0.39 10-11 >999 360 MT20 220/195 (Roof Snow=100.0) Lumber Increase 1.00 BC 0.98 Vert(TL) -0.48 11-12 >934 180 TCDL 7.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.19 8 n/a n/a BCLL 0.0 Code UBC97/ANS195 (Matrix) Wind(LL) 0.0511-12 >999 240 Weight: 254 lb BCDL 10.0 LUMBER TOP CHORD 2 X 6 DF No.1 &Btr G BOT CHORD 2 X 6 DF No.1 &Btr G WEBS 2 X 4 DF Stud/Std G *Except* 5-11 2 X 4 DF No.1 &Btr G WEDGE Left: 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=4869/0-5-10,8=4869/0-5-10 Max Horz 2=-139(load case 8) Max Uplift2=-201(load case 7), 8=-201 (load case 8) Max Grav2=5108(load case 2), 8=5108(load case 3) BRACING TOP CHORD Sheathed or 2-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 Rows at 1/3 pts 4-11,6-11 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/362, 2-3=-8156/233, 3-4=-7200/211, 4-5=-5171/190, 5-6=-5171/190, 6-7=-7200/211, 7-8=-8156/234, 8-9=0/362 BOT CHORD 2-12=-252/6953, 11-12=-147/5722, 10-11=-49/5722, 8-10=-113/6953 WEBS 3-12=-1315/137, 4-12=-9/1165, 4-11=-2459/173, 5-11=-69/2969, 6-11=-2459/173, 6-10=-9/1165, 7-10=-1315/137 ' NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 Ib uplift at joint 2 and 201 Ib uplift at joint 8. LOAD CASE(S) Standard a) oY rn XG 0 00 ® Z r �oQ?,OFESS/pN-1 S T/Nc�<�2 CO Q Q m W C 046433 Sun *\ /,XP.JW-07 October 11,2006 ® WARNING - Ver{ fy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 BEFORE USE. Nil ' Design valid for use only with Mlek 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 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 responsibillity, of the MITe k erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _..e ,o.e..ra,�..- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute. 583 D'Onofrto Drive, Madison. WI 53719. Citrus Heights, CA, 95610 OD O rUSS russ ype-717 y DANCER- NEW RES CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL • 100.0 R23080893 P886 BE GABLE ABLE 1 i Lumber Increase 1.00 BC 0.26 Vert(TL) 0.00 11 n/r 90 TCDL 7.0 Job Reference (optional) ._. Moss Lumber, Redding, Ca 6.300 s Jul 112006 MTek Industries, Inc. Tue Oct 10 16:32:42 2006 Page 1 •2-0-0 7.0.0 14-0-0 16.0-0 2.0-0 7-0.0 7.0.0 2-0-0 scale a 1:29.7 46 = 14-0-0 Plate Offsets (X,Y): [2:0-1-10,0-0-2),[6:0-3-0,Edge),[10:0-1-10,0-0-2) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL • 100.0 Plates Increase 1.00 TC 0.76 Vert(LL) 0.00 11 n/r 120 MT20 220/195 (Roof Snow=100.0) Lumber Increase 1.00 BC 0.26 Vert(TL) 0.00 11 n/r 90 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 10 n/a n/a BCLL 0.0 BCDL 10.0 Code UBC97/ANS195 (Matrix) Weight: 77 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.1 &Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr IS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 DF Stud/Std G LE IC w REACTIONS (Ib/size) 2=945/14-0-0, 10=945/14-0-0, 15=359/14-0-0, 16=261/14-0-0, 17=501/14-0-0, 14=359/14-0-0, 13=261/14-0-0, 12=501/14-0-0 Max Horz 2=-55(load case 8) T Max Uplift2=-93(load case 7), 10=-105(load case 8), 16=-36(load case 7), 17=-6(load case 7), 13=-37(load d case 8), 12=-6(load case 8) Max Grav 2=1 564(load case 2), 10=1564(load case 3), 15=364(load case 2), 16=430(load case 2), 17=501 (load case 1), 14=364(load case 3), 13=430(load case 3), 12=501 (load case 1) C FORCES (lb) - Maximum Compression/Maximum Tension �y Mia TOP CHORD 1-2=0/274, 2-3=-294/70, 3-4=-120/59, 4-5=-100/68, 5-6=-116/66, 6-7=-116/64, 7-8=-100/60, 8-9=-120/43, 9-10=-294/70, 10-11=0/274 Z BOT CHORD 2-17=0/44, 16-17=0/44, 15-16=0/44, 14-15=0/44, 13-14=0/44, 12-13=0/44, 10-12=0/44 �S WEBS 5-15=-340/14, 4-16=-369/35, 3-17=-470/39, 7-14=-340/1, 8-13=-369/36, 9-12=-470/38 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category Il; Exp B; enclosed; MWFRS gable end zone; Q�OFESS/ cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1_.33 plate grip DOL=1.33 Plate metal R S r 9� DOL=1.33. face), C�,G 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the see CO ��' 2 Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. w m 3) Unbalanced snow loads have been considered for this design. C 6433 rn 4) Overhang has been design for 2.00 times live load + dead load. 5) Gable requires continuous bottom chord bearing. R T-07 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. g q tat ratin re ction of 20% has been applied for the green lumber members. G�nti�iueed on Mae 0� October 11,2006 A WARNING - Ver(/y design parameters, and READ NOTES ON THIS AND INCLUDED M7TER REFERENCE PAGE M71.7473 BEFORE USE. y� 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 paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Mire 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/TPII Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. Citrus Heights, CA, 95610 p FUSS rUSS ype y DANCER- NEW RES 823080893 P8866 BE GABLE Job Reference o tional UTY Moss Lumber, Redding, Ca 6.300 s Jul 11 2006 MTek Industries, Inc. Tue Oct 10 16.32.42 2006 Page 2 NOTES 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 Ib uplift at joint 2, 105 Ib uplift at joint 10, 36 Ib uplift at joint 16, 6 Ib uplift at joint 17, 37 Ib uplift at joint 13 and 6 Ib uplift at joint 12. LOAD CASE(S) Standard s h D ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M71 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. - ApplicabBity of design poramenters and proper incorporation of component a responsibility of building designer- not truss designer. Bracing shown M'iTe.iC is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilfity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Forgeneral 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 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Citrus Heights, CA, 95610 f 00 MOSS russ I Fussy -pe y y DANCER- NEW RES (loc) I/deft Ud PLATES GRIP TCLL 100.0 823080892 P6866 B COMMON 2 ' 1 ' Job Reference o tions/ a In 1— MOSS LUM-, meowing, l.0 -2-0.0 7-0-0 14-0-0 16-0-0 2.0-0 7-0.0 7-0-0 2.0.0 S.I. • 1:28.7 es II 3 7-ao 7.0.0 Plate Offsets (X Y)• [2:0-3-6,0-0-21,[4:0-3-6,0-0-21 Ii LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 100.0 Plates Increase 1.00 TC 0.95 Vert(LL) -0.06 6 >999 360 MT20 220/195 (Roof Snow=100.0) Lumber Increase 1.00 BC 0.42 Vert(TL) -0.09 2-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.03 4 n/a n/a BCLL 0.0 Code UBC97/ANSI95 (Matrix) Wind(LL) 0.01 4-6 >999 240 Weight: 66 lb Izr,.nl ion LUMBER BRACING TOP CHORD 2 X 6 DF No.1&Btr G TOP CHORD BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD WEBS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 2=2061/0-5-10, 4=2061/0-5-10 Max Hoa 2=55(load case 7) Max Uplift2=-1 21 (load case 7), 4=-121(load case 8) Max Grav2=2497(load case 2), 4=2497(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/277, 2-3=-2359/53, 3-4=-2359/52, 4-5=0/277 BOT CHORD 2-6=-6/1899, 4-6=-6/1899 WEBS 3-6=0/285 Sheathed or 4-10-10 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. • E- t gulp }. F =i ` I NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 Ib uplift at joint 2 and 121 Ib uplift at joint 4. LOAD CASE(S) Standard �OQ?,pFESS/ ON9 S. CO �~ c� m C 04433 SO OF October 11,2006 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIb7473 BEFORE USE. Nil' Design valid for use only with Mlek connectors. This design B 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 MiTe: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 .awss,o.�.rossl.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSII BuBding Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute. 5113 D'Onofdo Drive, Niod'uon, WI 53719. Citrus Heights, CA, 95610 _- a JOD I ruSS I TOSS I ype Uty y DANCER -NEW RES (loc) • Ud TCLL 100.0. Plates Increase 823080895 P8866 CE GABLE 1 1 I (Roof Snow=100.0) Lumber Increase 1.00 BC 0.31 Vert(TL) Job Reference (optional) , Moss Lumber, Redding, Ca o.JUU a Jul 11 2uub MI1 eK industries, Inc. I ue Oct 10 16:32:w 2euo rage 1 -2-0-0 6-0-0 12-0-0 14.0.0 2-0-0 6-0-0 6.0.0 2-0.0 S®ie =1:25.5 e,5 = 12.0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 100.0. Plates Increase 1.00 TC 0.76 Vert(LL) 0.00 10 n/r 120 (Roof Snow=100.0) Lumber Increase 1.00 BC 0.31 Vert(TL) -0.00 11 n/r 90 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 10 n/a n/a BCLL 0.0 Code UBC97/ANSI95 . (Matrix) BCDL 10.0 PLATES MT20 Weight: 66 Ib GRIP 220/195 LUMBER r r BRACING TOP CHORD 2 X 6 DF No.1 &Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 DF Stud/Std G r W REACTIONS (Ib/size) 2=913/12-0-0, 10=913/12-0-0, 15=355/12-0-0,16=353/12-0-0,17=210/12-0-0,14=355/12-0-0, 13=353/12-0-0,12=210/12-0-0 Max Horz 2=-50(load case 8)`¢b�N "Tip Max Uplift2=-99(load case 7), 10=-110(load case 8), 16=-39(load case 7), 13=-41 (load case 8) Max Grav2=1570(load Case 2), 10=1570(load case 3), 15=362(load case 2), 16=53311oad case 2), d 17=210(load case 1), 14=362(load case 3), 13=533(load case 3), 12=210(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/274, 2-3=-290/39, 3-4=-78/77, 4-5=-98/59, 5-6=-114/58, 6-7=-114/56: 7-8=-98/51, 8-9=-78/77, 9-10=-290/21, 10-11=0/274 BOT CHORD 2-17=0/41, 16-17=0/41, 15-16=0/41, 14-15=0/41, 13-14=0/41, 12-13=0/41, 10-12=0/41 WEBS 5-15=-342/16, 4-16=-453/42, 3-17=-228/18, 7-14=-342/4, 8-13=-453/43, 9-12=-228/18 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) 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. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. Continued on page 2 �OQ?,pFESS/pi S. riN �< CO Q~ C� of C 046,433 T Ii October 11,2006 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 BEFORE USE. Design valid for use only with M'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 is responsibility of building designer - not truss designer. Bracing shown iTek- is for lateral support of individual web members any. Additional temporary bracing to insure stability during construction is the responsibilliy, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding row —.�sras,..- fabrica lion, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Citrus Heights, CA, 95610 kiry Moss Lumber, Redding, Ca 8.300 s JUI 11 2006 MTek Industries, Inc. u 9 NOTES 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 Ib uplift at joint 2, 110 Ib uplift at joint 10, 39 Ib uplift at joint 16 and 41 Ib uplift at joint 13. LOAD CASE(S) Standard w Fn 0 z Q WARNING • ver1ry design parameters and READ NOTES ON THIS AND DICLUDED MITER REFERENCE PAGE MII.7473 BEFORE USE. ®®' Design valid for use only vrilh 1v4Tek connectors. This design is based only upon parameters shown, and is for an individual building component. ��Y■ Applicability of design paromenters and proper incorporation -of component b responsibility of building designer - not truss designer. Bracing shown iTe. k is for Lateral suppod 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 .o. —.esrflsM: fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Cdteda, DSB-69 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 563 D'Onofrio Drive, Madison, WI 53719. Citrus Heights, CA, 95610 fUSS fUSS ype y DANCER -NEW RES I p 823080895 P8866 ;� ICE GABLE 1 1 Job Reference o tional T e Oct 10 16:32:43 2006 Page 2 kiry Moss Lumber, Redding, Ca 8.300 s JUI 11 2006 MTek Industries, Inc. u 9 NOTES 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 Ib uplift at joint 2, 110 Ib uplift at joint 10, 39 Ib uplift at joint 16 and 41 Ib uplift at joint 13. LOAD CASE(S) Standard w Fn 0 z Q WARNING • ver1ry design parameters and READ NOTES ON THIS AND DICLUDED MITER REFERENCE PAGE MII.7473 BEFORE USE. ®®' Design valid for use only vrilh 1v4Tek connectors. This design is based only upon parameters shown, and is for an individual building component. ��Y■ Applicability of design paromenters and proper incorporation -of component b responsibility of building designer - not truss designer. Bracing shown iTe. k is for Lateral suppod 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 .o. —.esrflsM: fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Cdteda, DSB-69 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 563 D'Onofrio Drive, Madison, WI 53719. Citrus Heights, CA, 95610 . 4 p fUSS rusS type y y DANCER- NEW RES (loc) I/deft Ud TCLL 100.0 Plates Increase R23080894 P8866 C COMMON 2 1 Job Reference o tional nnna u.ree —.—A— Ing T„e (lrl 1n 1n -79'd7 7nnF Pane 1 M055 I.umoer, rteamny, — .2-0-0 6-0-0 12-0-0 14-0.0 2.0.0 6.0.0 6-0.0 2-0-0 smle = r:zs.s 5411 6-0-0 6-0-0 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 100.0 Plates Increase 1.00 7C 0.95 Vert(LL) -0.04 6 >999 360 (Roof Snow=100.0) Lumber Increase 1.00 BC 0.30 Vert(TL) -0.05 2-6 >999 180 TCDL 7.0 Rep Stress Incr YES 'WB 0.10 Horz(TL) 0.02 4 n/a n/a BCLL 0.0 Code UBC97/ANSI95 (Matrix) Wind(LL) 0.00 6 >999 240 BCDL 10.0 _ LUMBER TOP CHORD 2 X 6 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 2=1827/0-5-10.4=1827/0-5-10 Max Horz 2=-50(load case 8) Max Uplift2=-115(load case 7), 4=-115(load case 8) Max Grav2=2289(load case 2), 4=2289(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/277, 2-3=-1908/38, 3-4=-1908/37, 4-5=0/277 BOT CHORD 2-6=0/1507, 4-6=0/1507 WEBS . 3-6=0/241 PLATES GRIP MT20 220/195 Weight: 58 Ib BRACING TOP CHORD Sheathed or 5-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C i C NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal ; DOL=1.33. ' 2) Unbalanced snow loads have been considered for this design. FESS/ 3) Overhang has been design for 2.00 times live load + dead load. Q�Q 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. J S r �! 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 Ib uplift at joint 2 and 115 cc Ib uplift at joint 4. C 046 33 XI LOAD CASE(S) Standard Ex9 01-07 October 11,2006 . Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.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 paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown 1 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, MITe of the �( erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Fcr general guidance regarding rowee ,a fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITP11 Quality Criteria, DSB-39 and BCSI1 Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Citrus Heights, CA, 95610 MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 October 29, 2004 Moss Lumber Company , 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries, Inc. Trusses are 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 chord is required for the full panel length carrying the load. Attach with IOd nails at 12"o. c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. Sincerely, . C049919 EXP 9-30 sjq CIVIL OF CAI Redong (Ray) Yu, P.E./S.E. .Regional Vice President Western Engineering Operations RY/ek r W CW ®00 ® �' 0 a Z STANDARD GABLE END DETAIL PAGE S1GOF 2 VARIES TO COM. 12 44 = TRUSS I a, CONT *ULMUVivnL Vr% L-OMMAnv REFER TO TABLE BELOW 2X4 NO.2 OR BTR. DF -L — 1X4 OR 2X3 (TYP) VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. SFrTION A -A LOADINQpsf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97/ANS195 TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - No.2 OTHERS 2 X 4 DFUSPF/HF - STUD/STD SHEATHING 3/20/00 3 1/2 �1 112 (BY OTHERS) —� v� NOTCH AT 1.4 MAX zTMo.c. \ 24" O.C. (MIN.) 2X4 LATERAL BRACING TOP CHORD AS REQUIRED PER NOTCH DETAIL TABLE BELOW ;:6,3x5' - END "• • WALL fiIGID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 71--011- WITHOUT BRACE WITH LATERAL BRACE 7�-(5" 16 - OVER 8'-6" 4 - 16d NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR. 80 MPH WIND, EXP. C, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM, 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-6". TOP CHORD NOTCHING NOTES 1) THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 6" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. W 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. a Q C_ Y "D Q j G Continued on page 2 "qtr `4 � z M * E O 0 XXP, -30-Uo 00 (11 < C ; CIVl� ®3 z OF CAt�O� 0 OCT zSzm MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACES WITH L - BRACE 12 INCH O.C. 6 INCH O.C._ 4-10-0 9-8-0 _19- - -6-0 7-3-0 12-6- 24 INCH O.C. �_5_O . A-1 n -n 1 n -*i -n r,_1 _n NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR. 80 MPH WIND, EXP. C, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM, 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-6". TOP CHORD NOTCHING NOTES 1) THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 6" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. W 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. a Q C_ Y "D Q j G Continued on page 2 "qtr `4 � z M * E O 0 XXP, -30-Uo 00 (11 < C ; CIVl� ®3 z OF CAt�O� 0 OCT zSzm STANDARD GABLE END DETAIL PAGE 2 OFX2 3/20/00 4-10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2-10d (TYP) \ 2X4 BLOCK SIMPSON A34 OR EQUIVALENT +_ 45" 2X4 STJD OR BTR SPACED @ 6-0" O.C. SHALL BE PROVIDED AT EACH END OF LEDGER STRON BACK BRACE. EXCEPT FOR BRACE EXTENDED INTO E CHORDS & CONNECTED TO CHOP S W/ 4-10d NAILS. MAX. NGTH = 7'-0" GABLE EN STANDARD TRUSSES SPACED @ 24" O.C. NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2)2X4 LEDGER NAILED TO EACH STUD WITH 4- 10d NAILS. 3)2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2- 10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6" 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. O T 2 9 2004 symbols PLATE LOCATION AND ORIENTATION 3/4 'Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and securely seat. h `For 4 x 2 orientation, locate Plates 0 -'ns' from outside edge of truss. 'This symbol indicates the required direction of slots in connector plates. `Plate location details available in MTek20/20 software or upon request. PLATE SIZE 4 x 4 The first dimension is the width perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Indust Standards: dards: � ANSI/TPI1: National Design Specification for Metal I Plate Connected Wood Truss Construction_ DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information„ E� Guide to Good Practice for Handling, Installing & Bracing of Metal Plate v Connected Wood Trusses.- i 0 O U CL O Numbering System 6 4 8 `^ y k:r t' y� G d I dimensiori 3h- o iTftan-sixteenMs BUILDING DMG, 1 2 _ AFPR�� ED 3 TOP CHORr)S 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 8432 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 951 I, 9432A TEE=LQK MTek Engineering Reference Sheef: MII.7473 0 O U a O General Safety Notes Failure to Follow Could Cause Property "Damage or Personal Injury I CINNAdditional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 4. Cut members to bear tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% cit tirne of f abricCaiic)rr. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at ` spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. i © 2004 MTek& BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 17168 MANZANITA ST Owner: Permit NO: 06-2048 APN: 059-085-012 TONIA DANCER Issued Date: 09/29/2006 By KCG Permit type: RESIDENTIAL PO BOX 1164 Subtype: SFD-Custom/Model MAGALIA, CA 95954 Expiration Date: 09/24/2007 Description: NSF/GAR/DECK(COV) (530) 873-2797 Occupancy: R-3 Zoning: Contractor Applicant: Square Footage: OWNER TONIA DANCER Building Garage Remdl/Addn PO BOX 1164 PO BOX 1164 2,480 498 MAGALIA, CA 95954 MAGALIA, CA 95954 Other Porch/Patio Total (530)873-2797 (530)873-2797 156 3,134 FEE INFORMATION Dwelling - Custom, Model $1,986.62 Fund 10 BLDG $1,303.81 SMIP - Residential $17.56 SRA Fees $95.00 Total Charged: $3,402.99 Fees Paid: $3,402.99 Balance Due: $0.00 Receipt No: B335 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License OWNER / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that 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 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. 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 X 09/29/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by E] ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section nee not a completed if the permit is or one hundred dollars ($100) or ass. ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: M: 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 the Workers' Compensation laws of California, and agree that if I should become subject to the workers'09/29/2006 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 09/29/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless agents and employees from any and all claims and liability for personal Butte County, its officeBath, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE a, injury, including death, and property damage caused arising out of, in any way connected with HUNDRED THOUSAND DOLLARS 5100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( 1 the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the t is a DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property o er or a4rim authorized to act on the pro eny owner's behalf. CONSTRUCTION LENDING AGENCY OA ( 09/29/2006 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ, code) Owner ❑ Contractor OR; Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip 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 WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Namefirst ame, A res Cit St to I Zi P one$ 3- Fax E)nail ARCHITECT/ENGINEER CONTRACTOR Name Address Address City 0- City Zip State Zip Phone State License Number Fax E-mail Planner Lic. # Class ARCHITECT/ENGINEER Name Address Address State City 0- State Zip Phone es -3 3 Fax 5 3 E mail State License Number APPLICANT INFORMATION Name r;1Q Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Property Address \-Q b ,Flood Zone Cross Street c,— SRA sNo Carrier Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. P -avtq BIN ll L ► t-- PROJECTLOCATION AP# OS - Property Address \-Q b S n Cross Street c,— 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: LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work:® � o l �(p Sq FT- Living, arage Open Cov 156r ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has 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 required. 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. Received Amount: �b Bldg SRA Receipt #: Sheriff 4b l SMIP Other I) Date: I)a� «�"'�»"`"' I R' 1 Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. review (May require additional plan review upon receipt of the following items.) 1. Site plan , 3 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. 2. Complete plans 4 sets, signed by the preparer of the plans (No graph paper!) OR California•gppartment of Forestry plan approval (if required). ❑ 4. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 5. 3. Engineered truss details and layouts in duplicate (if required). No faxes! Contractor's license information. (Number, Name Style, Classification). 4. Energy compliance design and supporting documentation in duplicate. Cl 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. all in duplicate ❑ 7. 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. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees..,,., ❑ 3. California•gppartment of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 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 Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILOING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ZS 1 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner DANCER, TONIA APN No: 059-085-012 Permit Type: Subtype: App Date: 8/24/2006 Permit No: BP 06x2048 Permit Desc:i 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION 31 ga'` c5) $2,984.58 " ► cl, Plan Check portion of Permit Fee $1,193.83 .61—,790-75 Balance of Building Per it Fee 2 FEMAYes Flood Elevation Review $109.98 0 1 we.b'-L. 3 SRA' X Yes Fire Plan Check - Non -Refundable $95.00 $95.00 (State Responsibility Area) Building Inspection $109.98 $109.98 - $204.98 NON-RFFl1NDARLF nnrtinn of foes riue nt annlicatinn e4 9QQ QllECEIPT D TE FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $1,398.81 1 ���� echlAsst 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: yL(A p2_"V'1 f- 0A Date: �j—,�� —(�( n 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 041506 US b Y ry, Plot Plan Attached Floor Plan Attached Sent to BD/DS I TO: Building Division — Development Services FROM: Environmental Health SUB ECT: Sanitation Clearance 1716- 4 /ylY4tiz,4.viT/� ✓. �J�%— D�'''�S�--0102. Owner Location AP# Plan Approved for: Sewage Disposal: Clearance for ✓ dwelling. Other _ Hold final for: Final clearahi NOTE: O.K. for: Environmental. Hea Building Clearance 9/2005 t/ Water Supply: Public --"'Private Well 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 (0-5q - CM )9 Proposed Building Use: ` , Permit Technician: Date: Items required in order to apply for a permit All boxes MUST be checked OR marked NA in o er to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. TA 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. i 4. Engineered truss details and layouts in duplicate. No faxesl 5. Letter from Engineer or Architect for truss design review. ,, 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement'of building permit application without required clearances. ❑ 13. Other JRaining�-items needed to issue the permit (May require additional plan review upon receipt of the following items.) S1 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑rosion Control Plan Required........................................................................ 19. ees as shown on the attached Schedule of Fees Due Sheet .............................. El City of Chico Plumbing permit..................................................................... ❑uj 21. Site plan and business license approval from the City o Biggs.....�,heck ..... ..... 22. California Department of Forest plan approval El$aid. Sen 23. Planning approval for (A) Use: (B) Parking: (C) Pa G• f..... ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... .26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... O 29. Worker's Compensation Cam and Policy Number .......................................... -�I 30. Owner -Builder Verification _ Given to owner, _Mailed to owner) ..................... ❑ $32 Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement ................................. ❑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 hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant T c ZI 4, 1. Index permit application for the above items numbered: �2 2. Additional items rr Contractor, des' as advised of the above data by one, ❑ mail, 11 counter, Contractor, designs , was advised of the above data by Wr phone, 0 mail, ❑ counter, Contractor, designer advised of theabpv data ❑ phone, ❑ mail, Plans reviewed b . Date: C Plans approved by: Structural reviewed by: Date: Structural approved by: _ Note transfer by: Date: Yellow: Building Division Date: ' S-r�y-o(� BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM (One form per Building) School District Building Department No. . A.P. Number-'f�. O O> U 1 Jurisdiction: City County Property Owner Property Location Subdivision (Y -P -*'9 oz�2_ Residential Development No , Living Units Commercial/Industrial Building Department (City) ........................................................................................ Q %&- :S q. Footage U Mobile Home Addition/ "Supplemental to (Group R) `Installation Conversion Permit # '(No foundation in Y�i_ ....................................................................................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) n No. 06 .1 f School District certifies that has complied with the requirements ofResolution No. representing %% quare feet. Paid by Check # z r2 4. Remarks: (State) Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) (Zip Code) ;5( by payment of $ Air V B 2926 $ ULL MITIGATION $ - rl,)- 710 Date r IVotla: You may protest the Imposition of the fess IdeMlfied above by submitting a written protest.to theDistrict, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Fallure to submit a timely written protest will prohibit you from challenging the Imposition of the fess In any cat rt action. N, subsequent to the School District Representative aWdng this Butte County Schools Impact Fee CaMcation Form, the School District is notified by the applicable Local Planning Agency that this project Is being reviewed under the CaWwnia Environmental QuaNty Act (CEQN, this���be�to additional school fees to��Its�on the school dhtitric a schodsadditional school fees to��Its�on the school distrlc a sehods. White (school district), Yellow (building department), Pink (applicant). feeformids (3M5W= New Addition n No. 06 .1 f School District certifies that has complied with the requirements ofResolution No. representing %% quare feet. Paid by Check # z r2 4. Remarks: (State) Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) (Zip Code) ;5( by payment of $ Air V B 2926 $ ULL MITIGATION $ - rl,)- 710 Date r IVotla: You may protest the Imposition of the fess IdeMlfied above by submitting a written protest.to theDistrict, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Fallure to submit a timely written protest will prohibit you from challenging the Imposition of the fess In any cat rt action. N, subsequent to the School District Representative aWdng this Butte County Schools Impact Fee CaMcation Form, the School District is notified by the applicable Local Planning Agency that this project Is being reviewed under the CaWwnia Environmental QuaNty Act (CEQN, this���be�to additional school fees to��Its�on the school dhtitric a schodsadditional school fees to��Its�on the school distrlc a sehods. White (school district), Yellow (building department), Pink (applicant). feeformids (3M5W= AND WHEN RECORDED MAIL TO: BUTTE. COUNTY BUILDING DIVISION 7.COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 29 -Sep -20816 20%-@8.51187 Has not been Compared with original BUTTE COUNTY COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code. required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within anarea 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: Lcr ° 3 � (< I lJ_�e� C "' �.�.i oT 5+k f- i �1t✓".� C.�`7 I 0.CC_ocs,� ,, i C>- f} -u c� t t+ A � , t q o o� mads,. P g� Date 00 PROPERTY OWNERS: I rh C 0—t'e C _P—'\A d ,Q di -1 C1 - 0 State of Cali ornia ) . County of } On 12511 uo before mpp I a^\ i +1 personally appeared a On JC _ u u 0 Ce f,:- 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.instruinent, the person(s) or the entity upon behalf of which the person(s) acted, executed ii's frument. WITNESS my han a d offi is seal. Signature 1 Seal: �s .'?' •. k. CONN@R X, ; Comm. # 1582150 NOTARY PUBLIC •CALIFORM Butte County M Comm. Wild, M '16,20" A.P. #_ 0: hl I BUTTE COUNTY RESIDENTIAL PROPERTY RECORD A. P. N. �� ��c-'v, n y /_U�/� FZ1v� J PROPERTY LOCATION: c- 17- ' M?'� �2 t,s L'IFD Book Page Parcel NAME: - NEIGHBORHOOD & SITE DESCRIPTION T TRANSACTION RECORD USE TYPE LAND VALUE COMPUTATION LOCATION Dale I Price Seller d Boycr 5 a b 0.1. -- I Single Appr. Width I Mod. j Unit SI!a Total I • Woo. .3 Seberbon ❑ Reral 'D M.W.Sgf. Year Area Fact. V.1- Volo. Vnloe Po6oherol b Foothill ❑ Other ❑ Depl.. - - I Apt. — SHEET OF _ Fla' I 160Use Code: {� IMPROVEMENT MIX - - _ Hamoganeaas ❑ Hot ... g...... ❑ 161 $alta Ara Cade: _— Predominonl Use: Res. ❑ Raa.lncome C -j I_ Metal - 162 Appraiser No: E)Inas. O Agri. ❑ Pref,nl. ❑ CONSTRUCTION RECORD CDU _2ATINZ --r 1 YOt•'An'' 163 lncomplet.. P.u. .......... .. Permit GemOr i 164 Zoning: UTILITIES -SITE IMPTS. H No. am i Ameem oat. Ye., Year Age Cp d. �e,ir, I uHl• -�— No. unit._ _ lss zpam9 C r..ilr: re> �Ne ❑ Water: Peblic ❑ Well ❑ Ditch ❑ / D_ d7 '1- I�%3 Fa!rl...__ _ -- REM_RICS 166 Use .onformiry Ye: �y, tJc ❑ Class:�-.- Electricity: Yes ❑ No ❑ _-_ _ 167 g. Gas:Pablic❑ LPG [D Non. ❑ - I - - 1 , BR: 1❑, 2R-0 4,`D 5[DSanilary Swr: Pablic ❑ Indiv. ❑ _ �— I '1691 Dal hs: 1g;4-20 3 I/ [3 3A ❑ Storm Swr: Public ❑ 14.1-1 ❑/p� -- i 170 Baso Yeo.: Sheet: Con,. ❑ Asph. [3 Dirt ❑ Gravel ❑ - I _ �_p_ _ 171 Arco: � �! � •i 11731 St. ugnts: res ❑ No ❑ RCLND COMFU'rATION -_-_ --_ Q� 172_ lond Type: Lot LLQ Acroaga ❑ C & G: Yes ❑ No ❑ CLASS: _ J%35 A (_ _- _ - _— -.,---_ Garage: Yes [Q- No ❑ Sdwlk,: Y., ❑ No ❑ APPRAISER & DATE: to L ( t2 _ 174 Pool: Yes ❑ No C&�- TREND Ilam Facl. First Floor -A,.. Unil Coll Curl Unit Cort Cos rL Cosi Ip - a _ SUMMARY Immoving ❑ Stable ❑ Declining ❑ Second Floor ---�•--I: X • menl 19 19 19 I 19 — _ --- T TAnp;aisor -_ F� OCCUPANCY q Ownen ❑ Tenants ❑ Mi.ed Gar. A D - F Dass - I i � - .•Z_fr'�`_ R.C.N. - MAINTENANCE wLP:eer 12-0 I 1' i - —�—j RC.L.N.D. — E G A F P P. I Lend Velac , Pelio i e mm mai n , To 1 So—ii- TRAVEL TRAVEL TIME & DISTANCE —_�--T- rat pareble I - Shopping: _ G A r P AC Compa:ab!o 2 S,haol,. E G A F P FP I -- Comvaraolc 3 Cora _ G A F P Kit. E.tro, 1 listed Price PImb9• E.1- T Sal. Dat: ' SITE TOPOGRAPHY Mi,,. E=Iran _ TOTAL PROPERTY APPRAISAL l -el ❑ Rolling .1 Other Flelwork I I tend - _ Y� Al ❑ Above ❑ Below _ Grad. L t_ j inott-era.uto Slopes Up ❑ Down ❑ S.S r Total P•ay.rh Y� View ❑ Sector I - _!I-- 1 ASSESSED VALUES' LOT TYPE Carne, ❑ Interior I_I Key ❑ Cul-de-sac_ 'R.C.L.N.D.I i To� lo: rF -ty ALis Baste C.pn 5.69 - .. FOUNDATION I LIGHTING T BUILT-INS I FIREPLACE ROCM AND FINISH DETAIL smogtAsbe, engin.vaa..m uea r up oan KITCHEN DETAIL Esono. Wel BOo.Elo CgbinoH H W. G.P. PIYwd. M.lol S".c. No,. $loin.1Be e20 V. O.He1 Sin91_ Or. Od. B Cob. Tofile Miro lino. Splovh R11 C E G A F I'B'. v.n COOLING Blender —� �nrper, BATH DETAIL Adobe I" bd,. /-1 R.I,iq, �C.nlrol BBDO -- G.—'. Fini,h F;......Slia--_--- -----'_- C. OIX Evpp. A Desk Ele<I icily Fit. No. floor Wall, 7.0. lav 1.b Sl. 0.7. G.U. Finish P.M..— In:,r, En9,d, Wall 0. H. do.,(,) .�..�.�o.......5.::.N WINDOWS Eaono, wind. R.mo,. C.nl,o1 Dr. D. H. Wood Finisnrd C,ml. Sleri W., Hlr. Gat,. y Fini,h.d -- Ei Slid.,, Al— ME MISCELLANEOUS STRUCTURES Y.,,. 7.od.d APPRAISER& �.: — Flr. N:� m... il RCIND ...m. -,.. ..: . momm � __ S.S.F.% Cd FItCIIJD smogtAsbe, engin.vaa..m uea r up oan KITCHEN DETAIL Esono. Wel BOo.Elo CgbinoH H W. G.P. PIYwd. M.lol S".c. No,. $loin.1Be e20 V. O.He1 Sin91_ Or. Od. B Cob. Tofile Miro lino. Splovh R11 C E G A F I'B'. v.n COOLING Blender —� �nrper, BATH DETAIL Adobe I" bd,. /-1 R.I,iq, �C.nlrol BBDO -- G.—'. Fini,h F;......Slia--_--- -----'_- C. OIX Evpp. A Desk Ele<I icily Fit. No. floor Wall, 7.0. lav 1.b Sl. 0.7. G.U. Finish P.M..— In:,r, En9,d, Wall 0. H. do.,(,) WINDOWS Eaono, wind. R.mo,. C.nl,o1 Dr. D. H. Wood Finisnrd C,ml. Sleri W., Hlr. Gat,. y Fini,h.d -- Slid.,, Al— MISCELLANEOUS STRUCTURES Y.,,. 7.od.d APPRAISER& DATE: — Flr. RCIND RCI ND S.S.F.% Cd FItCIIJD CianX Op.rpl.d Il.m Fdtn. E.l. Irl. Rpo1 Age Fi7. SJ S. F, Gd. $.'S.F- d. Sliding Glp„ Dr(,) _ ROOF Goble -- Dulrh Gable ----- -- _-- - � - - Hip TOTAL Sh.d REMARKS: CALCULATIONS: Rot —� M..—d ---_^-- '-_ Cul -Up —_-- _-_-- Fin Ear• —_ _- --�----- Shin91. — ``` r Tar and Gror.l or G.11—LD.. Spit. r S 'A • e _5c7 85-12 `(/�2 7-4- 4e- e- T- Nil Q pg�rn�r ,°V�UTTFc1-�\\ Department 'of Public Works ,:1 o �'' 1�'l C o u n t y o f B u t. t e a- Oo '!! LAND DEVELOPMENT DIVISION a 0 1 ;1 J. Michael Crump, Water Management Program \\ CO Director 7County Center Drive V N Oroville, CA 95965 tic WOP�9 )530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm. Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less 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: c5t� Wil(` - . Date'—� -- OWNER -BUILDER VERIFICATION Attention Property Owner: An "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 in 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[ ]. 2. I HAVE [`, ] HAVE NOT [ ] signed an application for a 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: DATE: 'F�' 3 q —ao 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 Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name 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 $500 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's automated telephone information system at 1-800-321-CSLB (2752) or by accessing their website at www.CSLB.ca.gov. 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 Manager, Building DivVion NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. p� SITE PLAN REVIEW APPLICATION Date: rho 0 AP# Permit Number (if applicable) ©� � � o Bin Number A- C APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Site Address: Proposed Use: D 6a -c- 9 Parcel Size: 573-�027 _ Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form DEVELOPMENT SERVICES INFORMATION (For Staff Use) In Approved ❑ Conditionally Approved By Zone: GP: ❑ Resolve Problems Prior to Approval ❑ Resolved Date 3,13a10(p 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: u Applicable Building Setbacks: General Plan: frA, ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: .2 Zoning Code Streets & Highways Fire Prevention Subdivision Map Fronto Side 5 t Side Street /of Rear Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: .2 Parcel Created By: ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be -legal ❑ Verify Legal Parcel - ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Man/Parcel Ma: Map Date of Recording: 1103 Lot: II Vick I I Book: ILt Page: 3 ,,yawh�z, %ne,_Yj MAP or IN SEC P STbRUNG CITY S T E4 NR 4E M D 8 8, M BUTTE COUNTY CALIFORNIA SCAL�g "Wfl If I k RIM-- 57 -Wed. ZZ, S77 AfqNzlvNlrT 577. MT, ML CA ell 57. 11-33 Ink BP# G Assessor's Parcel #: OG`1- Enclosed ,in -the envelope are the following items: s _ Residential or Non -Residential Construction Req. Title 24 Energy Calculations Engineered Truss details y Structural calculations CDF Fire Safe requirements Flood Elevation Certificate Special Inspection Sheet _ Air Quality Management Dist. Rule 207 Form �Rl+tiw 4T`/ 0 r California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements Permit# O 6 - ZDL*q Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement standards , and the California Building Code, the following checked items are required by CDFButte County Fire Department and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Butte County Bulling Inspectors will make the compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 information will be provided. 1273.10 Driveways [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceecs 800 feet, turnouts shall be provided no more than 400 feet apart. [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformanc•: with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall. be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No drivewa}s allowed in excess of 20%. 1273.04 Roadway Radius [X] (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 1)0 feet. 1273.05 Roadway Turnarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in leng6. 1273.06 Roadway Turnouts [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. Revised 07/25/06 Au F F I R E E Q U I R E M E N T S 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed.or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All bridges must be certified by a registered Civil Engineer. 1273.11 Gate Entrance [X] (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate: [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters, Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation, Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1276.01 Setback for Structure Defensible Space [ ] (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] Your parcel is larger then 1 acre but your required minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. [ ] Your parcel is less then 1 acre and your buildings and accessory buildings meet the 30 foot setback requirements from all property lines and/or the center of the road. Revised 07/25/06 2 Same Practical Effect for Buildings less then 30 feet from property line: If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure (December 5, 2005, per 2001 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) • Fire rated metal doors on. side toward property line with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and.f cels caused by site develorment and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements Butte County Improvement Standards Installation of Residential Fire Sprinklers [X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2006 704A.1 Roofing. 704A.1.1 General [X] Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance, with its listing and the manufacturer's installation instructions. 704A.1.2 Roof coverings [XJ Where the roof profile allows a space between the roofand roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys [X] When provided, valley flashings shall be not less than C.016 -inch (0.41 mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of the valley. 704A.1.4 Roof gutters [X] Noncombustible screens on gutters. Roof gutter shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. q 704A.2 Attic Ventilation. ii 704A.2.1 General [X] When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall ,be protected by corrosion resistant, noncombustible wire mesh with ''A inch (6mm) openings or its equivalent. Revised 0725/06 704A.2.2 Eave or cornice vents. a [X] Vents shall not be installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. [X] Fully enclosed noncombustible eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or non combustible construction on the exposed underside. All of the Butte County Fire Department requirements are posted on our website at http://buttefire.org/Fireprevention/protplan/protplan.htmi AUG 3 0 2006. Date Revised 07/25/06 4 Darren Read Fire Protection Planning ;— TABLE OF CONTENTS TOC Project Title.......... DANCER RESIDENCE Date..08/11/06 09:34:07 Project Address.....::. 17168 MANZINITA,ST. ******* STIRLING CITY, CA *v7.10* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 16 Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.10 File -DANCER Wth-CTZ16S05 Program -TOC User#-MP1342 User -Paradise Mechanical Run -DANCER TITLE 24 2147 TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 6 FORM WS -SR ................ 10 HVAC SIZING ............... 11 UO BUTTE COUNTY BUILDING ®IVISIOR.;k APPROVED 1 3 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title.. -....t.. .. DANCER RESIDENCE Date..08/11/06 09:34:07 Project Address........ 17168 MANZINITA ST. ******* STIRLING CITY, CA *v7.10* .Documentation Author... ROBERT.A. MANGRUM ******* I Building Permit # Paradise Mechanical .5655 Almond Street I Plan Check / Date Paradise, CA 95969 530-877-8882 I Field Check/ Date Climate Zone........... 16 1. Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. MICR6PAS7 v7.10 File -DANCER Wth-CTZ16S05 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -DANCER TITLE 24 2147 II MICROPAS7 ENERGY USE SUMMARY II II II Energy Use Standard Proposed II Compliance II II (kTDV/sf-yr) Design Design Margin II II II Space Heating.. ....... 66.01 74.95 -8.94 II II Space Cooling.......... 11.70 4.23 7.47 II Water Heating II g.......... 21.50 19.78 1.72 II Total 99.21 98.96 II 0.25 II II II *** Building complies II with Computer Performance *** II GENERAL INFORMATION HERS Verification.......... Conditioned Floor Area..... Building Type .............. Construction Type ......... Fuel Type ................. Building Front Orientation. Number'of Dwelling Units... Number of Building Stories. Weather .Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area.......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Not Required 2135 sf Single Family Detached New Propane Front Facing 255 deg (W) 1 2 FullYear Raised Floor 1 17080 cf 0 sf 12.4 % of floor area 0.35 Btu/hr-sf-F 0.32 8 ft CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 Project Title ........... DANCER RESIDENCE Date..08/11/06 09:34:07 MICROPAS7 v7.10 File -DANCER Wth-CTZ16S05 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -DANCER TITLE 24 2147 Zone Type Residence BUILDING ZONE INFORMATION Floor I# of # of Cond- Thermo - Area Volume Dwell Peop- it- stat (sf) (cf) Units le ioned Type 2135 17080- 1.00 4.0 Yes Setback OPAQUE SURFACES Vent Vent Verified Height Area Leakage or (ft) (sf) Housewrap 8.0 Standard Housewrap U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm Tilt Reference Comments 1 Wall Wood 358 0.074 19 0 255 90 Yes IV.9 A5 front 2 Wall Wood 163 0.074 19 0 255 90 No IV.9 A5 to garage 3 Wall Wood 408 0.074 19 0 345 90 Yes IV.9 A5 left 4 Wall Wood 176 0.074 19 0 345 90 No IV.9 A5 to garage 5 Wall Wood 552 0.074 19 0 75 90 Yes IV.9 A5 back 6 Wall Wood 536 0.074 19 0 165 90 Yes IV.9 A5 right 7 Door Other 20 0.500 0 0 255 90 Yes IV.5 A4 entry 8 Door Other 18 0.500 0 0 255 90 No IV.5 A4 to garage 9 Roof Wood 1235 0.025 38 0 n/a 0 Yes IV.1 A18 attic 10 Floor Wood 1235 0.037 19 0 n/a 0 No IV.20 A4 FENESTRAT-ION SURFACES Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments 1 Wind Front (W) 12.0 0.350 0.320 255 90 Standard F1/Vinyl/Wood Operable L 2 Wind Front (W) 12.0 0.350 0.320 255 90 Standard F2/Vinyl/Wood Operable L 3 Wind Front (W) 24•.0 0.350 0.320 255 90 Standard F3/Vinyl/Wood Operable L 4 Wind Front (W) 16.0 0.350 0.320 255 90 Standard F4/Vinyl/Wood Operable L 5 Wind Front (W) 16.0 0.350 0.320 255 90 Standard F5/Vinyl/Wood Operable L 6 Wind Left (N) 24.0 0.350 0.320 345 90 Standard L6/Vinyl/Wood Operable L 7 Wind Back (E) 12.0 0.350 0.320 75 90 Standard B7/Vinyl/Wood Operable L 8 Wind Back (E) 24.0 0.350 0.320 75 90 Standard B8/Vinyl/Wood Operable L 9 Door Back (E) 40.0 0.350 0.340 75 90 Standard B9/Vinyl/Wood Patio Door 10 Wind Back (E) 9.0 0.350 0.320 75 90 Standard B10/Vinyl/Wood Operable 11 Wind Back (E) 3.0 0.350 0.320 75 90. Standard Bll/Vinyl/Wood Operable 12 Wind Right (S) 24.0 0.350 0.320 165 90 Standard R12/Vinyl/Wood Operable 13 Wind Right (S) 24.0 0.350 0.320 165 90 Standard R13/Vinyl/Wood Operable 14 Wind Right (S) 24.0 0.350 0.320 165 90 Standard R14/Vinyl/Wood Operable CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Project.Title.......... DANCER RESIDENCE Date..08/11/06 09:34:07 MICROPAS7 x7.10 File -DANCER Wth-CTZ16S05 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -DANCER TITLE 24 2147 OVERHANGS HVAC SYSTEMS Window Verified Overhang Number Verified 'Verified Verified Verified Maximum Area of. Minimum Refrig Charge Adequate Fan Watt Cooling Left Right Surface (sf) Width Height Depth Height Extension Extension 1 Window 12.0 -n/a 4.0 8.0 0.0 n/a n/a 2 Window 12.0 n/a 4.0 8.0 0.0 n/a n/a 3 Window 24.0 n/a 4.0 2.0 0.0 n/a n/a 4 Window ..16.,0 n; a 4.0 2.0 0.0 n/a n/a '5 Window 16.0 n/a 4.0 2.0 0.0 n/a n/a 6 Window 24.0 n/a 4.0 2.0 6.0 n/a n/a 7 Window 12.0 n/a 3.0 2.0 9.0 n/a n/a 8 Window 24.0 n/a 4.0 2.0 9.0 n/a n/a 9 Door 40.0 n/a 6.6 8.0 0.0 n/a n/a 10 Window 9.0 n/a 3.0 2.0 0.0 n/a n/a 11 Window 3.0 n/a 1.0 2.0 0.0 n/a n/a 12 Window 24.0 n;a 4.0, 2.0 14.0 n/a n/a 13 Window 24.0 n/a 4.0 2.0 14.0 n/a n/a 14 Window 24.0 n/a 4.0 2.0 5.0 n/a n/a HVAC SYSTEMS a Verified Number Verified 'Verified Verified Verified Maximum System of. Minimum Refrig Charge Adequate Fan Watt Cooling Type Systems Efficiency EER or TXV Airflow Draw Capacity Furnace 1 0.800 AFUE n/a n/a n/a n/a n/a ACPackage 1 13.00 SEER No No No No No HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) Furnace 57900 n/a n/a n/a ACPackage n/a 20310 24124 n/a Sizing Location............ QUINCY Winter Outside Design...... 1 F Winter Inside Design....... 70 F Summer Outside Design...... 97 F Summer Inside Design....... 75 F Summer Range ............... 45 F a V CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 Project Title.......... DANCER RESIDENCE Date..08/11/06 09:34:07 MICROPAS7'v7.10 File -DANCER Wth-CTZ16S05 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -DANCER TITLE 24 2147 t i Number Tank External Heater in Energy Size Insulation Tank*Type Type Distribution Type System Factor (gal) R -value 1 Storage Gas PipeInsulation 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and_CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. This building incorporates a Housewrap/Air Infiltration Retarder. REMARKS y DUCT SYSTEMS Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts Furnace Crawlspace R-6- No No - No ACPackage Crawlspace R-6 No No No WATER HEATING SYSTEMS Number Tank External Heater in Energy Size Insulation Tank*Type Type Distribution Type System Factor (gal) R -value 1 Storage Gas PipeInsulation 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and_CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. This building incorporates a Housewrap/Air Infiltration Retarder. REMARKS y CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 Project.Title.......... DANCER RESIDENCE Date..08/11/06 09:34:07 MICROPAS7 v7.10 File -DANCER Wth-CTZ16S05 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -DANCER TITLE 24 2147 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... MIKE & TONIA DANCER Company. Address. P.O. BOX 1164 MAGALIA, CA 95954 Phone... (530) 873--2442 z797 License. Name...'. ROBERT A. MANGRUM Company. Paradise Mechanical Address. 5655 Almond Street, Paradise, CA 95969 Phone... 530-877-8882 Signed.. �p���pn $-(�-p�j Signe (date) ENFORCEMENT AGENCY Name.... Title... Agency'.. Phone... Signed.. (date) Em MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 6 Project Title.......... DANCER RESIDENCE Date..08/11/06 09:34:07 ******* Project Address........ 17168 MANZINITA ST. STIRLING CITY, CA *v7.10* Documentation Author... ROBERT A. MANGRUM ******* I Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate'Zone........... 16 Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.10 File -DANCER Wth-CTZ16S05 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -DANCER TITLE 24 2147 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*). When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE'MEASURES n/a *150(a): Minimum R-19.insulation in wood framed ceiling or equivalent U -factor in metal frame ceiling 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls) *150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door covering the entire opening of the firebox ✓ b. Outside air intake with damper and control, flue damper and control 2. No continuous burning gas pilot lights allowed 150(f).: Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual 150(8): Vapor barriers mandatory in Climate Zones 14,16 only 150(1): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.3%, water vapor permeance rate no greater than 2.0 perm/inch 118: Insulation specified or installed meets insulation quality standards. Indicate type and include CF -6R form 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2. Fenestration products (except field -fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification De- En- sign- force- er / ment MANDATORY MEASURES CHECKLIST:.RESIDENTIAL MF -1R Page 7 Project Title.......... DANCER RESIDENCE Date..08/11/06 09:34:07 MICROPAS7 v7:10 File -DANCER Wth-CTZ16S05 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -DANCER TITLE 24 2147 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed ,/ SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES De- En- sign- force n/a er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA 150(1): Setback thermostat on all applicable heating and/or cooling systems 150(j): Water system pipe and tank insulation and cooling systems line insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R12 or greater 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the exterior of the tank showing the R -value ✓ 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to / Table 150-B and Equation 150-A ✓ 4. Steam hydronic heating systems or hot water systems >15 psi,j meet requirements of Table 123-A ,/ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance and wind 6. 'Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely j in conditioned space ✓ .7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation ✓ *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used MANDATORY MEASURES CHECKLIST:' RESIDENTIAL MF -1R Page 8 Project Title.......... DANCER RESIDENCE Date..08/11/06 09:34:07 MICROPAS7'v7.10 File -DANCER Wth-CTZ16S05 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -DANCER TITLE 24 2147 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned,air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause / reductions in the cross-sectional area of the ducts 3. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands 4.' Exhaust fan systems have back draft or automatic dampers 5. Gravity ventilating systems serving conditioned space have either automatic'or readily accessible, manually operated dampers 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted'with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material 7. Flexible ducts cannot have porous inner cores 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, -on-off switch mounted outside of the heater, weatherproof -operating instructions, no / electric resistance heating and no pilot light 2. System is installed with: a. -At least 36 inches of pipe between filter and heater for future solar heating b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation / pump time switch ✓ 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light -(Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr) ✓ 118(1): Cool Roof material meets specified criteria RESIDENTIAL LIGHTING MEASURES De- En- sign- force n/a er ment 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic / and have an output frequency no less than 20 kHz ✓ 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast _ 150(k)2:.Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 9 Project Title.......... DANCER RESIDENCE Date..08/11/06 09:34:07 MICROPAS7 v7.10 File -DANCER Wth-CTZ16S05 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -DANCER TITLE 24 2147 as determined in Sec. 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option 150(k)4: Permanently installed luminaires,located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by a dimmer switch OR are controlled by an occupant sensor(s) that complies with Section 119(d) that does not turn on automatically or have an always on option 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified air tight to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not in- cluding lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) 150(k)7.: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall / have lighting that complies with Sec. 130, 131, and 146 ✓ 150(k)8: Permanently installed lighting in the enclosed, non - dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to j comply with Section 119(d) ✓ f RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -5R • Page 10 ProJect Title.......... DANCER RESIDENCE Date..08/11/06 09:34:07 MICROPAS7 v7."10 File -DANCER Wth-CTZ16S05 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -DANCER TITLE 24 2147 At least 50% of the total rated wattage of permanently installed luminaires in the kitchen must be in luminaires that are high efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately. KITCHEN LIGHTING SCHEDULE High High Efficacy Efficacy Other Luminaire Type (Yes/No) Watts Quantity Watts Watts x = or x = or x = or x = or x = or Total A= B= Complies if A">= B Yes No Rules for Determining Residential Kitchen Luminaire Wattage Screw -Base Sockets - Section 130(c) 1 .(Not containing permanently installed ballasts) The maximum relamping rated wattage of the luminaire, as listed on a permanent factory -installed label (luminaire wattage is, not based on type or wattage of lamp that is used). Permanently or Remotely Installed Ballasts - Section 130(c) 2 The operating input wattage of the rated lamp/ballast combination based on values published in manufacturerOs catalogs based on independent testing lab reports. Line Voltage Track Lighting (90 through 480 volts) - Section 130(c) 3 1. Volt-ampere (VA) rating of the branch circuit(s) feeding the tracks; or 2. For tracks equipped with an integral current.limiter, the higher of - The wattage (or VP_) rating of an approved integral current limiter controlling - 15 watts per linear foot of the track; or 3. For tracks without an integral current limiter, the higher of - 45 watts per linear foot of the track or - The total wattage of all of the luminaires included in the system. Low Voltage Track Lighting (less than 90 volts) - Section 130(c) 4 Rated wattage of the transformer feeding the system, as shown on a permanent factory -installed label Other Lighting - Section 130(c) 5 (Lighting systems that are not addressed in Sections 130 (c) 1-4) The maximum rated wattage, or operating input wattage of the system, listed on a permanent factory installed label, or published in manufacturer's catalogs, based on independent testing lab reports. 9 HVAC SIZING HVAC Page 11 Project Title........... DANCER RESIDENCE Date..08/11/06 09:34:07 Project.Address......... 17168 MANZINITA ST. ******* STIRLING CITY, CA *v7.10* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 16 Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.10 File -DANCER Wth-CTZ16S05 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run -DANCER TITLE 24 2147 GENERAL INFORMATION Floor Area ................. 2135 sf Volume ..................... 17080 cf Front Orientation...'....... Front Facing 255 deg (W) Sizing Location............ QUINCY Latitude ................... 39.9 degrees Winter Outside Design...... 1 F Winter Inside Design....... 70 F Summer Outside Design...... 97 F Summer Inside Design....... 75 F Summer Range ............... 45 F Interior Shading Used...... Yes ' Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent'Load Fraction....... 0.18 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction -and Solar...... 21615 6063 Glazing Conduction and Solar ...... 6376 5890 Infiltration ..................... 18332 .3174 Internal Gain .................... n/a 2520 _ Ducts ............................ 11577 2662 Sensible Load .................... 57900 20310 Latent Load ...................... n/a 3814 Minimum Total Load 57900 24124 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements,. outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be. considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 381 21 August 21, 2006 Butte County. Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 2360 BALDWIN AVE. OROVILLE, CA 95966 PH..(530) 533-21 31 FAX (530) 534-0902 C6-Zmo BUTTE COUNTY BUILDING DlVduION APMOV�� RE: Truss Design for Mike & Tonya Dancer, A.P.N. 059-085-012 Stirling City Dear Sirs: I have reviewed the truss designs for this project. They have been checked for conformance with the lateral design of the structure. Trusses receiving substantial drag loads have been checked by the manufacturer's engineer. My review also includes identifying and locating loads in. excess of 3000 pounds. Where required, structural and foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration. Sincerel , Jim Pursell, P.E. Page #1 Jim Pursell Civil Engineer Date: 20-Aug-06 RCE 60924 Job Number: 106-08-79 Job Name: Dancer Job Address: Sterling City Assessor Parcel No.: 059-085-012 Analysis: 2001 CBC Dead Loads Live Loads Roof Comp. Shingle 6.0 1n" O.S.B. 1.5 Framing 5.0 Insulation 1.0 12" Gypsum 2.5 Snow 16.0 psf. 97 psf. Exterior Walls: Horiz. Siding 2.5 P,OES 3/8"O.S.B. 1.5 Framing 2.5 1/2" Gypsum 2.5 N0 C 60924 Insulation 1.0 p 10.0 psf. 1106 d' �,9�. CiV11. OQ SOF C, Floor: Flooring 6.0 3/4" plywood 2.5 Insulation , 1.0 Framing 2.5 12.0 psf. 40 psf. Lateral Loads Wind: P=C,CggI where - Exposure B Ce 0.62 @ 15 feet Cy 0.3" in/0.9 out windward roof q= 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I= 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic: V=2.5CaIW/1.4R where C,= 0.36 I= 1 R= 5.5/4.5 Soil Bearing Lateral Sliding Lateral Bearing 1500 psf Coeff=0.35 200 psf/ft. Page #1 r Sy I 3q,2 Ail, P, Z - = 320 /,may 12- qF - Vly (MW-) 3-9 A s y4-, (,�-G A,/ FD -142. -R. z <' -PAcs L � . 71 /J .__.. ..Nl Nk='� t3 ------------ -7;�womR�PI-AM- ,,,z- f --(,a, K -/ Z SL L_ CL SII > 3YU 4 qv sib � ,F��-;�� 5 �s�,,_ ��� ,��-��.. . -7, 0 10 // .�9Nc51Z jZc,�f kJ,a LLJ !"crX��� /sem FL cr�,ZS GvA LL- .5 ?z, p Q�- ,6 4 ,\ ra 160 < z - - 3�yY. l� � � f Rt / �// 3� .� G G`i" / C ->N / � 3 u (n)G P RAF 0-.�A LL FL -C- GcJ = 2/�6 X60))L�z6�,C � P� P = 37L/Y/6 At -�JyB Ib P z p�l G 16 J [ARE � b 737 <Ej rA�guAl-_ //L> J /0) pg,' qe i FLcbR 13o-rT� k-4-1 4 scs_S) 3 BE CA f paw. 6�-'N Z 1-Q,, JG 2-x C = Zx6 �2%;Aon WA C_.L(F-" LONGFELLow LUMBER -(CO. INC. Customer: Address: Aft 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 ®. TONYA DANCER Job No:- DANCER RESIDENCE MANZANITA STERLING CITY ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 . DANCER RESIDENCE Ix4 CONT BRACE AT BRACE KERS LONGER THAN ?2' ATTACH AT MIDPOINT OF BRACE W/ 2-8d NAILS . GABLE END STUD 2x4 HF 5TRONSBACK (TAIL TO LED6ER W/ IOd O 12' OLJ — 2x4 HF LEDGER. (NAIL TO VERTICAL W/ IOd NAILS) "—A35 BRACE TO FLAT Xyyll—H-3 AT 48' OL. A , Q NOTE: THIS DETAIL MAY BE USED FOR MISSES WITH PITCHED BL. ALSO. (0) OPTION TO WEB PLATING: VSE (3) - 2' WIRE STAPLES (0A72 DIAA5 6A) TOENAILED TM CHORD INTO WEB l THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (51) t (H) MIST BE PLATED. AR�,� IB Fum 1. L4 Lu,6, C AI - `3-10d NAILS EACH END 6-I0d COMMON 2xb VIA6ONAL NAILS BRACE o 4$' of,. ® MAX N3RACED LEN6TH OF &ABLE END STUD. (2x4 FIR -LARCH) - STANDARD - 01 AND BTR — TRU55F5 ---� Ito LL )UV r—x- TC DL 15.0 PSF NOTE: CABLE END M16N BASED BC DL PSF BG LL OA P5F ON 75 MPH WIND, E*O�.>URE 'B' TOT.LD. 50D PSF AT 0-25 FEET MEAN HE16HT. URFAC. 1.15 TYPE OF JOB DETAIL JOB NAME. Lo .ow UJMBER CITY, STATE CHICO, CALIFORNIA Date: 10-18-02 Drawn: AK Job no.: 02-116 Gary Hawkins ARCHITECT (530) 892-2700 1370 WDGEWOOD DR.. STE.10 FAX:(530)8930532 CHICo, CA 95973 garyanchmsbcglobalnel 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) 676 1909 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 l Od 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. Sincerehy, FESS10'0ONG NOA9�9yL19 0EXP-04 R e d o n g JP� lVL Director of q F 6&.M Western Operations RY/ek HO -IC'. ALL LATERAL .�,EzA(E SrT*/u!__ 1 s VALi►h f.WL RE PLA61AG caN i . 6(LAUS AT Y2 012- AT ilt. Pu FLU!.bFb 1cJ®12"06. AGE WITH L5 r;P V NO T polars POCE 09L� IOD G b" 0. L: TYP. Pc-rJAc q V 0P2 Y� NT6 6R}<.=—, 1!7F? -A&E: HUOT I>E Do % -T14E LeH&T�I OP T14E: WN: ". TRIE7 DETAIL I5 TO bE: Ut EW Ab AN ALT. POE- oNE OOHTINUoUib LATERAL L R AGE. L1k'C��P� J�,7PC.lkG� p�'CIkIL TRU56E5 �� Z�►O.G.. TYP. NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-10D PER WEB (IYP). MAR 2 7 2002 BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)- RE:STRAIHT REGLUIFRED AT EAG ENt? OP DRAGS AHt2 AT 20'—O" IHTER%lAI.S. REPE:R TO I•lit>-al SUHHARY bVE:ET POR RE:GOHHE HPATIONE OF TNE: TRUbS ELATE INSTUTE T10� 111 GGi b o 171A i it 51r1. E Ev Q a3 t9` 4 tJOTP—:: % MITEk.'I 71HE �TAv{L1�=1�" I AY ` _i►l- 2y3,012 2>4 A 5 1W0,,14Er KeMOS-9 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 Center plate on Joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are In Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other Interested parties. 1/8- `2 " J5 2. Cut members to bear tightly against each 0 other. c 0 �., 3 0 3, Place plates on each face of truss at each Joint and embed fully. Avoid knots and wane CL at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices 78 C, C6 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol Indicates the fabrication. _ required direction of slots in connector plates. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nall Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In The first dimension Is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension Is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided. at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no celling is Installed, unlessotherwise noted. continuous lateral bracing. WISC/DILHR 870040 -N,'930013 -N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. Tm BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur, MiTek Industries, Inc. prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. � Tnn HYDRO AIR o PCLIPANEL ©1993 Mitek Holdings, Inc. GANGNAIL Job NSS TrussType Qty ' DEFL DANCER RESIDENCE DANC0815 Al MOD. QUEEN 19 i 822429667 .-.:__ MT20 220/195 TCDL 10.0 Lumber Increase 1.00 Job Reference (optional) s JUI I J ZW5 MI I as InauSmeS, Inc. I ue Aug 15 12:43:05 2006 Page 1 -2-0-0 6.11-3 12-11.9 19-0.0 25.0-7 31-0.13 38-0-0 400-0 2-00 6.11-3 6-0-7 6-0-7 6-0.7 6-0-7 6.11-3 2-0.0 5x8 II 6.00 F12 6 1 r ra 14 73 12 '"'-•' — 4x6 = / 6x8 = 4x6 = 5x8 = I 911-0 19-0-0 28.0.10 38-0-0 911E 9-0.10 9010 911-6 Scale = 1:76.8 LOADING (psf) TCLL 100.0 SPACING 2-0-0 CSI ' DEFL in (loc) 'I/deft Ud PLATES GRIP (Roof Snow --1 00.0) Plates Increase 1.00 TC 0.86 Vert(LL) ( ) -0.37 14 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.45 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.18 10 n/a n/a BCDL 7,0 Code UBC97/ANSI95 (Simplified) Weight 253 lb LUMBER BRACING TOP CHORD 2 X 6 DF SS G TOP CHORD Sheathed or 2-2-12 oc purlins. BOT CHORD 2 X 6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G *Except* WEBS 2 Rows at 1/3 pts 5-14,7-14 6-142X4 DFNo.1G WEDGE Left 2 X 4 SYP No.3, Right 2 X 4 SYP No.3 REACTIONS (Ib/size) 10=488310-5-8.2=4883/0-5-8 Max Horz2=67(load case 6) Max Uplift10=26(load case 7), 2=26(load case 7) Max Grav 1 0=5094(load case 3), 2=5094(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension I TOP CHORD 1-2=0/184, 2-3=7759/0, 3-4=6807/50, 4-5=6807/50, 5-6=-4827/67, 6.7=-4827/67, 7-8=-6807/50, 8-9=-6807/50, 9-10=7759/0, 10-11=0/184 BOT CHORD 2 -15=0/6869,14-15=0/5640.13-14=0/5640.12-13=0/5640.10-12=0/6869 , WEBS 3-15=1461/15, 5-15=37/1322, 5-14=-2399/36, 6-14=74/2990, 7-14=2399/36, 7-12=-37/1322, 9-12=-1461/15 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 38 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) Unbalanced snow loads have been considered for this design. �F E$$/ 3) Overhang has been design for 2.00 times live load + dead load. OQi Oyyq 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���, _*�R S 5) A plate rating reduction of 20% has been applied for the green lumber members. V C C CO LOAD CASE(S) StandardCD C 0433F-4 rn *\ EXV141-07 /* OF August 16,2006 A WARNING - Vertry d—Ign parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCB PAGE MU.7473 BEFORE USE. 7777 Greenback Lane 4 Design valid for use only with Weir connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicabilityof design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shovm Citrus Heights, CA, 95610MM111 is for lateral support of individual web members only. Additional temporary bracing to insure slabiDj during construction is the responsibilliy of the erector. quality permonent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ,�, ek fabrication, quacontrol. storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M. ,e available Information avable from Truss Plate Inslilute, 583 D'Onotrio Drive. Madison, WI 53719. Job russ Truss Type ty Ply DANCER RESIDENCE DANCOBIS B1 KINGPOST 2 1 822429868 DEFL in (loc) I/deft Ud Job Reference (optional) iL.Ya.w- rage r -2-0-0 7-0-0 14-0.0 16-0.0 2.0-0 7-0.0 7-0.0 2-0-0 Scale = 1:29.2 5x6 = 3 7-0-0 7-0.0 LOADING (psf) TCLL 100.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP (Roof Snow=100.0) Plates Increase 1.00 TC 0.90 Vert(LL) -0.05 6 >999 240 MT20 220/195 0.0 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL)-0.07 4-6 >999 180 BCLDL Rep Stress Incr YES WB 0.09 Horz(TL) 0.03 4 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 66 Ib LUMBER TOP CHORD 2 X 6 DF SS G BOT CHORD 2 X 4 DF No.18Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=2075/0-5-8,4=2075/0-5-8 Max Horz2=5(load case 5) Max Uplif112=25(load case 7), 4=25(load case 7) Max Grav2=2436(load case 2), 4=2436(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/141,2-3=1931/1,3-4=1931/1.4-5=0/141 BOT CHORD 2-6=0/1761,4-6=0/1761 WEBS 3-6=16/230 BRACING TOP CHORD Sheathed or 3-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. r 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 1, condition 1 enclosed building, of dimensions 45 ft by 24 It with exposure 8 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 gip increase is 1.33 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 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. - LOADCASE(S) Standard �oQROFESS/ S. pNl` ��Q���R TjNc�Fti � � � m LU C 044433 * EX$/7 ' OF August 16,2006 ® WARNING - Verlry deatgn pammetera and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AM -7473 BEFORE USE. 7777 Greenback Lane �m Design valid far use only with fv4Tek connectors. This design is based onty upon parameters shown, and is far an individual building component. Suite 109 Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 u for lateral support of individual web members only. Addironal temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure u the responsibility of the building designer. For general guidance regarding tolxicotion, quality controt storage. delivery. erection and bracing, consult ANSI/IPII Quality Criteria. DSB-89 and SCSII Bunding Component M, ,eke Safety Inlormaiton available from Truss Plate Institute, 583 UOnohio Drive. Madison, WI 53719. raV Job fuss cussType Qty y DANCER RESIDENCE I/defl Ud PLATES GRIP TCLL 100.0 Plates Increase 1.00 R22429869 DANC0815 C7 KINGPOST 2 1 MT20 220/195 (Roof Snow --100.0) Lumber Increase 1.00 BC 0.34 Vert(TL) -0.04 Job Reference o clonal Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, A. J. Gibert 8.200 s Jul 13 2005 MiTek Industries, Inc. Tue Aug 15 12:43:06 2006 Page 1 i -2-0-0 I 640 12-0-0 14-40 2-40 6-40 640 2-40 Scale = 1:25.9 5x6 = 640 640 11 LOADING (psf) SPACING 2-0-0CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 100.0 Plates Increase 1.00 TC 0.73 Vert(LL) -0.04 6 >999 240 MT20 220/195 (Roof Snow --100.0) Lumber Increase 1.00 BC 0.34 Vert(TL) -0.04 6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.02 4 n/a n/a BCLL 0.0 Rrnt 7 n Code UBC97/ANSI95 (Simplified) Weight 58 Ib LUMBER TOP CHORD 2 X 6 DF SS G BOT CHORD 2 X 4 DF N0.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (lb/size) 2=1841/0-5-8, 4=1841/0-5-8 Max Horz2=5(load case 6) Max Uplift2=-25(load case 7), 4=-25(load case 7) Max Grav2=2214(load case 2), 4=2214(load case 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/141,2-3=1629/1,3-4=1629/1.4-5=0/141 BOT CHORD 2-6=0/1482,4-6=0/1482 WEBS 3-6=14/196 BRACING TOP CHORD Sheathed or 5-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft aboveground 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) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 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. LOADCASE(S) Standard �OQ(ZOFESS/O�S. q\ (D 2 "� To UJ C 046433 T *\ EXW-jtpV /* August 16,2006 A WARNING • ger jfy deafgn para—t— aM READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane �116 m Design valid for use only vrith MTek connectors. This design is based only upon parameters shovm, an is for an individual building component. Suite 109 Applicalefity of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Carus Heights, CA 95810 is for lateral A support of individual web members vera Additional temporary bracing to insure stability during or gen al g i the re regordin 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 Quality Cdtedo, OS689 and BCSII Bullding Component M „eke Solely Information available from Truss Plate Institute. 583 D'Onohio Drive. Madison, WI 53719. 059-085-012 PERMIT#96-2459.: STRICKLkR, Robert 17168 Manzani'ta,Stirling City Cont: ,Community Action Agency Demo/SF t -.1 / c 1120� I—q-2 t a4 -f -IT 9F7 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-754/ PERMIT NO. APPLICATION AND PERMIT101Z (a ASSESSOR PARCEL NUMBER 059-085-012 ZONI,NGBUILDING U PERMIT OWNER ROBERT STRIQCLER TELEPHONE SO. FT. OCC. BUILDING VALUATION 5W.00 OWNERS MAILING ADDRESS PO BOX 158 STIRLING CITY CONTRACTOR'S NAME C0�[)NiTY ACTION TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 15.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 17108 HAMMITA PERMITFEE $ • PLUMBINGPERMIT Filing Fee 20.00 STI N(: CITY Each Trap 7.00 LOT NO. SUBDNISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 WaterP�P 9 I in 15.00 USE OF STRUCTURE SF 0'(Duplex ❑ Mobilehome ❑ Other SPECIFY 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 ❑ Other 17 Describe Work: DIM i ! Mobile Home I S I G W 1 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service / EOOV OR LESS 200A 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 f9rce and effect. / License Class )I� i Lic. No. �6(J OWNER -BUILDER DECLARATION I 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. ❑ I, 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 OCCUR SO. OR ADDNS. ( a ACC. BLDS. ) 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 6 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) SAL ®x:50.00 Ex. Occup. ( ounces ORES o.) OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE S 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. �n I 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 j� J�_ f%(/ Q( . ,,,- MECHANICAL PERMIT Filing Fee 20.00 g Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number 7r J1JA1 (The above sections neded no 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' corripensation,-prIpOisions of section 3700 of the Labor Code, I shall forthwith comply withAoW provisions. X ___ Date �'�� r Signature of Applicant' - ❑ Owner ❑Contractor X Agent An OSHA permit is required for excavations over 5'O" deep and demolition or construction structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ g EXEMPT HAZ. 1 D. FEES I IMP I FLOOD I CDF PARCEL PD I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work paid. indicated,above for w ich feesZel,,44 Bof y, PERMITEXPIRESON ��a/�/ 1�7�/ (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ALI og )--z9 ❑ B.I.N. REQUEST FOR INSPECTION Permit No. y4 Location: • S C Owner. S i 12 cc (t L f a-- ContractororTenant: Complaint: BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. PRE - Form Rough Rough INSPECTION Frame/Underfloor Stucco Lath Stucco Brown Fireplace Bond Beam Insulation Top Out Gas Piping/Test Temp. Gas Sewer Piping Water Piping Shower Pan Temp. Service Service Under.9round Well Circuit Light Niche Corrections Final Housing Job Status Pemit Renewal Verily Utilities OCHER Nailing \D CM o Corrections Corrections Corrections READY FORA.M P Final Final Final INSPEC. oN ZD , 19_ P.M. Dab: Time: Note: • r COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVIS N 7 -County Center Drive Oroville, Chlifornia 95965 - Telephone (916) 538-75 / PEBMIT,NO. APPLICATION AND PERMIT (� ASSESSOR PARCEL NUMBER 059-085-012 U ZONING BUILDINGPERMIT OWNERROBERT STRICKLER TELEPHONE SO. FT. OCC. BUILDING VALUATION 500.00 OWNERS MAILING ADDRESS PO BOX 158 STIRLING CITY CONTRACTOR'S NAME COL � LAITY ACTION TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee $ 19-00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 17168 MANZOANITA PERMITFEE S 35.00 STIRLING CITY PLUMBINGPERMIT Fling Fee 20.00 Each Trap 7.00 LAT NO. SUBDNISIOWS NAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ 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 ❑ Other IX Describe Work: 112 N(1 Mobile Home I S I GI W I @20.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main ServiceOODV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO ,000A ) 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 ce and effect. '//]�//] License Class Lic. No. eY f.�y j 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. ❑ I, 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 OCCUR SO. OR ADDNS. ( & ACC. BUDS. ) 3.50 FT. - NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( 8 POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 2a @ L.Oa BAL_ .50 Ex. Occup. ( OUTLETS (REs o.) OR5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 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 JVperformance of the work for which this permit is issued. I 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',c In ensatio in sur nce carrier and policy number are: Carrier �(� MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number ,.. (The above sections n ed not bei 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 Cali ia, and agree that if I should become subject to the workers' nsation pr isions of section 3700 of the Labor Code, I shall forthwi cc Iy o provisions. X _ __ Date Signature Applicant - Owner ❑ Contractor i/9' A ent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ g EXEi11PT HAZ. I D. FEES I IMP I FLOOD CDF PARCEL PD I HO I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ive for ich es hav b n paid. (; By % Date D 7 PERMITEXPIRESON l(9�a� I (Date) Receipt No. WHITE-D.D.S.-B.D. , - CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Demolition Permits Asbestos Notification Statement Date AP# Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants.are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to that part. The.permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's. response on the demolition permit appli— cation." Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition project located at Signature of Applicant E)R I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicable to t is de ition project. Signa ure of Applicant May 1995 3.27 •w % AGREEMENT THIS AGREEMENT is made and entered into this day of 199_, by and between the COUNTY OF BUTTE, hereinafter referred to as "COUNTY" and the COMMUNITY ACTION AGENCY OF BUTTE COUNTY, Inc., hereinafter referred to as "AGENCY". WHEREAS, the parties to this agreement desire to create a means for the removal of housing nuisances and debris within the Stirling City unincorporated area of Butte -County known as: 1.11 17121 Manzanita, Butte County Assessor's Parcel Number 059-089-004 2. 17168 Manzanita, Butte County Assessor's Parcel Number 059-085-012 3. 17068 Manzanita, Butte County Assessor's Parcel Number 059-092-008 4. 7850 Lava Street, Butte County Assessor's Parcel Number 059-096-019 WHEREAS, the structures and debris at the above locations were declared public nuisances by the Butte County Board of Supervisors on August 23, 1994; and WHEREAS, the Butte County Board of Supervisors authorized the Butte County Department of Environmental Health to utilize outside assistance for the aforesaid structures and debris removal; NOW, THEREFORE, and in consideration of the covenants, conditions, agreements and stipulations hereafter expressed, County and Agency do agree as follows: a. Status - Agency represents that it is a legal entity incorporated under the laws of the State of California as a non-profit charitable organization. b. Services - subject to the terms and conditions set forth in this agreement, Agency shall -for the purpose of the removal of the nuisance structures and debris at the above referenced addresses become a representative of the County. Agency acknowledges, however, that should the removal of the structures and debris in question require the retention of a contractor by Agency, Agency may be required 1 to comply with those competitive bid statutes contained within the Public Contract and/or Government Codes. C. Property access - County certifies Agency to be an independent representative of the County, free to exercise the same rights of property access as County for the removal of the nuisance structures and debris from the above referenced addresses. d. ComRensation - Agency will provide County with an itemized billing for services rendered in the course of the aforesaid nuisance structures and debris r removal. Within 30 days of the receipt of said billing, County will pay up to $5,000 to agency. If said billing exceeds $5,000, then County will pay Agency for said excess by forgiving a corresponding amount of the existing indebtedness owing by Agency to County up to but not exceeding the total amount of said indebtedness namely $38,041.82. It is understood that the County will be entitled to and intends to file liens for all of its expenses inc irrred associated with the nuisance structure and debris removal or abatement including: expenses incurred pursuant to this agreement up to but not exceeding a total of $43. 041.82: and any and all costs incurred as a result of other direct expenditures by the County or the value of services performed by County officers and employees. If and when the County recovers any or all associated expenses of the nuisance structures and debris removal or abatement by the establishment of, and foreclosure on, liens against the owners' proprietary interest, County shall be entitled to retain all amounts recovered. e. Deferral of fees - the Agency and County agree to arrange for the deferral of demolition permit and landfill gate fees required in the demolition and disposal of the aforesaid nuisance structures and debris. Agency and County acknowledge that County shall also be entitled to recover and properly credit or disburse the amount paid as landfill gate of such deferred fees from any recovery against the lien established against the land owners' proprietary interest. f. Facilitiient and other materials - Agency shall at its sole cost and expense, furnish all facilities, equipment, and other materials which may be 2 require . d for the removal of the nuisance structures and debris the subject of this agreement. Agency. shall obtain the required demolition permits from the County's BuR&ira • aaid'• / • • • rM "To 71 - 1 • MI II atom oil I IMI . 1m (an • .I FNI F-1,01 / •. 970m - g. • g. Term - The term of this agreement shall be for twelve months from the 0=0 GENTIMMIMMe h. Utilities - Agency- will provide confirmation that the gas and electric utilities have been disconnected by the respective public utilities at the property line. i. Indemnification - Agency agrees to indemnify, defend and save harmless County, its officers, agents and employees, from any and all claims and losses accruing or resulting to any and all persons, firms or corporations furnishing or f supplying services or supplies to agency under this agreement, and from any and all claims and losses accruing or resulting to any person, firm, or corporation who may be injured or damaged, so long as any of the above claims or losses are the result of Agency's negligence in performance of this agreement to the extent caused by Agency. County agrees to indemnify, defend and save harmless Agency, its officers, agents and employees from any and all claims and losses accruing or resulting to any and all persons, firms or corporations furnishing or supplying services or supplies to County under this agreement, and from any and all claims and losses accruing or resulting to any person, firm or corporation who may be injured or damaged so long as any of the above claims or losses are the result of County's negligence in performance of this agreement to the extent caused by County. j. On or about the date(s) of structure and debris removal a recognized college, university; archaeological, anthropological or heritage association may recover and retain items of significance to the college, university or association. Property access for such purposes shall not occur until the County and Agency is 01 provided with indemnification as in "i" above in a form approved by County Counsel, and written acknowledgment if provided that such activities shall not interfere with County or Agency activities. Executed as of the day first above -stated: County of Butte Date: By: Ed McLaughlin, Chair, Board of Supervisors Date: Approved as to form: Butte County Counsel By: Community Action Agency of Butte County, Inc. By: Thomas P. Tenorio, Executive Director County Auditor Contract Number By: 4 1.e a s f IFICATION \A.viZ OF FiRE: C. RANGER UNIT: D. DATE FIREESTARTED: X, /_/ 7 oo, M. LOCATION OF ORIGIN :A. zE CTllO N TwP. RGE.,</e B M FIRE 5TAR_.`_Z).ON/IN r L TYPE: '7 C.7ON X_z_j_ -2 ON, i V A L FOREZiT rJRZ$ ONLY) GTAL AREA MURNED :�URNED VCGETA"r!'/;Z TY; -Z I ACRES G, EN! ZI-AL CAUSE TOTAL AR -_`A KNOWN ILOGICALI CAUSAL I -LOCAL I KNOWN I NON -LOCA AGENT 11E. NO NON0 'D.� FALSE'ALARM I PERMIT ESCAPE PER "IT '�R AIT oo, M. LOCATION OF ORIGIN :A. zE CTllO N TwP. RGE.,</e B M FIRE 5TAR_.`_Z).ON/IN r L TYPE: '7 C.7ON X_z_j_ -2 ON, i V A L FOREZiT rJRZ$ ONLY) GTAL AREA MURNED :�URNED VCGETA"r!'/;Z TY; -Z I ACRES TOTAL AR -_`A 1�2 C 1. SIZE: SPOT_____ACREG 2. i0l STANCE FROM HEAD OF FIRE TO ORIGIN FT. . , , ,1, A. BLOCK 'VI. W F Azlr__r "'- A. ESTIMATED WIND VN ipARR VELOCITY• DIRECTIO B. TEMAERATURE: RFLATivr, HumiolTy.0 Fu EL MOISTURE: WIND DIRECTION: WIND VELOCITY: E. ZONE OF ORIGIN. F. SIZE CLASS: G. FIRE CLASS: BL%CaCl,� IV. DANIAG2 !A. NON-FO-RCST IrAPROVEMENTS VV NO. j UNIT.7; I DAMA;--i TOTAL lxxxxxxxlxxx;,:Xj 1 B. FORCZT IMPROVEMENTS XYx xxx-, ----- 7—i x: L TOTAL_ >Fxxxxxx xxxxx C. FORZCT i-RODUCT3 I -t- i/ll/ leq* i OTAL I xxxxxxx XX)f'X-, . VOa T.Xixc��GZTATLO.q C. FROM: TOTAL Vil x x x x x STATION, GRAND TOTAL (A -D -C -D) 0Al.;A,-,F0 BLOCK VIIREEMAMEIS D ION, OWNER (S) oo iv - E. ESTIMATED WATERSHED DAMAGE OF FIRE 1`%:: 1: E A I I )N LA V11'. SIGNATU-17S R�JNGER OR ASSOC. 2 0. SAINGEWS SIGNATURE*_-�,. A. Ci 7,.' C: Ai� R 7P,)Hy HAIAL OF CONSERVA T 1OiN .AVi5iON OF FORESTRY 1Z-- nr..x+R'` Ty 7n'F. J TFTC:ATION - r-iL FIRE REPORT _ ,� _ A�, FIRE NUMBER: C. RANGER UNIT: E. ZONE OF ORIGIN: j i A. 2 I G?; �" F. SIZE CLASS: B. NAME OF FIRE: D. DATE FIRE STARTED: G. FIRE CLASS: LOGICAL i C.? 77. / % 7 PROTECTION RT.n,C,K IT- CAUSE A. GENERAL CAUSE - A. tj SPECIFIC CAUSE' B. FIRE STARTED ON/IN KNOWN LOGICAL i C.? CAUSAL AGENT LOCAL PROTECTION D. KNOWN NON -LOCAL TOTAL xxxxxxx LOGICAL D. FALSE ALARM (FOREST FIRES ONLY) E. PERMIT ESCAPE SKETCH TOTAL AREA BURNED NON F. PERMIT BLC CIC III. LOCATION OF ORIGIN��,/. BLOCK IV. DAMAGE A. NON -FOREST IMPROVEMENTS NO. UNITC DAMAGE - A. SECTION TWP. �v RGE.,<e- B & M B. FIRE STARTED ON/IN /l C. FUEL TYPE: PROTECTION D. ) JURISDICTION TOTAL xxxxxxx FIRE ON ARRIVAL 1.• SIZE: SPOT ACREG Z. (FOREST FIRES ONLY) 2. -DISTANCEFROM HEADOV SKETCH TOTAL AREA BURNED FIRE TO ORIGIN FT. xxxxx BLOCK VY. WEATHER A. ESTIMATED WIND ON ARRIVAL: VELOCITY: — 14- DIRECTION: I B. TEMPERATURE; 13. —I "RELATIVE HUMIDITY: TOTAL" xxxxxxX XXXXX FUEL MOISTURE: WIND DIRECTION: i WIND VELOCITY: SCALE' I" WILE(s) C. FROM: BLOCX V. AREA BURNED STATION VEGETATIVE TYPE ACRES BLOCK VII. REMARKS A I — • ' TOTAL X){XXXXX ;` TOTAL AREA GRAND TOTAL (A -B -C -D) DAMAGES S BLOCK IV. DAMAGE A. NON -FOREST IMPROVEMENTS NO. UNITC DAMAGE WATERSHED DAMAGE OF FIRE REw`CRtiAYI0N LOaei TOTAL xxxxxxx XXXXX10,-219 I I B. FOREST IMPROVEMENTS XXxxx XXXXX XXXXX - xxxxx XXXXX TOTAL xxxxxxx XXXXX I + 1 I I I 1 C. FOREST PRODUCTS I I I TOTAL" xxxxxxX XXXXX I I I I I I I I I I I � D. FOREST AND OTHER VEGETATION I I I I — • ' TOTAL X){XXXXX XXXXX " GRAND TOTAL (A -B -C -D) DAMAGES S I �% D/OR OWNER(S) y 611 �,t�5 E. ESTIMATED WATERSHED DAMAGE OF FIRE REw`CRtiAYI0N LOaei BLOCK VIII. SIGNAT ES T RANGER OR ASSOC. t.Z� B. RANGER'S SIGN ATUREi�`�z:_ .0--i-� '-•_-.—' . `\_ ` <_-. A. ORIGINAL REPORT BY ( NAnnt NAME ✓/ 1 jl+i « COUNTY OF BUTTE - DEPARTME.NT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone 916/534-4541 APPLICATIWAND PERMIT %%PERMIT NO. ASSESSOR PARCEL NUMBER / � ZONING BUILDING PERMIT OWN'ER D 7- ft6 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S M LING ADDRESS ` W CONT R R'S NAME LEP HONE CONTRACTOR'S MAILIN AD RESS G. Fireplace CON TRUCTI N LENDER NKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAI ING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHI ECT OR NGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS ) Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 J Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME -ARC/L MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel El Utilities ElInstallation[]//al/Other Describe work: i rG 7 S"6*Csr G/`�Ce✓G F���d xa'C', �lG6rit/ �//J� G�/.e1i(/�9 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 16,120 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare der penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession Co a and my license is in full and effect. License No. G Classification // ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ i, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.S , OR ACDNS. ACC. BLDGS. /20sgft NEW CONSTR. MULTI. OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS 11 SINGLE OUTLET CIR. zootsoe Ex. Occup OUTLETS OR FIXTURES .ALO 30C FIXED Ex. Occup. OUTLETS IPRESID IKEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 MAC. Wiring 15.00 70,06 ,C S . o Permit Fee/$ Z Contractor IS WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree save, indemnify and keep harmless the County of Butte against all Iia ' ' 'e udgments, c ts, and penses which may in any way accrue ag nst s 'd my in cons q nce of t e granting of this permit. Date �©6 Signature of pplicant — Owner ❑ Contractors Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ p oCCUP. CONST*TYPEJ FLOOD PARCEL D No ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. 0-7017 d Z-, WNITE-D.P.W., YELLOW-ASSC330R. PINK -INSPECTOR. GOLDENROD -APPLICANT 9- COUNTY OF BUTTE - DEPARTMEN-rOF• PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTERpRIVE - OROVILLE'CLI s1.FORNIA 95965 - TELEPHONE: 916/534-4541 t(.,. •PERMIT APPLICATION DATA SHEET /� Permit No. OWNER `��fvS//�/G/C ��' A. P. No _,5 bRS Proposed Bu i Id i ng Use 5-X�G 7 S �� GGj etc/✓ i o U Permit Fee Based Upon: Complete Contract Price DPW Valuation ther (Explain) Building Inspector Date7���� At time of permit application, I w e following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2.., Plot plans in duplicate/triplicate. . . . . . . . . . 3. Complete plans in duplicate./tri.plicate. . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid'' Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: . 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) 15. Improvements may be required. . . . . . . . . . . . Mobilehome Installation)D. . • ata. . . . Pre-Inspec. request to (Date 17. Pre -Inspection for/�G'S� �� gequired. Building Ins ,ctor ) 18. Recorded copy of Agricultural Acknowledgment Statement . (,1% ° �` f -no 19.DOthe DRIVEWAY PERMIT (CONSTRIICTION AP ROVAL CEQU D PRIOR OCCIIPANCY) � ua',s� K gKi n yo iS'9LVfh '0er f i pr c s -as fo4HoQVs-r_='Mail froVvAer. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Date�� Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance. (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No.� 2. Additional items required: (Contractor, Designe wner as advised of above required data by Telepho �' ail Other / By-�.� M �fjr1Z l3 to fn Plans checked by. Plans approved by Other: .4 Copy—DPW Date Date BUTTE COUNTY CLERK OF THE BOARD USE ONLY MEETING DATE: BOARD OF SUPERVISORS AGENDA TRANSMITTAL AGENDA ITEM: AGENDA TITLE: Contract Completion, Community Action Agency Housing Nuisance Removals, Stirling City DEPARTMENT: Public Health DATE: 6/10/98 MEETING DATE REQUESTED: 6/23/98 CONTACT: Thomas Reid �j"'"u PHONE: 530-538-7282 REGULAR k CONSENT DEPARTMENT SUMMARY AND REQUESTED BOARD ACTION: (Cost confirmation hearing date) Summ,2ry Actions are being requested by the Department of Public Health to complete Stirling City housing nuisance - removal contract provisions with the Community Action Agency of Butte County. Actions include reallocation_ of Community Action Agency Debt to Butte County to cost recovery liens to be placed upon: 1. 17121 Manzanita, Butte County Assessor's Parcel Number 059-089-004' 2. 17168 Manzanita, Butte County Assessor's Parcel Number 059-085-012 3. 17068 Manzanita, Butte County Assessor's Parcel Number 059-092-008 4. 7850 Lava Street, Butte County Assessor's Parcel Number 059-096-019 A transfer of landfill account no. 757541 funds in the amount .of $5,079.04 to the Community Action Agency to compensate for deferred landfill gate fees is also requested. Discussion Memo Attached Requested Action Memo Attached AGENDA ITEM SUBMITTALS REQUIRE THE ORIGINAL AND NINE (9) COPIES ATTACH EXPLANATORY MEMORANDUM AND OTHER BACKGROUND INFORMATION AS NECESSARY Budgetary Impact: Yes No X CAO OFFICE USE ONLY If yes, complete Budgetary Impact Worksheet on back Budget Transfer Requested: Yes No Administrative Office Review If yes, complete Budget Transfer Request Worksheet on back. Administrative Office Staff Contact (Deadline is one business day prior to normal agenda deadline) Will Proposal Require an Agreement: Yes -No 4l5's Vote Required: Yes: No: Auditor -Controller's Number (if required): County Counsel's Approval: Yes No Date Received by Clerk of Board: Will Proposal Require Additional Personnel: Yes No Number of Permanent: Temp Extra Help Previous Board Action Date: Deseribe: Discussion and Request Memo Rev.1/98 Additional Information Attached: Yes X No INTER -DEPARTMENTAL MEMORANDUM TO: Board of Supervisors FROM: Tom Reid, Director of Environmental Health SUBJECT: Contract Completion, Community Action Agency Housing Nuisance Removal Contract, Stirling City DATE: June 10, 1998 Discussion Four Stirling City nuisance housing structures have been removed by the contractor, the Community Action Agency of Butte County (contract No. 10395). 1. 17121 Manzanita, Butte County Assessor's Parcel Number 059-089-004 2. 17168 Manzanita, Butte County Assessor'.s Parcel Number 059-085-012 3. 17068 Manzanita, Butte County Assessor's Parcel Number 059-092-008 4. 7850 Lava Street, Butte County Assessor's Parcel Number 059-096-019 A number of payment and in lieu of payment considerations constituted the contract provisions for contractor compensation. 1. Cash payment of $5,000.00 to the agency. (Complete) 2. Reallocation of Community Action Agency indebtedness to Butte County not to exceed $38,041.82 to cost recovery property liens payable to. Butte County. 3. Deferral of demolition permit and landfill gate fees to be allocated to cost recovery property liens payable to Butte County. Public Works was consulted to determine the appropriate gate fee deferral mechanism. This agenda item provides for completion of contract provisions 2 and 3 above. Provision 1 is complete. The expense invoice provided by the Community Action Agency was for a total of $33,000.00. Because a cash payment of $5,000.00 was previously made to the Agency, the residual contract authorized debt reallocation is $28,000.00 Board of Supervisors/Stirling City June 10, 1998 Page 2 Requested Action To comply with housing nuisance removal, contract number 10395 with the Community Action Agency of Butte County, approval of the following actions are requested: 1. Authorize the Auditor to reallocate $28,000.00 of Community Action Agency of Butte County debt to Butte County proportioned _equally to nuisance abatement liens placed upon Assessor's Parcel Numbers 059-089-004, 059-085-012, 059-092-008; and 059-096-019. Said reallocation not to occur until the Department of Public Health provides lien recordation documentation to the Auditor. 2. The Community Action Agency has encumbered debt to Butte Disposal and } Recycling for landfill gate fees in the amount of $5,079.04. Provide for contract gate fee deferral provisions by: a. Authorize the Auditor to transfer $5,079.04 from landfill account number 757541 to the Community Action Agency of Butte County. This amount to be dedicated by the Agency for the payment of gate fees that were paid by the refuse hauler, Butte Disposal and Recycling. b. Authorize the Auditor to reallocate the above amount proportioned equally to nuisance abatement liens placed upon Assessor's Parcel Numbers 059- 089-004,.059-085-012, 059-092-008, and 059-096-019. Amounts received through liens to be payable to landfill account 757541. C. Said reallocation not to occur until the Department of Public Health provides lien recordation documentation to the. County Auditor. 3. The above to be effective upon confirmation of project expenses by the Board of Supervisors. - TR/mlf st-city.tr6 l OM BUTTE COUNTY BOARD OF SUPERVISORS AGENDA TRANSMITTAL AGENDA TITLE: Verification of Incurred Expenses, Housing Nuisance- Removals, Stirling City CLERK OF THE BOARD USE ONLY MEETING DATE: AGENDA ITEM: DEPARTMENT: Public Health DATE: 6/10/98 MEETING DATE REQUESTED: 6/23/98 CONTACT: Thomas Reid PHONE: 530-538-7282 REGULAR X%• CONSENT DEPARTMENT SUMMARY AND REQUESTED BOARD ACTION: (Hearing Required) Summary To comply with State Housing Law the Department of Public Health requests Board confirmation of expenses associated with the removal of four (4) housing nuisance structures within Stirling City. Expense confirmation is a State Housing Law requirement for the recording of cost recovery liens. 1. 17121 Manzanita, Butte County Assessor's Parcel Number 059-089-004 2. 17168 Manzanita, Butte County Assessor's Parcel Number 059-085-012 3. 17068 Manzanita, Butte County Assessor's Parcel Number 059-092-008 4. 7850 Lava Street, Butte County Assessor's Parcel Number 059-096-019 Discussion Department prepared expense statements for removal of the above Stirling City housing nuisance structures are attached. The Department has complied with. Section 68, Title 25. California Code of Regulations that require a posting of the properties and a mailing to the property owners with the statement of expenses. Upon Board confirmation of expenses, the Public Health Department will proceed to complete the lien process. Request Unless protested that requires consideration of the protests, confirm by Resolution the following Department of Public Health statement of expenses for the removal of four (4) housing nuisance structures, Stirling City. 1. $9,133.25 17121 Manzanita, Butte County Assessor's Parcel Number 059-089-004 2. $9,187.42 17168 Manzanita, Butte County Assessor's Parcel Number 059-085-012 3. $9,241.67 17068 Manzanita, Butte County Assessor's Parcel Number 059-092-008 4. $9,349.92 7850 Lava Street, Butte County Assessor's Parcel Number 059-096-019 AGENDA ITEM SUBMITTALS REQUIRE THE ORIGINAL AND NINE (9) COPIES ATTACH EXPLANATORY MEMORANDUM AND OTHER BACKGROUND INFORMATION AS NECESSARY Budgetary Impact: Yes No X If yes,.complete Budgetary Impact Worksheet on back Budget Transfer Requested: Yes No If yes, complete Budget Transfer Request Worksheet on back. (Deadline is one business day prior to normal agenda deadline) Will Proposal Require an Agreement: Yes No Auditor -Controller's Number (if required): County Counsel's Approval: Yes No Will Proposal Require Additional Personnel: Yes No Number of Permanent: Temp Extra Help CAO OFFICE USE ONLY Administrative Office Review Administrative Office Staff Contact 4/5's Vote Required: Yes: No: Date Received by Clerk of Board: Previous Board Action Date: 8125/98 Additional Information Attached: Yes X No Describe: Statements of expenses. Resolution Rev. 1198 Butte County Department of Public Health Statement of. Housing Nuisance Removal :. Expenses for 17121 Manzanita, Stirling City, Butte County In accordance with Butte County Board of Supervisors Resolution number 94-96, the Butte County Health Department caused the abatement of a housing nuisance structure located upon the above premises. The premises is more particularly described as follows: d _ Lot 5 of Block seven of Sterling City, as shown on the map recorded in the office of the ;- :.A`-_ Recorder of the County of Butte, State of California August 3, 1903 in Book 4 of Maps, at page 33. Section 70 of Title 25, California Code of Regulations requires the Department to prepare a. statement of expenses for the costs of the removal process. Said costs were: Department of Public Health Expenses: Laboratory Fees, Asbestos Testing Cash Payment to the Contractor, Community Action Agency of Butte County Contractor Additional Expenses, Community Action Agency of Butte County. Landfill Cost Fees for Demolition Debris County Counsel Review of Contract Demolition Permit Fees TOTAL $ 754.00 56.00 1,250.00 5,730.24 1,296.76 11.25 35.00 $9,133.25 A hearing is scheduled before the Butte County Board of Supervisors on June 23. 1998 at 10:30 A.M., 25 County Center Drive, Oroville, CA to confirm the above expenses to be placed upon a cost recovery property lien. Objections or protests will be considered by the Butte County Board of Supervisors at the above time and place. Statement Prepared by: Thomas Reid, Director of Environmental Health 18-B County Center Drive Oroville, CA 95965 Butte County Department of Public Health Statement of Housing Nuisance Removal Expenses for 17168 Manzanita, Stirling City, Butte County In accordance with Butte County Board of'Supervisors Resolution number 94-94, the Butte County Health Department caused the abatement of a housing nuisance structure located upon the above premises. The premises is more particularly described as follows: Lot 11 in Block 11, of Stirling City, according to the Official Map thereof, filed in the office of the Recorder of the County of Butte, State of California, August 3, 1903 in Book °4" of Maps,, page 33. 4 " Section 70 of Title 25, California Code of Regulations requires the Department to prepare a statement of expenses for the costs of the removal process. Said costs were: Department of Public Health Expenses. . Laboratory Fees, Asbestos Testing Cash Payment to the Contractor, Community Action Agency of Butte County Contractor Additional Expenses, Community Action Agency of Butte County Landfill Cost Fees for Demolition. Debris County Counsel Review of Contract Demolition Permit Fees - TOTAL $ 808.17 56.00 1,250.00 5,730.24 1,296.76 11.25 35.00 $9,187.42 A hearing is scheduled before the Butte County Board of Supervisors on June 23. 1998 at 10:30 A.M., 25 County Center Drive, Oroville, CA to confirm the above expenses to be placed upon a cost recovery property lien. - Objections or protests will be considered by the Butte County Board of Supervisors at the above time and place. Statement Prepared by: stmt3.tr3/24/98 Thomas Reid, Director of Environmental Health 18-B County Center Drive Oroville, CA 95965 I . . Butte County Department of Public Health Statement of Housing Nuisance Removal Expenses for 17068 Manzanita, Stirling City, Butte.County. In accordance with. Butte County Board of Supervisors Resolution number 94-93, the Butte County Health Department caused the abatement of a housing nuisance structure located upon -the above premises. The premises is more particularly described as follows: All that certain real property situate in the County of Butte, State of.Califomia, described as follows: Lots 33 and 34 in Block 4,- as shown on that certain map entitled "Map of Stirling City in Sec. T.' 24N. R. 4E., M.D. B. & M., Butte County, California" , which map was filed in the office of the. Recorder.of the County of butte, State of. California, on August 3, 1903 in Book 4 of Maps, at page 33. Section 70 of Title 25, California Code of Regulations requires the Department to prepare a statement of expenses for the costs of the removal process. Said costs were: Department of Public Health Expenses $ 889.42 Laboratory Fees, Asbestos Testing 56.00 Cash Payment to the Contractor, Community. 1,250.00 Action Agency of Butte County Contractor Additional Expenses, Community 5,730.24 , Action Agency of Butte. County Landfill Cost Fees for Demolition Debris 1,296.76 County Counsel Review of Contract 11.25. Demolition Permit Fees 35.00 TOTAL $9,268.67 A hearing is scheduled before the Butte County Board of Supervisors on June 23, 1998 at 10:30 A.M., 25 County Center Drive, Oroville, CA to confirm the above expenses to be placed upon a cost recovery property'lien. Objections or protests will be considered by the Butte County Board of Supervisors at the above time and place. Statement Prepared by: Thomas Reid, Director of Environmental Health 18=B County Center Drive Oroville, CA 95965 stmt4.tr3/24/98 Butte County Department of Public Health Statement of Housing Nuisance Removal Expenses for 7850 Lava Street, Stirling City, Butte County In accordance with Butte County Board of Supervisors Resolution number 94-95, the Butte County Health Department caused the abatement of a housing nuisance structure located upon the above premises. The premises is more particularly described as follows: Lot 20 and West half ('h) of Lot 19 in Block 3 of the Town of Stirling City, as shown on the map thereof filed in the office of the County Recorder of the County of Butte, State of California, on August 3, 1903 in Book 4 of Maps at Page 33. Section 70 of Title 25, California Code of Regulations requires the Department to prepare a statement of expenses for the costs of the removal process. Said costs were: Department of Public Health Expenses Laboratory Fees, Asbestos Testing Cash Payment to the Contractor, Community Action Agency of Butte County Contractor Additional Expenses, Community Action Agency of Butte County Landfill Cost Fees for Demolition Debris County Counsel Review of Contract Demolition Permit Fees TOTAL $ 970.67 56.00 1,250.00 5,730.24 1,296.76 11.25 35.00 $9,349.92 A hearing is scheduled before the Butte County Board of Supervisors on June 23. 1998 at 10:30 A.M., 25 County Center Drive, Oroville, CA to confirm the above expenses to be placed upon a cost recovery property lien. Objections or protests will be considered by the Butte County Board of Supervisors at the above time and place. Statement Prepared by: Thomas Reid, Director of Environmental Health 18-B County Center Drive Oroville, CA 95965 stmt2.tr3/24/98 W RESOLUTION CONFIRMING STATEMENT OF EXPENSES FOR DEMOLITION OF BUILDINGS R .. WHEREAS, on August 23, 1994 the Board of Supervisors adopted Resolutions - directing the reconstructionor demolition of the dwellings located at Resolution 94-96 1. 17121 Manzanita, Butte County Assessor's Parcel Number 059-089-004 94-94 .2. 17168 Manzanita, Butte County Assessor's Parcel Number 059-085-012 94-93 3. 17068 Manzanita, Butte County Assessor's Parcel Number 059-092-008 94-95 4. 7850 Lava Street, Butte County Assessor's Parcel Number 059-096-019 WHEREAS, the owner of said properties took no action within the time period allowed by law; and WHEREAS, all postings and notices required by law have been done in the manner provided by law; and WHEREAS, the Butt= County Health Department has presented a statement in the sums of 1. $9,133.25- 17121 Manzanita, Butte County Assessor's Parcel Number 059-089-004 2. $9,187.42. 17168. Manzanita, Butte County Assessor's Parcel Number 059-085-012 3. $ 9,268.67 17068 Manzanita, Butte County Assessor's Parcel Number 059-092-008 4. $ 9,349.92 .7850 Lava Street, Butte County Assessor's Parcel Number 059-096-019 for expenses incurred in the demolition as allowed by law; and WHEREAS, the statement of expenses having been considered and found to be reasonable as presented to or amended by the Board of Supervisors. NOW, THEREFORE, BE IT RESOLVED that the statement of expenses in the above sums is hereby confirmed. BE IT FURTHER RESOLVED that if such amount is not paid within five (5) days, it shall constitute a lien upon the subject property. In such event, the Director of the Butte County Department of Health shall file, in the office of the Butte County Recorder, a Notice of Lien as provided by law. The foregoing resolution was passed by the Butte County Board of Supervisors this . day of 11998. Effective , 1998. AYES: NOES: NOT VOTING: ABSENT: Fred Davis, Chair, Butte County Board of Supervisors ATTEST: JOHN BLACKLOCK, Chief Administrative Officer BY: 1',alc _624/98 i;,,:,:,i .`.--tion: Date 6/23/98 Minute Order No. Route x Referral x Department Administration A*gnculturc Air Pollution Control Assessor .Auditor-Coniroller Consolidated Courts ---County Clerk . Elections Recorder County Counsel Development Services Planning/LAFCo District Attorney Farm & Home Advisor Fire Department ______ General Services Purchasing Library Director _Mental I lealth Alcohol & Drug Personnel Probation Public Guardian 1 Public I lealth -- ___X_I :m ironmental I lealth Public Work: -- I.and Development Sheriff=Coroner I'rersurcr-Tax Collector --•-Wel [arc 6 40*%asses•••• • 411*Q•; '• • ■ ■ : rA ••e•s■a*** Document Agreement(s) Applications) Budget Transfer(s) Certified Minutes Claims • Correspondence Decd(s) Notice of Completion Ordinance(s) x Resolution(s) 98-104 OFFICE OF CLERK OF THE BOARD Action Requested 1 File Information 1 Necessary Action Signature(s) Recommendation ` ' Record Report to Board Return Copy to Return Original to W/O Enclosure Additional Information Resolution 98-104 — confirms statement of expenses for demolition of buildings in Stirling City A Environmental Health JUN 2 5 18-8 County Certer u:��: Oroville. CA Resolution RESOLUTION CONFIRMING STATEMENT OF EXPENSES FOR DEMOLITION OF BUILDINGS WHEREAS, on August 23, 1994 the Board of Supervisors adopted Resolutions directing the reconstruction or demolition -of the dwellings located at Resolution 94-96 1. 17121 Manzanita, Butte County Assessor's Parcel Number 059-089-004 94-94 2. 17168 Manzanita, Butte County Assessor's Parcel Number 059-085-012 94-93 3. 17068 Manzanita, Butte County Assessor's Parcel Number 059-092-008 94-95 4. 7850 Lava Street, Butte County Assessor's Parcel Number 059-096-019 WHEREAS, the owner cf said properties took no action within the time period allowed by law; and WHEREAS, all postings and notices required by law have been done in the manner provided by law; and WHEREAS, the Butte County Health Department has presented a statement in the sums of -1. $ 9,133.25 17121 Manzanita, Butte County Assessor's Parcel Number 059-089-004 2. $ 9,187.42 17168 Manzanita, Butte County Assessor's Parcel Number 059-085-012 3. $ 9,268.67 17068 Manzanita, Butte County Assessor's Parcel Number 059-092-008 4. $ 9,349.92 7850 Lava Sgreet, Butte County Assessor's Parcel Number 059-096-019 for expenses incurred in the demolition as allowed by law; and WHEREAS, the statement of expenses having been considered and found to be reasonable as presented to or amended by the Board of Supervisors. 11 NOW, THEREFORE, BE IT RESOLVED that the statement of expenses in the above sums is hereby confirmed. BE IT FURTHER RESOLVED that if such amount is not paid within five (5) days, it shall constitute a lien upon the subject property. In such event, the Director of the Butte County Department of Health shall file, in the office of the Butte County Recorder, a Notice of Lien as provided by law. The foeegoing resolution was passed by the Butte County Board of Supervisors this 23rd day of June , 1998. Effective June 23 , 1998. AYES: Supervisors Beeler, Dolan, Houx, Josiassen and Chair Davis NOES: None NOT VOTING: None ABSENT: None Fred Davis, Chair, utte County Board of Supervisors ATTEST: JOHN BLACKLOCK, Chief Administrative Officer B . SUF-er v i sor Gordon Thoerias 916 572 6339 P. 02 trrmm imp ATinm JuEDOLU SEP 1 31994 SuPervisor, District 2, Bune Coisnty 4-. o l ofl9ce: Cciw r, t -:t' '.- e ■ 196 Memorial Way 0 Cldco, 6t forma Mall: P.O. Boy j i. ' • Chico, f:al.ifon-ia 95927 r (916)891-2830 August 30, 1994 Supervisor Ed McLaughlin, Chair Board of Sueprvisors 25 County Center Drive Oroville, California 95965 Re: Old Houses, Stirlin(I ty Dear Ed, Rob Hanford, President of Chico Heritage Association and member of Butte County.Historical called oo � gust 30, 1994 regarding the structures declared a nuisacicF in Stirling city. He stressed that there may be historical value to not only the structures themselves but certainly to the materials used in their construction. fie 'r_rr they are in poor con- dition and have been seriously neg_f-r:. However, he advised -- and will share information - on the benefits, tax advantages and rehabilitation assistance for these structures. The issues he raises were not considered as part of our hearing. 'these include: the structures may have been built with old growth lumber, financial assistance ra•: e available to the property owners to repair the homes to 1. -,-gable status, destruction of homes may jeopardize the efforts of the Stirling City Historical Society's efforts to designate and revive the historical aspects of Stirling City. z think we should allow Mr. -I ... :: .d and others the opportunity to at least look at z::r,,.. .fe us some input on this issue. .I Sincemlli(, Mane Dola. Copy: Edna Thelaader, Pres ent Stirling City Historic ciety SESEP 0 11994 Rob Hanford, president GR u3rhQAUM*lA Heritage Association ^augervisor Nordon'Thoma.s 916 671 6339 1NTER-DEPARTMENTAL MEMORA.NUUM TO: Board of Supervisors Torn Reid, Director - Environmental Health"' 4 FROM:/� P.03 AGENDA INFORMATION AUG 2 3 N94 S•d s SUBJECT: Public Hearing - Abatement of a Public Nuisance, Stirling City Housing Structures identified as: 17121 Manzanita - AP# 059-089-004 17168 Manzanita - AP# 059-085-012 17068 Manzanita - AN 059-09' V 7850 Lava Street - AP# 059-096-019 DATE: August. 17, 1994 REQUEST In accordance with the California State Health and Safety Code (California State Housing Law) and Title 25, California Code of Regulations, the Board is asked to declare four abandoned, dilapidated and partially collapsed dweili V, as described above, to be public nuisances, and to authorize the Board Chair to sign a resc.ution declaring the nuisances. The required steps have been taken to attempt a voluntary abatement of the nuisances: 1. Based upon citizen complaints, an investigation was completed ?-nd violation letters were mailed to the owners of record "as shown by the latest equalized assessment role". The notices were also posted on the properties. 2. The Board was advised July 26, 1994 of non. -compliance and requested to set a hearing. 3. The nuisance abatement hearing was set for a public :gearing to be held August 23, 1994. 4. The hearing was noticed by posting of the properties and mailing of the notice to owners of record as shown on the latest equalized assessment role. In addition to the .required steps, attempts are continuing by personal contacts and by letter to obtain .voluntary abatement of the nuisance by owners or relatives who may currently have an interest in the property. Supero iEsor�=�,t'r,don `Thomas 916 872 6339 P.04 Boaid of Supervisors/Nuisance August 17, 1.994 Page 2 ANC_ R DES_ .RSP l 17121 Manzanita, Sticli_ng City • AP# 059-089-004 This dwelling has suffered from prolonged neglect and lack of proper maintenance. It is not secure against unauthorized entry and no longer excludes the elements. Deterioration has advanced to , the point that the dwelling is structurally unsound with obvious deterioration/absence of electrical, heating and plumbing systems. Garbage and debris litter the dwelling and property. 1n addition to a visual nuisance. tic, property is a rodent harborage, accessible to trespass, a safety and fire hazard. See photo reproductions labeled 17121 Manzani.ta, 17168 Maizzan' ita - AN 059-085-012 This dwelling has suffered from prolonged neglect, lacking doors and window,, and no longer excludes the elements. Deterioration has advanced to the point where the dwelling is structurally unsound. In addition to a'visual nuisance, the property is a rodent harborage, accessible to trespass and a safety and fire hazard. See photo reproductions labeled 17168 Manzanita. 17068 Manzanita ' - AP# 059-092-008 This dwelling has suffered prolonged neglect and lack of proper maintenance. It is lacking` doors and windows and does.not exclude the elements. Garbage and debris liwt!, the property and dwelling. It is an obvious rodent harborage and safety and fire hazard. See photo reproductions labeled 17068 Manzanita. 7850 Lava Street - AP# 059-096-019 This dwelling consists of an old dilapidated travel trailer partially covered by a wooden cabana - like structure. The trailer is abandoned lacking functioning door to protect from the elements. The cabana structuress dilapidated and structurally unsound. Several outbuildings are also on the property. All of the structures are obvious visual nuisances, rodent harborage, and accessible to trespass. See photo reproductions labeled 7850 Lava Street. 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IWAT 41* �11 ai+�� .���'ti_♦ (e r., ■�._ •.ter, _ �t� � •�`�,1�, t';'� �:_•�: .' ` i,. '..... r `� •Y `.vf.4 ..,.....•.. .... ,. r � , ,iii . ' � �� �r r r f 7 . � � s I •�-� � ;, �� .��;y� yrs x yrs•-=•..-,+*blr } j ••r^� r a m 1� -, jll�,7,1 I �E= - flail 'Zi jll�,7,1 I �E= - flail Supervisor Gordon Thomas 916 872 6339 - I P.08 IA; t-.4 CV . 9 T *L 'i I e n o cto el T ci o b -i o :) -i o v i -co -q Lj l- .01 C-1 AA f�ll A J p jL I Supervisor Gordon Thomas 916 872 6339 P.09 SUGGESTED MOTION .Having considered evidence provided by the Health Department and presented at this hearing by the Department and others, the Board of Supervisors declares the dwellings located upon 17121 Manzgnitg - AP# 059-089-004.17168 Manzanita - AP# 059-085- 012, 17068 Manzanita— AF# 059-092-008 an 7$5'j La --a Street, AP# 059-096-919. 5firlina City to be public nuisances. This finding is in accordance with the California State Health and Safety Code, California State Housing Law and Title 25, California Code of Regulations. Any and all persons maintaining the nuisances including owners are hereby ordered to abate the nuisances within 30 days of this finding by demolition and removal of all debris. Demolition permits from the County of Butte are required. The Health Department in consultation with County Counsel is authorized to proceed with an abatement following the provisions of California State Housing Law and the Board Chair is authorized to sign the housing nuisances resolution. Board approval will be required if an appropriation is requested. Pd .9 Sid cIe ^Anc-0T 74b-10D YO,: v-in-4 Lf. e MOITOM Q:� DDuz t aid) 3s bsinoz- ►r, .•ns insmiugsQ diinsH sdi Yd bsbivoiq eouobiva bmobiznoa gnivatt egniUawb ad) zsul=b zioziv equ23o buoS sdi ,axsdio ban TnsmhRgsQ odi Yd gflhsa�l -?80-Q?Q NO.A - Biinissum IDICA100-Mo— �qA-.Eli TuM IS1C1_ noqu bsissol AZ0 ss-i2 -SQ-RO .MA siinssrcM KNII Sj?r ninzolilsD sdi diiw ssnsbioaos ni zi gnibniil zliM .esona0un Aduq ad of Xi!'j,nd—V�9 cirtiolil.O ,U eI1iT bon ws I QnizuoH 33si2 sifnolibD ,nboD Yioing bas diizsH siala zi3awo gnibutoni asonsaiun A gninisinLuat anoprisq lis bon XnA. .pnobislupAlo abgb noiiilomob vd gnibnft zfdi 3o evsb 4t aidiiw zsonuiuo sdi 9teds of b9-t9b-to Xdsiod s .boiiupoi ms sliu£f 3o vinuoD adi moil ziirn-roq noiiilbmsQ .ehdsb 11810 lsvomsi btts bssooiq of boshofbus zi IsznuuO Yinuc7 diiw nota luanoo ni inomhucls l MRsH ekT adf bon wal gnieuoH ois}Z simoliLsD Io znolaivoiq srii gaiwolio3 Insmcaisd8 its diiw iiiw Isvcnggs bisoH .whuloasi es.msaiun guieuod sdi naia of b*snodiun ei YisdO buoff . baizaupsi ei hobnngoiggs ns Ii bsoiupsi ad r Supervisor Gordon Thomas 916 872 633; P.10 RESOLUTION DECLARING HOUSING NUISANCE ,WHEREAS, the Butte County Health Department inspected and determined the dwelling located at 17121 Manzanita - AP# 059-08 -QQ4, Stirling City_ to bt a public nuisance in accordance with California State Housing Law. WHEREAS, the Butte County Health. Department completed all steps of Title 25, California Code of Regulations to contact the owners of record and to secure voluntary abatement of the housing nuisance. WHEREAS, the owners of record did not abate the housing nuisance as requested. WHEREAS, the Board of Supervisors held a public hearing on August 23.1994, found the dwelling to be a housing nuisance. NOW THEREFORE BE IT RESOLVED that the Butte County Board of Supervisors declares the dwelling located at 17121 MgDzanita - AP# 059-085-004, Sairling City to be a public nuisance. PASSED AND ADOPTED by the Butte County Board of Supervisors this day of by the following vote: AYES: NOES: ABSENT: NOT VOTING: Chairman of the Butte County Board of Supervisors ATTEST: By: John Blacklock, Chief Administrative Officer and Clerk of the Board E3i.9 '-aa Sib 3t@ cionvodT mob iaD i%,Noqu2 aDMA2IgVI D1418UGH OYARAJDaU 140ITUJ093A Sill b:�nimYgisb bnr bsia"zni in9m3xsgsQ dilsoH VnuOD Otiu8 edj ,RASAE1HW sonnztun oildug .,d of xjQ gni11i.I?.,NQ-Q80-@ZO VjgA- PJi=pSM 191 t is bolml ynitlswb .ws..t gniBUGH .sista SIM0111so fbiw sonsbioo7s at f ,ZS offf 3o zg9iz U bololgmoo insmitsq;(1 rbtssH �inuoD s1tuH slit ,2AaMHW minulov �uosz o3 bas bTo-,--, 3n miwo srb iwnoo o3 znobstuaO51 to aboO sicno'li1sD -wn-92iun gnizuod bili 10 titsmsinds .boksupax es sunsziun gniauod gait stbds Ion bib bzowi to zisawo sdj fEAHAHHW bnuol a: IES Iztvau—A no phsod oilduq n bled nozhnogd83o buoS adi ,2AFFA3HW ,sgitsziun gnimod s ad of gnillowb all mozMsquVo buoH Ytnuoa stiuH gilt isdi QHVJQMA Ti �8 aAOgMMHT WOK s 9d of XjQ ynil,il2 p-Z8A-QZO qA - stinUuMIS Cf is betwoi gnilf wb gdt asuloob -oorwima oilduq 80 ziozivnsgu210 buoH �MIJOO giiuH arb X6 03TgOQA G14A UJUAq :siov gniwoUol edt yd, 30 :2HYA : ZHOH :TKHZaA 0Y111rov T014. . f am 10 nsm- iSdD 97mivzsqu210 buoy x1flvoO e»uH f r ` TMTTA f yvitMinimbA IsIdD ,4001 UIH f1d0l bUdEl Odd 301-mD bns 1=110 f '. Supervisor Gordon Thomas 916 272 6339 P.11 RES OLUUON UECLARINQ HODUNU NUISANCE WHEREAS, the Butte County Health Department inspected and determined the dwelling located at J7168 Manzanita - AP#059-085-012, Stirling City to be a public nuisance in accordance with California State .Mousing Law. WHEREAS, the Butte County Health Department completed all steps of Title 25, California Code of Regulations to contact the'owners of record and to secure voluntary abatement of the housing nuisance. WHEREAS, the owners of record did not abate the housing nuisance as requested. WHEREAS, the Board of Supervisors held a public hearing on 6ugust 23. 1994 . found the dwelling to be a housing nuisance. NOW THEREFORE BE IT RESOLVED that the Butte County Board of Supervisors declares the dwelling located at 17168 Manzanita - AP-# 959-085-012, Stirling City to be a public nuisance. PASSED AND ADOPTED by the Butte County Bcrd of Supervisors this day of , by the following vote: AYES: NOES: ABSENT: NOT VOTING: Chairman of the 13c t.. County Board of Supervisors ATTEST: By: John Blacklock, Chief Administrative Officer and Clerk of the. Board. F Supervisor Gordon Thomas 916 872 6339 RESOLUTION DECLARING HOUSING NUISANCE P.12 WHEREAS, the Butte County Health Department inspected and determined the. dwelling Iocated at 17068 Manzanita - AP# 059-092-QQ_8, Stirling City to he a public nuisance in accordance with California State Housing Law. WHEREAS, the Butte County Health Department completed all steps of Title 25, California Code of Regulations to contact the owners of record and to secure voluntary abatement of the housing nuisance. WHEREAS, the owners of record did not abate° the housing nuisance as requested. WHEREAS, the Board of Supervisors held a public hearing on Augglt 23,1994. found the dwelling to be a housing nuisance. NOW THEREFORE BE IT RESOLVED that the Butte County Board of Supervisors declares the dwelling located at 17068 Manzanita - AP052-092-00-8. Stirling City to be a public nuisance. PASSED AND ADOPTED by the Butte County -;�ja.rd of Supervisors this day of , by the following vote: AYES: NOES: ABSENT: NOT VOTING: Chairman of the Butte County Board of Supervisors ATTEST: By: John Blacklock, Chief Administrative Officer and Clerk of the Board C V £ c to AT nob a 8 HOMAZIUY DMIZUGH MIMA.ID3Q MOnUJO&qg 391 bsni.nnt)bb brm baJq,-qzni Jrmommlo(l NOH XirwoD WIWI sdl ,9A3SI3HW s.)ns2 itJrr oilduq r Q4 of i'J gn'IiiJ - X20 220 i�qA si_ns?RaQ,� is bsisooI anillswb .ws.I gnizuoH sJsJ7 sirnollieD dJiw 3wmbioops Ri ,U AM 90 egsrx its twolgmoo Ja mtug9Q dils9H XJnuvO 9Jiu8 odt ,ZAaA3HW VJnulov s-mota of bas bioxn 3o tionwo sdJ Joslnoo of znoiJslug9A 3o aboD simoIilso r93042iun pimod ath lo Jnsmai sdo .boJZ9up9t u oonmiun Snizuod ofb *sJsds ion bib bxo9s13o manwo A) ,ZAaA,9 ciW bnrr012 I EU !LU—UA !LU-Uno anht9d oilduq s blod zimiwmqu?lo WOO Orli ,ZAaAaHW .aonsxiun gnimod s ed of gnillowb edt moabn9quZ to besot-tinuo:) wjua or11 JsdJ QHVJO?ZA TI 3H 3AOqaAaHT VIO1i s 9d of Va q ih' ,OD-S20.2�O MA - WO —UM ME r JA balswl gnitlswb sdJ zsulwb .aortsaiun oilduq Xsb zirlJ mainsquZ3o bi Itanu03 ME[ OM Xd a3TgOCIA C[KA GH UAq :aJov gniwolloi ad) ted,__ 40 aril to nsmiisdO moainNuZ 3o bmx)ff ytnuuD y_3L :Z3'YA :7..3014 MK3ZSA :DMJT'OV TO% :TZSWA ,t svbs�sihimbA,39id� ,�I�blaal$ nrlp� ' bisoa atb to 111913 bras 1s3fl10 I Supervisor Gor dors, Th ofnas 916 872 6339 P.13 RESOLUTION DECLARING HOUSING NUISANCE ' WHEREAS, the Butte County Health Department inspected and determined the dwelling located at 7850 Lava Street - A # 059-096-0I . ,5tirling City to he a public nuisance in accordance with California State Housing Law. WHEREAS, the Butte County Health Department completed all steps of Title 25, California Code of Regulations to contact the owners of record and to secure voluntary abatement of the housing. nuisance. WHEREAS, the owners of record did not abate the housing nuisance as requested. WHEREAS, the Board of Supervisors held a public hearing on August: 23,1994. found the dwelling to be a housing nuisance. NOW THEREFORE BE IT RESOLVED that the Butte County Board of Supervisors declares the dwelling located at 7850 Lava Street - AP# 059-096-019 Stirling City_ to be a public nuisance. PASSED AND ADOPTED by the Butte County Lcard of Supervisors this day of , by the following vote: AYES: NOES: ABSENT: NOT VOTING: Chairman of the Li,ae County Board of Supervisors ATTEST: By: John Blackl.ock, Chief Administrative Officer and Clerk of the. Board y c: VS . t ILI xJD.�,G riT nor, ,off ,a _ i v `tv •�u 3 dDWAZILM OA19UGH DZIAAJDH(I MOITUUJOZHSI srti bsnimt9isb bn� txJ;,)*gzni in9r(Ilmq:PQ IbW)H XmuoD 5114 odd *ZAHA-[HW 5!mmirn oi[duq s 9d ai 15mJ? y Q C iR bwmol gnillowb .ws..i gnituoH oisiZ MMONISD dliw sonsbl000s ni ,U sIAT Io zg9iz Its bsl9lgmoo insmiug9(I dilrM ylnuo:) AuE odi ,ZAgAgHw yvJnutov siuoez of bas Woos 'Io tionwo adi iosinoa o1 2noiislugo3j jo sbo0 sima�ilBO .!DDRRiun pizuod sib 10 insrneuds .bolzoupm es sonsziun gnizuod A Wsds ion bib InOw icy zt9nwo adj ,2Ag3lgHW brTuol.AQQI ,U �uguA no gnitseri oilduq s bled mzivtsquZIo. bro8 sdi ,?AHA31-IW .9ons2itIn gnizuod s ed o1 gnillowb ad) f nozivisquZ Io b*, uH YNruoD shag edt isdl CBVJO&U TI H8 HAOggRHHT WOZ s ed o1 e10 �niitil .QCO-�QO-Q�zO i�qA i 1Z ,Zsys.I OZ,$� 9 betsooi grti(t9wb sti3 E toeb .eonsaiun oilduq (fibzidl Z-102MNUZ10 L14' 3 Vi,7U0a WIDE[ edi Xd UX'gO(IA GGA QHZZAq :010v gniwo1103 sd1 Xd , 10 :?HOCA :?HOK :Tt✓IHZBA :OYtITOV TOK adi 10 nsmYisd:) z abnaqu2 to btsoH Ylnuoa wj,,tc :T?gaTA y hatinimbA. IaldO q1oo[ ul$ MOT � +Y inso8 rl1 Io ;jjalO brm 70o00 t �59L oBS-�i I I k` IT' i 1 f III IIII II II IIII I III III I IIII I I IIID �.1998—�0Z8163 • Recorded I REC FEE .00 Official Records i CONFORM .00 County Of CANDACEutte J. GRUBBS I Recorder i COMPLETE THIS INFORMATION: RECORDING REQUESTED BY: 03:46PM 07 -Jul -1996 i Pageii of 3 AND WHEN RECORDED MAIL TO: Butte County Department of Public Health 18 County Center Drive, Suite B Oroville, CA 95965 NOTICE OF LIEN 17168 Manzanita Stirling City, CA Document Title(:) 0 THIS SPACE FOR RECORDERS USE ONLY THIS PAVE ADDED TO PR(7VIDE ADEQI.IATE -SPACE FOR RECORDING INFORMATION (Additional recording fee applies) NOTICE OF LIEN 17168 Manzanita, Stirling City Pursuant to the authority vested in the undersigned by Division 13, Part 1.5 of the Health and Safety Code and California Administrative Code, Title 25, Chapter 1, Subchapter 1, of the State of California, the undersigned did on the 30th day of December, 1997, cause a nuisance to be abated on the real property hereinafter described; and the undersigned did on the 23rd day of June, 1998, by action duly recorded in its official minutes as of said date, assess the cost of such abatement, less the amount received from the sale of any building materials upon the real property hereinafter described, and the same has not been paid no any part thereof; and the said Butte County Department of Public Health does hereby claim a lien on said real property for the net expense of the doing of said work in the sum of $9.187.42, and the same shall be a lien upon said real property until the said sum, with interest at the rate of 6 percent per annum, from the said 23rd day of June 1998, has been paid in full and discharged of record. The real property hereinbefore mentioned, and upon which a lien is claimed, is that certain piece or parcel of land lying and being in the City of Stirling City, County of Butte, State of California, and particularly described as follows: Lot 11 in Block 11, of Stirling City, according to the Official Map thereof, filed in the office of the Recorder of the County of butte, State of California, August 3, 1903 in Book "4" of Maps, page 33. Butte County Assessor's Parcel Number: °059085-012 Property Owner: Robert O. Strickler and Harriet L. Strickler, his wife Reference Document: Butte County Board of Supervisors Resolution 98-104 Dated �4 Butte County Department o Public Health B Q� Thomas Reid, Director of Environmental Health CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Butte On July 7, 1998 before me, Marion A. Reeves, Notary Public Name and Title of Officer (e.g., 'Jane Doe. Notary Public') personally appeared Thomas Reid Names) of Signer($) ® personally known to me 5. oproved to me on the basis of satisfactory evidence to be the personA whose name is/0 subscribed to the within instrument and acknowledge to me that he/s a/tAy executed the same in his/Ir/t it authorized capacity(i , and at by hist/ /tWir signature on the ins ument the person , or the entity upon behalf of which a person X) acted, executed t e instrument. WITNESS my hand and official seal. 1 Signatur of otary Public MARION A. REEVES Commission # 1170840 Z Z Notary Puolic - Califomia Z ` Butte County My Comm. 5res Jan 24, 2002 Title of Document: Notice of Lien -17168 Manzanita Date of Document: July 7, 1998 Number of Pages: 1 plus this attachment and the County Recorder cover sheet mk :V July 14, 1993 Robert O. & Harriett L. Strickler.- P.O. trickler P.O. Box 158 .-Stirling City, CA 95978 RE: Butte County Code Violation 17168 Manzanita, Stirling City, CA AP#_059=085m012� Dear Mr. & Mrs. Strickler: ,butte Co DIRECTOR'S OFFICE DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538-7785 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Butte County Code Section 24-64 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. Pursuant to Chapter 24, Section 24-64, "All uses of land within a zoned district not specially authorized or permitted by the regulations are prohibited". The "U" (Unclassified) zone, (Section 24-195), does not "specifically authorize" large accumulations of. junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in a "U" zone. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk". Chapter 11, Section 11-4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view. Butte County Code Section 31-8 - The owner or tenant of any premises, business establishment or industry shall be responsible for the satisfactory removal of solid wastes accumulated by him on his property or his premises. Garbage shall not be allowed to remain on the premises for more than seven (7) days, to prevent propagation or attraction of flies, rodents or other vectors, and the creation of nuisances. Where garbage and rubbish are containerized together, the period of removal shall be that applied to garbage. I x Robert O. & Harriett L. Strickler July 14, 1993 _. - ._...... Page 2 GARBAGE: Shall include all kitchen and table food waste, and animal or vegetable waste that attends or results from the storage, preparation, cooking or handling of foodstuffs and shall include bottles, tin cans, and other containers and papers contaminated with garbage. RUBBISH: Includes._nonputrescible solid wastes such as ashes, paper, cardboard, tin cans, yard clippings, wood, glass, bedding, crockery, plastics,. rubber by-products and litter. REFUSE: Includes garbage and rubbish. In order to -comply with the Butte -County Code, you are hereby requested to: 1: Remove all garbage, rubbish and refuse from your property and maintain a . regular removal schedule in accordance with Butte County Code, Section 31-8. 2. Cease and .desist in the operation of an auto repair/auto dismantler business at the above -referenced address and that you remove all inoperative/junk vehicles from your property. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You -have thirty30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Frank Cook in this office at the address or telephone number listed above. Sincerely, liam Farrel, AICP Director of Development Services WF:FC:jc cc: Code Enforcement Building Division Environmental Health �� �/ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS a� 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovilly — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE d- n r r S -4r I cls S 9- DC'S' / Z— A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected.. Please notify this office when correction of work is completed. If you have any question pertaining to this , matter, or need additional explanation, please contact this office immediately. h 4 s f l µ i� JX n•:i fl. it• m{t r J " —, Date �/ /X' �� Inspector RIMite county DEPARTMENT OF PUBLIC HEALTH �j DIVISION OF ENVIRONMENTAL HEALTH Address . ❑ 196 Memorial Way ❑ 7 County Center Drive XI'747 Elliott Road Reply to Chico, California 95926 Oroville, California 95965 Paradise, California 95969 Telephone: 916/891-2727 Telephone: 916/534-4281 Telephone: 916/872-6308 July 8, 1986 Robert Strickler P.O. Box 158 Stirling City, CA 95978 Re: Housing Complaint. AP# 59-08®5-12, 612 Manzanita, Stirling Cid Dear Mr. Strickler: This department has received complaints alleging health or safety hazards in the above mentioned rental dwelling.* The Butte County Assessor's records indicate you are the owner of the property. On July 1, 1986; I visited the property and the tenant permitted me to make an inspection. The following conditions were observed which are in violation of the Health and'Safe.ty Code of California Section 17920.3 B-5,6,7,8,9,10,13; C-1,2; E; H; J; K; L;-0 and which present health and/or safety hazards to the tenants. 1) The front porch floor has holes in the floor and walls, and is sagging. The .staircases are in danger of collapse. 2) The garage has deteriorated siding, deterioration of the structure, and hazardous wiring. It also needs to be cleaned. 3) The wood stove is too close to combustible surfaces. The vent pipe is not necessarily to code. 4) The water heater lacks a vent and there is no'hot water. 5) The bedroom windows don't -open. Each bedroom needs two electrical outlets and adequate mounts of light. 6) There are holes in the walls and ceiling throughout the home. 7) The bathroom needs a vent fan and the toilet leaks. 8) The wooden foundation supports are deteriorating. The foundation is open on the side .of the home. Robert Strickler July,8, 1986 Page 2 9) The bedrooms aie'too small for the ember of occupants. 10) The wiring in and around the electrical meter is hazardous. 11) The siding is deteriorated throughout the outside of the home. 12) The propane tank may not be of an approved type. These conditions shall be corrected as follows and within THIRTY (30) DAYS from receipt of this notice. Obtain all required permits from Butte County Building Department, prior to making repairs. 1) Provide staircases with rails to the front porch and garage. Remove existing stairs. 2) Clean garage., Fix siding so it is weatherproof. Show that buildings will not collapse. Correct wiring problems. Clean interior. 3) Provide wood stove that is not a fire hazard and has a proper flue. 4) Provide hot water and vent to the water heater. 5) Provide openable windows. Provide adequate artificial light in bedrooms. Provide two electrical outlets per roam. 6) Fix holes in walls and ceilings throughout the home. 7) .Provide vent fan in bathroom. Fix leaky toilet. 8) Fix foundation so it can support the imposed loads. 9) Repair outside siding. Show that house is'weatherproof. .A re -inspection will be made. The building shall not be occupied if vacated until all repairs are made and approved. Failure to comply will result in the Franchise Tax Board being notified of your non compliance. You will then be prevented from claiming state tax deductions for taxes, depreciation, amort- ization, or interest expenses connected with the property as long as it remains substandard. This notice is given to you pursuant to Sections 17299 and.24436.5 of the California Revenue and Taxation Code. If you have any questions, please contact our office Monday through Friday be- tween 8:00 and 9:00 a.m. Sincer&v,d cc: I.. , erso i, R.S. ioai f Environmental Health jc �6 Nancy Corrie, Chico Health Department Z) Ann Michaels, CPS Bate couni LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENTOF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH r Address 0 196 Memorial Way 0 7 County Center Drive [j 747 Elliott Road Reply to Chico, California 95926Fl Oroville, California 95965 Paradise, ColiforAia 95969 Telephone: 916/891-2727 Telephone: 916/534.4281 Telephone: 916/872-6308 June 21, 1986 Pacific Gas and Electric 202 Pearson Paradise, Ca. 95969 Re: Robert Strickler P.0 Box 158 612 Mianzanita Ap # 59-08-5-12 Stirling City Gentlemen: The owner of the dwelling listed above has been notified that the building is in violation of certain subsections of the California Health and Safety Code, Section 17920.3 The power.is currently on and the buildings will be vacant on August 1, 1986. Please do not transfer this account to any new tenants without a clearance from this department. I an not requesting that the meters be removed at this time. S 91kel ; l , ohn Anderson, jlivis on of Entironmental Health J1A/jlat,' a n DESCRIPTION FLOOD LIGHT WALL MOUNTED LIGHT ELECTRICAL OUTLET 226V ELECTRICAL OUTLET CEILING MOUNTED OUTLET FLOOR MOUNTED OUTLET HIDDEN OUTLET SWITCHED OUTLET BREAKER BOX PHONE SMOKE DETECTOR SWITCH STArvr"r) 1/2' GYP. BOARD 3/4' PW TAG CTS IDr%i t I . �, -y au �:. 'VISION /(j.,x)A/L,Spo c= 3/4' STURDI FLOOR PW. GLUED AND SCREWED 7—Z //QS 0 16' o. c. R-19 BATT INSULATION ROOFING = ;SEE, ELEVATION , 15t % ROOFING FELT 1 VA7 GDx''PLYWOOD W/ CLIPS atJ_ T7¢6-:.�T�s ��y 4o c„ MIN. R-38: KRAFT FACED BATT 2X6 CEILING JOISTS �16'o.c 2 2X6 TOP PL. 2X4 CONTINUQU 2X4 LOOKOUT, 2x6 SUB -FASCIA IX2 TRIM.- IX6 FASCIA 3/8' EXT, PLYW( W/ 8'X 16' VENT; IX2 TRIM IX6 FRIEZE 2X6 SILL PL. — SSL RIM JOIST 1,�d ToE Na1.s @ -2X6 TOP PLATE 2X6 STUDS a 16'0.c. 15/32' OSB SHEATHIr TYVEK WRAP MIN. R=19 BATT INSUI FIBER CEMENT LAP c 2X6 SILL PL. l,'. -J -Tor- IJAII's Com, -1�;o o,c. CRAWL FOUNDATION SECTIONAL DETAIL 3/4' = I�_0• NOTE I.- OWNER TO VERIFY 8 APPROVE ALL ELECTRICAL 8 OUTLET LOCATIONS NOT NOTED. P OSSIBI F F1 nno 2X6 P.T. SILL EXPOSED CONC. BLOCK I . n,(; . =UV. I. ordl 39. A.' ELECTRICAL, PLUMBING, AND MECHANICAL NOT PLAN CHECKED E L E ( SYMBOL EFFICIENCY LIGHTING (permanently installed luminaries): section 15o KITCHEN - High efficacy OR up to 5o% of the total wattage can be low efficacy All high -efficacy and low -efficacy lighting must be controlled separately BATHROOM- I1-- High efficacy OR manual -on occupancy sensor k GARAGE - T -a /10's( High -efficacy OR manual -on occupancy sensor 7"ASAL_ LAUNDRY ROOM - High efficacy OR manual-on1. %6j n ,t occupancy sensor d' UTILITY ROOM - High efficacy OR manual -on occupancy sensor cT w zzzz ALL OTHER INTERIOR F-UtJIVIS (EXCEPT CLOSETS < 70 SQ. FT) - High efficacy OR manual -on occupancy sensor OR Dimmer OUTDOOR LIGHTING ATTACHED TO BUILDINGS High efficacy OR controlled by motion sensor w/manual-on/automat'ic off switch AND photo control R -oar,,, F,�M IL,%jG RAJ NOTICE DUTY OF COnDCOATIAki NELSON DESIGN GROUP, LLC.r R -1-1-01 Michael E. Nelson ARRIFTMO-0 f%^ Blease of these nln.� ',PMS P 40 60924 FLY] 1N A R N I No G! BCS1I-B1 SUMMARY SHEET - GU�IiDE FOR F GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, Installing and temporary bracing of trusses. Refer to SCSI 1-03 Guide to Good Practice for Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the SCSI -83 Summary Reinforcement for more Information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no est6n marcados de ning6nmodo que Identifique la frecuencia o localizad6n de los arriostres (bracing) temporalss. Use las recomendaciones de manejo, Instalad6n y arriostre temporal de los trusses. Vea el f&ja para mayor informad6n Los dibujos de disefio de los lasses pueden especificar las Iocalizadones de los arriostres permanentes en los mfembros individuates en compresi6n. Vea la hoja res6men miembros secundarios (webs) pat mayor informad6n. EI resto de arriostres permanentes son la responsabflidad del Disehador del Edifido. The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre Maidecuados, puede ser la caida de la estructura o aun peor, muertos o heridos. Banding and truss plates have sharp edges. Wear 0 gloves when handling and safety glasses when vi cutting banding. Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando a Corte los empaques. HANDLING - MANEJO QAllow no more No permits mas Use special care in than 3" of defiec- de 3 pulgadas de windy weather or tion for every 10' pandeo por cada 10 near power lines of span. pies de tramo. and airports. 10, A 10' A e•mex. _ IT _ t>. I+' to I 1a Lr J Pick up vertical Levante de la cuerda t • bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK eXr? e W pb •.Q t .a 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 una semana o mds deben ser elevados con bloques a cada 8 o 10 pies. Imo( For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amfento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventllacl6n. Utilice cuidado especial en dias ventDsos o cerca de cables electricos o de aeropuertos. Q Avoid lateral bending. — Evite la Flexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO �+ 0 Trusses 20' or _ - ; % `; ; 1-7f Trusses 30' or less, support IJ less, support at at peak. t/ quarter points. f7 Levante Levante de del pico los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 to 30 Trusses hasta20 pi I Pies o menos. I Tru Trusses up haes L 30 pies HOISTING — LEVANTAMIENTO I /( Hold each truss in position with the erection equipment until temporary bracing is Installed and Ll truss is fastened to the bearing points. Sostenga cada truss en posici6n con la gr6a hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de m6s de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO FOR LONGTTUO DEL TRUSS 60• or less Approx. 1/2 �I truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Toe inn / Toe -in Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' _ TRUSSES HASTA 60 PIES Locate Spreader bar Attach above or stiffbadc 10' o.c. max. mid -height Spreader bar 2/3 to �— 3/4 truss length --- Twin. Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE © Refer to BCSI-B2 Summary Sheet - Truss Installa- v lion and Temporary Bradna for more information. Vea el resumen BCSI-B2 - Instalad6n de Trusses Q y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueltos. Locate ground braces for first truss directly t • t in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en Ifnea con cada una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) nin. IINSTALLING AND BRACIING OF METAL PLATE CONNECTED WOOD TRUSSES BRkING FOR THREE PLANES OF ROOF EL XRRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Spreader bar f\or. Lon itud de Tramo truss bundles i Up to 30' e���e Hasta 30 pies 10 pies maxfmo •" O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. Q Avoid lateral bending. — Evite la Flexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO �+ 0 Trusses 20' or _ - ; % `; ; 1-7f Trusses 30' or less, support IJ less, support at at peak. t/ quarter points. f7 Levante Levante de del pico los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 to 30 Trusses hasta20 pi I Pies o menos. I Tru Trusses up haes L 30 pies HOISTING — LEVANTAMIENTO I /( Hold each truss in position with the erection equipment until temporary bracing is Installed and Ll truss is fastened to the bearing points. Sostenga cada truss en posici6n con la gr6a hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de m6s de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO FOR LONGTTUO DEL TRUSS 60• or less Approx. 1/2 �I truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Toe inn / Toe -in Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' _ TRUSSES HASTA 60 PIES Locate Spreader bar Attach above or stiffbadc 10' o.c. max. mid -height Spreader bar 2/3 to �— 3/4 truss length --- Twin. Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE © Refer to BCSI-B2 Summary Sheet - Truss Installa- v lion and Temporary Bradna for more information. Vea el resumen BCSI-B2 - Instalad6n de Trusses Q y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueltos. Locate ground braces for first truss directly t • t in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en Ifnea con cada una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) nin. IINSTALLING AND BRACIING OF METAL PLATE CONNECTED WOOD TRUSSES BRkING FOR THREE PLANES OF ROOF EL XRRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Lon itud de Tramo Es aciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maxfmo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies m3ximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies mdximo 60' to 80'* 4D.C. max. D.C. 60 a 80 pies* 4' maxfmo *Consult a Professional Engineer for trusses longer than 60'. *Consul a un ingeniero para trusses de mas de 60 pies. Q See BCSI-B2 for TCTLB options. Vea el BCSI-82 para las opciones de TCTLB. ® Refer to BCSI-B6 Summary Sheet - Gable End Frame Bracing. Repeat diagonal Maces. Vea el resumen �I_� _ 6mekn Repita los arriostres del truss terminal diagonales. de un [echo a dos aguas. 17f Set first five trusses with spacer pieces, then add diagonals. Repeat LJ process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12'length lapped over two trusses. . 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces every 30 truss spaces (20' max.) 30'-15' max. same spacing as bottom chord lateral bracing Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTEI 46 BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3.2 Y 4x2 ®Refer to SCSI -B7 -B7 Maximum lateral brace spacing Summary Sheet 10' o.c. for 3x2 chords - Temporary and15' o.c. for 4x2 chords Diagonal braces Permanent Bracing Ip' of �`' every 15 truss for Parallel Chord spaces (30' max.) Truefor more information. Vea el res6men BCSI-B7 - Arriostre temporal v_. pernanente de The end diagonal trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed Lateral braces informad6n. on vertical webs in line 2x4xIT length lapped with the support. over two trusses. INSTALLING - INSTALACION 1 /1 Tolerances for Out -of -Plane. — Tolerancias pat Fuel -de -Plano. IJax. Truss Lengthy Max. Bow Max.MexBow Bow Length ---. -------.....................- 3/4° 12.5' Max Length yN' ~ Length ► 7/8° 14.6' Q Tolerances for D/50 D (ft.) 1° 16.7' Out-of-Plumb.1/4" 1' 1-1/8' 18.8' Tolerancias paraI 1/2" 2' 1-1/4° 20.8' Fuera-de-Piomada. n 3/4° 3' 1 cam Plumb bob V. 4' Clay Tile 1-1/4" 5' D/5o max i I- - 1-1/2" 6' 1-3/4° 7' 2° a 8' 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 consbucci6n hasta que todos los arriostres Material Height (h) esten colocados en forma apropiada y Segura. Gypsum Board 12" Do not exceed maximum stack heights. Refer to BS5I--134 Asphalt Shingles 2 bundles Summary Sheet -Construction Loadina for more information. Concrete Block e" No exceda las m3ximas alturas recomendadas. Vea el res6men BCSI-B4 Caraa de Construcd6n para mayor informaci6n. IF _, ,lllli Do not overload small groups or single trusses. No sobrecargue pequefios grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre Lantos trusses como 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, ]obsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Dahos de trusses, Modificaciones en la Obra y Erores de Instalad6n. Do not cut, alter, or drill any structural member of a truss unless spedfically permitted by the Truss Design Drawing. No corte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del disefio del truss. ®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 redudr o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and sane 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 will put Boor and roof trusses Into place SAFELY. These recommendations for handling, installing and bmdng wood trusses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibliides involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor. It Is not Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Archl ect, Engineer, the Building Designer, the Erectlon/Installation Contractor or otherwise) for handling, Installing and bradng wood trusses and It does not predude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from Ore use, application, or reliance on the recommendations and Information contained herein. . \,� WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 * Adexandira, VA 22314 608/274-4849 • www.woodtruss.com 703/683.1010 wwvvApinst.org BIWARN11x17 20050501 ri A DV►E RTiE N C*�IA ! HOJA RESUMEN DE LA GUTA DE BUENA PRAC�TrICA PARA EL MANEJO, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CnNF(a,.TADOS CON PLACAS DE METAL Plywood or OSB 16" Clay Tile 3-4 tiles high Do not exceed maximum stack heights. Refer to BS5I--134 Asphalt Shingles 2 bundles Summary Sheet -Construction Loadina for more information. Concrete Block e" No exceda las m3ximas alturas recomendadas. Vea el res6men BCSI-B4 Caraa de Construcd6n para mayor informaci6n. IF _, ,lllli Do not overload small groups or single trusses. No sobrecargue pequefios grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre Lantos trusses como 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, ]obsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Dahos de trusses, Modificaciones en la Obra y Erores de Instalad6n. Do not cut, alter, or drill any structural member of a truss unless spedfically permitted by the Truss Design Drawing. No corte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del disefio del truss. ®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 redudr o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and sane 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 will put Boor and roof trusses Into place SAFELY. These recommendations for handling, installing and bmdng wood trusses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibliides involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor. It Is not Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Archl ect, Engineer, the Building Designer, the Erectlon/Installation Contractor or otherwise) for handling, Installing and bradng wood trusses and It does not predude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from Ore use, application, or reliance on the recommendations and Information contained herein. . \,� WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 * Adexandira, VA 22314 608/274-4849 • www.woodtruss.com 703/683.1010 wwvvApinst.org BIWARN11x17 20050501 ri A DV►E RTiE N C*�IA ! HOJA RESUMEN DE LA GUTA DE BUENA PRAC�TrICA PARA EL MANEJO, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CnNF(a,.TADOS CON PLACAS DE METAL A R N I N G! BC•SI-Bl UMMARSHEET NG- U�I10VRHT+! GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify Los Lasses no estan marcados de ningun modo que the frequency or location of temporary bracing. identifique la frecuencia o localizaci6n de los arriostres Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo, installing and temporary bracing of trusses. instalaci6n y arriostre temporal de los trusses. Vea el J&W Refer to BCSI 1-03 Guide to Good Practice for Bal 1-03 GLIB de Buena Pralad6n Handling. Installing &Bracing of Metal Plate y Arriostre de los Trusses de Madera Connectados con Connected Wood Trusses for more detalled Placas de Metaloara para mayor informaci6n. information. Truss Design Drawings may specify locations of Los dibujos de diseno de IDs Lasses pueden especificar permanent bracing on individual compression las localizaciones de los arriostres permanentes en IDs members. Refer to the BCS! -3 Summary in co individuates en mmpresi6n. Vea la hoja 125SIme0 Sheet -Web Member Permanent Bracing/Web BCSI-63 nerd los arriostres Dermanentes y refuerzos de los Reinforcement for more information. All other miembros secundarios (webs) para mayor infonnad6n. EI permanent bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del of the Building Designer. Disenador del Edifido. Q The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalad6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear 46 gloves when handling and safety glasses when ®Bpm cutting banding. Empaques y placas de metal tienen bordes afilados. Use'guantes y lentes protectores cuando Corte los empaques. HANDLING - MANE]O Allow no more No permita mas Q Use special care in than 3" of deflec- de 3 pulgadas de windy weather or tion for every 10' pandeo por sada 10 near power lines of span. pies de tramo. and airports. Pick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verbcales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK 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 una semana o mas deben ser elevados con bloques a cada 8 o 10 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. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Spreader bar for, truss bundles i O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. Q Avoid lateral bending. — Evite la flexi6n lateral.. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or Trusses 30' or less, support , ` LJ less, support at t� , at peak. �� i quarter points. f Levante Levante de del pico los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 f Trusses up to 20' i I pies o menos.ITrusses up to 30' Trusses hasta 20 pies -*Trusses hasta 30 pies HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posici6n con la gr6a hasta que el arriostre temporal est6 instalado y el truss asegurado en IDs soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de mas de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less �— Approx. 1/2 --,_I truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Toe -in �\ / T` oe-in I Spreader bar 1/2 to Tagline -IJ4�/E/— 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar Attach above or stiflfback 10' D.C. 1 mid -height I Spreader bar 2/3 to �— 3/4 truss length —� TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE Q Refer to BCSI-B2 Summary Sheet - Truss Installa- v tion and Tempos Bracino for more Information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses a 4 y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No Gamine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con soda una de las filas de arriostres laterales tempordles de la cuerda superior. Brace first truss well t— before erection of additional trusses. UU a Top Chord Temporary Lateral Bracing (TCTLB) HO)D A RESUMEN E LA GUTA DE BUENA PRAGTICA min. [ANG, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO C1This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD— CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 ies* 4 pies maximo -Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. Q See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las opciones de TCTLB. ® Refer to BCSI-B6 Summary Sheet - Gable End Frame Bracing. I'7f Repeat diagonal braces. Vea el res6men IJ BCSI-86 -Arriostre Repita IDs arriostres del truss terminal diagonales. de un techo a dos aquas. Set first five trusses with spacer pieces, then add diagonals. Repeat 10 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 hasty que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. , 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces every 30 truss spaces (20' max.) 10'-15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTEll BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-87 Maximum lateral brace spacing 12" Summary .heat 16" 10' D.C. for 3x2 chords Q Max. Bow Mar. Bow �l Temporary and 15 15' D.C. for 4x2 chords Diagonal braces Permanent Bracing gyp' o< 7/8" every 15 truss for Parallel Chord spaces (30' max.) Trrrccpc for more 1 ° 16.7' Out -of -Plumb. information. 1/4" V Vea el res6men BCSI-B7 -Arriostre 18.8' Tolerancias para 1/2° 2' temporal v Permanente de The end diagonal 20.8' Fuel-de-Plomada. d3/4° trr ICGPC do c erdas brace for cantilevered peralelas para mayor trusses must be placed Lateral braces Plumb informaci6n. on vertical webs in line 2x4x12' length lapped p ibob with the support. over two trusses. INSTALLING - INSTALACION Gypsum Board 12" Tolerances for Out -of -Plane. — Tolelancias para Fuera-de-Plano. 16" Asphalt Shingles Q Max. Bow Mar. Bow �l Max. Bow Truss Length � �-- ► Max. Bow Length — fLength- 3/4° 12.5' 7/8" 14.6' Q Tolerances for D/50 D (ft.) 1 ° 16.7' Out -of -Plumb. 1/4" V 1-1/8° 18.8' Tolerancias para 1/2° 2' 1-1/4" 20.8' Fuel-de-Plomada. d3/4° I Plumb 3' p ibob 1 ^ 4- , D/so max I CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo 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 hasta que todos los arriostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSI-B4 Summary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construcci6n para mayor informaci6n. Materiel Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3.4 tiles high Do not overload small groups or single trusses. No sobrecargue peque"nos grupos o trusses individuates. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI-B5 Summary Sheet - Truss Damagetobsite Modifications and Installation Errors. Vea el res' mon BCSI-B5 Da"noc de trusses Modificaciones en la Obra y Errores 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 este especificamente permitido en el dibujo �aw del disefio del truss. ®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 Fattkante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss 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 parry. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put floor and roof trusses Into place SAFELY. These recommendations for handling, Installing and bracing wood Lasses are based upon the collective expedence of leading terhnkal 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 Erection/Installation Contractor. It is not Intended that these recommendations be Interpreted as superior to any design speciflratim (provided by either an Architect, Engineer, the Building Designer, the ErecdoNlnstallation Contractor or otherwise) for handling, Installing and bracing wood trusses and it does not prelude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood Truss Coundl of Amedce and the Truss Plate Institute expressly disdalm any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. fil__ W ER 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.org BIWARN11x17 200SOSDI MANE)O, INSTALAC-ION Y ARR-IOSTRE DE LOS TRUSSES DE MADEPA CONECTADOS CON PLACAS DE METAL