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HomeMy WebLinkAbout064-320-05464-32-54 1129-91B;, P:, E,, M HARDING;' J;m '14233 Sherwood Circle, MAgala (new sf) 064-320-054 03-2439 KNOWLDEN, KIRK 14233 SHERWOOD CT, MAGAL INA Cont: G & S CONST REPLACE TRUSSES -DAMAGED IIj �.,4y..I�-r�y..:.a� .�.�rryf1�1J!�.t�f&�t%rav: �sz 2rj.�5.�iYr,`-.-•,.e �- y. r N A /3-2,439 064-320-054. `` KNOWLDEN, KIRK 14233 SHERWOOD CT, MAGALIA Cont: G & S CONST } Iz PLACE TRUSSES -DAMAGED k I - } i0 eii I i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (5 ) 538-7541 PERMIT NO.' (Rev. 12/96) APPLICATION AND PERMIT a � - ASSESSOR PARCEL NUMBER Uo4-31-054 ZONING ;-1 I BUILDING PERMIT OWNER �.y,,�" Knowlden K*kk 00 TELEPHONE Ji "Q400 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 6103 Riverton Ave No. Hollywood 91unG cont CONTRACTOR'S NAMETELEPHONE G & S Construction &191-5C 75 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 7375.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 99.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 14233 Sherwmod Court clas�aliA 5 Energy Plan Checking Fee $ $ PERMIT FEE $rvi LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT - Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: t"QtdAce it'tRSPr, ijttA to ht'pfn rissrna-p Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in ful rce and effect.P 9 c � License Class Lic. No. � / �'%/J � OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages astheir 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 Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BUDS. S° 3.52FT: NON-R°SID ' MULTI.OUTLET (97.50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex, Occup. DurLEr OR FocruREs 20 @ 1.00 BAL @ .50 IED Ex. Occup. °, R D.°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION /1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed 4 the permit is for work of a valuation of one hundred dollars ($100) or less.) O 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X e ' 7- Date Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for exca tions over 5'0" deep and demolition or construction of structures over 3 stories in height. I Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $1 q HAZ IMP FLOOD CDF PARCEL PD HD ISSU This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for w ich fees have By PERMIT EXPIRES ON applicable provisions to do work been paid. Date d y, Date Receipt No. itOP WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 064-320-054 ZONING R-1 BUILDING PERMIT OWNER Knowlden Kirk 800-683-0400 TELEPHONE SO. FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 6103 Riverton Ave No. Hollywood 91606 cont CONTRACTOR'S NAME G & S Construction 891-5d75 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 7375.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $99.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 14233 Sherwood Court M a Energy Plan Checking Fee $ $ PERMIT FEE $ 10 IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT F ing ee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: replace fiY11CCPC f�11e t�CLtree —da[118gg Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 W Mobile Home S G @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.A OR LESS 23.00 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, ( 9 ) and my license is in fU1 rce and effect. / c License Class Lic. No. % rF��n OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING oCCUP. so OR ADONS. ( 8 ACC. BLD S. 3.5¢FT. NEW CONST. MULTI.OUTLET NON GUNS 7.50 POWER APPARATUS 8 SINOLE O nZr CIR. 00 Ex. Occup. OUTLET OR FOCTURES SAL @':50 Ex. Occup. o=Ra oREA� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with a provisions. Q ^'�� ate v �- �� ignature of Applicant - ❑Owner Contractor ❑Agent An OSHA permit is required for exca tions over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for w ich fees have been paid. By Date EXPIRES ON Dete Receipt No. T r UPERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -I PECTO OLDENROD-APPLICANT �Y7 . Y ve y ,. _ e. v rw r y, �,.. ♦.. y ,., �. . ` TY-. 'r.w-`Y..�.. - 1. _ w...T`. _ � �. .,r,- i . Y - ��v -o _�.y t .. f , 0. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ASSESSOR PARCEL NUMBER OWNER: ?x,&C14111 Proposed Building Use: dig, yn Counter Technician: Date: Items required in order to apply for a pe it. All boxes MUST be checked OR marked NA in order to apply. ❑ 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. s3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. . 14Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other l Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 0�14 ❑ 15. ❑ 16. ❑ 17. ❑ 18. ❑ 19. ❑ 20. ❑ 21. ❑ 22. ❑ 23. ❑ 24. ❑ 25. ❑ 26. ❑ 27. ❑ 28. ❑ 29. ❑ 30. Fees as shown on the attached Schedule of Fees Due Sheet. ........... heet.................................. Statement of Intent for Non -heated and A/C Buildings ............................................. Sanitation and plot plan approval from the Environmental Health Department in City of Chico Plumbing permit......................................................................... California Department of Forestry plan approval ❑ paid. Sent by: ...................... Planning approval for (A) Use: (B)Parking: (C) Parcel Check: Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). Pre -Inspection for required ................ Contractor's license information. (Number, Name Style, Classification) ...................... Worker's Compensation Carrier and Policy Number ..............:.............................. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... Manufactured home utility clearance............................................................... Existing violations and/or expired permits......................................................... ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of t e above items ad -r quirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: ❑ phone, ❑ mail, ❑ counter, by ❑ phone, ❑ mail, ❑ counter, by _ Plans approved by: _Structural approved by: Yellow: Building Division Plan Check Letter _Date: _Date: Date:_ Date: +' �.: �►� Vic. LONGFELLOW LUMBER CO,'INC. Quality Truss Design •Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: GBPS Construction Job No: Knowiden (30' Scissors) Address: AP#: C -20E (Rev. 3/03) 14233 Sherwood Circle Magalia 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 Re: GSC0808 MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Longfellow Lumber. Pages or sheets covered by this seal: R9857747 thru R9857747 My license renewal date for the state of California is June 30, 2005. QROF.ESS/ pN ANp q�F C 1.7180 * EXP. 06/30/05 sl CIVIL �P QFCA\-W0�/ BUTTE COUNTY BUILDING ONISION BU APPR®VED August 11,2003 Anderson, Bob The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. Job Truss Truss Type Qty Ply LOADING (psf) SPACING 2-0-0 R9857747 GSCO808 30SCISS SCISSORS 2 1 TCLL 30.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.57 (optional) Longfellow wmoer t -o., Inc., unlco, t,A unuLts-/434 -2-0-0 1 4-6-6 1 8-0 2-0-0 4-6-6 3-5.14 4.LV I Jh 1 s UCi I / LUUL IVII I eK Ino Usirles, Inc. rrl Aug v0 1 O:Vo:VJ LVVJ rage i 11-6-2 I 150-0 1 16-514 l 21-11-12 l 255.10 I 30-0-0 1 32-0-0 3-514 3.514 3-514 3-5-14 3.5-14 4-6.6 2-0-0 Scale = 1:56.4 4x4 II 6 I— — 4XtL 2.50 12 5-8-5 1 104-2 I 15-0-0 1 19-7-14 1 24-3-11 I 30-0-0 5.6-5 4-7-14 4-7-14 4-7-14 4-7-14 5-8.5 Plate Offsets (X,Y): 12:0-0-12,Edge], 110:0-0-12,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.57 14 >629 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.89 14 >403 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.55 10 n/a BCDL 7.0 Code UBC97/ANS195 1st LC LL Min I/deft = 240 Weight: 132 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 2-6-3 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std -G REACTIONS (Ib/size) 2 = 1568/0-3-8, 10 = 1568/0-3-8 Max Horz 2=-10(load case 3) Max Uplift 2=-25(load case 5), 10=-25(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-5491, 3-4=-5239, 4-5=-4459, 5-6=-3494, 6-7=-3494, 7-8=-4459, 8-9=-5239, 9-10=-5491, 10-11 =29 BOT CHORD 2-16=5124, 15-16=4664, 14-15=4010, 13-14=4010, 12-13=4664, 10-12=5124 WEBS 6-14=2408, 3-16=-204, 4-16=375, 4-15=-514, 5-15=484, 5-14=-785, 7-14=-785, 7-13=484, 8-13=-514, 8-12=375, 9-12=-204 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASES) Standard BUTTE COUNTY BUILD, UI API ROVEDING C17180 )*', L A * EXP. 06/30/05 Sp CIVIL �P OF CAOF August 11,2003 A Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE 11111111 Design valid for use only with Mitek connectors. This design is based only upon parameters shown, and is for an individual building component to be u'N o Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss .... designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibil8ty 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 OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 R f Te k r Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each 14 TOP CHORDS other. �/ 1,♦ F C2 C3 3. Place later on each face of truss at each J5 3 O joint and embed fully. Avoid knots and wane at joint locations. �+' U �e U LC8 4. Unless otherwise noted, locate chord splices CL Uat'/4 panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate C7 Cb O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice Is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size, and 4 x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required continuous lateral bracing. WISC/DILHR 960022-W, 970036-N NER 561 unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING 14. Do not cut or alter truss member or plate Indicates location of joints at� which bearings (supports) occur.' without prior approval of a professional engineer. '�1= 15. Care should be exercised in handling, erection and installation of trusses. Effl MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating prac- tices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES Itis the responsibilityof the installer(builder, building contractorlicensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses fora particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad - Avised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. 7 DANGER: A DANGER designates a condition,,, Awhere failure to follow instructions or heed warn- ingwill most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. O ..gJ4 TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 - www.tpinst.org industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed Z on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. AWARNING: Do not break banding until installation begins. Careshould beexercised in banding remov- al to avoid shifting of individual trusses. A WARNING: Do not lift bundled trusses by the bands. JDo not use damaged trusses. JA CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be, strictly prohibited. Frame 1 MONO TRUSS TOP CHORD TEMPORARY BRACING SPAN TOP CHORD MINIMUM LATERALBRACE PITCH SPACING(LB) TOPCHORD DIAGONALBRACE SPACING(DBJ [#trusses] qpirlp I SPF/HF Up to 24' 3/12 8' 17 1 12 Over 24'- 42' 3/12 T 1 10 1 6 Over 42': 54' 3/12 6' 1 6 1 4 Over 54' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properlybraced roofsystem at www. tolnst. org under the "Publications" link. PLUMB — or \` i /lass / =450 12 3 or ;i; tk `,_`® All lateral braces lapped at least 2 trusses. Continuous Ton r.hnrri Lateral Brace Required 10" or Gre Attachml Required A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A INSTALLATION TOLERANCES D(in) I I I Truss D(ft) 12" Depth 1' 24" D(in) 2' 36" I I Lesser of 48" 1" D/50 or 2" t 1/4 Maximum Plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" II -XV T 96" 2" 8' 108" 2" 9' BOW Length L (in) t ,/4 Lesser of U200 or 2" L (in) L (in) ........::::::::::::::::::::... t 1/4 Lesserof U200 or 2" L(in) U200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) U200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES OUT -OF -PLANE INSTALLATION TOLERANCES DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 4 AWARNING: Do not attach cables, chains, or hooks WARNING: Do not lift single trusses with spans to the web members. 11A greater than 30' by the peak. MECHANICAL Aor6o,e.ss INSTALLATION Approximately Approximately 1/2 truss length 1/2 truss length Tag Truss spans less than 30' Line I Spreader Bar 0 Toe In Spreader Bar Toe In Approximately 1/2 to 2/3 truss length Less than or equal to 60' 1/2 to 2/3 truss length Less than or equal to 60' Toe In Toe In Tag Lifting devices should be connected to Line the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of thetruss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo - Tag I rary bracing is installed. Line Tag Line Tag Line At or above mid -height Tag Line Strongback/ Spreader Bar L 1101� NNNNN//Z/Z Approximately 2/3 to 3/4 truss length Greater than 60' Strongback/ 101", 0' 10' Spreader Bar 2/3 to 3/4 truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses DSB-89, and A in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR 1" truss of bra group of truss End brace (EB) Frame 2 GROUND BRACING: BUILDING EXTERIOR 1 Typical vertical attachment ss of braced of trusses 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING SPAN TOPCHORD MINIMUM LATERALBRACE DEPTH SPACING(LB) TOPCHORD DIAGONALBRACE SPACING(DB) [#trusses] SP/DF SPF/HF Up to 32' 30" 1 8' 16 10 Over 32'- 48' 42" 1 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir R; Mi The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least — two trusses. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Vlewphotos ora properlybraced roofsystem at www.to/nst.org under the "Publications" link. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =46° Continuous Top Chord Lateral Brace T Required 10" or Greater Attachment Required — 2p,(D@s) 10 Trusses SPPgiF ? o'c• \e5 15, ot� WARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. A 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Viewphotos ota properlybracedroorsystemat www.tpinst.org under the "Publications" link. ."A•�IS rrtisSes d All lateral braces lapped at least — two trusses. =450 End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 I Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. e e 12 --] 4 or greater PITCHED TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- TOPCHORD LATERALBRACE SPACING(LBs) TOPCHORD DIAGONALBRACE SPACING(DB,) #trusses nal bracing. Diagonal bracing should be nailed SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE'� SPACING(DBJ + #trusses SP/DF SPF/HF Up to 32' 4/12 8' 20 15 Over 32'- 48' 4/12 1 6' 10 7 Over 48'- 60' 4/12 1 5' 6 4 Over 60' See a registered professional engineer note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10" or Greater Attachment / Required L 32 or\ess Top chords that are laterally braced can buckle together and cause collapse if there is no diago- TOPCHORD LATERALBRACE SPACING(LBs) TOPCHORD DIAGONALBRACE SPACING(DB,) #trusses nal bracing. Diagonal bracing should be nailed Up to 28' 2.5 to the underside of the top chord when purlins 17 12 Over 28'- 42' are attached to the topside of the top chord. 6' 1 9 6 View photos ofa properlybraced roofsystem at 3.0 1 5' www.toinsLorgunder the "Publications" link. Over 60' AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A I SCISSORS TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH DIFFERENCE TOPCHORD LATERALBRACE SPACING(LBs) TOPCHORD DIAGONALBRACE SPACING(DB,) #trusses SP/DF I SPF/HF Up to 28' 2.5 7' 17 12 Over 28'- 42' 3.0 6' 1 9 6 Over 42'- 60' 3.0 1 5' 1 S 1 3 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir Continuous Ton Chord Lateral Brac Required 10"orG Attachmen Required Top chordsthatare laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properly braced roofsystem at www.tpinst.org under the "Publications" link. All lateral braces lapped at least 2 trusses. Or Frame 3 `45o 12 5� _�V AOOy fop •c`°yeQ �F =45 0 12 � 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. BOTTOM CHORD TEMPORARY BRACING SPAN MINIMUM PITCH BOTTOMCHORD LATERALBRACE SPACING (LB) BOTTOM CHORD DIAGONALBRACE SPACING(D131) [#trusses] Up to 32' 4/12 15' 20 1 15 Over 32'- 48' 4/12 15' 1 10 1 7 Over 48'- 60' 4/12 15' 1 6 1 4 Over 60' See a replestered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ,,%V 4.%V All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Te ao, w Permanent continuous °o lateral bracing as specified by the truss engineering. =45° Frame 4 Temporary cross bracing at each end of the building and repeated at 20'intervals. c -%V WEB MEMBER PLANE Zr w, LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor 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: G&S Construction Address: AP#: C -20E (Rev. 3103) 14233 Sherwood Circle Magalia Job No: Knowiden (30' Scissors 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 MiTek`::: Re: GSC0808 MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Longfellow Lumber. Pages or sheets covered by this seal: R9857747 thru R9857747 My license renewal date for the state of California is June 30, 2005. C. AN��'<F�� of C 17.180 "z * EXP. 06/30/05 N CIVIC gTFOF CAIF Anderson, Bob BUTTE COUNTY BUILDING DIVISION APPROVED 4/ f'11'71to August 11,2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. Job Truss Truss Type City Ply LOADING (psf) SPACING 2-0-0 R9857747 GSCO808 30SCISS SCISSORS 2 1 TCLL 30.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.57 (optional) Longfellow Lumber Co., Inc., Chico, CA 95928-7434 4.201 SR s Oct 17 2002 MiTek Industries, Inc. Fri Aug 08 16:06:03 2003 Page 1 ql 0 .2.0.0 I 4.6-6 I 8-04 I 11-6.2 I 15-0-0 I 18-5-14 I 21-11-12 I 25-5-10 I 30-0-0 2.0.0 4-6-6 3.5-14 3.5.14 3.5.14 3.5-14 3.5.14 3.5.14 4-6-6 2-0-0 Scale = 1:56.4 4x4 11 _ 2.50 12 4x72 _ 5.8.5 I 10-4-2 I 150- I 19.7.14 I 24311 I 30.0.0 58.5 4.7-14 4-7-14 4-7.14 4-7.14 58-5 Plate Offsets (X,Y): 2:0-0-12, Edge), 110:0-0-12,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.57 14 >629 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.89 14 >403 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.55 10 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 240 Weight: 132 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 2-6-3 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std -G REACTIONS (lb/size) 2=1568/0-3-8, 10=1568/0-3-8 Max Horz 2=-10(load case 3) Max Uplift 2=-25(load case 5), 10=-25(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-5491, 3-4=-5239, 4-5=-4459, 5-6=-3494, 6-7=-3494, 7-8=-4459, BUE �j"'tUi 8-9 = -5239, 9.10 = -5491, 10-11 = 29 3ir,J NW BOT CHORD 2-16=5124, -16=- 04, 16=375,010, 13-14=4010, 12-13=4664, 10-12=5124 BUILDING DIVISION WEBS 6-14=2408, 3-16=-204, 4-16=375, 4-15=-514, 5-15=484, 5-14=-785, 7-14=-785, 7-13=484, 8-13=-514, 8-12=375, 9.12=-204 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEIS) Standard APPROVED Q9,OF ESS/Q C17180- * EXP. 06/30/OS * LOJ. CIVll. �P August 11,2003 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with Mrrek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parementers and proper incorporation of component Is responsibility of building designer - not buss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibilliy, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance Mal regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 [ � ..`: Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719 r Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury `Center plate on joint unless dimensions indicate otherwise. -Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each �$ TOP CHORDS other. �/ ♦ C2 C3 face g o co JS �O a O 3. Place plates on each of truss at each joint and embed fully. Avoid knots and wane at joint locations. u v+ U 4. Unless otherwise noted, locate chord splices �5 U U O at V. panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate J. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. ~ Ce C7 C6 O BOTTOM CHORDS plates 1 /8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBG 3907, 4922 LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING � 14. Do not cut or alter truss member or plate Indicates location of joints at which bearings (supports) occur. without prior approval of a professional engineer. i � 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: ACAUTION identifies safe operating prac- tices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES Itis the responsibiliryof the installer(builder. building contractorlicensed contractor. erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad - Avised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed warn ingwill most likely result in seriouspersonal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. O TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 • www.tpinst.org industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stoFed horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. AWARNING: Do not break banding until installation begins. Care should beexercised in banding remov- al to avoid shifting of individual trusses. JA WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ACAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be, strictly prohibited. Frame 1 MONO TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH TOPCHORD TOP CHORD DIAGONALBRACE LATERALBRACE SPACING(DB,) SPACING(LB) [#trusses] Up to 24' 1 3/12 8' 1 17 1 12 Over 24'- 42' 1 3/12 7' 1 10 1 6 Over 42'- 54' 1 3/12 6' 1 6 1 4 Over 54' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properly braced roofsystem at www.t inp st.orgunderthe"Publications"link. PLUMB 2q�SS 12 ,L3 or gre 44 'L MAN All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required / 10" or Greater f ;4fio Attachment Required J WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A INSTALLATION TOLERANCES D(in) I I I Truss D(ft) 12" Depth 1' 24" D(in) 2' 36" I I Lesser of 48" 1" Ir D/50 or 2" t 1/4 Maximum Plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-X4" 7' W. 2" 8' 108" 2" 9' OUT -OF -PLUMB INSTALLATION TOLERANCES BOW Length L (in) ........::::::.............. T t 1/4 Lesser of 0200 or 2" L (in) L (in) T ........:::::::::::::::::::::::....... t 1/4 Lesserof U200 or 2" L(in) U200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES DANGER: Under no circumstances should AWARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 h' -[ A WARNING: Do not attach cables, chains, or hooks to the web members. l� Approximately Approximately 1/2 truss length '/2 truss length Tag Truss spans less than 30' Tag Line Line Spreader Bar, Toe In Spreader Bar Toe In Approximately '/2 to 2/3 truss length Less than or equal to 60' Approximately 1/2 to 2/3 truss length Less than or equal to 60' Toe In Tag Line 1AWARNING: Do not lift single trusses with spans greater than 30' by the peak. MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of thetruss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Strongback/ Spreader Bar 2/3 to 3/o truss length Greater than 60' Strongback/ 10' 10' Spreader Bar Toe In At or above mid -height ZYA Approximately 2/3 to 3/4 truss length Tag Tag Greater than 60' Line Line CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses DSB-89, and A in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR 1., truss of bra group of truss End brace (EB) Frame 2 GROUND BRACING: BUILDING EXTERIOR Typical vertical attachment ss of braced of trusses 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING y� SPAN MINIMUM DEPTH TOPCHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE SPACING(DBs) [#trusses] SP/DF SPF HF Up to 32' 30" 1 8' 16 10 Over 32'- 48' 42" 1 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem-FIr ;nc cnu U109 1101 brace for cantilevered trusses must be placed on vertical webs in line with the support. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos of a properly braced roof system at www.talnst.orgunder the "Publications" link. End diagonals are essential for stability and must be duplicated on both ends of the truss system. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properly braced roofsystem at www.fginst.org under the "Publications"link. 30, �•�'IS rrts-ses All lateral braces lapped at least - two trusses. =4s° End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. e 12 4 or greater PITCHED TRUSS TOP CHORD TEMPORARY BRACING TOPCHORD LATERALBRACE SPACING(LBs) MINIMUM SPAN PITCH TOP CHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE,l SPACING(DBJ f#trusses SP/DF SPF/HF Up to 32' 4/12 1 8' 20 15 Over 32'- 48' 4/12 1 6' 10 7 Over 48'- 60' 4/12 1 5' 6 4 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace —� Required 10" or Greater Attachment Required 32 ortess Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properly braced roofsystem at www, toinst. org under the "Publications " link. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A SCISSORS TRUSS TOP CHORD TEMPORARY BRACING MINIMUM PITCH SPAN DIFFERENCE TOPCHORD LATERALBRACE SPACING(LBs) TOPCHORD DIAGONALBRACE SPACING(DBJ [# trusses) SP/DF I SPF/HF Up to 28' 2.5 1 7' 17 12 Over 28'- 42' 3.0 6' 9 6 Over 42'- 60' 1 3.0 1 5' S 1 3 Over 60' 1See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir Continuous Tnn Chnrri Lateral Brace Required 10"orGn Attachment Required - Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Viewphotos ofa properly braced roof system at www.toinst.org under the "Publications" link. All lateral braces lapped at least 2 trusses. Frame 3 '45o ^45o 12 � 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. I BOTTOM CHORD TEMPORARY BRACING SPAN MINIMUM PITCH BOTTOMCHORD LATERALBRACE SPACING (LB) BOTTOM CHORD DIAGONALBRACE SPACING(DBS) [#trusses] SP/DF SPFIHF Up to 32' 1 4/12 15' 20 15 Over 32'- 48' 1 4/12 1 15' 10 7 Over 48'- 60' 1 4/12 1 15' 6 4 Over 60' 1 See a registered professional en ineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem-Flr SPF - Spruce -Pine -Fir /.A All lateral braces lapped at least 2 trusses. c.%V BOTTOM CHORD PLANE A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 10 ` Permanent continuous °c lateral bracing as specified by the truss engineering. _450 Frame 4 Temporary cross bracing at each end of the building and repeated at 20'intervals. S.%V sA WEB MEMBER PLANE RESIDENTIAL 64-32-54- 1129-91B-,P,E,M HARDING, Jim 14233 Sherwood Circle, MAgalia (new sf) f: q l • ;e I K 1, r • OFFICE COPY 1 Address \ Me er y DateECTRIC EL Meter By _ Dateo JOB FINALED in —�— Signature 'J OK O = Not OK - = Not Applicable Not Ready RESIDENTIAL (S = Date UNDERFLOOR (Plans) OK except #'s z ming -Setbacks -Easements- pod -Slope L2. Ftg ain: Soils-Elec. G6&-/ " Fig. Depth 6 tg.. Garage: Soils-Steel-Elec. Grnd.-(Q/" Fig. Depth 4. Fig.. Porches & Decks; Soils -Steel-/ /Fig. Depth - St walls, Main; Steel -Bl ockouts-Wrapped . Stemwalls, Garage: Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel- apped 8. Pt - replace Ftg.-Steel V.; Fall -Fitting -Test -2 Way C/ ewer Test 10. ize- nchors 11. ter Pipe; Test-Anchor-Regu ator-Service Ter 12. Elec 'c; Underground 1 !en ms & Duc leg/ance-Ma -Sup 1.4rders-Sills-Ant Bolts -Jo' -Vents- Ales -T-1 z-J'1� 15. Insulation Dateg'-% Card 8- Date Card B-1 Date •3 41 Card B-1 11f ,: Date Card 13-1 Date PLU ING`(Permit) OK except k's 1115.11hater Htr.: Ve -Access-Combustion Air -Baffle 1� ater Pipe: est & Anchor -Nail Protection D.W.V.' Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date .-q:�>. lcard B-1 Date Card B-1 Date Card B-1 Date Card B-1 _ Date ELECTRICAL (Permit) OK except ti's _ 22. Fixture & Transformer Clearance -Ins. Protection _ Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors -Stapled _ 2 . Romex Installed Close to Edge of Studs & C.J. 2XEquip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. Appliance Circuts in Kitchen & Conductor Size/GFI ceg_-8 bleed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 2 Range Circ. /C/ ga. Cu or Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 3 . ervice-Riser Conductors & Ground -Main Disconnect _ 31' Equip. Clearances Panels -Motors -Meth. Equip. ..32--etothes Closet Light -Shower Light -Spa Light 3eSmoke Detector Date A- •L O Card B-1 &S -J Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's _ 3 A.C. Ducts Insulation & Support _ Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 7. F6rnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date. L. 1,0 I Card B-1 Date Card B-1 Date /Card B-1 Date Card B-1 Date FRArMING (Plans) OK except a's Sils. Proper Material & Anchors .- V IIs Studs -Nailing, Spacing & Bracin - s ound _ 41. Vearing Walls over Girders & Floor Nailing 4 raft Stop in Walls (rat proof) 4 Fire Stops; Furred Ceilings -Stairs se Ob 44. Headers & Beam -Size & Bearing ingle• & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties- Pu rlin-roof Brac-Truss-Shthng.-Rfng. 4 irepla Ties or Type A Flue -Fireplace Throat clearance ces - Size & Romex Protection -Draft Stop -Ins. Baffles 4 Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50o arage Fire Protection Framing �• 5VProperty Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 5Vplywood on Roof Overhang -Attic Vents -Rafter Outriggers 5VSiding-Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Sr/Gla ' g "Area -Glass Protection -Skylights -Plastic. 58. S ear Walls; Nailing -Bolts Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date - L O jCard B-1 v Date Card B-1 Date r ?- I Card B-1 Date Card B-1 Date FINAL (Plans) OK except ti's jxt. Steps -Door & Sidelight Protection -Landings S oke Detector 6 . Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection Bedroom Exiting 6 F.I. & Bath Fixtures & Tub Access -Spa 66.-Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd -Air Gap -Cooking Clearance 71LElec. Outlets & Receptacles at Kit. Counter 7 arage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Meth. Protection Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 7 . Insulation -Foam -Looked in Attic ❑ Yes 78 uard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 801"Following instld.; Drive Yes ❑ No; Walks ❑ Yes o; Planters ❑ Yes 01110 81. Stucco; Brown -Finish 8 _c. Unit; Disconnect, Electrical, Plumbing 83,Nents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84, -'Water Well; Disconnect, Electrical, Plumbing 8KExterior Elec. Trim; G.F.I. Receptacle -Underground 8W -'Ventilation Throughout House 8a' Glass Protection orrections from Previous Inspections 8 . Gas Test -Meters Tagged: Gas -Electric ter & Sewer Connected -C/O to Grade -HD Approval 9 . nergy Compliance Certificate -Other Certificates Date Sj, @y ) Card B-1 C J N Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK O=Not OK ' =Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O Concrete 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Cocnectors Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L" ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s e 1. Zoning Requirements -Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector POOLS (Plans) OK except Ws 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. Elec.; Receptacles and Lighting. Distances-GFI 8. Gas and Electricity Tagged 5. Elec.; Pool Lighting; 15 volts-GFI 9. Exits; Insp.-Sketch 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Cert. of Occupancy 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Date Card 13-1 Date Card B-1 Date Card B-1 Date Card B-1 10. Plumb.; Cir. Test -Water Supply Test . j MISCELLANEOUS Date_ DECKS, COVERS, CARPORTS, GARAGES (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Cocnectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except Ws 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting. Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test DateCard _ B-1 Date Card B-1 Date Card B-1 Date Card B-1 Owner u3zZ ` • t y;,; �z :a. .L• s.:. y Vii' i'� lwY• Permit No. Y } ERGY CERTIFICATION -- LOCATION DESCRIPTION OF INS LATION ROOF MATERIAL BRAND NAME THICKNESS THERMAL RES. A. P. NO. EXTERIOR WALL -- MATERIAL FIBERGLASS BRAND NAME CERTAINTEED THICKNESS7� It Z " THERMAL RES. - t CEILING BATT OR BLANKET TYPE F' RAND NAME CERTAINTEED THICKNESS 1 d'' THERMAL RES. LOOSE FILLTYPE INSUL-SAFE IIIBRAND NAME CWTAINTEED THICKNESS I -a_•1 THERMAL RES. K - 3 ez FLOOR,ELEVATED MATERIAL FI ERGLASS BRAND NAME CERTAINTEED THICKNESS '1 THERMAL RES. re-( ci FLOOR, SLAB MATERIAL BRAND NAME THICKNESS THERMAL RES. WIDTH FOUNDATION WALL MATERIAL BRAND NAME THICKNESS L THERMAL RES. —t I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. SHASTA INSULATION INC. #530235 FIRM NAME OWNER STATE CONTR. LICENSE NO. C '7- 9- 91 I hereby certify the above insulation and all required items as shown on the Building Depart. approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of Calif. ---------------Z3.��----------------- FIRM NAME/OWNER (PLISE PRINT) STATE CONTRACTOR'S LICENSE NO. ERA R 0 DATE This certificate must be- on file - with - the BUILDING DEPARTMENT prior to final inspection approval and a copy shall be posted within the building. JANUARY_- 1984- _ COUNTY OF BUTTE �, r DEPARTMENT OF PUBLIC WORKS 19(;'Memorial Way; Chico — Phone: 891-2751 7 CountyCenterDrive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE` PA AA I L e - OWNER MI l A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. j)f.' i°R o v , J,c - ZTA,8 S PL?,Sr- `f WAS E /.✓s j JV ro,--) U Me 1 �✓ . Date �/ Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS i 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. O0AA)f ('oft Ile ttq"ilei ? Oy r f l 51 ke Li i 1'k C�� !�G N � I ✓� 1 r" i S-��, (3 1laA Date Inspector TO: Building Department FROM: Encroachment Permit Section RE:' Driveway Clearance A/ 2- e- daJ &"41- 3�L -owner location AP # Driveway permit 'LO has been issued for the above property. n b l s i g n a,4 re . date TO Buildinq Department C kR-0- c - Environmental Health SUBJECT: Sanitation Clearance Maduml Gule,uug al%.p dory- 32-0' o5& OwnWr Location AP# Plan Approved for: Sewaqe Disposal_ Water Supply Hold final for: Final.clearance O.R. for: Clearance for bedroom Mabit-e home. Other NOTE *�* Water Supply Water Supply S n a RV Date J TJ Buildinv Departme.t FROM: Environmental Health SUBJECT: Sanitation Clearance i a &J � • _ �.,u— � I��t.ry �d G rc�.t � �� , � a� 32 0 �5 � Owen Location ' AP# Plan_ Approved for: Sewaqe Disposal Water Supply Hold final for: Final clearance O.K. for: Water Supply Water Supply Clearance for -rte bedroom mobile home. Other D -PC 2-0t .=Jt_ 44Q K S E Cew.Ka� NOTE * * * Date San�.t r s, "`o'�.., . •_s.. �.«.:&i`s. '`.i': ,1... .+"! P.. -. .. .frP".•.. ,, ..r_�...y...�•waQ'.r;.:...v,.�..i...ry..ti..,...-r..a',r..�.-.o..-n.-...�'y-A�� •... .. ... .�,ccR�r�+.-:+1 r. . A. BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM 11(One..Form per Building) A.P. Number y '✓i/ Building Department No. /100' _ School District P4/2,0 0/ t_ City D County Jurisdiction Property Owner Project Location/Address �yltetr-i a a.o C1_ ' Subdivision /Of / . < Lot Number Residential Development: �Elj Sq. Footage/ # of Living MHI Addition (Group R) Units Commercial/Industrial: —. 'Sq. Footage New Addition (Including Exterior Roofed Areas) ng uepar-cmenz representative -�(_ /? -1 Date (Floor Plans reviewed by School District Personnel) DisteaQCT `/ �,`./ , p�Q� School District certifies that rl i A ,. e ,% i 3 (Applican .�Name)0 (Phone Number) (� reet Address) U (City) (State) �` (Zip Bode) has complied with the requirements of Resolution No. br he pjyment of $ representing �'' square feet. School District Representative PAID BY CHECK NO. ( BANK NO PAID BY CASH REMARKS: Date white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER S ZONING F -- BUILDING PERMIT OWNER .� N rNr,4%, TELEPHONE SO. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS'Sp CONTRACTOR'S--77�TOR'S NAME TELEPHONE C V N / aY D � ka �_ li O PSV .Oc►d d CONTRACTOR'S MAILING ADDRESS Fireplace-^^ CONSTRUCTION LENDER 4*3 UNKNOWN Total Valuation $ � L- V Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 3 7 ARCHITECT OR ENGINEER V LICENSE NO. Plan Checking Fee $ IR Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS �' Permit fee $ `��30 - PLUMBING PERMIT Filing Fee 10.00 Each Trap A01 2.00 Zo — Solar or heat pump water heater 20.00 LOT NO. r SUB IVISI0N NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 1 5.00 USE OF STRUCTURE SF�Duplex❑�Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New 2---Addition ❑ Remodel❑ Utilities [I Installation❑ Other❑ Describe work:- - _ Permit Fee $ O Contractor ELECTRICAL PERMIT Filing Fee 10.00 ` Main service 600V OR LESS 10.00 — 100 AMP OR LESS Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): 1Z I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in f li force and effect. r te` License No. "14421 Classification. Fl I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.! DWELLING OCCUP.N\ /�2sgft ry" OR ADONS. l ACC. BLDGS. NEW CONSTF ULTI.OUTLET 2.50 ea NON.RESID BRANCH CIRC ITS POWER APPARATUS &) SINGLE OUTLET CIR. 20 Ex. Occup(OUTLETS OR FIXTURES eA a30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.1 EA,) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating 's O lc ef- 6 l?.11!1241-104 UG Cooling r %/s" - 5 Hood ( 300 3 r Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date A \%I Signature of Applicant — OWner"Q Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 33 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE 33 TOTAL FEE $ 72J S3 HAz. cuA PARK SCHL I FLD I CDF I PAR PD I HD. I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work Indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. /I % q ,L WHITE-D.P.W., TELLOW-ASSE330R. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARRTMEI- T OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CE jER DRIVE 'OROVIi UE,,,CALIFORNIA 95965 - TELEPHONE: 916/538-7541 z ' ' PERMIT APPLICATION DATA SHEET 1 4 Permit No. OWNER V f /\ � /1/� r'.S A. P. No. - 3 Proposed Building Use s, �Q Building Inspector Date y-"- g� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. ' 5. Hazardous Material Form .......................................... a 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions .................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... �4. AoiJL School D'strict fees paid .............. - ���- �� 20 Sanitation approval from ��"����� Health Department 1 15. City of Chico plumbing permit....... .. ...... ............... 91 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW _119. Driveway permit (construction approval required prior to occupancy) `l3 E2 20. Pre -Inspection for required Pre-Inspec.request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 2. Owner -Builder Verification (Given to owner ❑, Mail to.,owner ❑) ..... . Recorded copy of Agricultural Acknowledgment Statement 13HIT.0 25. Letter of signature authorization ........................ ............ 26. 27. When you issue the permit process as follows: Mail to owner. Mail to contractor. g 7�_ 0i2-3 Telephone and hold for pickup at office. Deliver w/inspector. , Other 1 Applicant Date P. Copy of H,az-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to permg issuan (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: r designer, �ne��r was advised of above required data by �phone�nall_counter designer, t rrer, was advised of above required data by—phone —mal l—counter Plans checked by Copy—DPW Date Plans approved by Sets of plans onO�0ld in File cab!pet AP folder by -M/ ..date by date Date - RESIDENTIAL PLAN_ CHECKING GUIDE 12/90 (S.F., DUPLEX & MISC.,ONLY) Bldg. Permit,# 1109-D OWNER AxrD//V6 A.P. # ,3Z -S Plan Checker GENERAL 1-'4,-/, Zoning requirements: (sideyards and number of permitted living units). Valuation. an`s signed by designer. 4 Proper description of work on application. xisting violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). 7. --Recorded notice of violation. 11 PLOT PLAN Y- &mplete parcel size and dimensions. 3�-�Setbacks, sideyards, easements, etc. 31—OtTier buildings or structures.' rading, fills, drainage. Flood hazard. &-----Special conditions on creation map, usti� and foundations). S-----FAIT-&-FAS road setback. (noise, CDF, fire sprinklers, non -comb - utilities across lot lines (Record form). FLOOR PLAN 5'�_-►plete to scale plan with dimensions. 2. Required windows for light and ventilation (Sec. 1205). 3! Required wincfows' for second exit (Sec. 1204) . ghts (Chapter 34 & Sec. 5207). man impact glass (Sec. 5406). ��>�aequired room sizes, ceiling heights (Sec. 1207). 7GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). 8/.-�ight fixtures, switches, receptacles, and exterior receptacles for main- te nce of mechanical equipment. 9. ocations of water heater, heating and cooling equipment, other electrical or gas equipment. 1*'G rage firewall, door size, and closer (Sec..503(d)(3)). 11'!1 - 3'0" exterior exit door (sec. 3304 (f). 12—T:ace and wood stove location, alcoves, and clearance. 13 !Smoke detectors (Sec. 1210). Dumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 1�Standard bracing or engineered design (Table 25V) 2--U—nusual shape, size, or split level house requiring lateral design. 3KFoundation plan complete enough to construct building. ✓4. door construction details complete enough to construct building. ��ioof levations and wall construction details complete enough to construct building. construction details complete enough to construct building. ire�`ace construction details and talcs if necessary. after ties or bearing ridge beam. Garage door or porch header sizes. 10 Stud heights. aobe soils - special foundation design. 12,--Re-taining walls requiring design. l�cial Inspection required. 12/90 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS•ITEMS.TO LOOK OUT FOR >, 1l'_Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). 24 ----Guardrail details (Sec. 1711 & 3306(j). 3 rick or stone veneer (Chapter 30). �xterior plaster - weep screeds (Sec. 4706). 5. Proper roof pitch for roof convering (Chapter 32). 64 --Roof covering type - (fire hazard). 7�.—Fuam­insulation - protection. 8 �6" halls and stairways. 9—.—Li ing area over garage - complete 1 -hour 'separation required on garage side including- supporting walls and posts, etc. 1-O.Pc exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 1 .Attic access and ventilation (Sec. 3205). 1nderfloor access and ventilation (Sec. 2516). 1311.. Combustion air for fuel burning appliances - L.P.G. requirements. 5poise requirements on duplexes. 1.Energy design. 16!4Flashing at all exterior openings. 17-.--CDF responsible area requirements. ME All that real property. situate in the County of Butte, State of California, described as follows: -3� z !-\ S Date:_ April 17, 1991 State of California) ) SS. County of Butte A ee �Q � \FOP eeeeG�`r\GGPnA�'�2� eee ee � QJ0 0 Q\�es eel oe ee oee eee 0 ee®ee 'Present A.P. No. 64-37-54 PROPERTY OWNERS: im Harding On this the 17th day of April , 19 91 , before me, the undersigned Notary Public, personally appeared Eli vPersonally known to me. ❑ Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) _ is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. END OF DOCUMENT 859 Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 df the Butte County Code requires this acknowlddgement be recorded prior to issuance of a'building permit. 91-018694 I Rec Fee 5.00, - The property described herein is adjacent' 1 Cash 5.00w to land or included within an area zoned Recorded I '•� ' for agricultural purposes, and residents Official Records 1 of this property may be subject to incon- Cbunty of veniences or discomfort arising from the . . Butte I use of agricultural chemicals, including, Candace J. Grubbs 1 but not limited to herbicides, pesticides, Recorder 1 >' and fertilizers; and from the pursuit 2:49pm 13 -May -91 1 XX 1 of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property. situate in the County of Butte, State of California, described as follows: -3� z !-\ S Date:_ April 17, 1991 State of California) ) SS. County of Butte A ee �Q � \FOP eeeeG�`r\GGPnA�'�2� eee ee � QJ0 0 Q\�es eel oe ee oee eee 0 ee®ee 'Present A.P. No. 64-37-54 PROPERTY OWNERS: im Harding On this the 17th day of April , 19 91 , before me, the undersigned Notary Public, personally appeared Eli vPersonally known to me. ❑ Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) _ is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. END OF DOCUMENT �.3 p COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 .. APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 64-32-54 ZONING RT -1 BUILDING PERMIT OWNER Jim Harding TELEPHONE 77-0423 SQ. FT. OCC.1 BUILDING VALUATIO 1775R 71-000 OWNER'S MAILING ADDRESS 5531 Honey R>xX ViewTerrace Paradise 400 M 5,600 CONTRACTOR'S NAME Same TELEPHONE 24 COV 240 200 open 1,000 CONTRACTOR'S MAILING ADDRESS Fireplace "A" 1 000 CONSTRUCTION LENDER T UNKNOWN Total Valuation $ 78, 84 Filing Fee $ 10,00 .LENone DER'S MAILING ADDRESS Permit Fee $ 0.00 ARCHITECT OR ENGIt4EER None LICENSE NO. Plan Checking Fee $ 185.00 Energy Pian Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Lot 69 CC4 Paradise Permit fee $ 580.00 PLUMBING PERMIT Filing Fee 10.00 I � 3 Each Trap 2.00 A lei, Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION 69 NAME ARCEL MAP PP Unit 4 S. �l Water piping 5.00 Each pas water heater or vent 5.00 USE OF STRUCTURE SF MK Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 pa TYPE OF WORK New l`_g Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3BR Permit Fee $ 50 00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e10v OR LESS 1 10.00 10.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW of perI y (Check One): 1 declare under penaltyperjury I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is inull force and effect. License No. 23Z��� Classification."' I, as the owner, or my employees with wages as their sole compen- ❑ - sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.&) OR ACDNS. ACC, BLDGS. yzQsgft 54.00 NEW CONST R. MULTI -OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS I& (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES eA 090 FIXED APPLNS. O Ex. Occup. OUTLETS (RESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 74.00 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 7S I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ElI shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating 100,000 dual pack lin Cooling 31 TON 1 11.5 11.50 Hood 1 3.00 3.00 Ventilation 7 3.001 9.00 Permit Fee $ 39.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. A Date�sM Signat�Applicant - Owner! Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct -IRE ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30 -00 -- lyi- c TOTAL FEE $ 7 3. 0 HAZ CUA PARK S H FCDF PAR PD I H ISSUE This permit is hereby issued unoer the applicable provi- sions of the Butte County.Code and/or resolutions to do work indicated above for which fees have been paid. O F PUBLIC WORKS By. Date " PERMIT EXPIRES Date Receipt No. T ��' - 0 % WHITE-D.P.W.. YELLOW-ASSE330R. PINK -INSPECTOR, GOLDENROD -APPLICANT Complaint Date C( Other Date 1 BUTTE COUNTY COMPLAINT FORM OWNER /y2j A. P. Address ,� S �/ ti ��yi `.-- / = 4 �n %��-z A-�„--* Zoning Complaint Location A/ -2- ,� C� ;�' ? Taken By: �1 �- VIOLATION TYPE [] BUILDING COMPLAINT: r = HEALTH Q PLANNING "2-7- `L i OTHER 7 PERMIT HISTORY ON FILE Q NONE AS FOLLOWS: FIELD INFORMATION TENANT: Name Address Description of Violation GcuZ- al”- �7. a ��•� �� ��� OTHER COMMENTS: U� Approx. Bldg./MH Size Approx. Bldg./MH Age Under Construction Built By./For resent Owner Q Previous Owner Occupied' Has Power % Has Gas [zi --Has Sanitation Facilities Q Written Notice Given & Attached Q Person Contacted Describe Action Action Taken: ACTION RECOMMENDED: L - Information only, file Letter Other I� 10 Day Letter Hold for Days 1. DATE —%Z f, cc Complaint Date C( Other Date BUTTE COUNTY COMPLAINT FORM OWNER '/". e-sLTFi�Z. Address Complaint LocationJ�- VIOLATION TYPE BUILDING Q HEALTH. L-� PLANNING _ COMPLAINT: "C -L-0 PAN Ul/ A.P.# Zoning Taken By: J OTHER PERMIT HISTORY ON FILE Q NONE AS FOLLOWS: TENANT: Name Description of Violation FIELD INFORMATION Address OTHER COMMENTS: Approx. Bldg./MH Size Approx. Bldg./MH Age Fj Under Construction Built By./For-F- ] Present Owner Q Previous .Owner Occupied 0 Has Power Q Has Gas Q Has Sanitation Facilities QWritten Notice Given & Attached Q Person Contacted Describe Action Taken: 4 ACTION RECOMMENDED: Information only, file 10 Day Letter Letter Hold for Days Other, BY: DATE COMPLAINANT �%� S C ADDRESS: � 2'3 _�-' �S'/�e W �� � �'i��r Gr,`1 '.71/ PHONE NUMBER: OTHER COMMENTS: �" SEP -23-98 10:03 AM REAL PRO 8729089 P.01 DATE 9/23/98 FROM: Name: Sue $oeth Address: 205 Paa rcnn PH _ Paradise CA 95969 Attn: Sue/ Linda. Phone: _872-16()() Fax: 872-9089 TO: Butte County Building Division 7 County Center Drive Oroville, CA 95965 Phone (916) 538-7541 Fax (916) 538-2140 SUBJ: Request for Building Permit Information Request you research the building permit records for the following parcel: A.P. # ADDRESS OWNER'S NAME 061-W-054 14233 Sherwood Circle. Magalia 3,10 Please research any building permits applied for, issued and finaled on this.property. I understand a research fee of $23.00 (minimum) is required by the Building Division. Research and report time in excess of 30 minutes will be billed at $46.00/hour in 30 minute intervals. (Butte County Ordinance x+3075, effective 7/12/93, requires paymcnt of this fcc.) Please ❑ Mail ❑ Fax report to me at address/Fax // above. Signature of Requester Atch: Check for $23.00 (Payable to Butte County Treasurer) I 1. Ceiling Insulation F2 factor 0.90 Number of stones 3 -1 R -value One Two Three R-0 -103 -49 32-- R-19 -8 -4 -2 R-30 -2 -1 .1 R-38 0 0 0 U -value -24 -10 4 0.50 A 76 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 O.CB -18 -9 -6 0.C6 -11 -5 -4 0.C4 -4 -2 -1 O.C2 4 2 1 0.00 11 5 3 2. Wall Insulation 5 13 27 Single- Single. -9 -2 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -40 -11 -4 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation 17 -23 Insulation in Floor 3 8 12 Number of stories 16 0 -value One Two Three R-0 -17 -8 -5 R-11 3 -2 .1 R-19 0 0 0 R-30 3 1 1 U -value -12 4 8 0.60 -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 34 -22 0.20 -t3 -21 -14 0.10 -17 -8 -5 0.08 -11 3 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 O.CO 10 5 3 Controlled Ventilation Crawlspace • 5 (assumes ducts in attic) Number of stories 2 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R•11 -2 -2 -2 R-19 -i -2 -2 -1. Slab Edge Insulation 1 0.80 • Number of Stories 4 R -value One Two Three R-0 0 0 0• R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 d 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total -14 -48 -69 -64 U -value %Glass Percent East South .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -i4 3 8 '35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 3 3 9 15 21 -34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17. 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 .6- 9 12 15 19 11 3 7. 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7.,Shading (Shade Open) Effective Pereestt Clan (percent glua x SC) Effective -14 -48 -69 -64 na %Glass Noah East South West Skylight 18 5 1 4 1 na i6 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 y 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 ---1- 1 12 2 0 -1 -2 d -2 0 na = not allowed t3. Shading (Shade Closed) Effective Percent Glass (peresat glass x SC) %Gists North East South West &1501 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 s6 na 12 -8 -29 40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 31 -29 -74 91 -5 -20 -27 -25 -65 8 -5 -l7 -23 .-21 -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 -38 5 -2 -9 -11 •10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 4.0 -1 -9 1 1 1 1 -4- -t 0 2 3 4 3 0 5.5 5 8 9 11 12 12 6.0 9. Interior Thermal Mass SC Interior 5-9 Slab Floor Raised Floor . Mass -5 Stories Stories -4 3 /CFA One Two Three ' One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 d -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 .1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass 2 Exterior Single- Single - 0 0_. 0 Wall 0 Family Family Multi 8 --I Mass 4 Detached Attached Famiy 0.00 14 12 0 0 0 5 0.20 22 3 2 1 10 0.40 11.0 5 4 3 15 0.60 8 8 6 4 26 22 0.80 14 '10 a 5 33 7.00 20 13 10 7 700 1.20 1700 13 12 8 Crefit . 1.40 b 12 13 9 or 1.60 Type 10 13 11 1699 1.80 more 10 12 12 0 200 0 10 11 13 or 11. Heating System 1A 7 5 4 SE or HSPF HP HWR 9 • 5 (assumes ducts in attic) 2 2 2.7 WSB Sum of 1.6 4 3 2 2 -25 or -24 to -14 to d to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8" 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 -23 *-2 EfTective SE or HSPF -6 - :5» (SE or HSPF x duct eMciency) None Effective -25 or -24 to -14 b -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more ' 0.30 Z75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 •18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3. 2 2 12. Cooling Syst!m SC Eff. % Glass 5-9 x SEER One -5 -4 -4 3 (assumes ducts In attle) Two + , 3 3 Stm of 7-10 2 2 1 Single-Famlly -25 or -24 to r14 to -4 b +6 to 16 or SEER less -15 i 5 +5 +15 more 8.0 -14 -12 -10 -8 5 -4 8.5 -9 -7 -6 -5 d -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 13.0 20 17 14 12 9 6 4.6 Solar Effedtre SEER -1 -1 0 (SEER xlud eMclency) 0.6 HWR -18 Stan of 7-10 -9 -7 EffectFre-25 or -24 to -14 b: -4 b +6 to 16 or SEER lest -15 5 +5 +15 more 5.0 30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 5 4 6.6 -5 -4 -4 3 -2 2 7.0 0 0 0_. 0 0 0 8.0 9 8 --I 5 4 3. 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 700 Zonal Control Adjustment 1700 2200 Heater Crefit or b 4- 3 or No Cooling System Installed Type Stories SC Eff. % Glass 5-9 x , 77 One -5 -4 -4 3 -2 -2 Two + , 3 3 2 2 2 1 Single-Famlly Detached and Attached %� Glass Unit Size [so Eff. % Glass Water X 099 1200 1700 2200 2700 Heater Uedit or to to to or Type Type' loss ,1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 ' • 8 6 5 4 HP HWR 8 5 4 3 3 0.2 WSB 5 3 3 2 2 1.7. POU 8 5 4 3 3 SE None 37 -24 -18 -15 -12 , 4.6 Solar -1- -1 -1 0 0 0.6 HWR -18 *-12 -9 -7 -6 21 WS8 -25 -16 -12 -10 -8 3.5 POU. -18 . -12 .9 -7 -6 n None 5 -3 -2 -2 -2 1 Solar 7 5 4 3 2 2.4 POU 3 2_ 1 1 1 IE None -28 -19 -14 -11 -9 5.4 Solar 8 5 4 3 3 1.4 POU -10 3 -5 -4 -3 28 Multi -Family (Individual units) 17 19 4.1 4.3 Unit Size (sq 4.7 Water 5.1 699 700 1200 1700 2200 Heater Crefit or b to 10 or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 1A 7 5 4 377 HP HWR 9 • 5 3 2 2 2.7 WSB 9 4 3 2 2 42 POU 9' 5 3 12� �2 I SE None -45 -23 -15 11 .9 1.4 Solar, 2 1 1 0 0 28 HWR -23 -12 .8 -6 f-^7.5»1 4.1 WSB: -25 -13 -8 -6 -5T =+ 56 POU -23 *-2 -8 -6 - :5» IG None -8 :4 3 -2 -2 2.9 Solar 6 3 2 1 1 4.4 POU 1 _ 0 . 0 0 0 IE None 30 -15 -to -8 -6 1.7 Solar 18 9 6 4 4 3.2 POU -8 . -4 -3 -2 -2 Interior Mass/CFA . r..s : K"s SC Eff. % Glass 5-9 x , 77 yrs 0.9 X ,+ 4,11 11 3. 3 x x = ?� o x = d %� Glass �t. rw�rc•..a� Eff. % Glass 7'9 X r (vL = 3, L9.17 x = l TYPE .p NESS (UIk 6 4.2• !e:•e:poeed Stab) = Zr Z /• S X = l O O x 0% 5% 10% 1S% 20% 2S% 30% 35% 40% 45Y. 50% 55% 60% 06 70% 75% 8076 85% 90% 95% 100% 105% 1toy. 115% 120% 125` 01f. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7. 1.9 2.1 23 25 2.7 2.9 3.2 14 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 25 27 2.9 3.1 3.3 3.5 17 4 4.2 4.4 4.6 4.8 S 51 S4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 21 2.9 3.1 17 15 3.7 3.9 4.1 4.3 4.5 4.8 5 52 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 26 28 3 3.2 3.S 17 19 4.1 4.3 4.5 4.7 4.9 5.1 5.3 56 So 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 12 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 S3 5.5 '57 59 50% 0.9 1.1 1.3 iS 1.7 1.9 21 23 25 2.7 3 32 3.4 9.6 18 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 28 3 12 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 53 56 58 6 62 60% 1 12 1.4 1.7 1.9 2.1 23 2.5 2.7 2.9 11 3.3 3.S 3.8 4 4.2 4.4 4.6 4.8 5 52 5.4 56 5.9 61 63 65% 1.1 1.3 1.5 1.7 1.9 22 24 2.6 2.8 3 3.2 14 36 3.8 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70Y. 1.2 1.4 1.6 1.8 2 22 25 21 2.9 11 13 3.S 3.7 3.9 4.1 4.3 4.6 4.9 5 52 5.4 56 58 6 62 75% 1.3 1S 1.7 1.9 21 23 25 2.7 3 12 14 16 18 4 4.2 4.4 4.6 4.8 3.1 5.3 - LS 5.7 5.9 6.1 6.3 .64 6.5 BOY. 1.4 1.6 1.8 2 22 24 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.S 4.7 4.9 5.1 54 56 5.8 6 62 64 66 05T. 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 42 4.4 4.6 4.8 S 52 54 56 59 6.1 63 65 67 Wy. 1.5 1.7 2 2.2 24 262.8 3 32 3.4 3.5 18 4.1 4.3 4.5 4.1 4.9 S.1 53 SS 5.7 5.9 62 64 66 68 95% 1.6 1.8 2 22 2.5 27 2.9 3.1 33 3.5 17 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6 7 69 1007. 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.6 18 4 4.2 4.4 4.6 4.9 5.1 5.3 55 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 22 24 2.6 28 3 3.3 3.S 3.7 3.9 4.1 4.3 4.S 4.7 4.9 S.1 5.4 56 5.8 6 6.2 6.4 66 68 7 110% 1.9 21 2.3 25 27 29 11 3.3 3.6 38 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 24 2.62.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.5 6.8 7 7.2 12o% 2 2.3 2S 2.1 29 11 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 73 125% 21 23 25 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4' Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation 3fl or R -value (38] U -value [0.030] 2. Wall Insulation 1/ or R -value (I I I U -value [0.098] 3. Raised Floor Insulation or R -value (191 U -value [0.037] 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass it10. E�xterioei Wall Mass Thl:_�Heating�.Systelnr Zonal Control? ( Y / N ) €12.,Cool1n1eSystem Zonal Control? ( Y / N ) 13. Water Heating or R -value (01 F2 factor (0.77] Standard V bre Type (double] U -value (0.65] Point Scores 7- a 0 % Taal Glass (161 Sum 15 % Glass SC Eff. % Glass 5-9 x , 77 yrs 0.9 X = �,7 3. 3 x x = ?� o x = d %� Glass SC Eff. % Glass 7'9 X r (vL = 3, L9.17 x = 0'(0 �3 x = Zr Z /• S X = l O O x TYPE 1 MASS AREA __ 9 interiorNiss/CFA GOND. FLOOR AREA TYPE 2 MASS AREA = 8 Exterior Wall Mass COND. FLOOR AREA .-7 X SE or HSPF Duct Efficiency 10.781 Effective SE or [0.72/6.6) HSPF (0.5615.15] SEER (9.5] Duct Efficiency [0.74] Effective SEER (7.031 Type (SG1 Credit [none] t _7 v I O Sum 7.10 Pni+.t7'ntnl• Certificate of Compliance: Residential Climate Zone 11 Mandatory Measures Checklist: Residential MF -1R Project Vile /Zp _ p/ NOTA Lowrise reside+uia! tuildings subject to the Standards must contain these mat ets ues regardless of the compliance , 7 / approach used ms Itemarked with an 3s=* I') may be superseded by mostringau compliance requirements tistad Building/ Permit N on the Ccruficate of Compliance. When this checklist is incorporated into the permit documents, the features nowd shall Project Address /e /�—, y'23 be considered by all panics as binding minimum component performance specifrations for the mandatory mcutau whether they arc shown elsewhere in the documents or on this chw list only. Qedted By/ Date Documentation Author Telephone Edotcement Agency Use Only DEscR1PnoN DESIGNER ENFORCEMENT Building Envelope Measures Glass Area % Glass ' §2.5352(a): Minimum ceiling insulation R-19 weighted average. BUILDING DATA North §2.5352(b): Loose rill insulation manufacturer's labeled R -Value. Conditioned Floor Area Number of Stories East ' §2.5352(c): Minimum wall insulation in framed waits R. 11 weighted average (does not apply to ' Slab •sed Floor �[_Q Number of Units South ex tenor mass waltz). §2-5352(kr slab edge insulation -water absorption rate no greater nhan 0.396, water vapor ( Single Family Detached (SFD) [ ] Addition Alone West traretmlssion rate no greats dun 2A pemV=h. (j Single Family Attached (SFA) (]Existing Building Skylight §2.5311: Insulation specified or installed meets California Energy Commission (CEn quality Multi -Family Total 1standards. Indicate type and form. [ ] y �7 ( ] Existing -Plus -Addition 1, 42.5352(0: Vapor barriers mandatory . per tory in Climate Zones 14 and 16 only. §2.5317:(nfiltratiorVEafiltrationcontrols B UII.D ING SHELL INSULATION! L Doers and windows between eondwone° and unconditioned spaces designed to limit air leakage - b. b. Doors and windows cenirwA Component Insulation Location/Comments c. Doors and windows weatherstripped. all joints and penetrations rattlked and sealed. Type R -Value (attic, to garage, rTicz, etc.) j� U 42.553�� Special inWtntion barrier installed to comply with 42-5351 mmu CEC quality 1 Wall .............. x0- 62-5352(d). Installation of f implaces Wall .............. / 1. Masonry and factoryosea left et&I o have �/ �.. L Tight fining, closeable meal Ot glaze door Roof ............. _ - t/' b. outside air intake with damps and control c Flue damper and control Root ............. 2. No continuous burning gas pilots allowed. Floor ............. HVAC and Plumbing System Measures Floor ............. 42-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. Slab Edge ..... §2-5352(h) and 2-5315: Setback thermostat on al. 'applicable heating systems. • 42-531 ;_;: `_ rc:,ars •r3, ins:alkd tad imitated per Chapter 10. 1976 UMC. GLAZING Shading Devices 42.5316ft Exhaust systems have damper controls. Glazing Area Glass Type Interior Exterior Overhang Framing Type 12.5314: Ga cqui space heating equipment her intermittent ignition ified b. Orientation (Si) (single, double) (yoller blind, etc.) (shadesereen. etc- ' §2.5354' HVAC equipment, water wanks• (R -12 o gee and faucets cess sonified it the CHC. ) (yes/no) (7Retlil�trOOd) §2.5352(1): Water "rata insulation blanket (R-12 of greater) or combined intariorkxterior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). North ( ) a /D Dem L §2.5312(Excep6on Q-. Pipe insulation on steam and steam condensate return At recirculating North ( ) I piping. East ( ) §2.5318(d): Swimming Pool Heating East ( ) ( I. System hat L On/off twitch on "rata. —'�— i b. Wwehaproa instruction plate on heater. South ( ) �J e. Plumbed to allow for solar. _ ....__ Sou Lh ( ) 2.75 percent thermal cfrieieney. � � 3. Pool cover. West ( ) G(�rJ a. Timcclock. West ( ) 5. Directional water inlet Skylight....... O Lighting and Appliance Measures 12.53526): Lighting - 25 lumensfwat or greater for general lighting in kitchens and bathrooms. THERMAL MASS( §2.5314(c): Gas rued appliances equipped with intermittent ignition devices. Type/Covering Area Thickness §2.5314(a): Refrigerators, refrigerator -freezers, freezers and fluomwent lamp ballasts certified (slab/exposed. life, etc.) (sf) (inches) Location/Description (kitchen. bath. etc.) by the CEC. Indicate make and model numbef. t " COMPLIANCE STATEMENT 1 This certificate of compliance lists tt-,building features and pmformance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Chaptc.; 2. Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design respcnsibiiity and the building owner, who shall HVAC SYSTEMS 1✓iirimum Duct retain a copy of it and transmit the certificate to any subsequent purdiaser of the building. Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, hent pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) Designer Building Owner 17,71- gt:5', Nam= Namc fi C. `5..9 K 517 Tkk4tet"• Titwr-um; Adders::bum cWtillf"11 �7� •' �{'t� , �et'.r TekphoncTelephone: Maximum Furnace Heating Output: 103,0411PBtuh arc 0: Telephone HOT WATER SYSTEMS Tank Manufacturer/Model# WONG DEPARTM6N1 System T (storage gas, etc.) Capacity or approved equal) S stat (signamric) (date) (signs (date) Documentation Author Enforcement Agency SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Name: Name: 7 ildc1 tent: Age Addrica: Tekpiwnc 30720 6ROCK 714IS ONG, PREPMD,FACA COMPUTER,iNpur 41ORD -(LriA.os iDIMENSIONS) SUBMITTED BY TRUSS HFR, TOP L 2X4 FIR -LARCH 41 TC X7LQC -L-F� 0:_2R 5.43 10-60 15.OD 19�.AQ 24�.57 29.71 "BUT CHORD 2X4 FIR -LARCH 41 T) - XL WEBS 2 4 FIR -LARCH STANDARO T(lp BC X -LOC L-F:V. 0-29 7.82 15-00 22.J7 29-.71 c CONNECTOR PLATES MUST BE INSTALLED IN A q OU CCOROANCE WITH SINGLEtUT WES i -TC-, 4, 7: BC: 4 REGUInEMENTS OF T.C.B.0, RESEARCH REPORT #2949. L 4 L I (U) 130TTON CHOPD CRECRED FOR 10 PSF LIVE LOAD. . ALL PLATES ARE 70 BE CENIESED ON THE JOINT.' LEFT TO RIGHT AND T OP TOP TO BOTTOM, EXCEPT WHEN LOCA7ED �BY CIRCLE OR DIMENSION. ALL TOP CH -0m) SPLICES oCCURRING BETWEEN TD I SEE DRA--a .0 1-10 FOR "PLATE ON TYPICAL JOINTS4" PANELPOINTS ARE TOZE LOCATED AT APPROXIMATELY LOCATJONS J/4 - OF PANEL LENGTH.FROM PANEL POINT 0 i, lZ TOP -CFl0_RTsRAEC8E-CATrzpAL (WITHIN 12") AND - iRURL-INs-,spAcrzmAT,-A�- gpmuft; , � SH09LO NOT OCCUR IN PANELS NEXT TO A PANEL. POINT SPLICE,. 3p'& IE jjE'720 CONNECTOR PLATES DESIGNED F'OR GREEN'LUMBER PER �NDS 0 OR BETTER -CONTINUOUS LATEAAL 90TTON TABLE B.A.. .0 CHORD BRACING V 72'�HAX. D -C. PEOUIRED. ATTACH WITH 2-16d NAILS_ BRACING IS NOT REOUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TD-BOTIOM CHORO� SPACING MATERIAL 70 BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPOAT BY ERECTION CONTRACIOR. 4X4 2.5X4 2 -5X4 2_5X4 IX3 IX3 5.00 5.00 004'—"�.s or X8 3xg _7 lit 'w 2 .5X74 3X6 �2. 5XA z c 4 X4 M 0 I 5�0-0 1 m _L_5-0-0 2-0-0, m PL -T. TYP'.-PLPINE I cn SEON-- 15134 PURNTSH ALPIW jjlW,'lMMM rm C= -1= cm Cl I — - i 'q )()(IMPORT NTX)(,P,,cL X" K T950046 RE #Cq 'im 094 c= C= A #w" m- llc" mm Vgv7Af,)W 1314 -St TwJ3 vesIP4 on Aw f&nkw% 10 "Lv Ime -mxw 14 A V.% PSF DATE wwwwuj'� lat c=1 05/23/90 't= C= '27 4 OW -JUX011 TIAJ04M WTa*- 61 -IP3. ikplw Co"Cro "pq$ tXnpf r= = _ ?_ -t - zf- I= MM*4. tM104, POWA- cm k' I 'P F OAWG -_--usJ27 W143007: =3 1=:;I:f W- f(A"ACtV%V' MOM 20 VAMC� SjLy"7M WlgiX V�tM AN � s `3 ��LPJ 0-mwi'M Plo*t wvT?Q WWW"mo, 0 49* 4"s Vwx A. Ica ono s"gLi'm BC OL U 13 PSF --E "=a: A'j TA4:$' 'VM_ A)o L=IX _n V"4' pfonny ;TIA04M M_T� IWIT" CA- CA NG T �U�s i= coot. X.6mmg $Qv'*e "m 9, MMKA. Mvts ouxu0m pctl emic" villf ;0430 alun OR xuczms TOT.LD. 45.-0 F8F O/A.-LEN.'30-0-0 RUSS, Ttrs" "AM%rcla ccw_lw" moiazz" or* AS 1xim 04 cumt. tm m" = via L A- oca ov oll'i "s* IM74 Me '"I"o-wrMAM time. I -. 15 1PI TCH 1 �5.0/12 111111111plill JOUR.fAC- iffa! 5AT* Im"31 wcclol � �T jjypF, - -1 CAIT;" Pan w= S2tqMn=j ow � I - - )� - ­ - , I SPACING 2.4 0' L rC)MN� JOB� -31532 WILSON -rHjS Dr4Q,3. PREPAA80 F013' 31!i3 - FROM 'COMPUTtR TNPUT -(LOADS &,'D MEN%,12NS) SUOHITTZ 8r TRUSS -MPR.. TOP-CHOR0 !?X4 —LARCH lF I ap_� X' FIR 0 TC X -LOG L-R'� 0..29 5.32. 10,.OD 14�56 19 71 c OT C14ORD 2X4 FIR -LARCH fl H OT C W BS 2 STANDARD EBS 2X4 FIR-LARC14 'BC X -LOC L_Fv 0.29 6.89 i3J2 19.7i C r_ CONNECTOR, PLATES MUST 13E 114STALLED IN ACCORDANCE. wi-TH -REPORT- (W BOTTOM CHORD CHEMED FOR JO LIVE LOAD. r3crnj 11 or jjr:tjT� I 42949:. REOUIREMENTS OF PMEARC14 Mf=,��Qg tA �S AL ALL PLATES ARE TO BE!CENIERED ON THE JOINT, LEFT TO RJORTAND fpIJAWNS TOP TO BOTTOM, EXCEPT -WHEN LOGATED BY CIRCLE OR 'DIMENSION. SEE DRAUING J30 FOR 'PLATE LOCATION5 ON -IYPICAL JOINTS.- CONNECTOR PLATES�DESIGNED FOR GREEN LUMBER PER �NDS SC?AE -�;;D_2500 TABLE 5.1B. 106 oborKlmom PVCVL%TL PC ?(-XIMP0RT_ANT-xXJpL1pQ_t pm t2mm"IftErm �" OR BEITE9 'CONTINUOUS LATEAA! BOTTOM CD c"bAb'76RACING P 72- MAX. :0.d,_ REOUIRED. AfTAW WITH `2-16d NAILS. 'BRACINO IS NOT nEauiRED IF k RIGID �CEILING X= t= c= ul IS ATTAC14ED DIRECTLY -TO BOTTOM CHORD. BRACING MAIERIkL D DQ� v i - iTC L 0-0 PSF TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT IBY ERECTION CONIRAGTOR. PtF DRWG CWVU27 W160054 C= t= C= LP114 931ru OLM wm "o 4X4 CA FE sl CA-gNo M's A� TRUSS, Aymy oapo4c, va mTm YA=s Air- Kam villo 00*1� ptgnK, *QbT�a $it A` tonkAL *,LEW MHMM Vt*. Vill' AX%vc MVF%W_'Y A"ACWO M"OM b0ntft VCM VM MID CEILIWO an Nw-cm A TOT,LD. 45.b P940/A LEN. 20-0-0 JOUR.FAC 11plIcl 5.07i,2 vmvt wl"c"mw mwo* "th-111TH Fpc trTwomn r4tym MOP, iX3 1X3- No-ODM45 2X6 2X6 5�00 _q 3 2*5X4 2 ..5XA _u 0 L4 c z, J< P-10421 14- 3�ml m PL -T. TYP,-ALPINE !;EON-- 102067 FUANISH A COPY OF THISVESIGN 70 ESECTIG cowvmttoml-&7� J- �r-nAIPEK.45.3�.A SC?AE -�;;D_2500 C= C::tl 1= t=� =1 106 oborKlmom PVCVL%TL PC ?(-XIMP0RT_ANT-xXJpL1pQ_t pm t2mm"IftErm �" r1sm WARNING tH IWWW, IFIEVION NO. G_' 4 WhI OESI K c 06C nEF X= t= c= -"14 "arittll" eq "Cy ftVjjj$L* M* '"ur, MlIP4 V4 JLW &-Uoso.sm Vs%irl"s Vowlia-var cm*4mw D DQ� v i - iTC L 0-0 PSF 0 E PtF DRWG CWVU27 W160054 C= t= C= LP114 931ru OLM wm "o W141 wug" w4mow4ws. V41M Irtmonvt CA -= 13G 04 (u) -5.0 psF CA-gNo M's A� TRUSS, Aymy oapo4c, va mTm YA=s Air- Kam villo 00*1� ptgnK, *QbT�a $it A` tonkAL *,LEW MHMM Vt*. Vill' AX%vc MVF%W_'Y A"ACWO M"OM b0ntft VCM VM MID CEILIWO an Nw-cm A TOT,LD. 45.b P940/A LEN. 20-0-0 JOUR.FAC 11plIcl 5.07i,2 vmvt wl"c"mw mwo* "th-111TH Fpc trTwomn r4tym MOP,