Loading...
HomeMy WebLinkAbout040-280-072040-280-072 3 PERMIT#95-0622 ,WEIGLEIN, Ana • 9097 Goodspeed Rd., Durham`_ Cont: Chico Electric �Q Ele Ser Ch/SF B07-2036 040-280-072 MISCELLANEOUS Patio Cover/Cvd Pch COVERED PATIO 14X 15=210 9097 GOODSPEED ST i� BLACK, JAMES & CYNTHIA REVD B07-2037 040-280-072 MISCELLANEOUS Re -Roof REROOF COMP 21 SQ.'S j 9097 GOODSPEED STREET BLACK, JAMES& CYNTHIA REVO I 6aviazd 10 -2,6o—G72- q' d o 901 G ° S b > o i `66�v��'`�� � O Cs� CJ 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: 9097 GOODSPEED STREET Owner: Permit No: B07-2037 APN: 040-280-072 BLACK, JAMES & CYNTHIA R Issued Date: 09/27/2007 By TMP Permit type: MISCELLANEOUS 9097 GOODSPEED ST Subtype: Re -Roof DURHAM, CA 95938 Expiration Date: 09/26/2008 Description: REROOF COMP 21 SQ.'S (530) 342-2169 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: BLACK, JAMES & CYNTHIA REVO BLACK, JAMES & CYNTHIA Building Garage Remdl/Addn 9097 GOODSPEED ST 9097 GOODSPEED ST DURHAM, CA 95938 DURHAM, CA 95938 Other Porch/Patio Total (530) 342-2169 (530) 342-2169 FEE INFORMATION DBMSC Re -Roofing $144.50 Total Charged: $144.50 Fees Paid: $144.50 Balance Due: $0.00 Receipt No: B4787 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires .1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License BLACK, JAMES & CYNTHIA RE OL:CRW_00373817 / / 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 Contractors 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 09/27/2007 the applicant to a civil penalty of not more than five hundred dollars [$500); check one of the following: Contractors Signature Date Please 1. AS OWNER OF THE PROPERTY, OR MY WAGES AS THEIR SOLE '• COMPENSATION, WILL DO THE WORK, A DMPLOYEES THE ST UCTIURE IS NOT (INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND the work himself or herself or through his or her own employees, provided that such improvements ❑I 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.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: 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 need not a competed if the permit is or one hundred dollars ($100) or less.) I AM EXEMPT under Section B. & P.C. for this reason: ❑I 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'X 09/27/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Own s Signature Date provisions. X 09/27/2007 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 Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the 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 er or am thorized to act on the property owner's behalf. �qL09/27/2007 CONSTRUCTION LENDING AGENCY 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) gz-w—ner ❑ Contractor OR.Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip 4 (0 0 0 0 �0 10 T BUTTE COUNTY %,,*0 DEPARTMENT OF DEVELOPMENT SERVICES 0 BUILDING PERMIT APPLICATION 0 OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 0 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last te,, Address First me t Mailing Address Zip City 0 Staf& _ Zip9 S 3 Phone �• _ t Fax S �a Email Fax CONTRACTOR Name Address City State Zip Phone Fax E-mail uc. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name �1 \� oln Z: Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNA URE X Cj PERMIT NO. Coq -20.3, BIN # PROJECT LOCATION AP# ACIO -0-;, Property Address e City •z.,. 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 DESCRIPTION OR SCOPE OF WORK: pjyn Sq FT- Living Garage Open Cov S—"Structure Built without Permits ❑ Proposed Change of Occupancy . (Note previous use): For office use only: Zoning �j� Flood Zone SRA Yes No Occ. Type Const. 1 41 66-09-28Leslie Schroeder YM /.2.5�7� +475 So.Park Dr., ,C;'2, Magalia contr: Fisci Bros., Paradise rPermit `27 7-77P,E(util�i) ELEC. // I GAS SUPP T TRUCTURE REQ. ,COMPACTION TEST REQ. '-A-Q f t6-09-28 Pe mit ?. 1 _ 66-09-28- I contr: John Doremus, hic Permit #3614-77MHI i Issued , 66-09-28 Permit X4214-77B,(new deck/MH) i /166-09-28 tcontr: Bruce Roethler, Paradise 'Permit #5242-78B,E(new private garage) NEW OWNER: JOHN MAGEL66-09- 8 13694 So. Park Dr., Magalia�rrZ�e� y Cont: Sierra Mobile Service & sply Permit #2777-88B(patio awning/MH) I COUNTY OF BUTTE DEPA. TMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number 1-17 n 7- % 7/----:' for the following location: Owner !.,.�-x r-, r,.h•�-,ti--<...;:�..��:. Owner's Address Mobilehome Mfg. Model Year Insignia No. L - U Serial NoJTV It is hereby certified for occupancy at the above described location and may be occupied. Director-.of Public Works Date % ;. 'a i i By THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED I LONG'FELLow'LuMB'ER COe'INC* Quality Design • Floor, Wall & Roof Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 9 (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: JIM BLACK Address: 9097 GOODSPEED DURHAM r:1n C -20E (Rev. 5/05) Job No: GARAGE 0- S I N TY SUILDIrk . ­ AVISION APPROv'En 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 Symbols Numbering System A Genera! Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Prope" 1 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. 118- C2 C3 J5 2. Cut members to bear tightly against each 17 0 a w. c other. 3. Place plates on each face of truss at each o joint and embed fully. Avoid knots and wane p at joint locations. ' For 4 x 2 orlentaflon, locate d 4. Unless otherwise noted, location chord splices Ce �, �, 0 plates 1 /8" from outside edge of at 114 panel length (f6" 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 x 4 to Second all respects, equal to or better than the grade perpendicular slots. BOCK 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 ceiling Is Installed, unless otherwise 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. ® TM Li HYDRO ASR ® PANCLIPEL ©1993 Mitek Holdings, Inc. GANG -NAIL 0 . STANDARD GABLE END DETAIL M11/SAC - 20AA 1/21/2005 PAGE 1 OF 2 CONT *DIAGONAL OR L -BRACING REFER TO TABLE BELOW SEE PAGE 2/2 FOR —ALTERNATE BRACING DETAIL — 1X4 OR 2X3 (TYP) VARIES TO COM. 12 TRUSS VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADING(psfl SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 14.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL "10.0 Code ASCE 7-02 TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFUSPF/HF - STUD/STD SHEATHING (BY OTHERS 3 1/2" �1 112" NOTCH AT 24" O.C. (MIN.) TOP CHORD NOTCH DETAIL 3x5= MiTek Industries, Inc. Westem Division 24' MAX H //II 24- 6.c. 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW END WALL IGID CEILING MATERIAL DETAILA LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-0" 2 - 16d OVER 8'-611 4 - 16d RS. NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 3; CONNECTION FURNISH COPY OF THIS DRAWIO G TO CONTRACTOR FOR BRACING INSTALLATION. M CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. OCT' A sn c5} 2006 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT ll�� 0 U K �lj 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'-8". 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 B' 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. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 O WARMNG- Verify design parameters and RF -AD N07ZS ON 27US AND AJCLADED Mm7FJCREFERENCE PAGO MU 7473 BEFDRS ABR. MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L- BRA 12 INCH O.C. 5-10-0 11-8-0 8- 0-0 6 INCH O.C. 24 INCH O.C. RS. NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 3; CONNECTION FURNISH COPY OF THIS DRAWIO G TO CONTRACTOR FOR BRACING INSTALLATION. M CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. OCT' A sn c5} 2006 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT ll�� 0 U K �lj 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'-8". 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 B' 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. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 O WARMNG- Verify design parameters and RF -AD N07ZS ON 27US AND AJCLADED Mm7FJCREFERENCE PAGO MU 7473 BEFDRS ABR. 7777 Greenback Lane Design va0d for use only wllh MITek connectors. This design Is based only upon parameters shown, and Is for an Individual bunding component. " Suite 109 Citrus Heights, CA, 9581 Applfcobtny of design paromenlers and proper Incorporation of component Is responslbinly of bullfrog designer- not truss designer. Bracing shown Is for lateral Individual Additional temporary bracing to support of web members only. Insure sloblBty during construction Is the responsibl®ly of the erector. Addillonol permanent bracing of the overall structure Is the responslbiBly of the building designer. For general guldon 'a regarding rabdmllon, quality conlrol storage, delivery, erection and bracing. consuil ANSI/TPI1 duality Cdteda, DSB-89 and BCSII Bunding Component Safety Infannallon available from Truss Plate Institute, 583 D'Onoldo Drive, Madison, WI 53719. M ITek� { STANDARD GABLE END DETAIL MII/SAC - 20AA 1/21/2005 PAGE 2 OF 2 4- 10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2- 10d (TYP) SIMPSON A34 — OR EQUIVALENT LEDGER 2X4 No. 2 OR BTR GABLE EN 6'-3" MAX TO BEARING WALL 45° STRONGBACK 2X4 No. 2 OR BTR ^qr 2X4 BLOCK `2X4 S D OR BTR SPACED @ V-0" O.C. SHALL E PROVIDED AT EACH END OF BRACE EXCEPT FOR BRACE EXTENDED INTO E CHORDS & CONNECTED TO CHO S W/ 4= 1Od NAILS. . MAX. NGTH = T-0" STANDARD TRUSSES SPACED @ 24" O.C. ALTERNATE BRACING DETAIL "NOTES X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. OCT 1 3 2006 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 ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING. CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG. OR QUALIFIED BUILDING DESIGNER. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'4" O.C. MAX. 4. -PLEASE CONTACT TRUSS' ENGINEER IF THERE ARE ANY QUESTIONS. Q WARNING. Ver(& deatgn parameters and READ NOTES ON TMSAND 24CLUDED MTERREFE MCE PAGE AW -7473 BEFORE USE. rm Greenback Lena �® Design veld for use onlywllh MITek connectors. This design Is based only upon paramelen shown, and Is for on Individual building component. Suits 109 Appleabiitty of design paromenlers and praperfncorporollon of component Is responsibNly of building designer- not truss designer. Bracing shown Citrus Heights, CA, 8501 is for loleral support of Individual web members only. Additional temporary bracing to Insure slabilily during construction Is the re5ponstbg0ly of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, qua9ly control storage. delivery, erection and bracing, consull ANSI/TPI1 Quality Criteria, DSB-BP and BCSII Building Component m Safety Infortnallon available from Truss Plate Institute, SB3 DOnplrio Drive, Madison, WI537i9. M iTek Job Truss Truss Type Qty Ply 0 0 BLAC0408 Al COMMON 12 1.25 830096723 !Job Reference foplignall — --,., , -. — r.wu s uan "zwa mi I ek Inausines, Inc. Wea Apr un OH34:38 2009 Page 1 .2-0.0 i slap l 11.0.0 l 10 .o I 22.0.0 i 2440 � 2-" 5-10.0 5.2-0 sea 5.10.0 2-0-0 &ab • 1:41.0 4.6 = 4 10 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.07 6-8 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.25 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code IBC2006/TPI2002 (Matrix) Weight: 92 lb LUMBER TOP CHORD 2 X 4 OF NoA G BOT CHORD 2 X 4 OF No.1 G WEBS 2 X 4 OF Std G REACTIONS (Ib/size) 2=997/D-3-8.6=997/0-3-8 Max Horz2=50(LC 5) Max Uplitt2=-168(LC 5), 6=-168(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1673/227, 3-4=-1469/238, 4-5=1469/238, 5-6=-1673/227 BOT CHORD 2-10=199/1476,9-10=100/1013,8-9=100/1013, 6-8=152/1476 WEBS 3-10=313/54, 4-10-111/497, 4-8=111/497, 5-8=313/54 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. n NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; TCDL=6.Opsf; BCDL=4.2psf; h=258; Cat. II; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard O0?,o ESS/pN� S.UJ M T�Nc��ti E04 OF April 8,2009 Qk wARNIN(T•Verrfj Alsignp—nz cep dNPAI)N07Ti6ONTi11SAN0INU,UDP.OMTr.KRL•FBRGNCG•!'d6SId7r-7473-r.l0-'08DRFOR6(!SL Design valid for use only Win Welk connectors. This design is based only upon parameters shoe n. and Is for on individual building component. Applicability of design parementers and proper Incorporation of component Is responsibTty 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 responsdbiAlty of the WOW erector. Addlibnat permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrk:otion. quality control, storage. delivery, erection and brocing, consult ANSI/TPII Quality Criteria, DSO -89 and SCSI Bunding Component 7777 Greenback Lane, Suite 109 Safety InlormaBon available from Truss Plate Institute, 281 N. Lee Street. Suite 312, Alexandria, VA 22314. Citrus Heights, CA, 95610 Job Truss Truss Type Oty Pty 0 0 TOP CHORD 2 X 4 DF No.t G TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins. BOT CHORD 2 X 4 OF No.1 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 830096724 BLAC0408 B1 .COMMON 21 1 Max Uplift2=-185(LC 5), 6=1185(1-C 6) 2.0.0 5.7.0 5.11.0 5.11.0 r.uou s dan zz zuua ryI i ex Ina sines, Inc. wed Apr O9 09:34:39 2009 Page 1 0-7.0 2.0e S.* • 1:45.7 8.6.10 5.44 = me = 3.4 = 7.10-11 8810 la LOADING (pso TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code IBC2006/TP12002 CSI TC 0.29 BC 0.49 WB 0.24 (Matrix) DEFL in (loc) Vdefl L/d Vert(LL) -0.11 6-8 >999 240 Vert(TL) -0.39 6-8 >761 180 Harz(TL) 0.08 6 n/a n/a PLATES GRIP MT20 220/195 Weight: 104 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.t G TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins. BOT CHORD 2 X 4 OF No.1 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X'4 OF Std G REACTIONS (Ib/size) 2=1117/0-3-8,6=1117/0-3-8 Max Harz2=55(LC 5) Max Uplift2=-185(LC 5), 6=1185(1-C 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1932/264, 3-4=1697/276, 4-5=1697/277, 5-6=1932/265 BOT CHORD 2-10=234/1710, 9-10=116/1163, 8-9=116/1163, 6.8=-180/1710 WEBS 3.10=366/64, 4-10=131/581, 4-8=131/581, 5-8=366/65 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; TCDL=6.Opsf; BCDL=4.2psf; h=25ft; Cat. ll; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �oQRQFESS/�N�` S. TjNC Fy CD UJ C;04 3 � Of * E 0 April 8,2009 ® wARMNG - Vcri/)j design p-mtt- and READ NO77iS ON 771/8 AND INCLIIDPO hVTVK IMPBRBNCG 1'Aori J411.7473 - 10-'08 DBFORB (NP- Design NP �` Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is far on Individual building component. Applicability of design paramenters and proper Incorporation ol.component Is responsibility of buikding 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 KWIC o erector. Additional permanent bracing of the overall structure is the responsibility of the building designee. For general guidance regarding _ Fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/IPII Quality CAterla, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Intarmation available from Truss Plate Institute, 281 N. Lee Street. Suite 312, Alexandria, VA 22314. Citrus Greenback k L ne, Su 040-280-072 '.PERMIT#95-0622 x WEIGLEIN, Ana '� L ii. 9097 Goodspeed Rd.`;!Durham Cont : Chico Ele'ctrc Ele Ser'Ch/SF's 0 OFFICE COPY ' 0 Address ��'g��-P GAS Meter By Date ELECTRIC -� Meter By Date ��� r r I t OFFICE COPY ' 0 Address ��'g��-P GAS Meter By Date ELECTRIC -� Meter By Date ��� , �• •••-• �zr..- COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIV I ION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 1 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER OA(1-780­072 ZONING A5 BUILD G PERMIT OWNER ANA WPTGI.FTN TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS !9()97 GOOMFRI) RI). THIRTIAM 459-18 CONTRACTOR'S NAME CHIM ELECTRIC TELEPHONE 1891-1933 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTIONLENDER UNINOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHRECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 9097 GOODSPEED RD DURHAM PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SFXV Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UBlites ❑ Installation ❑ Other ❑ Describe Work: 100 AMP SERVICE CHANGE Mobile Home I S I GI W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filing Fee 20:00 Main Service a OR LESS M ( 2000A OR LESS ) 23.o0 3.00 Main Service ( 200A To 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is 'n full fore a d effect. License Class Lic. No. C' �� OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P tY , P 1 rY P 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 OCCUP. SO. OR AD NS. a ACC. BLOB. ) 3.5¢ FT. NEW CONST. MULTI.OUTLET NON-RESID. BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) B20 @ 1.� Ex. Occup. OUTLETS PR SD.OR 5..0 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 43.00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I ertify that in the performance of the work for which this permit is issued, I shall t employ an person in any manner so as to become subject to workers' c mpensation I s o California, and agree that if I should become subject to the w rkers' compe sati n provisions of section 3700 of the Labor Code, I shall f hwith compl wit those provisions. 0.. X _ Date _ �J Signature o AI a t 7-0 Owner Contractor ❑ Agent An OSHA permit is required for excava onover 50" deep and demolition or construction of structures over in height. Mobile Home Installation Fee Is Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43. HAZ. D. FE C F PO HD ISSUFJ tf/� This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Bute Y j PERMIT EXPIRES ON C//�A7, I (Date) c-3sttorriees ReceiptNo. /L1 �� 1 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT GCOUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING ION 7 .County Center Drive - Oroville,California 95965 - Telephone (916) 538-75 1 PERMIT NO. APPLIC010N AND PERMIT ASSESSOR PARCEL NUMBER ZONING A5 BUILDAG PERMIT OWNER ANA i TELEPHONE SO, FT, OCC. I BUILDING VALUATION OWNER'S MAILING ADDRESS 9097 REED RD, DURHAM990-18 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS 36 141 RD, CHTIC-095926- CONSTRUCTION LENDER UNMOWN Fireplace Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDINGADDRESS - 9097 GOODSPEED RD DURHAM PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LAT NO. S UBDNIS ION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 USE OF STRUCTURE SF)} 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 ❑ Describe Work: 100 AMP SERVICE CHANGE — Mobile Home ISI GI W1 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20:00 Main Service ( 1%0 00VA0A OR LESS LERS / ) 23.00 23.00 20OR Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is 'n full forcq d effect. „) CCS✓ License Class Lic. No. OWNER -BUILDER DECLARATION (,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. ( 8 ACC. BUDS. ) 3.50 F7. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS 8 SINGLE OUTLET CIR. / Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 aAL .30 Ex. Occup. OFIXEEDrs PaUNS. OR ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 FT I PERMITFEE $ 43.00 Contractor WORKERS' COMPENSATION DECLARATION 1 h_e�eby affirm under penalty of perjury one of the following declarations: 7M` I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall t employ an person in any manner so as to become subject to workers' c mpensation I s o California, and agree that if I should become subject to the w rkers' compe sati 'Cof of section 3700 of the Labor Code, I shall fo hwith comp) wit those provisions. c e-- X _ Date _ A` !`� Signature o Applica t - ❑Owner Contractor ❑Agent An OSHA permit is required for excava ons over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 43.0 HAZ. D. F PD HD (SSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY —Date 3 r 41 PERMITEXPIRESON �A -6 I Date) Receipt No. I? U �b� WHITE-D.D.S.-B.D. CAN RY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i' C""""t"r"'��+i1+M.� 3tt :K�Y7i '�` r�-•'Fw'++M•^..Nw' �, �.-.»r.-4--.r. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILD/IN DIVISION 'y 7 COUNTY CENTER DRIVE - OROVILLE, CAUF 0MA95965 -TELEPHONE (916) 5 8-41� PERMITAPPLICATION DATA SHEET OWNER Ame 1-J, %i I G L I q A. P. No. y d ' Zg - 'D- Z Proposed Building Use sly 5&Ad ice Building Inspector C Date At time of p rmit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted .......... ....................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete`plans, 3/4 sets, signed by preparer�of plans . . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet`?signature on plans . ............. 5. Hazardous Material Form ............... \........................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... ' 10. Fees of $ .................... ..-.................... 11. Impact fees as shown on attached schedule. ........: 12. California Department of Forestry Ian approval/fees. ....'. . r` 13. Flood elevation letter (100 year flood) by California Engineer. :.................. 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ............................ ............. . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ...... r Pre -Inspection request 20. Pre -inspection for required. .. to Building inspector -.r (Date) r ' 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... - 23. Owner -Builder Verification (Given to owner , Mail to owner ............ .. 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ......... . . . .4. . . . . . . . . . . . . . . . . . . . . . . . . . . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... ' 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . .....................:.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... i32. Plan check list . ..................................................... 33. t 34. When you issue the permit, process as follows: Mail to owner.M I to contractor. Telephone and hold for pickup at o ice. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date (r Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder jr Copy - Department of Public Works BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Lasta LV— First met u� Mailing Address 6 v Cityc"�.r " tM ta(& Zip9 SIPhone qjL TFax E-mail APPLICANT INFORMATION CONTRACTOR Name City a Address rl City Fax State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name n City a Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City a State Zip Phone Fax E-mail APPLICANT SIGNATURE X Cj PERMIT NO. I- 9JW 3� BIN # PROJECT LOCATION AP# .1 FO A bi Property Address City 9 �_5S 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 DESCRIPTION OR SCOPE OF WORK: RCE _ ?S - Sq Sq FT- Living Garage Open Cov B—Structure Built without Permits ❑ Proposed Change of Occupancy . (Note previous use): For office use only: Zoning Flood Zone SRA I Yes No Occ. Type Const. 0 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 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Patio Cover/Covered Porc $159.00 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires BLACK, JAMES & CYNTHIA RE OL:CRW 00373817 / / I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (Comm��cing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full!torce and effect. X J 11/05/2007 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: aI 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. Lrq_�kAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by J Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; /,0% Carrier U Policy Number: xp. Da (This section need not be completed if the permit is or one hun re ollars ($100) or less. I 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' com nsation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those pr, s. p n X 4_ � 11/05/2007 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. I CONSTRUCTION LENDING AGENCY I I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip $234. Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION 70 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). DI AM EXEMPT under Section B. & P.C. for this Owner's Signature 11/05/2007 Date 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 construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte Coun to enter the above mentioned property for inspection purposes. I hereby certify that I am the proper owner or am authorizpft Oct ort the property owner's bghalIL . i I ❑ Owner ❑ Contractor OR; Agent for Owner ElAgent for Contractor FILE COPY PROJECT INFORMATION Site Address: 9097 GOODSPEED ST Owner: Permit No: B07-2036 APN: 040-280-072 BLACK, JAMES & CYNTHIA RE Permit type: MISCELLANEOUS 9097 GOODSPEED ST Issued Date: 11/05/2007 By KEJ Subtype: Patio Cover/Cvd Pch DU DURHAM, CA 95938 Expiration Date: 11/04/2008 Description: COVERED PATIO 14X15=210 (350) 342-2169 Occupancy: Zoning: A-10 Contractor Applicant: Square Footage: BLACK, JAMES & CYNTHIA REVO BLACK, JAMES & CYNTHIA Building Garage Remdl/Addn 9097 GOODSPEED ST 9097 GOODSPEED ST DURHAM, CA 95938 DURHAM, CA 95938 Other Porch/Patio Total (350) 342-2169 (350) 342-2169 stn %In FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Patio Cover/Covered Porc $159.00 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires BLACK, JAMES & CYNTHIA RE OL:CRW 00373817 / / I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (Comm��cing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full!torce and effect. X J 11/05/2007 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: aI 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. Lrq_�kAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by J Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; /,0% Carrier U Policy Number: xp. Da (This section need not be completed if the permit is or one hun re ollars ($100) or less. I 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' com nsation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those pr, s. p n X 4_ � 11/05/2007 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. I CONSTRUCTION LENDING AGENCY I I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip $234. Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION 70 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). DI AM EXEMPT under Section B. & P.C. for this Owner's Signature 11/05/2007 Date 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 construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte Coun to enter the above mentioned property for inspection purposes. I hereby certify that I am the proper owner or am authorizpft Oct ort the property owner's bghalIL . i I ❑ Owner ❑ Contractor OR; Agent for Owner ElAgent for Contractor FILE COPY Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C Q0. d A 0 I -00w- um National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-2036 Location: 9097 GOODSPEED ST Parcel Number: 040-280-072 Owner Name: BLACK, JAMES & CYNTHIA REVO Description: COVERED PATIO 14X15=210 Date: 09/27/2007 By: TMP Sub Type: Patio Cover/Cvd Pch Phone: (350) 342-2169 By signing below, I the project owner/owners' 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 buildouts 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 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: - Title: (--)'- FILE Date: 09/27/2007 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) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-2036 Location: 9097 GOODSPEED ST Parcel Number: 040-280-072 Date: 09/27/2007 Owner Name: BLACK, JAMES & CYNTHIA REVO Phone: (350) 342-2169 Description: COVERED PATIO 14X15=210 Signature of Property Owner: Date: 09/27/2007 FILE 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) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION 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 you plan to subcontract, you should be aware of the following information for your benefit and protection: ° 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. ° 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. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° 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 thier own employees, without a license 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 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PLAN TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. ES R NO) 2. �/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: ADDRESS CITY PHONE CONTRACTORS 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: ADDRESS CITY PHONE CONTRACTORS 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 Description: COVERED PATIO 14X15=210 Reference Number: B07-2036 Applicant Name: BLACK, JAMES & CYNTHIA REVO Owner's Name: BLACK, JAMES & CYNTIUA REVO AP # : 040-280-072 Signature of Property Owner: Date: g? 12,-) h �> 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) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-2036 Date: 09/27 2007 Location: 9097 GOODSPEED ST By: Parcel Number: 040-280-072 Sub T e: Patio Cover/Cvd Pch Owner Name: BLACK, JAMES & CYNTHIA REVO P e: (350) 342-2169 Description: COVERED PATIO 14X15=210 The above permit application has the following Clearances required prior to indicated below regarding specific requirements pertaining to your permit app Yes No ❑ ❑ ❑ ❑ ❑ ❑ DRAINAGE DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville CA LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533- . Please contact each department 5 - (530) 533-0740 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 95-4711 OT*1 CREAT , N DISTRICTS I ` fibrosa, hico CA 95926 - (530) 895-4711 �4i ay, Durham CA 95938 - (530) 345-1921 200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise CA 95969 - (530) 872-6393 ❑ ❑ Chico Area Recreation District, 545 Valloi ❑ ❑ Durham Park & Recreation District, 9447 ❑ ❑ Feather River Recreaction & Park Distric ❑ ❑ Paradise Parks & Recreation, 6626 Sky/ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ S Biggs Unified School District, 300 Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 63 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School Dis ict, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 9 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School Dis ict, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementar School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union gh, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Uni ed School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorde copy of Agricultural Acknowledgment Statement- See Attached Instructions City o iggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 --T.- Other: Other: of Property Owner: FILE Date: 09/27/2007 (r). WT,' U,. L 06, 4WD. lot Cal rI .1 A400 V3 CoA Re - ArAd irz- Jf- 10 AM I .... p 0, P, RPM - 8 46P) PA -ii -CF, 120 a* CL 151 MONO onsomomm� Nk NI. Mot - . hol jI I n From the Office of FROM THE OFFICE OF BOB METZGER O.D.S. 2231 ST. GEORGE LN., SUITE # 70 , CHICO, CA. 95926 530 -342 -9688 -(Chico) or 86579688 (Orland) DATE OWNER:—I m PROJECT: t4e�-�� 4-Ak�\dA LOCATION: TO WHOM IT MAY BE CONCERNED, THE OFFICE OF BOB METZGER HAS REVIEWED THE TRUSS CALCULATIONS AND DETAILS IN REGARD TO THE ROOF STRUCTURE OF THIS PROJECT. CONCERNING SIZES, SPANS, PITCHES, AND LOAD PATH OF GRAVITY LOADS FROM ROOF WITH RESPECT TO MY SATIFACTION, IT APPEARS THE TRUSS CALCULATIONS AND DETAILS CONFORM THOROUGHLY WITH THE PLAN DESIGN, DRAWN FOR THIS.PROJECT. ALL LOADING CRITERA HAVE BEEN MET. BOB METZGER 2231 ST. GEORGE LN. # 70 CHICO, CA. 95926 530-342-9688 M,W,F or 865-9688 TU, TH, AT SIGNED: . BUTTE 1 COUNTY MAR 19 2015 DEVELOPMENT SERVICES _-C) k lgn Truss Take -off Design & Sales si stance Monte Call - 793 Camellia Dr - Paradise, CA 95969 (530) 811.4132 Of f ice (530) 811.4132 FAX TRUSS ENGINEERING k] Black Addition 3/16/2015 MiTek Industries (800) 772 5351 BUTTE COUNT' MAR 19 2015 DEVELOPMENT SERVICES Jim Black ^1 51 n s stance Mcci#Q>.Ca:ll. 's3o) .,774732- )Y ,774732)y MEEK'S LUMBER AND HA E DATE: ABOV . PLA PRO IDED FOR TRUSS PLACEMENT ONLY. REFER TO TRUSS CALCULATIONS AND ENGINEERING STRUCTURAL DRAWING FOR ALL FURTHER INFORMATION. BUILDING DESIGNERIENGINEER OF RECORDRESPONSIBLE FOR ALL NON-TRUSSCKED TO TRUSS CONNECTIONS. BUILDINGSCALE: DESIGNER/ENGINEER OF RECORD TOREVIEW IWN BY: ;EVISION-1: ION -2: BY: 66BLACK AND APPROVE OF ALL DESIGNS PRIOR TO CONS RUCTION.Ins are properly of ME LUMBER AND HARDWARE. All designs are null and void if not fabricated ^1 51 n s stance Mcci#Q>.Ca:ll. 's3o) .,774732- )Y ,774732)y MEEK'S LUMBER AND HA Jim Black )JECT TITLE: N: IVERY LOCATION: All -sign a'S1StanCe Moft#e,.Caa 'sao) 677 -4732 )y MEEK'S LUMBER AND HA off" & -Fa-y' PLACEMENT ONLY. REFER TO TRUSS CALCULATIONS AND ENGINEERING STRUCTURAL DRAWING FOR ALL REVISION -1: FURTHER INFORMATION. BUILDING DESIGNER/ENGINEER OF RECORD J BY' EVISION-2: RESPONSIBLE FOR ALL NON -TRUSS ED BY: TO TRUSS CONNECTIONS. BUILDING DESIGNERIENGINEER OF RECORD TO CALE. BN .: 0366 B LAC AND APPROVE OF ALL K DESIGNS SIGNS PRIOR TO CONSTRUCTION. are property of MEEK'S LUMBER AND HARDWARE. All designs are null and void if not -sign a'S1StanCe Moft#e,.Caa 'sao) 677 -4732 )y MEEK'S LUMBER AND HA off" & -Fa-y' • p Y 1.6.0 4-6-0 4-6-0 . 41 1-6-0 3x6 = Scale = 1:22.6 1� 0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plates Increase 1.15 TCDL 11.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL• 10.0 Code IBC2012frP12007 CSI. TC 0.09 BC 0.01 WB 0.01 (Matrix) 1) Unbalanced roof live loads have been considered for this design. DEFL. in Vert(LL) -0.01 Vert(TL) -0.02 Horz(TL) 0.00 (loc) I/deft L/d ' 11 n/r 120 11 n/r 120 10 n/a n/a PLATES GRIP MT20 220/195 Weight: 40 Ib FT=20% LUMBER- BRACING - 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry TOP CHORD 2x4 DF No. 1&Btr G BOT CHORD 2x4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. OTHERS 2x4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6) Gable studs spaced at 1-4-0 oc. MiTek recommends that Stabilizers and required cross bracing 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 9-0-0. 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 100 Ib uplift at joint(s) 2, 10, Installation guide. (Ib) - Max Harz 2=50(LC 7) q ?AUL iQjGliy and of this truss. Max Uplift All uplift 100 Ib or less at joint(s) 2, 10, 16, 13 " w C 66864 7 1n Max Grav All reactions 250 Ib or less at joint(s) 2, 10, 15, 14, 17, 16, 13, 12 M BUTTE COUNTY FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BUILDING DIVISION s 71: cyJf NP NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opst,, h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 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) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 100 Ib uplift at joint(s) 2, 10, QROFESS/O� (11 16, 13. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.tyQ� 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis design q ?AUL iQjGliy and of this truss. CO Q, G, w C 66864 7 1n M BUTTE COUNTY * EXP. 09130/2016 BUILDING DIVISION s 71: cyJf NP APPROVE _ qrF OF CAS March 16,2C A WARNING - Verl/y design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MII.7473 rev. 02/1812015 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper Incorporation of component is res tingshown is for lateral support of individual web members only. Additional tem ng to responsibility of building designer - not truss designer. Bracing shown pry bracing to Insure stability during Is there of the erector. Additional permanent bracing of the overall structure is the responsibilityam des or general guidance regarding fabrication, quality control storage, delivery, erection and bracing, conult ANSI/TPI Quality Creitesia, DSB-?sand BSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, MiTek Suite 312, Alexandria, VA 22314. 250 Klug Cirde Corona, CA 92880 Ivry I my (Black Addition 5036fiBLACK A2 COMMON 1 1 K1192102 DESIGN ASSISTANCE PARADISE CA ob Reference (ootlonet) 7.530 s Jul 11 2014 MiTek Industries, Inc. Mon Mar 16 15:46:19 2015 Page 1 ID:7kBnWrvvBgOnWQ KtZO_Ns2zcNdz-sJOUHXT4RBo4kgoZ2iMRABtterTCyarGxSaJrbzaldl 4-6-0 4-6-0 4x6 Scale = 1:16.9 2.54 LOADING (pso SPACING -2-0 0' CSI. DEFL. TCLL 20.0 TCDL 11.0 Plates Increase 1.15 TC 0.13 Vert(LL) in '-0.01 (loc) 4-10 Vdefl >999 Ud 240 BCLL 0.0 ' Lumber Increase Rep Stress Incr 1.25 YES BC 0.11 WB Vert(TL) 0.02 4-10 >999 180 BCDL 10.0 Code IBC2012/TPI2007 0.02 (Matrix -M) Horz(TL) 0.00 3 n/a n/a LUMBER - TOP CHORD 2x4 DF No.1 &BtrG BOT CHORD 2x4 DF No.1&BtrG WEBS 2x4 DF No.1&Btr G REACTIONS. (Ib/size) 1=369/0-3-8 (min. 0-1-8),3=369/0-3-8 (min. 0-1-8) Max Horz 1=-38(LC 6) Max Uplift 1 =-1 15(LC 8), 3=-115(LC 8) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-499/176, 2-3=-499/176 BOT CHORD 14=-225/618, 3-4=-225/618 2.5x5 = PLATES GRIP MT20 220/195 Weight 29 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. Il; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 100 Ib uplift at joint(s) except at --lb) 1=115, 3=115. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. O9ROFESS/0M� �QAUI RiL�c BUTTE COUNTY- � C 66864 m BUILDING DIVISION * ,EXP. 09/30/2016 APPROVED CALF March 16,2C ® WARNING - Verify design parameters end READ NOTES ON TNIS AND INCLUDED HTEK REFERANCE PAGE Mll-7473 rev. 02118/2015 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is loran individual building component. Applicability of design parameters 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 B the responsibillity of the n/) y' fabricotiontlqu'a6fyieoantrot storagent cdeG�ery, erection and the overall structure bracing, onresponsibility u t sibiGANSI/TPII Quality Criteria, DSO -89r. For BCS( Building Compneral guidance onent MiTek' Sofety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona. CA 92880 • 1 1., I Common Structural Gable 11 1 1 1 K1192103 ID:7kBnWrvvBgOnwQKtZO Ns2zcNdz-ph8EiDVKzo2nz8xy970 FcyDNf530UBZOm3PvUzaldG 1-8-0 4-6-6 3-11-10 3-11-10 4-6-6 1-8-g WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR TYPE TRUSS(ES), A Scale =1:33., HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE GABLE TRUSS. THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION POINT. THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION. COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION. 4-0-0 5-10.4_ 11-1-12 13 0 0 17-0-0 M ]o LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plates Increase 1.15 TC 0.11 PLATES GRIP Vert(LL) -0.03 11-12 >999 240 TCDL 11.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.11 11-12 >927 180 BCLL ' MT20 220/195 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.02 41 n/a n/a BCDL 10.0 Code IBC2012ffP12007 (Matrix -M) Weight: 106 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.1 &Btr G OTHERS 2x4 OF No. 1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 4-3-8 except (jt=length) 10=0-3-8. Installation guide. (lb) - Max Horz 2=-85(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 14, 13, 8,10 except 2=-145(LC 8), 6=-139(LC 8), 9=-407(LC 1) Max Grav All reactions 250 Ib or less atjoint(s) 14, 13, 13, 9, 8 except 2=650(LC 1), 6=612(LC 1), 10=505(LC 1), 2=650(LC 1), 6=612(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-877/101, 3-4=-749/114, 4-5=-717/110, 5-6=-845/97 BOT CHORD 2-14=-21/735, 13-14=-9/735, 12-13=-9f735, 11-12=0/491, 10-11=-5/706, 9-10=-5/706, 8-9=-5/706, 6-8=-11!706 WEBS 4-12=-19/263 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as ANSI/TPI per 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in Q(tOFESS/0 all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A QALR/ �ULl �� plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection C (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 14, 13, 8, 10 except (jt=1b) 2=145, 6=139, 9=407, 2=145, 6=139. w C 66864 m 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANS. I/TPI 1 11) "Semi-rigid pitchbreaks including heels" Member end fixity M EXP: model was used in the analysis and design of this truss. *. 09/30/2016 BUTTE COUNTY BUILDINGDIVISION APPROVED March 16,2C ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MVI -7073 rev. 07118/2015 BEFORE USE Design valid for use only with MITek connectors. This design 4 based only upon parameters shown, and h for an Individual buildingcorn Applicability of design parameters and proper incorporation component. of component is res a pg to responsibility of building designer - not truss designer. Bracing shown shown Is for luteal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the the structure lcontrol s��ANSI/TPI1 eliivoery. � fabrication, quality sato age. dnt erectionf d bracing conresponsibility u t Quality Criterria, DS{-89gner. For eand Sneral CSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. We 250 Klug Circe Corona, CA 92880 Addition B2 K1192104 n� r ex maumnes, Inc. Mon Mar 16 15:46:23 2015 Page 1 ID:7kBnVVrvvBgQnwQKtZO_Ns2zcNdz-14G77vWbVQJVCR5LHYQNKI1XLSmouMgrs4YW NlzaldE 1-8-0 4-9-017-0-0 I -0 - 3-9 3-9-0 4-9-0 1-8-0 Scale = 1:34.0 4x6 = 4-9-0 8-6-0 12-3-0 17-0-0 4 9-0 q 3-9-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plates Increase 1.15 TC 0.15 TCDL 11.0. Lumber Increase 1.25 BC 0.33 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 BCDL 10.0 Code IBC2012lrP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.1&BtrG BOT CHORD. 2x4 DF No.1&BtrG WEBS 2x4 DF No.t&Btr G REACTIONS. (Ib/size) 2=800/0-3-8 (min. 0-1-8), 6=800/0-3-8 (min. 0-1-8) Max Harz 2=85(LC 7) Max Uplift2=-272(LC 8), 6=-272(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2296/606, 3-4=-1756/398, 4-5=-1756/398, 5-6=-2296/606 BOT CHORD 2-10=-460/2084, 9-10=-438/2099, 8-9=438/2099, 6-8=460/2084 WEBS 4-9=-281/1282,5-9=-522/241, 3-9=-522/241 DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.11 9-10 >999 240 MT20 220/195 Vert(TL) -0.32 8-9 >630 180 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom Horz(TL) 0.24 6 n/a n/a 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 Weight: 71 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-2 OC purlins. BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. iTek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer Fbe BUTTE COUNTY stallation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=272, 6=272. 8) This truss is designed in accordance with the 2012•Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1.��0`t` 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. OFESS/py�(� R2 U.1 C 66864 m BUTTE COUNTY EXP. 09/30/2016 BUILDING DIVISION * ---- APPROVED 9r OF Cp,\U� March 16,21C WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rov. 02118/7015 BEFORE USB Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters 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 dudng construction is the responsibility of the ) structure Is the For8?neral uidance fabrication, sI�ANSI/TWl Cdefving oery, -•� Mffak' qulalitylaonlrol storagent erectionthe and bracing, onresponsibility l Quality Crelferla,, DSB-gner. SCSI Building Component Safety Information available from Truss Plate Institute, 781 N. lee Street. Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92880 B4 Scissor wlY rry Black Addition 4 1 K1192105 -' � ...___..._ •.n.. mei, mer io IDAb:L91a15 Page 1 ID:7kBn WrvvBgQnwQKIZO_Ns2zcNdz-DGgNLEXDGjRMgbgXrFxctEai1 s6_cps?4kH3WpzaldD 1-8-0 4-9-0 - 3-9-03 9-0 4.9-0 Scale = 1:31.4 4x6 = N Y N 0 3x6 4-9-0 8-6-0 12-3-0 17-0-0 Plate Offsets (X.Y)- 0-1- 0 Ed a 6.0-1-10 Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.15 Vert(LL) 0.12 8-9 >999 240 MT20 220/195 TCDL 11.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.33 8-9 >622 180 BCLL 0.0 • Rep Stress Incr YES WB 0.17 Horz(TL) 0.25 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) Weight: 68 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No. 1&Btr G BRACING - BOT CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. WEBS 2x4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. Mi recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 6=692/Mechanical, 2=805/0-3-8 (min. 0-1-8) Installation guide. Max Harz 2=84(LC 7) Max Uplift6=-215(LC 8), 2=-275(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2316/665, 3-4=-1777/464, 4-5=-1778/465, 5-6=-2363/693 BOT CHORD 2-9=-552/2102, 8-9=-530/2117, 7-8=-559/2164, 6-7=-581/2153 WEBS 4-8=-341/1304, 5-8=-566/260, 3-8=-522/233 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) except t-Ib)6=215, 9pAESS/ 2=275. ONq�� UL 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Q^ 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. w g C 66864 �� m a M BUTTE COUNTY EX .09130/�16 BUILDINGDIVISiON /`. - qr c, •�� ��P r APPROVI=D FBF CA11F��c March 16,2C ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED 1111TEK REFERANCE PAGE 11111-7473 rev. 0211&2015 BEFORE USE Design valid for use only with MITek connectors. This design 6 based only upon parameters shown, and is for an Individual buildingcorn Applicability, of design parameters and proper incorporation of component is res cogent. Is for lateral support of Individual web members only. Additional temporaryng tob Dry of building designer- not truss designer. Bracing shown erector. Additional permanent bracing of the overall structure is the responsibilitybracing to insure stability des gner.durinFor construction is neral ante regarding of the labdcolion, quality control storage, delivery, erection and bracing, conult ANSI/TPI1 Quality Criteria, DSB- 9eand SCSI Building Component 50 iTe k' Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92880 K1192106 7'530 a Jul ID:7kBnWTvvBgQnwQKtZO_ Ns2zcNdz-9fx7lwZTnLh43v nMars 121N oS4'alY2mAahzaldB qvY9_ yff9 1 1-g.0 4-9-0 3.9.0 4-1-3 4-4-12 Scale = 1:32.3 5x8 1.5x4 II 4-9-0 8-6-0 12-7-4 17-0 0 Plate Offsets X Y)— :0-5-Z,0-2-1 9-0-2-4.0-2-81 - LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plates Increase 1.15 TC DEFL. in (loc) I/def! Ltd PLATES GRIP 0.15 TCDL 11.0 Lumber Increase 1.25 BC 0.33 Vert(LL) 0.10 Vert(TL) -0.26 9-10 >999 240 MT20 220/195 9-10 BCLL 0.0 • Rep Stress Incr YES WB 0.15 BCDL 10.0 Horz(TL) 0.18 >775 180 7 n/a n/a Code IBC2012/TPI2007 (Matrix -M) Weight: 76 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BRACING - BOT CHORD 2x4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except WEBS 2x4 DF No. 1&BV G end verticals. BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 2=802/0-3-8 (min. 0-1-8), 7=683/Mechanical Installation uide.' Max Horz 2=104(LC 7) Max Uplift2=-273(LC 8), 7=-213(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2315/674, 3-4=-1753/469, 4-5=1640/446, 5-6=-1312/399, 6-7=-649/190 BOT CHORD 2-10=-571/2102, 9-10=-550/2116, 8-9=-328/1285 WEBS 3-9=-540/238, 4-9=-267/991, 5-9=-15/350, 5-8=424/93, 6-8=-325/1195 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. o pFES$ /0� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=273, ?X 7=213. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. , Lu C 66864 BUTTE COUNTY * EXP. 09/30/2016 BUILDING ,DIVISION s APPROVED l F F CAttF4��-- March 16,2C ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 0211 &201 5 BEFORE USE Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and is for on Individual buildingcorn Applicability of design parameters and proper incorporation of component is res a component. shown Is for lateral supporty. ng to Insure of building designer - not truss designer. Bracing shown erector. Additonal permanent bracing of he overall structure a is temporary responsibility ofthe buildingdesigner.stability F or general guidance construction Is the responsibility of the r fabrication, quality control storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component IVIi lek• Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92880 ..... . - IUIy Fly s I Black Addition Roof Special K1192107 r.asu s Jul 11 2014 MiTek Industries, Inc. Mon Mar 16 15:46:27 2015 Page 1 ID:7kBn WrvvBgpnwQKtZO_Ns2zcNdz-drWzGZ5Yepxh3P6 WNVJVtCDG48hpAoRni Wk77zaldA 4.9-03-9-0 4'1'3 44-12 Scale =1:29.4 5x8 1.5x4 II 4-9-0 8-6-0 4.9-0 12-7 4 17-0-0 n 0 4-1-4 A A .1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plates Increase 1.15 TC 0-15 DEFL, in (loc) I/dell Lid PLATES GRIP TCDL 11.0 Lumber Increase 1.25 BC 0.33 Vert(LL) 0.10 Vert(TL) -0.26 8-9 >999 240 MT20 220/195 8-9 >768 BCLL 0.0 • Rep Stress Incr YES WB 0.15 BCDL 10.0 Code IBC2012ITPI2007 Horz(TL) 0.18 180 6 n/a n/a (Matrix -M) chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Weight: 74 Ib FT = 20% LUMBER- 6) Refer to girder(s) for truss to truss connections. TOP CHORD 2x4 DF No.1&Btr G BRACING - OFES$ l pN9 BOT CHORD 2x4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, except WEBS 2x4 DF No.1 G BOT CHORD end verticals.&Btr Rigid ceiling directly applied or 8-7-1 oc bracing. * , EXP. 09/30/2016 MiTek recommends that Stabilizers and required cross bracing q�F0 BUILDING DIVISION be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 1=694/0-3-8 (min. 0-1-8), 6=687/Mechanical March 16,2C Installation uide. Max Horz 1=91(LC 7) M/TEl(REFERANCE PAGE M11.747J rev. 0211&2015 BEFORE USE Design vofid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual buildingcorn Applicability of design parameters and proper incorporation of png Max Uplift I =-217(LC 8), 6=-216(LC 8) MiTek' erection and bracing, consult t AN51/T%1 Quality Criteria, andalComponent Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Corona, CA 92880 TOP CHORD 1-2=-2382/715, 2-3=-1785/483, 3-4=-1660/458, 4-5=-1323/405, 5-6=-654/193 BOT CHORD 1-9=-612/2171, 8-9=-589/2182, 7-8=329/1296 WEBS 2-8=-584/265, 3-8=-278/1009, 4-8=-16/358,4-7=-428/96, 5-7=332/1206 NOTES - 1) Unbalanced roof live loads have been considered for this design. 1 2) Wind: ASCE 7-10; Vuit=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any ether live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. OFES$ l pN9 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints except t -Ib 1=217, 6=216. g P 1 () Pit - ) OpR PAUL R��il�•'L 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ��Q COQ� C 66864 �� rn �w n * , EXP. 09/30/2016 BUTTE COUNTY q�F0 BUILDING DIVISION cA�rFo APPROVED March 16,2C ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEl(REFERANCE PAGE M11.747J rev. 0211&2015 BEFORE USE Design vofid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual buildingcorn Applicability of design parameters and proper incorporation of png component is res of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional tem ng to Insure shown erector. Additional permanent bracing of the overall structure Is the responsibilityaroof jh�nsure stability during construction it the responsiWlGty of the designer. For gener9 guiBCSIdance fabrication, quality control storage, delivery, regardingding MiTek' erection and bracing, consult t AN51/T%1 Quality Criteria, andalComponent Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. 250 King Circle Corona, CA 92880 ql 0 ru:rxanvvlwtlgUnWQKtZO Ns2zcNdz-623uAcajJyxoJC 145OY141MkTUOYb6b?MFF 4-6-6 3-11-10 rr9_0III 5-9-0 6-0-0 2-8-0 4x6 ___,— 3 3.62112 Scale: 1/4"=1' 2.5x5 11 4-6-6 8.6-0 14-3-0 1910.4 20 0 4-6-6 3.11-10 5-9-0 5-7-4 0- 26-0-0 12 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI.LEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.15 - TC 0.30'ert(LL) 0.06 10-11 >999 240 MT20 220/195 TCDL 11.0 Lumber Increase 1.25 BC 0.269 180 BCLL 0.0 Rep Stress Incr YES WB 0.28orz((TL) 0.04 1x19 > n a Na BCDL 10.0 Code IBC2012lrP12007 (Matrix -M) LUMBER- Weight: 114 Ib FT = 20% TOP CHORD 2x4 DF No.1 &Btr G BRACING - BOT CHORD 2x4 DF.No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-10 lac purlins. WEBS 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: 6-0-0 oc bracing: 8-18. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 1=824/0-3-8 (min. 0-1-8), 9=1062/0-3-8 (min. 0-1-8),6=411/0-3-8 (min. 0-1-8) Max Horz 1=-74(LC 6) Max Uplift 1=260([_C 8), 9=-309(LC 8), 6=-184(LC 8) Max Grav 1=824(LC 1), 9=1062(LC 1), 6=414(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BUTTECOUNTY TOP CHORD 1-2=-1402/445, 2-3=-1101/383, 3-4=-1017/355, 4-5=-1457/478, 5-6=-274;102 BOT CHORD 1-12=-304/1204,11-12=-287/1204, 10-11=-334/1344,5-9=-958/268,6-8 =10D/288 BUILDING DIVISION WEBS 2-11=-342/135, 3-11=-188/464, 4-11=-504/185, 5-10=317/1227 /, NOTES- 1 • . APPROVED 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft; eave=oft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed; end vertical leftand right exposed; porch left and right O?ROPES$/0�9 exposed; Lumber DOL=1.60 plate grip DOL=1.60 y c ?AUL 4) his truss has been designed for a lie load of 20.Opsf on the bottom cchho d in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. w `P C 66864 n' 5) A plate rating reduction of 20% has been applied for the green lumber members. LU to 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 1=260, *. EXP. 09/30/2016 z 9=309,6=184. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. OF CRUF� March 16,2C ® WARNING - Varlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7477 rev. 021IW2015 BEFORE USE Design valid for use only with FNTek connectors. This design b based only upon parameters shown, and is for an Individual buildingcomponent. ■■■ Applicability of design parameters and proper incorporation of component is responsibility g 9 ponen1• �' is for lateral support of individual web members only. Additional temporary bracing to nsuref stability during construction is the r sponsiblllil sof he fabricerecation, quialitytcontrol, storage. dermanent livery. erection f the l structure Is the and bracing, onsresponsibility u t sI�ANSI/TPII Quality Criteria, DSB generalgner-For nd BCSI Building Component MiTek Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA'22314. 250 Klug Circle Corona, CA 92880 50366BLACK K1192109 1 53u s Jul 112014 MiTek Induslnes, Inc. MMar 16 15:4 on 6:30 2015 Page 1 ID:7k8nWTwBgQnwQKtZO_Ns2zcNdz-2QBeblc rZBWYW7hBW207VgkDHDtOZhtTgkOjSzl 7-3-12 7-3-12 1-10-13 3x6 = Scale = 1:27.7 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plates Increase 1.15 TCDL 11.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code IBC2012ITP12007 LUMBER - TOP CHORD 2x4 DF No.1&BtrG BOT CHORD 2x4 DF No.1&Btr G OTHERS 2x4 DF No.1 &Btr G CSI. TC 0.17 BC 0.11 WB 0.02 (Matrix) REACTIONS. All bearings 14-7-8. (lb) - Max Horz 1=-76(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 1, 17, 16, 19, 11=-101(LC 8), 20=-124(LC 8), 14=-130(LC 8) Max Grav All reactions 250 Ib or less atjoint(s) 1, 17, 16, 11=281(LC 1), 20=442(LC 17), 14=252(LC 1) 18, 15, 13 except DEFL. in Vert(LL) 0.00 floc) 'I/defl Ud 12 - PLATES GRIP Vert(TL) -0.02 n/r 120 12 n/r 120 MT20 220/195 Horz(TL) 0.00 11 n/a n/a Weight: 69 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide 19, 18, 15, 13 except FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opst,, h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 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) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 100 Ib uplift at joint(s) 1, 17, 16, 19, 18, 15, 13 except (jt=1b) 11=101, 20=124, 14=130. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 Ib down and 74 Ib up at 0-6-12, 163 Ib down and 74 Ib up at 2-6-12, 163 Ib down and 74 Ib up at 4-6-12, 163 Ib down and 74 Ib up at 6-6-12, 163 Ib down and 74 Ib up at 8-6-12, 70 Ib down and 52 Ib up at 10-3-11, and 134 Ib down and 94 Ib up at 10-6-12, and 62 Ib down and 53 Ib up at 12-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ® WARNING - Verify design paramofors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 02/18/2015 BEFORE USE. Design valid for use only with MTek connectors. This design k based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters 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 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 Criterla, OSB -89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. RUNE COUNTY BUILDING DIVISION APPROVED o9a0FEss/0,\ ?AULCO G 2 uJ C 66864 �� m m X j\, -EXP. 09/30/2016 /. I �s MiTek" 250 Klug Circle Corona, CA 92880 March 16,2C Job Truss Truss Type Qty Ply Black Addition • 50366BLACK 01 GABLE 1 1 K1192109 DESIGN ASSISTANCE, PARADISE, CA Job a efence o tional 7,530 s Jul 11 2014 MiTek Industries, Inc. Mon Mar 16 15:46:30 2015 Page 2 ID:7kBnWTvvBgQnwQKtZO Ns2zcNdz-2QBeblc_rZBWYW7hBW207VgkDHDtOZhtTgkOjSzald7 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-62, 6-12=-62, 1-11=-20 Concentrated Loads (lb) Vert: 17=-163(B) 20=-163(B) 21=163(B) 22=-163(B) 23=-163(B) 24=-203(8) 25=62(8) BUTTE COUNTY BUILDING DiViSION APPROVED ® WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 0211612015 BEFORE USE Design valid far use only with MiTek connectors. This design k bused only upon parameters shown, andis for on Individual building component. _ Applicability of design parameters and proper Incorporation of component Is resner-not a png sh �� is for lateral support of Individual web members only. Additional temporary bracing abnsurers stability during construction h thtrussclese rest. Bracing shown erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding of the fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DS8-89 and SCSI Building Component PiTek• Safety Informallon available from Truss Plate institute, 781 N. Lee Street, Suite 312, Alexcndria, VA 22314. ircle Corona, CA 92880 3x6 -- "- I1 WY I Fly s I Black Addition Common K1192110 ksaibinrvct, PARADISE, CAoo ere encs o tional 7.530 s Jul 11 2014 MiTek Industries, Inc. Mon Mar 16 15:46:31 2015 Page 1 7-3-12 ID:7kBnVVrvvBgOnwQKtZO_Ns2zcNdz-WclOpedcctJNAgitlDZFfIMIkhWZI0b1 hKUxGvzald6 7-3-12 7-3-12 1-10-13 • Scale = 1:27.7 4x6 = LOADING.(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plates Increase 1.15 TC 0.31 TCDL' 11.0 Lumber Increase 1.25 BC 0.27 BCLL 0.0 • Rep Stress Incr YES WB 0.04 BCDL 10.0 Code IBC2012rrP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&BtrG WEBS 2x4 DF No.1&Btr G REACTIONS. (Ib/size) 1=597/0-3-8 (min. 0-1-8),3=720/0-3-8 (min. 0-1-8) Max Horz 1=76(LC 6) Max Uplift I=-186(LC 8), 3=-250(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1104/400, 2-3=-854/255 BOT CHORD 1-5=-512/1472, 3-5=-325/1138 WEBS 2-5=-71/297 I" a DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.05 5-8 >999 240 MT20 220/195 Vert(TL) -0.12 5-8 >999 180 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom Horz(TL) 0.01 3 n/a n/a 5) A plate rating reduction of 20% has been applied for the green lumber members. Weight: 51 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BUTTE COUNTY MiTek recommends that Stabilizers and required cross bracing BUILDING DIVISION be installed during truss erection, in accordance with Stabilizer APPROVED Installation uide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 100 Ib uplift at joint(s) except Qt=1b) 1=186, 3=250. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. "Semi-rigid 8) pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. OQRQFESS/��� PAUL BUTTE COUNTY BUILDING DIVISION U C 66864 r APPROVED EXP. 09/30/2016 F F CAOk4� -- March 16,2C ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 02(18/2015 BEFORE USE Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is loran Individual building component. Applicability of design parameters 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 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding �-�•YY MiTek' quality y delivery.bracing, erection and lCriteria, and BCSI BuBding Component Safety Information available from Truss 78NLee Street. Suite 312, Alexandria. Quality 22314 250 Mug Circle Corona, CA 92880 Girder K1192111 / '0313sJul 11 2014 MiTek lndustd�s. ID:7kBnWTvvBgQnwQKt—Ns2zcNdz-S7snDJes8UZ4P_M ZOsG ecjk8SDjU5TD 9K9 z2 4-1-5i 3 2- 7 4-1-5 46 II Scale = 1:25.0 08 = 5-2-2 9-5-6 14-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (10c) I/deft L/d TCLL 20.0 Plates Increase 1.15 TC 0.28 Vert(LL) 0.07 7-9 >999 240 MT20ES 2GRIP 20/195 TCDL 11.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.17 7-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 142 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No. 1&Btr G BRACING - BOT CHORD 2x6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. WEBS 2x4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=3258/0-3-8 (min. 0-1-12), 5=3287/0-3-8 (min. 0-1-12) Max Horz 1=-61(LC 23) Max UPlift1=-1009(LC 8), 5=-1016(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5247/1599, 2-3=-4989/1590, 3-4=-4891/1559, 4-5=-5148/1567 BUTTE COUNTY BOT CHORD 1-12=-1382/4561, 1-13=-1384/4566, 13-14=-1384/4566, 7-14=-1384/4566, 7-15=-912/3126, 15-16=-912/3126, 6-16=-912/3126, 6-17=-1356/4479, 17-18=-1356/4479, BUILDING DIVISION 5-18=-1356/4479, 5-19=-1352/4469 WEBS 3-6=-759/2364, 4-6=-304/111, 3-7=-814/2536, 2-7=-304/112 APPROVE© NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Pty to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will OQROFESS/O/yq fit between the bottom chord and any other members. ?AUL 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt --Ib) 1=1009, s=1o1s. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. uJ C 6686410) uJ m ami -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. EXP. 0913012016 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 667 Ib down and 215 Ib up at * _ 0-6-12, 663 Ib down and 213 Ib up at 2-6-12, 663 Ib down and 213 Ib up at 4-6-12, 663 Ib down and 213 Ib up at 6-0-8, 672 Ib down / S' and 215 Ib up at 8-2-12, 672 lb down and 215 Ib up at 10-2-12, and 672 Ib down and 215 Ib up at 12-2-12, and 672 Ib down and 215 Ib up at 14-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. OAD CAMS Nandard March 16,2C ,ontlnued on e ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MII-7473 rev. 02/141/2015 BEFORE USE. Design valid for use onty with MITek connectors. This desl n B bored on u Applicability of design parameters and proper Incorporation g N Pon parameters shown, and is for an Individual building component. � PrP . Additional of component is responsibility of building designer • not tions designer. Bracing shown B for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction B the responslWl6ly of the Additional fosbracing of overall structure responsibility yegeneralner. For ofabriatin, qualitycntrol to ge, dery, aectionand bracingcont ANSI/TPll DalitCruela, DB8and BCSI Building regarding MiTek• Safely Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. 250 Klug Circle Corona, CA 92e80 M365BIACK ID3 (Common Girder I1 DESIGN ASSISTANCE, PARADISE, CA ID:7kBnWTv1 LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-3=-62, 3-5=-62, 1-5=-20 Concentrated Loads (lb) Vert: 12=-667(F) 13=-663(F) 14=-663(F) 15=-663(F) 16=672(F) 17=672(F) 18=672(F) 19=-672(F) Addition K1192111 eference loolionail it 11 2014 MiTek Industries, Inc. Mon Mar 16 15:4633 2015 Page 2 Ns2zcNdz-S7snDJes8UZ4P sGsecjk8SDjU5TDt9K9ez2Knzald4 BUTTE COUNTY BUILDING DIVISION APPROVED ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.747J rev. OLf 812015 BEFORE USE Design void for use any with MTek connectors. This design k based only upon parameters shown, and Is for on 473 rev. 0 building BEFOREcomponent. Applicability of design parameters and proper incorporation of component is respometers h building,an designer - not truss designer. Bracing shown Is for lateral support of individual web members only. era Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding . Tabrtcation, quality control, storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safey Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. IY1��. 1ek 250 Klug Circle Corona, CA 92880 M3 2-8-0 Roof Special 2 2.5x5 = 3.62 12 Addition K1192112 r.oau s Jut 11 2014 MiTek Industries, Inc. Mon Mar 16 15:46:34 2015 Page 1 ID:7kBnVVrvvBgQnwQKtZO Ns2zcNdz-wBQ9RHUvohxl7RSQM7yHL ODUZByMWTOlibsEzald3 6-0-0 1.5x4 II 3 1.5x4 II Scale = 1:16.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IOC) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase - 1.15 TC 0.30 Vert(LL) 0.03 4-7 >999 240 MT20 220/195 TCDL 11.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.08 4-7 >906 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00. Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code IBC2012IrP12007 (Matrix -M) Weight: 23 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1 &Btr G end verticals. WEBS 2x4 DF No. 1&Bir G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 4=183/Mechanical, 2=462/0-3-8 (min. 0-1-8) Installation uide. Max Harz 2=75(LC 7) Max Uplift4=-54(LC 8), 2=182(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-414/140 BOT CHORD 2-4=-188/443 NOTES - 1) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; 8=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except Qt=lb) 2=182. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIfTPI 1. ?ROFESS/0 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. N ?NUC 9�F w `S C 66864 m BUTTE COUNTY � EXP: 09/30/2016 � BUiL.DING DIVISION ! �'V qq _ _. , Thr lvi� �'1ai�'}s'`3PC�VE® F of CAllt � March 16,2C ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED HTEK REFERANCE PAGE 11,111.7473 rev. 02118/2015 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual buildingcorn Applicability of design parameters and proper incorporation of component Is res cogent. Is for lateral support of individual web members any. Additional tem ng to responsibility Insure of building designer - not truss designer. Bracing shown N responsibility bracing to Insure building city during construction Is the responsiblllity, of the erector. Additional permanent bracing of the overall structure is the responslW�ty of the building desigrer. For general guidance regarding - WOW W fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Inslitute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. 250 Klug Circle Corona, CA 92880 I). 2 3, 4, (c TF ME STANDARD .OABLF END..D T IL 12 VARIES MATCH COM. TRUSS �� ii LEDGER Ti MINIMUM ORADE u CORDS. AND STUDS z PER . TRUSS DESIGN. l� d LONTINCVS 9GARINO AS RGGLIRED SPAN TO -MATCH COMMON TRU55 8d @ (0" O.G. 2' MAX EAVE W/ NO:2 OR BTR 4x2 OUTLOOKERS .@ 52" O.C., DO NOT OVER GUT TOP CORD 0 OUTLOOKER NOTCHES. — SIMP50N A54 OR EQUIVALENT 5TRONGBAGK LEDGER GABLE END 51 MPSON A54 OR EQUIVALENT 2x CONTINOU5 BACKINO W/ 16d'5 @ 24" O.C.-MIN. GABLE TRU55 TO BAGKINO $ BACKING TO TOP PLATE. 9TE5: 4-I0d NAILS MIN. 2-IOd TYP.. PLYWOOD SHEATHING TO . 2X4 STD. DF -L BLOCK 2X4 BLOCK 2X4 STUD OR BTR SPACED ® 5'-O" O.G. SHALL BE PROVIDED AT EACH END OF BRACE. CONNECT 'AT END W/ 4-IOd NAILS. MAX LENGTH 15 7'-0" BUT'T'E COUNTY STANDARDTRUSSESUILDING DIVISION SPACED JL 24" O.G. APPRni /L � EXP. 16/30/14 * N� CMI. �P q� �F CAI.IF� . T I A 2X4 N0.2 OR BTR FOR LEDGER AND STRON6BACK NAILED TOGETHER W/ loci NAILS .2X4 LEDGER NAILED TO EACH STUD WITH 5-IOCI NAILS. 2X4 STRONGBAGK TO BE CONNECTED TO EACH VERT. STUD W/ 2-IOd TOE NAILS. THE IOCI NAILS SPECIFIED FOR LEDGER AND 5TRONGBACK ARE IOd BOX NAILS .131 "D I AX3.0 "LG) IS DETAIL IS APPLICABLE TO STRUCTURAL GABLE .END. IF THE FOLLOWING CONDITIONS IONS ARE THE HORIZONTAL TIE MEMBER AT THE VERT OPENING SHALL BE B 'H EXRACED 4'-0" MAX FOR 85 P. G WIND LOADING. MAX MEAN ROOF HEIGHT 15 45'. MAX ROOF LIVE LOAD TO BE 40 POUNDS PER SQUARE FOOT. PLEASE CONTACT TRU55 ENGINEER IF THERE ARE ,ANY QUE5TION5, DESIGN NOT VALID IF LOCATED ON AN ISOLATED�HILL, RIDGE OR.E5(:-,ARPMENT. I Go.mpuTrus.... Inc,. Custom Software Engineering Manufacturing 1\Q,66dv ti 310g , �y� ns u� FILE NO: Lateral6race Detail DATE: 0723/08 SEQ: 2787671 F3C 2006 10EC 2007 Compression web bracing shown onCompuTrus designs is to resist buckring of those webs. An alternate method to brace the 2x4 bracing shown on a single member truss is io attach 'T' bracing. Tbracing is a 2x memberplaced flat on the web as shown inthe figures. 1-2x4 Brace Reouired See appropriate CompuTrus Engineering 2x4 T Brace A, -.4-= Web 2 or 3-2x4 Braces .Shown See appropriate CompuTrus Eng.ineeri nb 2x6 T Brace �-- Web 2x4 T Brace 4— Web The Tbrace must beat least 80% of the web length and is attached with 1 od nails at 6'0.c, througho ut Typical at teases 24'o.c: only. Ifa 2x4 or 2x6 web requires a single brace, a 2x4 Tbrace maybe substituted. tf a 2x4 or 2x6 web req vires 2 or 3 braces, a single 2x6 Tbrace ora 2x4 Tbrace attached to the top and bottom ofthe web may be substituted. The Tbrace(s) must be ofequai or better material than the web. Restraint i red ateachendbraceand at 20'vats Lateral Erace Teases at 24'6.c. typical 2x4 lateral brace with 2-10d nails per truss. f2efer to✓CompuTrus E ng. I — Brace must be 60%of the length of the web. Alt. Lateral Brace 2x4 T Brace with 1✓.0d nails at 6-o.c. TV gn stance M&"It , CatL '530) •8.77 4.732 )y MEEK'S LUMBER AND HA r1L�L Jim Black CALCULATIONS AND ENGINEERING STRUCTURAL DRAWING FOR ALL TJ—ECT TITLE. FURTHER INFORMATION. BUILDING ISION-2: DESIGNERIENGINEER OF RECORD RESPONSIBLE FOR ALL NON -TRUSS jNj' TO TRUSS CONNECTIONS. BUILDING RAWN BY. DESIGNER/ENGINEER OF RECORD TO 366 B LACK. CHECKED BY. IL? VERY LOCATION: SCALE: . All designs are property of TV gn stance M&"It , CatL '530) •8.77 4.732 )y MEEK'S LUMBER AND HA PLACEMENT ONLY. REFER TO TRUSS rISION-1: CALCULATIONS AND ENGINEERING STRUCTURAL DRAWING FOR ALL FURTHER INFORMATION. BUILDING ISION-2: DESIGNERIENGINEER OF RECORD RESPONSIBLE FOR ALL NON -TRUSS TO TRUSS CONNECTIONS. BUILDING DESIGNER/ENGINEER OF RECORD TO 366 B LACK. W AND APPROVE OF ALL DES GN PRIOR TO CONSTRUCTION. it -UMBER AND HARDWARE. All designs are null and void if not i TV gn stance M&"It , CatL '530) •8.77 4.732 )y MEEK'S LUMBER AND HA WARNING" BC•SI-61 SUMMARY SHEET - GU�IIDE FOR HAN i fNG, I�NSTALLI�NG, RESTRAIINIING AND BRACIING 10%�TTRVT�����11 (2006 EDITION) GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify Los trusses no estan marcados de ning6n modo que the frequency or location of temporary lateral identifique la frecuencia o localizad6n de restricci6n lateral restraint and diagonal bracing. Follow the y arriostre diagonal tempordles. Use las recomendaciones recommendations for handling, installing and de manejo, instalad6n, restriocidn y arriostre temporal de temporary restraining and bracing of trusses. IDs trusses. Vea el folleto BCSI Guia de Buena Practical Refer to BCSI Guide to Good Practice for para el Manejo. Instalaci6n. Restria!6n y Amostre de los Handling. Installing. Restraining & Bracing of Trusses de Madera Conectados con Places de Metal para Metal Plate Connected Wood Trusses for more informaci6n m6s detallada. detailed information. Los dibujosdedisenodelos trusses puedenespecificarlas Truss Design Drawings may specify locations of localizaciones de restriocidn lateral permanente o refuerzo permanent lateral restraint or reinforcement for en los miembros individuales del truss. Vea to hoja individual truss members. Refer to the BCSI-63 resumen BCSI-B3 - Restricd6n/Ardostre Permanente of Summary Sheet - Permanent Restraint/Bracing Cuerdas y Miembros Secundarios para mai informaci6n. of Chords & Web Members for more information. EI resto de los disenos de arriostres permanentes son la All other permanent bracing design is the responsabilidad del Disenador del Edificfo. responsibility of the Building Designer. QThe consequences of improper handling, erect - Ing, Installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death: EI resultado de un manejo, levantamiento, instalaci6n, restricci6n y arrisotre incorrecto puede ser la cafda de la estructula o a6n peor, heridos o muertos. 0 Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y places de metal tienen bordes m afilados. Use guantes y lentes protectores cuando Corte los empaques. HANDLING - MANEJO A Avoid lateral bending. — Evite la Flexi6n lateral. ® The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. EI contratista bene la responsabilidad de recibir, descargar y almacenar adecuada- mente los trusses en la obra. If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at 8' to 10' on center. For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to BCSI Guide to Good Practice for Handling, Installing Restraining & Bracing of Metal Plate Connected Wood Trusses for more detailed information pertaining to handling and jobsite storage of trusses. SI IDs trusses estaran guardados horizon- talmente, ponga bloqueando de altura sufidente detras de to pile de los busses. Use special care in Utilice cuidado windy weather or especial en dias near power lines ventosos o cerca de and airports. cables electricos o de aeropuertos. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en Para trusses guardados por m6s de una 0 uneven ground. Berra desigual. semana, cube los paquetes para prevenir aumento de humedad pero permita ventl- lacil Vea el folleto BCSI Gufa de Buena Practica para el Manejo. Instalacl6n. Restricci6n y Ar- rlostres de los Trusses de Madera Conectados con Placas de Metal para informad6n mas detallada score el manejo y almacenado de _ - IDS trusses en area de trabajo. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. © Warning! Don't overload the crane. iAdvertenda! iNo sobrecarga la gnia! Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunce use s6lo los empaques para levantar un paquete. No levante un grupo de empaques individuales. A single lift point may be used for bundles with trusses up to 45'. Two lift points may be used for bundles with trusses up to 60: ® Warning! Do not over load supporting Use at least 3 lift points for bundles with structure with truss bundle. trusses greater than 60: iAdvertencia! No sobrecargue la estructura Puede user un solo lugar de levantar para apoyada con el paquete de trusses. paquetes de trusses hasta 45 pies. Puede user dos puntos de levantar para Q Place truss bundles in stable position. paquetes m6s de 60 pies. Puse paquetes de trusses en una posid6n Use por to mens tres puntos de levantar pare estable. paquetes mals de 60 pies. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACION POR LA MANO DE TRUSSES INDIVIDUALES Trusses 20' ' - Trusses 30' or or less, sup- ' less, support at f ` port at peak. quarter points. Levante Levante de del pito IDs IDs cuartos trusses de de tramo IDs 20 pies o Itrusses de 30 t Trusses up to 20' -► les o mends. `Trusses astaest mends. 30 pi Trusses haste 20 pies P p' IOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUALES Hold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Sostenga sada truss en posici6n con equipo de gnia hasty que la restricci6n lateral temporal de la cuerda superior est6 instalado y el truss este asegurado en los soportes. Q Warning! Using a single pick -point at the peak can damage the truss. iAdvertencia! EI use de un solo lugar para levantar en el pito puede hater dano al buss. HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES 60' or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Approx. 1/2 Tagline truss length TRUSSES UP TO 30' _ TRUSSES HASTA 30 PIES Toe -in Toe -In Attach Locate Spreader bar 1o' O.C. Spreader bar 1/2 to above or sBBback max. 2/3 truss length mid -height I Tagline TRUSSES UP TO 60' —y TRUSSES HASTA 60 PIES 7— It— Spreader bar 2/3 to 314 truss length Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOME 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL QRefer to BCSI-B2 Summary Sheet - Truss Installation & Temoory Restra!nt/Bracing for Top Chord Temporary more information. Lateral Restraint (TCTLR) Vea el resumen BCSI B2 - Restr!cci6n/ 2x4 min. . Ardostre Temporal y Instalaci6n de los Trusses para m6s informad6n. QLocate ground braces for first truss directly in line with all rows of top chord temporary lat- eral restraint (see table in the next column). =90* Coloque los arriostres de Berra para el primer truss directamente en linea con Cada una de Brace first truss las files de restricd6n lateral temporal de la securely before cuerda superior (vea la table en la pr6xima erection of additional columna). trusses. a Do not walk on unbraced trusses. 4 No camfne en trusses sueltos. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chorddiagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Iflstale IDS arriostres de tierra. 2) Instale el primero thus y ate seguramente at arriostre de tiers. 3) Instale IDs pr6ximos cuatro trusses con restricci6n lateral temporal de miembro corto (vea abajo). 4) Inslale el arriostre diagonal de la cuerda superior (veal abajo). 5) Instale arriostre diagonal para los planos de los miembros secundarios para estable IDs primeros dnco trusses (vea abajo). 6) Instale la restriockin lateral temporal y arriostre diagonal pat la cuerda inferior (vea abajo). 7) Repita Este procedimiento en grupos de cuatro busses haste que todos IDs trusses est6n instalados. QRefer to BCSI-B2 Summary Sheet - Truss Installation & Tempos Restraint/Bracing for more Information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses v Arriostre Temporal para mayor informaci6n. RESTRAINT/ BRACING FOR ALL PLANES OF TRUSSES EL RESTRICCION/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord busses. Este metodo de restricci6n y arriostre es para todo trusses excepto trusses de Cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Spreader bar Es aciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' for truss Hestia 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' " O O R1Use proper rig- Use equipo apropiado ging and hoisting para levantar e' equipment. Improviser. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en Para trusses guardados por m6s de una 0 uneven ground. Berra desigual. semana, cube los paquetes para prevenir aumento de humedad pero permita ventl- lacil Vea el folleto BCSI Gufa de Buena Practica para el Manejo. Instalacl6n. Restricci6n y Ar- rlostres de los Trusses de Madera Conectados con Placas de Metal para informad6n mas detallada score el manejo y almacenado de _ - IDS trusses en area de trabajo. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. © Warning! Don't overload the crane. iAdvertenda! iNo sobrecarga la gnia! Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunce use s6lo los empaques para levantar un paquete. No levante un grupo de empaques individuales. A single lift point may be used for bundles with trusses up to 45'. Two lift points may be used for bundles with trusses up to 60: ® Warning! Do not over load supporting Use at least 3 lift points for bundles with structure with truss bundle. trusses greater than 60: iAdvertencia! No sobrecargue la estructura Puede user un solo lugar de levantar para apoyada con el paquete de trusses. paquetes de trusses hasta 45 pies. Puede user dos puntos de levantar para Q Place truss bundles in stable position. paquetes m6s de 60 pies. Puse paquetes de trusses en una posid6n Use por to mens tres puntos de levantar pare estable. paquetes mals de 60 pies. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACION POR LA MANO DE TRUSSES INDIVIDUALES Trusses 20' ' - Trusses 30' or or less, sup- ' less, support at f ` port at peak. quarter points. Levante Levante de del pito IDs IDs cuartos trusses de de tramo IDs 20 pies o Itrusses de 30 t Trusses up to 20' -► les o mends. `Trusses astaest mends. 30 pi Trusses haste 20 pies P p' IOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUALES Hold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Sostenga sada truss en posici6n con equipo de gnia hasty que la restricci6n lateral temporal de la cuerda superior est6 instalado y el truss este asegurado en los soportes. Q Warning! Using a single pick -point at the peak can damage the truss. iAdvertencia! EI use de un solo lugar para levantar en el pito puede hater dano al buss. HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES 60' or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Approx. 1/2 Tagline truss length TRUSSES UP TO 30' _ TRUSSES HASTA 30 PIES Toe -in Toe -In Attach Locate Spreader bar 1o' O.C. Spreader bar 1/2 to above or sBBback max. 2/3 truss length mid -height I Tagline TRUSSES UP TO 60' —y TRUSSES HASTA 60 PIES 7— It— Spreader bar 2/3 to 314 truss length Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOME 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL QRefer to BCSI-B2 Summary Sheet - Truss Installation & Temoory Restra!nt/Bracing for Top Chord Temporary more information. Lateral Restraint (TCTLR) Vea el resumen BCSI B2 - Restr!cci6n/ 2x4 min. . Ardostre Temporal y Instalaci6n de los Trusses para m6s informad6n. QLocate ground braces for first truss directly in line with all rows of top chord temporary lat- eral restraint (see table in the next column). =90* Coloque los arriostres de Berra para el primer truss directamente en linea con Cada una de Brace first truss las files de restricd6n lateral temporal de la securely before cuerda superior (vea la table en la pr6xima erection of additional columna). trusses. a Do not walk on unbraced trusses. 4 No camfne en trusses sueltos. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chorddiagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Iflstale IDS arriostres de tierra. 2) Instale el primero thus y ate seguramente at arriostre de tiers. 3) Instale IDs pr6ximos cuatro trusses con restricci6n lateral temporal de miembro corto (vea abajo). 4) Inslale el arriostre diagonal de la cuerda superior (veal abajo). 5) Instale arriostre diagonal para los planos de los miembros secundarios para estable IDs primeros dnco trusses (vea abajo). 6) Instale la restriockin lateral temporal y arriostre diagonal pat la cuerda inferior (vea abajo). 7) Repita Este procedimiento en grupos de cuatro busses haste que todos IDs trusses est6n instalados. QRefer to BCSI-B2 Summary Sheet - Truss Installation & Tempos Restraint/Bracing for more Information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses v Arriostre Temporal para mayor informaci6n. RESTRAINT/ BRACING FOR ALL PLANES OF TRUSSES EL RESTRICCION/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord busses. Este metodo de restricci6n y arriostre es para todo trusses excepto trusses de Cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo Es aciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hestia 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' V o.c. max. 45 a 60' les 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'. LA RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 *Consulte a un ingen!ero para trusses de mas de 60 pies. / QSee BCSI-Bra for TCTLR options. 10' or 15' ems_ Repeat Diagonal Bracing Vea el BCSI-B2 para las opciones de TCTLR. every 15 truss spaces (30') Refer to BCSI-B3 Sum- mary Sheet -Permanent �r►� / Restraint/Bracing of Chords & Web Members for Gable Max Bow nom— Length--►�I---// A Mg� Length —►LV End Framerestreint/bracing/ 3/4" reinforcement information. 7/8" Para informacitin sobre Apply Diagonal Brace to restricci6n/arriostre/refuerzoI'7f Repeat diagonal para armaz6n de I__ veal LJ braces for each set of el resumen BSI -B3 e- 4 froom• s ( si5V1CS (�IlllV I!!6on/prrio'te/ArrioS / rrlastree Ground bracing not shown for clarity. Repita los arrisotres Permanente de Cuerdas y diagonales para coda Miembros S icundar!os. grupo de 4 trusses. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS informaci6n. 1-3/8" 22.9' 1-1/2" LATERAL RESTRAINTBracing __Diagonal & DIAGONAL BRACING Web Members ARE VERY IMPORT41F 29.2' iLA RESTRICCION Fuera-de-Plomada. LATERAL Y EL 2" 1 ARRIOSTRE DIAGONAL Chords SON MUYom CONSTRUCTION LOADING — CARGA DE CONSTRUCCION IMPORTANTES! Diagonal Braces every 10 truss spaces (20' max.) 10'-15' max. Same spacing as Q bottom chord Lateral Restraint Some chord and web members not shown for clarity. 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two truss( Bottom chords --Aw Diagonal Braces every 10 truss spaces (20' max.) 10'-15' Some chord and web members max. not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LA RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 ©Refer to BCSI-B7 Diagonal Bracing Summary Sheet 10' or 15' ems_ Repeat Diagonal Bracing - Temoorary&Per- every 15 truss spaces (30') Restraint/ �r►� / manent Bracino for Parallel Max Bow nom— Length--►�I---// A Mg� Length —►LV Chord Trusses for 3/4" more information. 7/8" Vea el resumen BCSI-B7 Restric- Apply Diagonal Brace to - Vertical webs at end of (I ; f ci6n y Arr!ostre cantilever and at bearing All Lateral Restraints 18.8' Temporal y_ Permanente de locations. lapped at least two trusses. Trusses de Cuerdas *Top chord Temporary Lateral Restraint spacing shall be Paralelas para mals 10' o.c. max. for 3x2 chords and 15' o.c. for 42 chords. informaci6n. 1-3/8" INSTALLING - INSTALACION Out of Plane QTolerances for Out -of -Plane. Out of Plumb Max. Truss Tolerancias pat Fuel -de -Plano. 2 bundles Bow Length Max Bow nom— Length--►�I---// A Mg� Length —►LV D/50 D (ft.) 1/4" 1' 1/2" 2' 3/4" 12.5' 7/8" 14.6' ," ,6.7' max. Bow (I ; f 3/4 " 3' 1-1/8" 18.8' t �-- Length ► �' 9 0 1" 4' 1-1/4" 20.8' m1-1/4" Plumb 0 I'7f Tolerances for bob 5' 1-1/2" 6' 1-3/8" 22.9' 1-1/2" 25.0' u Out -of -Plumb. 1-3/4" 29.2' ToleranciasPa ra D - /50 max Fuera-de-Plomada. 2" z8' 2" 1 233.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Do not proceed with construction until all lateral restraint and bracing is securely and properly in place. No proceda con la construcci6n haste que todas las restric- ciones laterales y 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 Cargo de Construcci6n para mayor informaci6n. Maximum Stack Height for Material on Trusses Material Height Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 34 tiles high PXQP= , r 6 �m yu� 0 Do not overload small groups or single trusses. No sobrecargue peque"nos grupos o trusses individuales. Never stack materials near a peak. Nunca amontone material cerca del pito. Place loads over as many trusses as possible. Coloque las cargos sobre tantos trusses Como sea posible. Q Position loads over load bearing walls. dgQA Coloque las cargos sobre las Paredes soporlantes. pTrussbracingALTERATIONS — ALTERACIONES shownforclarity. QRefer to SCSI -B5 Summary Sheet - Truss Damage 3obsite Modifications & Installation Errors. Vea el res6men BCSI-135 Danos de trusses. Modificaciones en la Obrd 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 torte, altere o perfore ning6n miembro estructural de los trusses, a menos que est6 especificamente permitido en el dibujo del diseno del truss. 0 Trusses that have been overloaded during construction or altered without the Truss Manufac'turer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante to construcci6n o han sido alterados sin una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer rely on the presumption that the Contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the Contractor believes it needs assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures outlined in this document are Intended to ensure that the overall constmcdon techniques employed will put the trusses Into place SAFELY. These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or Contractor It Is not Intended that these recommendations be Interpreted as superior to the Building Designer's design specification for handling, Installing, restraining and bracing lasses and it does not preclude the use of other equivalent methods for restralning(bracing and providing stability for the walls, columns, Boors, roofs and all the Interrelated structural building components as determined by the Contractoc Thus, WTCA and TPI expressly disdalm any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 608/2744849 • www.sbcindustry.com 703/683-1010 • wwwApinst.org 8IWARNIIx17 20061115 Is FN 1 ih.101100RTE N C*IA! HO)A RESUMEN DE LA GUTA DE BUENA PRACTIC�A PARA EL MANE�JO, IINSTALACION, RESTR�ICCION Y ARR(IOSTRE DE LOS TRUSSES (2006 EDIC�ION) i ! t a o .. _ t 1 t , ,. - ` .- : .... _ .,.e........v.. __-... z_ r .... ... ...... .... ......,...,�......__.-.__w...._...._......_.....,..............:..a.-. _,.... _,�: .,u....,._r,.....�.....rs...a_..Ww.._.....,r..... ,,...... _.... __ ..4 ....a.. _.._... _ �...0 ». _.+ FILE COPY OWNERAL �, p APNO 0 -'✓-