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HomeMy WebLinkAbout062-710-008USE PERMIT',ISS 12-17-97 CHURCH PERMIT # 98-01 LOT I BLOCK 1®— 008 A, P. STRE FRANK MILSAPS (Linda Lees) n/s Bald Rock Rd. ,app. 7001 west .......-".. Canyon Creek Rd ., i%��rovil]de PermZt 2807-73rI. -- B07-1778 062-710-008 (utilities for mobile home) COMMERCIAL Small Assmbly Bldgs MULTI-PURPOSE CENTER (1344) 7!5]BERRY 62-710-008 99-1420 7 �' 1461 BALDROCK RD CREEK COMMUNITY CH CHS BERRY CREEK COMMUNITY CHURCI TYPE OF + 1461 Bald Rock Road, Berry CreLINALW PERMIT PERMIT NO. PLAN NO. DATE IS Contr: Owner _ DATE ISS Church —O I �. k PERMIT DESIGNAT!ON: B—BUILDING DEPARTMENT OF P—PLUMBING ~ BUILDING AND SAFETY T—TRAILER 062-710-008 01-2460 BERRY CREEK COM CH 1461 BALD ROCK, PERMIT TO COMPETE99— 0 062-710-008 - V —-2025 BERRY CREEK COMMUNITY, 1461 BALC ROCK RD., BE EK culls, GVvNP-F, INALE COMPLETE BP#99-1420 q/_ -7_t5 E — ELECTRICAL TV — f4ADIO-TV ANTENNA S!'DEWALK NOTICE 1+ ki '\1 U —USE PERMIT VARIANCE S_ -SIGN PEfRMiT HM—HOUSE MOVING EP — ENCROACHM:'t,'T D— DEMO LI TION. 600. iR'"[ a n \ WII r� PermZt 2807-73rI. -- B07-1778 062-710-008 (utilities for mobile home) COMMERCIAL Small Assmbly Bldgs MULTI-PURPOSE CENTER (1344) 7!5]BERRY 62-710-008 99-1420 7 �' 1461 BALDROCK RD CREEK COMMUNITY CH CHS BERRY CREEK COMMUNITY CHURCI TYPE OF + 1461 Bald Rock Road, Berry CreLINALW PERMIT PERMIT NO. PLAN NO. DATE IS Contr: Owner _ DATE ISS Church —O I �. k PERMIT DESIGNAT!ON: B—BUILDING DEPARTMENT OF P—PLUMBING ~ BUILDING AND SAFETY T—TRAILER 062-710-008 01-2460 BERRY CREEK COM CH 1461 BALD ROCK, PERMIT TO COMPETE99— 0 062-710-008 - V —-2025 BERRY CREEK COMMUNITY, 1461 BALC ROCK RD., BE EK culls, GVvNP-F, INALE COMPLETE BP#99-1420 q/_ -7_t5 E — ELECTRICAL TV — f4ADIO-TV ANTENNA S!'DEWALK NOTICE 1+ ki '\1 U —USE PERMIT VARIANCE S_ -SIGN PEfRMiT HM—HOUSE MOVING EP — ENCROACHM:'t,'T D— DEMO LI TION. 600. iR'"[ a n \ WII I�IVlf�lic" INSPECTION RECORD BUILDING APPROVALS tw IUD aZ O 0t1f1- FiQ U0z -0 LL 1 0 LL Z UJ 0 W LLF Z Z Q LL 0= KFaa- I -J ? _0= FF I'J Ow �H Fay zg Ow I �F. I.. IL W rcU Z-1 um OQ Q Q� OLL W U tU m LL 2 LL SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DA'I"E ' SIG. DATE SIG. DATE SIG. DATE SIG. DATE rmil NO1"ll few. r„i+f"iW. yJIM PERMIT NUMBERt SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE ROUGH -IN GAG PRESSURE TEST WATER PIPING SEWER LINE APPLIANCES & VENTS FINAL ELECTRICAL APPROVALS PERMIT NUMBER, SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE i ROUGH -IN ti FIXTURES & APPLIANCES METERS FINAL MISCELLANEOUS APPROVALS PERMIT NUMBERS DESIGNATION SIG. DATE SIG. DATE SIG. DATE SIG. DATE 810. DATE I i r: I TITLE 24 REPORT I Title 24 Report for: Berry Creek Community Church Multi -Purpose Bld. 1462 Bald Rock Rd. Berry Creek, CA 95916 Project Designer: EMG Engineering - Eric Chaffe 1428 Bose Tree Ln. Redding, CA 96003 949-4173 Report Prepared By: Adrian Starr Cal Starr Energy Consultants 2695 Bechelli Lane Redding, CA 96002 (530) 246 -7700 BuT�E Job Number: C�UNT'y AUG 10 2007 07EC-Berry Creek Auditorium D11, �,OPMENT SiRNICES Dade: 8/15/2007 &7- 1 772�- DIU ���ypp Ty i s DIS, IS10t IPPROVED ti -F) / 1/i�/®7 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program. developed by EnergySofl, LLC -www.wwgysofl.com. r ErtergyRo 43 by EnergySoft Job Number. UIEC-Bevy Cmek Ruddmiam User Number. 3895 I TABLE OF CONTENTS Cover Page Table of Contents Nonresidential Performance Title 24 Forms Form ENV -MM Envelope Mandatary Measures Form LTG -7-C, Room., Cavity Ratio Worksheet Form LTG -MM Lighting Mandatory Measures 0 1 2 3 10 11 12 EnergyPro 43 by EnergySoR Job Number. 07EC-Berry Creek Auditorium User Number: 3895 PERFORMANCE CERTIFICATE OF CO PUANCE Pay 1 of 3 PERF -1 PROJECT NAME This Certificate of Compliance lists the building. features arid -performances spgcifications needed omply with Title 24, Parts 4 and 6 of the, DATE Berry Creek Comm, unit Church Multi=Pur ose old. 8115/2007 PROJECT ADDRESS CLIMATEZONE 11 BUILDING TYPE 1488 Bald Rock Rd. Berry Creek HiGH RISE RESIDENTIAL E HOT'£LIMOTEL GUEST ROOM PHASE Of CONSTRUCTION NVE PRINCIPAL DESIGNER -ELOPE ❑ .ADDITION ❑ EXISTING +ADDITION/ALTE2ATION TELEPHONE g Permit EMG Engineering - Eric Chaffe California as a civil engineer, mechanical -engineer, .electrical engineer, or I am a licensed architect. 949.4173. 5637.2 or 6737.3 to signthis. document as therperson responsible for its preparation; and that l: am a licensed DOCUMENTATION AUTHOR 3. 1 affirm that I .am eligible under Division .3 of this Business and "Professions Code to sign this document n U TELEPHONE Checked by/Date Cal Starr Energy Consultants ENVELOPE Crffi i I E' 530 246-7700 'Enforcement Agency Use GENERAL INFORMATION This Certificate of Compliance lists the building. features arid -performances spgcifications needed omply with Title 24, Parts 4 and 6 of the, - DATE OF PLANS DOCUMENTATION AUTHORS1G1dATURE UILDIN%C ITION LOO T,3�sgFt. CLIMATEZONE 11 BUILDING TYPE ®NONRES16ENTIAL HiGH RISE RESIDENTIAL E HOT'£LIMOTEL GUEST ROOM PHASE Of CONSTRUCTION :NEW CONSTRUCTION ❑ .ADDITION ❑ EXISTING +ADDITION/ALTE2ATION STATEMENT OF COiVIPi:IANC This Certificate of Compliance lists the building. features arid -performances spgcifications needed omply with Title 24, Parts 4 and 6 of the, California Coof Regulations. This certificate applies onlya; de to,Building-usingtheperformances om iiancoapproach, The documentation preparer hereby certifies that the documentation Is accurate and complete. DOCUMENTATION AUTHORS1G1dATURE PATE Adrian Starr $- l5 -o The Principal Designer hereby oertifys that the proposed building design represent In this s of construction documents is consistent withthe other compliance forms andworksheets, with the specifications, and.with any other calculations submitted. with thi permit application_ The proposed: building: as, designed, meets, the: energy efficiency, requirements contained in: sections 110, 116, through 118,. and 140; 1'42, 143 or. 149 of Title 24, Part - 6: ENV. LTG. MIECH. 1. 'I hereby affirm that I ani eligible under the provisions of Division 3 of the Business and Professions Code to sign this document'as the!person -responsible for its prep a.ra?ion; and that I am licensed in the State of California as a civil engineer, mechanical -engineer, .electrical engineer, or I am a licensed architect. n F-] 2.. l affirm that 1. am, eligible under the provisions of Division 3• of the Business and Professions- Code Section ` 5637.2 or 6737.3 to signthis. document as therperson responsible for its preparation; and that l: am a licensed contractor performing this work. 3. 1 affirm that I .am eligible under Division .3 of this Business and "Professions Code to sign this document n U L -I because it pertains to .a structure -or type of work _described as exempt,pursuant10 ,Business and Professions Code Sections 5537, 5538, arid 6737.1. (These sections of the Business -and Professions Code are printed in full in the Nonresidential Manual.) ENVELOPE Crffi i I E' Indicate location on plans of Note Block for: Mandatory ME°aSureS`• ESV -1 Required forms PRINCIPAL ENVELOPE DESIGNER+iUA1VIE 5 E it, C. iNO. DATE E E inaar - is afite� 05371 8 Ib 07 LIGHTING COMP A C , .. _..._ . Indicate location on plans of Mote Block. for Mandatory Measures LTG , LTG -2 Requii:ed Forms PRINCIPAL LIGHTING DESIGNER -INANE sl . jl^ /� LIC. NO. OA EMG Engineering- Eric C se .. 019537 I 546 07 MECHANICAL CO IPUANC£ _ .- Indicate location on plaits of Note Block for Khrtdatory Measures,._�.alj�G_eE-iani pliant Not in the Scope Of Required' Forms; This, Subm'1 6-1 PRINCIPAL MECHANICAL DESIGNER NAME SIGNATUR LiEv. Nom. DATE EnergyPro 4.3 by EneWSaft' User Number: 3895 Job Number. 07EC-8erry Pace:3 of 12 l Creel, Auditorium: PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF -1 PROJECT NAME I DATE I Berry Creek Communitv Church Multi -Purpose Bid. 8/1612007 ENERGY COMPONENT Space Heating • Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process TOTALS: Percent better than Standard: Standard Design 40.78 219-54 75.73 0-00 0.00 6354 9323. 51.56 0.00 544.36 Proposed Design Compliance Margin 35.48! 13.46 4.46 0.00 0.00 0.00 28.78 0.00 82.18. 15.1% excWngprocess) E] Stwderd 0 Ram - 5.27 ........ U069 a 20 40 60 60 •100 ;0 14,0,16,0'9'0,20,0, kBUW-Vr 206.08 71.0 0-00 0.00 63.54 64.44 51-56 .00 462.17 15.1% Building Orientation Number of Stories Number of Systems Number of Zones (W)270deg Conditioned Floor Area i Unconditioned Floor Area I Conditioned Footprint Area i, Fuel Type 1,344 soft. scift. sqk 0 1,344 Propane 384 sqA Orientation_ Gross Area Glazing Area GlazingRatio Frord Elevation 384 sqA 32 scM. 8.3% Left Elevation (!4J 224 sqft 0 sa 0.0% Rear Elevation E 384 sqft. 32 SCOL 8.396 Right Elevation (S)i 224 scgt 28scA 12-5% Total 1,216 sqit 92 sqft- Roof 1344 soft. =::D]sqft Standard Lighting Power Density 1.600 wi%a Prescriptive Env- Heat Loss ttufh Prescriptive Env- Heat Gain 20 Blufh-F Remarks: 1.106 Wiscift. 178 Bluth 1.7,006 Eraiih-F EnergyPro, 4.3 by EnergiSO User Number: 3895 Job Number. 071EC-Berry Rage:4 of 12 Greek Auditorium PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1 PROJECT NAME Berry Creek Corn unity Church Multi -Purpose Blcl. DATE 81/5/2007 ZONE INFORMATION System Name Zone "Name :floor Area Occupancy Type (sgft.) Inst. LPO (W/sf>i _Ctrl. Alf 'LPD Credits Area Tailored (W/sf}2 W/sf 3 /s 4 Proc. Loads (W/sf) HVAC System Zone t Comp Bldg Religious Facilities 1,344 't.f Notes: 1. See LTG -2-C (items marked with asterfsk see LTG -2 -C by others) 2 See LTG -4-C 3. See LTGS-C 4. See LTG -6-C (by others) Items above require speciati documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should,payspecial attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be -used :with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a :building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The exceptional features listed in this performance approach application have specifically been reviewed Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or EnergyPro 4.3 by EnergVSon User Number: 3895 Job Plumber. 07EC43ertv Paae:5 of 12 1 Creek Auditorium CERTIFICATE OF COMPLIANCE ENV -1-C PROJECT NAME DATE BerTy Creek Community Church Multi -Purpose Bid.. 8/15/2007 # Surface T Area U -Fac. insulation Cay. CouL Acta Am. Tilt. Coad: Status Joint Apppen ix, � l2eferQnca Location t Comments 1 Wall 312 0.102 R-13 R-0:0 270 90 New 031!3 Zone 1 2 Door 4C 0.500 Norte R-0:0 270 90 New A4 Zone 1 3 Wall 224 0.102 R-1 3 -0 0 0 90 New 9-A3 Zone 1 4 Wall 332 0.102 R-13 R-0.0 90 90 'New 09-A3 Zone 1 5 Door 20 0.500 None R-0.0 90 1 90 'New 28-A4 Zone 1 6 Wali 196 0.102 R-1 31 R-0.0 180 90 New 09-A3 Zone 1 7 Roof 1,344 0.025 R-38 R-0.0 270 0 New 01-A18 Zone 1 ' N, E, A R (Mw, Existing, Altered. Removed) FENESTRATION SURFACES More than or equal to 10,0W sq.ft. of site -built fenestration area must Include a label certificate either Issued by NFRC or provide a CEC Default Label Certitkate:using the default LI -tactors from StarMarAa 7ahlP I1fi.A anA R (',PrfinratP shall ha filPtl in iiia rnrihat•Mry rimiPri nrnra [lilflnn rnnafnirtMn ant! In tlir N��IIAI�n mana�ora nHtro afMr rn�aln i'rMn # Type Area U=Fac-. S.KGC2 AcL Azrm Conti_ Stat. Gfhaiit Type Locatfont Comments 1 Window Front 0:390 NERC 0.37 NFRC 270 New Mil and Classfe Law -E Vinyl: Zone f 2 Window Rear E 32 0.390 NERC 0:37 NERC 90 New Mil and Classic Law-EYin t Zone 1 3 Window Right S 28 0.390 NFRC 0.37 NERC 180 New Mil and Classic Low -E Vin Zone 1 MINIMUM SKYLIGHT AREA FOR LARGE ENQ 4 OS fT SB (r McDor rype: iib -A ueraun i ame nom mnaaras, iaoie Ni -i uersuit mole from me AUM Manuai Appenaot, NI -KL; L.awea value. (2 SHGC Type: 11E8 Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING ## Exterior Shade Type Whtdovs Overhand Left. Fila Right Fm SHGC Hgt EtiiFd. Lem. H LExtR xt._ Dist., Len. H' t Dist. Len. Hgt 1 None 0.76 2 None 0.76 3 None 0.76 MINIMUM SKYLIGHT AREA FOR LARGE ENQ 4 OS fT SB The proposed bullcting Is In ell I zones 2 through, 15 and containwan enclosed spacowifftfloor.area.greaterthere21;000:tt2;,ataiftng.hotgtttgreaterthan,1&fb&4.and-an,LPDforgeneral lighting of at least O:S W/R2 See Section143(cA Ifthls boxlschecked, ENV4-c must be4llledout when subtrIMI:g under the-proaertpttya ComptlaneeApproach. jWnt o 9:� 996 EnergRro 4.3 by EnergySoft User:Numbec 3895 Job Number: 07EC;9er(y Page:6 of 12 Creek Auditorium CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG -1 -C PROJECT NAME DATE Berry Creek Corr munity Church Multi -Purpose Bld. I 8/15/2007 INSTALLED INDOOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES INSTALLED WATTS INSTALLED LIGHTING, CONDITIONED -SPACES (Fram LTG -2-C) 1,486 PORTABLE LIGHTING (From LTG -3-C) 0 LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG -4-C) 0 CONDITIONED SPACE ADJUSTED INSTALLED LIGWnNG POWER 1486 INSTALLED LIGHTING, UNCONDITIONED SPACES (Fran LTG -2-C) 0 IGHTANG +CONTROL CR DIT, UNCONDITIONED SPACES (From LTG4-C) 0 UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 0 ALLOWED INDOOR LIGKnNG POWER FOR CONDITIONED SPACES ❑ COMPLETE BUILDING METHOD (From LTG.G.C) ALLOWED ❑ AREA CATEGORY METHOD (From LTG34;) WATTS ❑ TAILORED METHOD (From LTG -6-C) ALLOWED LIGHTING POWER 1.486 ALTERNATE COMPLIANCE RI PERFORMANCE METHOD ❑ COMMMON LIGHTING SYSTEM (From LTG -8-C) ALLOWED -108390% TIG O'.. E . I:33, : S ; ra TG- o CONTROL LOCATION (Room#A CONTROL IDENTIFICATION, CONTROLTYPe (Auto Time Switch, Dimmling, etc.) SPACE CONTROCLEO Check if Dayi9htiRl3 NOTE TO FIELD 1 ErtergyPro 4.3 by EnergySoft User'Number: 3895 Job Number: 07EC-Bern Paae:7 of 12 1 Creek Auditorium { CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG -1 -C PROJECT NAME Be Creek Community Church Multi -Purpose Bid. DATE 8/15/2007 Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for lighting systems. The designer is required to, check the boxes by all acceptance tests that apply and list all equipment that require art, acceptance test.. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section .in the Appendix of the Nonresidential ;ACM Manual that describes the test. Also indicate the person :responsible for performing the tests (.i.e. the :installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible ,party to budget for the scope of work appropriately. Building Departments: Before an occupancy permit :is granted fora newly constructed building or space, or a new lighting system system serving a building or -pace is operated for normal use, all controldevices serving the building or space shall be certified as -meting the :Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, LTG -1-A; forms shall be submitted to the buildingdepartment that: A. Certifies plans, specifications, installation certificates,and operating: and maintenance information meet the requirements of 910:103(b) and Title -24 Part 6. Test Desui tion Test Pefformed By: ❑ LTG -2-A: Lighting Control Acceptance Document - Occupancy Sensor Acceptance - Manual Daylight Controls Acceptance - Automatic Time Switch Control :Acceptance Equipment requiring acceptance testing ❑ LTG -3-A: Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing Kun i ivaIion i me: u7sno iii 11:23:16 Kun :ode: 1757794996 EnergyPro 4.3 by EnergySoti User Number. 3895 Job Number: 07EC-Berry Pa78; 12 Creek Auditorium �f ty INDOOR LIGHTING SCHEDULE (Part 1 of 2) LTG -2-C PROJECT NAME DATE Berry Creek Community Church Multi -Purpose Bid. 8/15/2007 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES Luminaire Lam (lasts Installed Watts C D E F G H I J Name Type Description .m gy -03 c�= 3.33 50a, CD fD �° nriv� 3 S w c_ 3y3 g�v fD ID o c 3v� �m� m �m c r c z ; C O a� 3 cr y q x mm a yam, Al(4)ec ft Fluorescent T8 Energy savings 3M 4 30 1.0 104.0 X 10 1 040 B1 100w Surface Mount Incandescent 100 100.0x 2 200 C1 High Efficacy Wall Light 120iw i h Efficacy Wall 2 60 — 1.0 120.0 X 2 240 D1 E)dt Sign 1 3 3.0 X 2 6 PAGE TOTAL 1 486 BUILDING TOTAL (sum of all pages) PORTABLE LIGHTING (From LTG -3-C) O CONTROL CREDIT (From LTG4-C) ADJUSTED ACTUAL WATTS 1 486 Kun Irkmation II e' U511b/Ul l I *,Zj:l ti Kun Code' 7157794996 EnergyPro 4.3 by ErtergySoft User Number. 3895 Job Number: 07EC-Berry Page:9 of 12 Creek Auditorium k ENVELOPE MANDATORY MEASURES ENV -MM PROJECT NAME DATE Berm Creek Community Church Multi -Purpose Bld. I 8/15/2007 DESCRIPTION Desi nen Enforcement 0 §118(,) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. § 118(c) All Insulating Materials shall be Installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. 0 § 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, Basketed, weatherstripped OT:otherwise sealed. ❑ §116(b) Site Constructed Doors, Windows and Skylights shalt be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). lFvl § 116(a)1 Manufactured Doors and Windows installed shalt have air infittration sates not exceeding those shown in Table Number I -E- of the Standards_ Manufarz u fenestration products must be labeled for LI -value according to, NFRC procedures. X] §118(e) Demising Walls in Nonresidential Buildings: The opaque portions of. framed demising walls in nonresidential buildings shat have insulation with an installed R -value of no less than R-13 between: framing members_ EnergyPro By EnergySaft 'UseriNumber: User Job Number. 07EGBerry Page: 10 of 12 Creek Auditorium EnergyPro 4.3 by EnergySoft User Number 3895 Job Number: 07EGBeny Page: 11 of 12 Creek Auditorium I I LIGHTING MANDATORY MEASURES LTG -MM PROJECT NAME GATE Berry Creek Communitv Church 'l Ulti Purpose Bid.8/15/2007 DESCRIPTION Designer Enforcement ❑ §131(d)1 For every floor, all interior lighting systemsshalt be equipped -with a separate automatic control to shut off the lighting. This automatic control shalt meet the requirements of Section 119 and may bean occupancy :sensor, automatic'time switch, -orother device capable of automatically shutting off the lighting. §131(d)20verfide for Building Ughting Shut-off: The automatic building shutoff system is provided with a manuaL accessible override switch in sight of the lights.. the -area of override is not to exceed 6,000 square feet.. F] §119(h) Automatic Control Devices Certified: All automatic .control devices specified are certified, all alternate equipment shall :be certified and installed as directed by the manufacturer. §111 Fluorescent Ballast and Luminaires Certified:_ Aitfluorescent.fixtures specified for the project are certified and listed in the CirectorW Alt tnstalled.fiklures shalt be certified. R§132 Tandem Wiring for One and Threo Lamp RuorescentFrktures: All one and three tamp fluorescent fixtures are tandem Wired with two lamp ballasts where required by Standards Section 132; or all one and three Vamp fluorescent fixtures are specified with electronic high -frequency ballasts and are 4exempt from tandem Wring requirements. §131(a) Individual RoomfArea Controls: Each room and: area, in this building is:equipped. with a separate switch or occupancy sensor device for eachparewwith floor -to- ceiling walls. ❑ §131(b) Uniform Reduction for Individual Rooms, All rooms and:areas greater than 100 square feet and more then OX wafts per square tfoot of fighting load shall be controlled withbilevel switching for urritorin reduction of lighting within the room. ❑ §131(c) Daylight Area Control- All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the -area shale have 50% of the tamps in each daylit area controlled by a separate switcb, or the effective use,of daylight cannot be accomplished because the windows are continuously shaded by a building.on the adjacent lot. Diagram of shading during differenttinies of the year is intruded on pians.. D §131(e) DisplayLighting, Display lightiing, shall be separately switched:oiv circuits -that are 20 amps or less. EnergyPro 4.3 by EnergySoft User Number. 3895 Job Number. 07EC-Berty Page: 12 of 12 Creek Auditorium I O LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 Phone: (916) 652-4655 TRUSS Fax: (916) 652-3860 "M YSVIL E L PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 Truss Design Submittal Designed By:;, Date: Technical. Representative: Manjinder Singh July 24, 2007 Bryan Wagner * All enclosed drawings are in alpha -numerical order Client Berry Creek Cont ' nit Church Office Phone: Office Fax: /Elevation: Work Order # Floor MK411 Roof Components: 0550707 Proiect Multi Purpose Building 1460 Bald Rock Rd. Berry Creek, Ca. Site Phone: Site Contact: BUTTE COUNTY O Original Submittal AUG 2 0 `� �107 O Complete Revision DEVELOPMENT SERVICES O Partial Revision: Replaces individual drawings O Addition: Add to Original Submittal a�o Dapo � BpLLook.) Tib Me CAQ)M- 0 To eT%nR C Qo¢x:> o�il2uss M 5-O 28-0 5-0 ALe Ul m s ' A JLEA) H � Hn L< � P w n a o v — K p ►t r m of m " m m Z X PO x 0 0 m 0 0 m R1 Aa UIaG P (9 EA) �o�• a ~ rt N- A CD c A n O b O x — n x m A3 v EA yddm °n mmqH amr p n a n o z d y S = d r m r n r m r� 0 b n HP a m a m x ro z .. CN m m o o d N w m E 00 0 0 0 0 0 0 0 0 m ro ro ro ro ro m m m m m M M M ro M \ m a IE 3'E 3E 3� 5-0 28-0 5-0 H 0 C G d O M a n M M \ m m m K i! m xa m n •• m n n M ro w n n ro r J o •• n r n n ti W N W O W O l0 - •• N \ J a o O J \ N r N O A N N N N O o J m W a Job Name: Multi Purpose Building Truss ID: Al Qty: 8 mw x -Loc REQ REQ'D 2x4 DFL n PiaciSISIVIi ANSI/1YI - 199s UPLIFT REACTION(S) 2 27-10-14 1710 SO" i:az" 2x4 tusi REsuLr OF ,� 2 -138 lb Support 1 -138 lb BRG IRRHNBitS1?riT are �O�NLY 3y�B 2x4 DFL STILI 10-4 IF HIAIIGERS ARE DiDIG OH THIS ORAMRNG chis toss is designed using the on tnrss r1a 8t ng BATE VALUES PER IGC RESEARCH REPORT #1607. THEY ARE ON 1 S�NAHG£R NAILS FOR. CBC -01 Cade. MAX TIGssppaann)) Loaded for 10 PSF non -concurrent BCLL. 1 -PLY AND 3 j!VGER W►ILS FOR MULTI -PLY Bldg Enclosed - Yes, Irtportance Factor . 1.00 L/534 % (LIVE)'LC 1 i• * ♦ + + t t + ♦ t ♦ + a ♦ + + ♦ ♦ t + + r GIRDERS. IF 2.5" GIM NAILS ARE USED THE Trvss Location -Not End roan D• -0 32" T. -0.94" rostrained horiz. LL deflection - 0.37 in. HANGERS MKT BE RE-EVALUATED (BY NkERs). Hurricane/Ocean Line - Na Category - C tr ♦ t 4 + + i * i 4 + + i + 4 PLATING BASED ON GREEN LIBBER VALUES. Bldg Lenon 40.00 ft Bldg Width - 30.00 ft 3{jg'j';j / 4 QQp Mean roof height - 13.88 ft, nph . 75 8:11 GC Standard Occupancy. Dead Load . 13.2 psf 0 z 10 1 = ; 1 -4ma.ss)i 4 8.1.15 1 ¢• 0-3-1561 W..308 81710 2.50 -2.60 U:-198 1 13.8.8 1 ` 13-0-8 •� 28-0-0 r 8 8 10 11 12 H 1 144).0 1 1440.0 1 1 2 3 4 5 8 7 ff-w— �� M] 2 VN308 81710 U.-138 841.13 SHIP June 30, 2009 CIVIL a` 8/14/2007 268:- Homewood jl itssReed all notes on this sheet and g" a copy of it to dte Erecting cc r. Cust: Berry Creek Caimuni ty Church (CSG) `W ThbdW b#jrw w W&A*4 g namreman earsear+bnoonmeaur vwragermrpawemr.tamrer W0: Drive_T_OSS0707-L000OS-100001 ® enddmin . nr w.uea.mrwron.aiwemKnr PAdWgnaraer� Mo�aopssneaW - . .em aw. chnnas Dsgnr:MSB #LC- 16 Wi: 1S3# TRUSWAL1;;b afatevemrey,eaaaraa.tin,..Mmend„may,ed„p„rprvbamraenm.ewyde,bennr.e.m,mroram umamerdm#VmPdwcweaewawa.pHnpa.eaeyeaaaHaS�paooeenanrPema�eaMo+a� ����� TC Live 37.00 psf LiveDur L -1.1S P=1.15 YNx*b=dgbaalaeoardraMipndbbmanM"bN n�rhadtPy8rW reM�pmrrYdMyNrieq udsnatliawue no" - TC Snow 0.00 psf Snovkur L-1.15 P-1.15 ® $Y$TEM$ USA bo'wrrax°°daaorro°.umrrm°'mbbm°"°�H'qu m`a°rsoree00not ap.00dInvq �aasred"Sorra,,ndrnamrrae..mdbac.ed+a�waaassoa.,.mpr.m,aa� Fab hwde.wm TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens s1lIB 8WW9C=W—rtwmo-mo. nmdrmrneooaaaneermeueo�wpeuimr: vohNrdamoDecavaeyareraerdemwpuenntnewrerUwas, BC Live 0.00 psf' 1.15 / 1.00 / 1.00 '2- XWM 1'. W1rA T - Vb0d TMW CM -4 01ARNOCS MWdW DIftM PAWM*WJM 9A.Deaooh1PaeNrGk%TYWFCFVMnar- SC Dead. 8.00 psf O.C.Spacing 0- 0 aowrasaaorsmfatmadpwe.COMM awn.recmaSSwrrsH�Hahywmw.rTPLnrTarwrea�AettPpraaeedrsesoonos~oumsrranm TRUSPLUS 6.0 VER: T6.5.4 vrmr,5M&`n*AwkwFaeyadPowAsoma,OlPyewerdrN++t+ahQra4Nw.asamwAw- aocwode. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: Multi Purpose Building Truss ID: AIG 1 CRVICAL It 3W FOM: 2x4 DFL #1 2x4 DR. #1 1 Platlrq spec •ANSI 1995 RSIQ1 This truss is designed using tM c BLK 2x4 DFL STANDARD THIS IS THE DaFOSIIE RESULT OF M.TIPLE LOAD CASES. - Code. B,%-%= Encl�ed . Yes Ieportance Factor 1.00 PLATE VALUES PER ICED RESEARCH REPORT #1507. IF HANGERS ARE INDICATED ON THIS DRAYO:NG. Truss Location - WA End Zone . gLoa ded for 10 PrDuse SF Wles non -concurrent GCLLippopd5cs. TiH-PELYAMEBASED O HANGER ��gNAILLS FOR Bldg Lr��wgfe/}O�ceaann1tLine ft�Bi{�dg dd�� 3D 00 ft [ij a brVosed e ng reavired 0 i8ed 1rKeto froalsace.. PLATING mGIRDERS. IF 20N'QJN NAILS ARE USED YHE EBII RE-EVALUATED VALUES) "m �C StardaMidccuparrc ��Oead'lMh 23'2' psf 14.0.0 14 0 0 ' 1 2 9 4 5 6 7 8910 11 12 19 14 15 18 17' 5.00 -5.00 64-15 84 13 Smp 0-p 2.60 1-2.60 1988 29-0.0 ' 1e 18 1 212Wffffl 9a' TYPICAL PLATE :1.64 OVER COMINUOUS SUPPORT June 30, CIVi1• r 8/14/2007 268 - Homewood Jr s �+1 Read all notes on this sheet and /ve a g �y of it to tw�ng���r Cust: Berry Creek Comity Church (CSG) c Hbdeetsfrbranb4lWNr&Aftmfpenaenottam )d- ktasbanommanevammirpmumVIVIS oarsnrnmamm MD: Drive-T.OSS0707-L00005-100001 ® ar ear In ND r..n.eaasnrdr.mnq. or�rwon. - Dsgnr: *8 #LC - 16 MIT: 1578 TRUSWAL aebtrasbe bsdrmep.naenr.mesreeebr ptilpp deftrfrpbrbmfie.fba TffeMft ebf.enbaesearbfbasr W& ° &jftbWbi wftwW°"""°""'�i1"'�"�""'°'�°°� TC Live 37.00 psf LiveDur L -1.1S P-1.15 bffY obbfffafdtVine watmetrrrvafaerbooaffmaeIlk"Wr, byenyden.rbbnmrrrarefgeoalrq uMremfrWee em TC Snow 0.00 psf SnovOur L -2.1S P-1.15 ® SYSTEMS ffeea mW ft Games .�aedaaroawana�eraybneoeeudbwoo m.wnomreeruab.poen" effrefefradfa.rmrtbsnry>Q..ewereder-.oeb.fa.dlfMlend4arreoarbaOorAaeo.neefaa rubr..baAe.tuft TC Dead 10.00 psf, Rep Mbr Bed / Camp / Tens //WBuWoVCaffpoffeNsflmV1hbm. .abwo.mbbear.00anuwe.merrrto.bo,facade J*d&1dameDMRmw aefrre.opubon Umm N.aw 1, BC Live 0.00 psf 1.25 /,1.00 / 1.00 Nlanf�lVWMAr•MAdTnm0ae,aof1- redreDes�raee- rear.RfiLDMCMVCNE T$AETYW:CRuT0t. BC Dead 8.00 psf O.C.Spaeing 2- 0- 0 eeeeaaf�.feoaaeTdsOefe.sas..co4aem mmi4m).maces&anwtrm*EmbvwrcAwdTRLnrinrwr ksamem bbareaaelvanmbOft eraee« TRUSPLUS 6.0 VER: T6.5.4 w.em.ber+o.arafrfmfRa a.rw WAMCWMWMNrbmerTn+lab8redt.WKMOM 19 reQ cc2 ae. Blda Code: CBC -02 nFFf nerrn- f nen Tr- f nee WH a c;oga ' gal N -" I i C;O:t H gig =w a a 8 V1 b n r ►• r N NrNN 8 4C77 7..i' p ~7 ~ NN \ WH a c;oga ' gal N -" I i C;O:t H gig =w a a 8 V1 Job Name: Multi Purp6se Building Truss ID: A3 7 M 11 -LOC REACT SSI21: RE 1'C 2x4 DFL SS platirg� 1995 This design based on chord bracing applied 1 0- 1-32 1750 3 SO" 1.87" i 2x4 DFL 01 3-4 THIS OESI IS T1¢ ZYSFOSIlE RESULT OF per the fnlImAng schedule: 2 27- 4 17 3. SO" 1.87" 6< 2x4 DFL it MULTIPLE LOAD CASES. am a. C. from to 8RG are y V ONLY 2x4 DFL STANDARD IF HANGERS ARE INDICATED ON THIS ORAIIIIIG, TC 45.00" u -u-14 1S- 3- 0 on thus materia at each bearing p�HAgTE VALUES PER ICO RESEARCH REPORT M1607. THEY ARE BASED ON 1.S" !ANGER MAILS FOR UPLIFT REACTION(S) : VW*�( DEFLECTION (ssppa�n,)) loa4ed for ]A PSF non-canwrrent BCLL. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Support 1 -136 b L/999 Nem 9- -0 AL2. LC -01 „ Drainage oust be provided to avid Cording. GIRDERS. IF 2.5" GUN NAILS ARE USED THE Support 2 136 Ib P nnarnnt bncirq s ro�rired (�ppyy oi�hheen) to RE-EVALUATED (BY Ol{i This inns is designed using the p vert rotaHan/topltrg. Sou BCSI 1-03 C=M.Mious lateral bracing attadrcd to flat -01 1 ANSI/TPI 1. TC as indicated. Loeber aunt be structural CB% Enc osed . Yes PLATING BASED ON GREEN L188ER VALUES. grade. Brace.0 24" o.c. unless rated. Truss Lion . Noi F�2o Factor - 1.00 / Hurricane/Ocean Line . No C� pry Bldg L�q� 40.00 ft Bidggdth0700 ft Neon =height t . ]3yy.b8 ft, aph 75 Standard c1 Dead Load 13.2 psf i0 7i i.sb�� ---'Dir - L P1 I l ocSIQI LGA .Plf -- R.Loc LL /iL TC Vert 120.00 - 1- 0-0 110.00 0- 0- 0 0.67 d % isd(i: 8 TBC Verrtt 116.00 28 0- 0 1726.00 293. 0- 0 0.67 BC vert 16.00 O- 0- 0 26.ao 28- o- o 0.00 ierrt... W 0 - 1X'0L0C- 0 1.00 B Vert 60.0 29- 0- 0 1.00 BC Vert 40.0 22- 0- 0 0.00 BC Vert 40.0 16-0- 0 0.00 14.0.0 14.0.0 r 1 2 3 i 4 6 6' !.-Z Q.{ 75.00 4-48 1.5-3 1.5-3 6-1-15 8813 SHIP 1 3.10 310 1 0316 2.&4 5-0 0.315 61 B2 W308 W.3013 �O V-138 4001 4001 R so U:-138 � r 28" r � fn N 7 6 9 10 . June 30, 2009 C1 V 14 �,�3►�P 8/14/2007 268 - Homewood RNINGReed all notes on this sheet and give a copy oflt to the Erecting Contactor. Cust: Berry Creek Casunity Church (CSG) CEJ TMWOonb WW_ I - brromsa- ndhn Iran 1hftb a bWd0,epWAxd +nW4Wbyft I WO: Drive--T-OSSO707-L00005JO0001 ® aid domIn oma.,o.W1h0Wan.e%eynoaiwKdAFPAft1 3 I I I Pb --ba.n.erwam. , ammay. Dknwdm 10 DWr: 168 •'�'• KC - 16 WT: 149# nelobe byma Owlpwlela �RdWftW idtrb�An10 pdwbpenarkn TrnbtlpdarIQwrrruatloer"10awbam ,�dwr.�d.,H�rr�rwemodfolox" r.dtqe»ba bA*goKWvdmdpwewarr�FawDw. Tb.dwoma wful eHrp�' TC Live 37.00 psf LiveDur L-LiS F61.15 TRUSWAL buwryhawagaraatwaowrrmapaearbawnmoafboweeybawabreayed YOmrrlradeaymr4 u�aewnbe -- mbaonomwe0doAbepbwdnwV TC Snow 0.00 psf SnaHOur L•1.15 Pb1.15 ® SYSTEMS nava ernrvaornIs WNWAw4oartam---- r 60 anYboWdd= WWL w"�w"°'"0g1io0em awnano..a , cromwNdUMMO+a MAWCrrec°"'°mpr"a°nbron AW bb+r , - n,na TC Dead 70.00 psf Rep Mur Bnd /Comp / Tens .dbadseadbrab.mwd.o.vMawbewdaod.d.I 'JeaewaCuboDerrbpoa■namrraaaatamThmdaHw... BC Live 0.00 psi 1.15 / 1.00 / 1.00 ffWBU9QVC0mpa.,dyQ-W.ha 'ANWMI'.WMAI'.wbbdTn CRMd nsmeuftdDwpnRmpwWWJKaaDMCCMPMMSAFETYWCFJMMW- BC Dead 8.00 psf O.C.Spacing *2- 0- 0 suerwfowkor.wr0%omb,401.Coma pmwganecedW*AWYOIEEMbIWWwandTFH.nrmbeFHsbwewia(>PObHoaredaaaavonaabonw LrduwG TRUSPLUS 6.0 VER: T6.5.4 MoxminSM0. MwAnnlm ft uenditw- - 11wi(AwNbw"dl1E»tanebMtNULmepowsroft Dc"M Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/241 Job Name: Multi Purpose Building Truss ID: AG 1 attnuL hIFHBFR htRo 5: bc4 DR bl Plati ANSI/TPI -1995 This truss is designed using the &g� 2x4 DFL 11 THIS OSIcIS THE MDA6a OF CBC -01 Code. L BLK 2h4 OR STANDARD MULTIPLE LOAD CASES. Bldg Enclosed . Yes Importance Factor . 1.00 PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF MANGERS ARE INDIGTP CN THIS DRAYQNO Thus LocaHan . Zone loaded for 30 PSF nay-c�a�rmemrt BCLL THEY ARE BASED ON 1.S HANGER NAILS FOR' Nurrcammhqe/ocean L ne . No Catego C Me use nnntggoGNER les for�g lrebbiocks. 1 -PLY AND 3" HANGER HAILS FOR MULTI -PLY Bldg LLrroo�eoop��tthm height ft Bi dg Wdth . 3D 00 ft 1��ehmQosed MGM W� rva S' PHANGERS MUST LATING BASEDZ0�1GREE1�11#B�ER _(BY orflERSGUM NAILS ARE USED THj. Standard iOccupancy. 0e�'Load . 13.aph 2 psf 1p 2 1 2 S 4 5 6 7 8 B 4112 13 14 15 16 17 18 18 20 21 74 5.00 5.00 25-4 rr :"2 x * I. "d �6-4 x w �z 26.0.0 r itt r 22 23 5 7 6 12 q .6 27 N 2 8 0 1 June 30,2M 8 ffiff TYPICAL PLA ;1,g�, F!IR CO UOU1S SUPPORT C i V 1 L \P 8/14/2007 268 - Homewood Trus Read all notes on this sheet and'9ft a copy of It to the &Wring Contrut�o/ ®u Cost: Berry Creek Canity Church . (CSG). ® Cu+l TM &sWi61WWhWA"bAft sa1ha+bMWWmged0MWW samdyuromnooh.sMWQft*M MD: Drive—T—OSS070UMODS,00001 ad 0000In.amid.mTOgoORM %MOMof M MWAMdeeoeeurorea w-auhabaibasneabrahro�breoouq. aemrae Ds�r: NSB SLC . 16 WT: 2130 _ nebWvaMee elehe mhpawree�AmeerbMlibYihedherpbTbhhldllort. 7AebMOWma1 tlOW�'iMlM beep TRUSWAL °° "°°' 'a�'°'"° °b° °°' '°° g°°°°°°"°�°"'°°'�°''"°�'�'°'�`°'�°�°" TC Live 37.00-psf LiveDur L.1.1S P.1.15 bbhenryeumehyhb,nzfaeoon4aMpnhdb0alomawdbOhbrrybaeyero7MrelMpmhMYldedyr<adrq unlreWrwhs TC Snow 0.00 psf Sn&AOur L.1.1S P -1.1S nohea a.Duca.hbabarasoanaao<hV, M@Rbm0*1DmambwoWhgn nraanhvomwssorato mab.al TC Dead • 3A.00.psf R� Mbr end / Coup /Tens ® SYSTEMS emnearmehldMebsshemm�aoruhraerwaabeaalal.waoraeaanemvr.mhwmon. rVewre.hrua.Ynm .mbaaseftomin aa.ho..Msrbbw- n'Joh .roaaeooarnepmvereebeodoaoanm.we*AIM SC Live 0.00 psf 1.15 / 1.00 / 1.00 /1B8'6uBd1nq C, 41, 1 Group, km wmnwr.WFr. i'.VixeTweoo,edofkmbemroedoeelr UMDo+ CMFOe BAFETYUMMMM- -BC Dead 8.00 psf O.C.Spacing * 2- 0- 0 4a us.6ealhnaw6ppe.opa00ol OM M1$b Wd5Uv0=ebone,, utledea� TR IS US 6.0 VER: T63.4410, ,,53M rewmb.,Faa> wdPWwA=dmhV1wybborarh1»ISM mw.NKSteeegwdrpom,Deioox. Blda Code: CBC -01 nFFh RATA- Ln40 Tc! 1124 Ije on ��AAAAr-• Nm Jt AAAAA 1 1* ss 7 O •• as's'es � avaa N N N H MMM T G~�Nv~i r Ije on ��AAAAr-• Nm Name: NDW FWM: Bu Truss ID: BG Platarg spec • A GIAMI - " THIS �SIOJ IS THE CO�OSI7E RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE D()ICATFp ON TNIS DRAWING, THEY ARE BASED ON 1.S IWIGER MAILS FOR 1 -FLY AND 3" HANGER WAILS FOR MULTI -FLY GIRDERS. IF 2.S" GUN WAILS ARE USED THE MANGERS MST BE RE-EVALUATED <BY U Adg). PLATING BASED ON GREEN LUMBER vam. This truss is designed using the B1 �E1irc1 .. No, Iaportance Factor r. 1.00 Tru 0% an - Not End Zone am cm 81dg length .�r44tr cam 0.000 ft�8{{��dg WdCAtln 30 00 ft � StandaMiOca�paricy,�Dead L ..13 2 psf i 3.0.0 i 3-" n. 1 2 3 4 b f00 —5.001 2.5.4 TS 2.5-4 2.5.4 1-1SHIP 10-115 D116 ""2 e 7 B s W re30,TYPICAL PLATE:1.s.3 OVER CONTINUOUS SUPPORT V1. 268 = Homewood Tril<.cs WARN/NGRead all notes on this street and gNe a copy o/It to Me Erwdng Contractor. tet: Berry Creek C�unity Owrch (CSC) (�►J lWdWprbrnt*urbosoaonpar+naawyran lhwbmb"on paamoeawpwr byft W Drive_T_0SS0707100005_300001 ® .mmnebeaowmo..mmea.nrtvaraeaf7A.ieAR%a@Wpnwta.es Nora:, I IN.swn.ebranmdmdaw w. cbwd a Dsgnr: N58 #LC - 1S vr: 309 rabbev W. byme mpg . mrMdmrdbrbilkrlp. .. Pbrbhbl"% 71e11tl'pm2 ffusiaatrttbhRtmwo �� ��Q m Y gm���adm�m�M1 TM��aAVOboO TC Live 37.00 psf LiveDur L.1.1S P.1.15 TRUSWAL barb.oeegarw"""'r,e ero.ma.mmmanebrer,yb.oeagsrps�n.rromrrWa.aydara ursans.is TC Snw 0.00 psf SnorDur L.1.1S R•1.1S � SYSTEMS naso. mtorn.nrermWma Mor Ionr+amr�manbbnwsbmftwon mmaplaced b.y dMamsreYlM9ms0,ftMdSbttrMimi dlMnmdbcow 10%-dbarMm�nedOrOlbDasmlla� F1b17b4NMe.Yetr A X Dead SC Live 10.00 psf 0.00 psf Rep Ibr Bnd /Comp /Tens 1.15 / 1.00 / 1.00 I/B8►8uaargcvnwonsnb noup,v- ad b.tease,n,b,ma,e,,,mwMftea, rods,a.ftv,AyedCuMVDWARO orNCAN"nwaueamTMMd ,e, ,AWMV.wirwr•Vbmmm0MrKld nasumsoDmobneannooasnartaAFetYRFUe roW. BC Dead 8.00 psf O.C.Spacing '2- 0- 0 ata Nc+[wA or st."A appe„COeoso7 M= 1-0 sd tiem eW4ulYSEM byWMA ad V1. no TAM Pbb hoOft QPO Y beWd saes Ddoeb D&^ mom TRUSPLUS 6.0 VER: T6. S.4 wmn*sm9.nwmmtwFwwwdpww- eNanwmbbmartirAAomeDDKNryebes WAOr eft Dcaame Bldg Code: CBC-Ol DEFL RATIO: L/240 TC: L/244 Job Name: Multi Pu ose Building Truss ID: C1 My: 2 Bk 0-x1-12 REACT 610 �" x1.1.50" BBC 220 DFFL 01 L #11 ��gtg�ssppee �/ry� TUS DESIGII�IS T}� F06ITEMSRESULT OF UPLIFT ON(5)72 lb 1 7-]0- t �3. SO" 1. SO" BRG s6►1�op� are basad OILY bearing 2x4 DFL STANDARD ppLEBATE VALUES PER ICBO RESEARCH REPORT 171607. MULTIPLE LOAD CASES. IF NANGERS ARE I RICA Oi TMS DRAYQNG, NTH rt 2rt 72 lb 7Ma rvss is desi using tl�e MA�tt�te�raira�l.at ead� L/999 MEM 4-S M%- :LC 1 pLgTING BASED ON at@I LOSER VALUES. THEY ARE BA OI l.SpI NAILS FOR ROM QRS -01 Code Lportance Factor 1.00 " T. -0.02" O1" 0.Via ; t IF 2.5 QRI NAILS ACRE HANGERS MUST BE RE-EVALUATED (BY OT{tERS). Tru W®t an .Not End ZanEe� ry. B1 care/Ocean amine ftNo E Wd�tlt 30�000 ft 8. Me.=pt Statam 2 f d OWN/ 19(0 81 rrdd/OccuPancY,�Dead loaid . 13 psf A 101 -M -II/ 111(1.1 O.OS 268 - Homewood Trlls . ® CEJ TRUSWAL ® SYSTEMS' nW BUUdmtg Compor-ft Wag bm S 4-0.0 t 4-0.0 , 1 2 9 5.00 4-4 X001 B1 B2 ws08 w.308 8810 ft810 U:-72 V-72 4 g g WAR/VIN VRead a/! notes on this sheet and g" a copy of h to the &wring nhdnWbfor anWIANrbA*qnotbusai ' aMownbrednN p wAmgbaotrpordtmtaAmaer "omift md,ro Wbftraawo wtlon 01TRUWAFRAdWas No tapotefb b arurd for 6ta4I aomm* Caracas asbba wddadgd. oonpatrataraatmaarariVbaft - Ig spdorabbarlat ro bdlapd Ig mraastba dutdrbbdt ulWadnsiYdrtamelorasaWtl.budtpb,pmdgnrbdrbtlrpmdeandd.pantdorappoeon. nsdsbtrautt»dslosbpohad b o4irybdwd gdr as oflobreMliiip ndsm eonaddwd b ww* b and bym (w map mlNordk@*49dNMtl uarbaolendr Wel a"p+ratberm".yonordottauwun.n E "lormambwpbtgn mbdmoat.rOdrgeh OmWIn.y atwm. tldw$�dffdOm rraa..00daccW1916=10wommom w1moft . wbtdrbhwIdWbmr "biamobwaaba000Ns. Whd. k- ,.atrtaa. Yom"QNp Demi Repaht WAbroodbdnThm"aolbrb. 'AN3Mf,VAMr•VJwd Thaaaoual"OMONOWdWDamps RBWwu Wlee.BUIDMCOkWd@RSAFEW F'OMp►TKN A1C® UM add WW GLUMAYGHER 9 q WIG"TR The Thm Pme MON (I)O b baba U 5U DtbnabOds, hw2m Wbeneb Ung.ThehTwk tFamwdPOWAMDCWMVJ:PNbbc*Wd fill innGbeKNNLebeo4WAW&OX OCMM 2.413 SHIP 031b June 30, civic. r CO) Cust: Berry Creek Camni ty Uwr'ch (CSC,) W0: Drive-T-OSS0707-LOOWS-700001 Dsgnr: MSB BLC r 1S WT: 37/ TC Live 37.00 psf LiveDur L•1.1S F61AS TC Snow 0.00 psf. jSnamOur WAS P•1.1S TC Dead 10.00 psf Rep Ibr Bnd / Camp / Tens BC Live 0.00 psf. 1.15 / 1.00 / 1.00 BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Bldg Code: CBC -01 M Job Name: Multi Pu 'se Buildin //ryryI�Truss ID: CG 1 �� �W FWM: 20 DFL W DFL it TTHISi�IS T11�EI(�FOSITE�RF a OF This truss designed using Ure BU( 2x4 DFL STANDARD MULTIPLE LOAD GASES. B1 Enclosed . No, Ieoo Factor . 1.00 TE VALUES PFR ICBO RESFAROf REPORT 81607. IF WAGES ARE INDICATED ON T(RS DRAWING, Thus Lou an . Noi EndZone use pESI to lyes�for 1e blocks. THEY ARE BA ON ON 1.5- MANGER NAILS FOR INrriccctume//0�cean Line . No Grtego C g�abpse�br ng ired 0 58�" ir�tefrvals, QNAN NIIiST2BE EVED�gyO7�IERSTMj. S roo roo andai�di �peed�LoaUddt.- 75 13.2 psf W 't�neral 0911.. D tDatadi1s6,1CDMD6503S. PLATING 840 ON GRM V"ER VALUES. 21.0 r 4-0-0 4-0.0 , 1 2 3 4 6 8 7 6.00 b.00 3-4 1-1 -16 2-4-15 2.54 2.64 SHIP 0315 0315 jhne,30,2009 � Bao 27 W jp 249018241-0 � 1313 , TYPICAL PLATE :1.63 OVER CONTINUOUS SUPPORT a CIV 14 ��? 268 . - Homewood TrL4ss " WARN/NGRead a►1 notes On this sheet and give a copy of it to Lhe Erecting :Contractor. Cust: Berry Creek Comani tY Church Cv+J nsa,�rao ra�gaonomnnammryo.neronombnocnrq.a6fts, eaogermeoea.rffmocom WO: Drive_T-0507OLLOOD05-100001 ® rneedrn.aaaornoe.r�iromwsvmratw.,a►aerueroa w�e�oree-rrran.aurarrmrsmusa orenma Dsgn r: MSB BLG 15 YR: 428 ..eoa�mreereromoms�nrmaoa...�aa+roeeo�rvaornmrrw� meo�aso�•r.r.o.rraruswa. TC Live 37.00 psf'. LiveMw WAS N1.15 uMWcnmba�rradmemdb�OnP�dgrtlntmde�fyao0eradtlsP iR�lbednW�>oanukp-dW TRUSWAL rr.rya,mee�e.merommrwri0Wdit eommardbi rar�or•roe++�+vmr.rraabe dra urmenee TC Snow 0:00 psf P�1.15 ®SYSTEMS neee0 a.*40nrermrrePn+amrea.ye.sa*nm,maw�gr� mrmuoarrdW1rM* umdnwW '"r°"'" ,f—maim°m'4-00'°m°"°»x"°°ro'MM m°'pr°m"°ra" rWbftm"°a r .' 74bvneram TC Dead 1D.00 psf . BC Live 0.00psf R� Ibr Bred / Caa� /Tens Rep Mbr nd / 1.15 /.1.00 / 1.00 �APiWBuBdrrpCoeeporeaibOWOM eo. blown" o"Oft%daft a� c rerrrneamtiwrR�nseuetiereaq�aanaudrmr.w, ANgMl'.WMAI-.VbWTnmC=4d*mkosadxd0e*nftmmdor..UADMOMVCM rteAFETYmam'nar• BC,Dead 8.00 psf O.C.Spaeing '2- 0- 0 4N6rer Is 0: a.►roL ebro. aovr. oosaoy GOP 1.0ad9=SUiANW&MM eyWMAaid NPL re Thm Plde Yrerts(TM r rmrd d SUA U*Wft 00^ WAem.' TRUSPLUS'6.0 VER: T6.5.4 rrareeNMI1aneeatraµ&AMW M%1MDo2o3e. Bldg C. CBC -01 DEFL RATIO: L/240 TC: L/241 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 1461 BALD ROCK RD Owner: Permit NO: B07-1778 APN: 062-710-008 BERRY CREEK COMMUNITY Issued Date: 01/30/2008 By KCG Permit type: COMMERCIAL PO BOX 185 Subtype: Small Assmbly Bldgs BERRY CREEK, CA 95916 Expiration Date: 01/29/200 Description: MULTI-PURPOSE CENTER (1344) (530) 589-3062 Occupancy: A-3 Zoning: U Contractor Applicant: Square Footage: STUART SANDERSON Primary SF 2nd Occ SF 3rd Occ SF 173 SANDY SPRING LN 1,344 BERRY CREEK, CA 95916 4th Occ SF 5th Occ SF Total SF (530) 589-3062 1,344 FEE INFORMATION CWIFAUD Impact Processing Audi $50.00 DBF Comm Alarm System Review/T $181.70 CWIFDDS Impact Processing Fee $50.00 DBF Pln Ck Comm Lo/Med Hzrd $90.80 CWIFNR Indstrl Mini -Storage $72.18 DBFIRE Fire Commercial Plan Ch $102.70 CWIFNR Industrial $529.93 DBFIRE Fire Inspection (SRA) $102.70 CWIFNRSHERFJL (Jail) $40.32 DBFIRE Fire Inspection (SRA) $102.70 DB A3 Small Assembly Building $1,448.35 DBOMSCF Fire Safe Standards Re $115.98 DB A3 Small Assembly Building $965.57 Total Charged: $3,948.10 Fees Paid: $3,948.10 DBEH Building Review Fee $75.70 Balance Due: $0.00 Receipt No: B6222 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, , also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 01/30/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; check one of the following: Contractor's Signature Date �Please Iq[ I I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE ILS COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED as required byCONTRACTORS E]I TO CONSTRUCTTHE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Cartier. Policy Number: Exp. Date: (This section nee not a competed if the permit is or one hundred dollars ($100) or ess. ❑ 1 AM EXEMPT under Section B. 6 P.C. for this reason: F I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS Lpi ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 01/30/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 01/30/2008 4t_,J�� I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the owner or authorized to act on the property owners behalf. SlU4,T_5aJelSv 01/30/2008 CONSTRUCTION LENDING AGENCYoperty 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for'Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ee Owner ❑ Contractor OR. ElAgent for Owner DAgent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name First Name Mailing Address PC gan City gerp nelde_ State (:A- Zip 979a b Phone Sg 9 ^ `.z Fax S�m� E-mail CONTRACTOR Name Address City State Zip Phone Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name E M l e r yyn Address City 'jj hf t State C Zip '?61d0 Phone of �/9 , z//7_� Fax E-mail State License Number C4.4 5.3 APPLICANT INFORMATION Name S7U�t(t S vl h J Address L d s � h CityQ _r c Cry State Zip �-S S/ D/ Phone _,5,g Fax SQA E-mail APPLICANT SIGNATURE X trz,� 4,1_1� PERMIT NO. BIN # dtN F2 PROJECT LOCATION API %62 7 t o kAJ Property Address I y611 (S"IA t�o CIS City REPO WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. 0t u -r os -Az �vlLL,) [ti 144 f Scl FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Oonst. IRA California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau - Fire Marshal 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax GENERAL STORAGE AND USE OWNER'S STATEMENT OF INTENDED USE Reference Number: B07-1778 Location: 1461 BALD ROCK RD Parcel Number: 062-710-008 Owner Name: BERRY CREEK COMMUNITY CHURCH Description: MULTI-PURPOSE CENTER (1344) Date: 08/20/2007 By: KCG Sub Type: Small Assmbly Bldgs Phone: (530) 589-3062 Tenant: Rerr y Cre e k C ' Please check the appropriate box below, sign and return this form to the Butte County Fire Department at the address listed above. If you have questions, please contact us at (530) 538 -6837 -Ext. 166. If additional fire protection features are required, you will be notified in writing. [`�(] This building will not be used for one or more of the hazardous operations, processes or storage listed below. This building will be used for one or more of the hazardous operations, processes or storage listed ❑ Motor vehicle repair operations ❑ Spray finishing/dip coating ❑ Welding/Cutting ❑ Woodworking [ ] This building is a speculation building without a tenant at this time. The owner will notify the tenant that there may be special fire department requirements for one or more of the hazardous operations, processes or storage listed above, and will be advised to contact the fire department for permits prior to occupancy. 08/20/2007 Date d2��A A-v_j� Signature below. A fire department permit may be required. ❑ Aerosol storage and/or retail display ❑ Combustible fiber storage or handling ❑ Combustible liquid storage or use ❑ Compressed gases storage or use ❑ Cryogenic fluid storage or use ❑ Explosives/blasting agent storage ❑ Gunpowder/primers storage or display ❑ Fiberglass operations ❑ Flammable liquid storage or use ❑ Hazardous material storage or use ❑ Motor vehicle repair operations ❑ Spray finishing/dip coating ❑ Welding/Cutting ❑ Woodworking [ ] This building is a speculation building without a tenant at this time. The owner will notify the tenant that there may be special fire department requirements for one or more of the hazardous operations, processes or storage listed above, and will be advised to contact the fire department for permits prior to occupancy. 08/20/2007 Date d2��A A-v_j� Signature Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1778 Date: 08/20/2007 Location: 1461 BALD ROCK RD By: KCG Parcel Number: 062-710-008 Sub Type: Small Assmbly Bldes Owner Name: BERRY CREEK COMMUNITY CHURCH Phone: (530) 589-3062 Description: MULTI-PURPOSE CENTER (1344) E] The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS M Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ PARKS & RECREATION DISTRICTS ❑ E] Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 E] Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 o ❑ Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 El El Other: Signature of Property Owner: At�ADate: 08/20/2007 FILE SCHOOL DISTRICTS M Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 ❑ ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ ❑ Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 R Other: F1 Other: El El Other: Signature of Property Owner: At�ADate: 08/20/2007 FILE BUTTE COUNTY FEE SUMMARY Printed: 08/20/2007 7 County Center Drive 3:35 pm Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1778 Job Address: 1461 BALD ROCK RD Contractor: Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIFNR Indstrl Mini -Storage CWIFNRSHRFVE Indstrl Mini-Stor 1840-0-280-1011842 $31.72 CWIFNRGGF Indstrl Mini -Storage 1808-0-280-101001 $18.01 CWIFNRSHRFF Indstrl Mini -Stora 1840-0-280-1011841 $16.40 CWIFNRGGVE Indstrl Mini-Storag 1810-0-280-101001 $6.05 CWIFNR Industrial CWIFNRFIREVE Indstrl Mini-Stor 1851-0-280-1011853 $15.72 CWIFNRFIREF Indstrl Mini -Stora 1851-0-280-1011852 $8.06 CWIFNRPWRDS Indstrl Mini -Stora 1831-0-280-1011001 $506.15 CWIFNRSHERFJL (Jail) 1800-0-280-1011811 $40.32 DBEH Building Review Fee 0021-540013-461.4901-1010 $75.70 08/20/2007 $75.70 DBF Comm Alarm System Review/T 0100-450001-4617237-1010 $181.70 08/20/2007 $181.70 DBF Pln Ck Comm Lo/Med Hzrd 0100-450001-4617237-1010 $90.80 08/20/2007 $90.80 DBFIRE Fire Commercial Plan Ch 0100-450001-4617237-1010 $102.70 08/20/2007 $102.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $102.70 08/20/2007 $102.70 0100-450001-4617240-1010 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 CWIFAUD Impact Processing Audi 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 0010-440001-4617999-1010 $50.00 DB A3 Small Assembly Building DBF SM ASSMBLY BLDG N Plan Rv% 0010-440001-4210500-1010 $965.57 08/20/2007 $965.57 DBF SM ASSMBLY BLDG N Permit F 0010-440001-4210500-1010 $1,448.35 DBSMIP-Commercial 1001-0-280-1011298 $19.47 Printed By: Kourtni Graham 39948.10 $19519.17 Balance Due: $2,428.93 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These feLes�may chap a during the plan checking process. Signature: iX _ Date: 08/20/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-1778 Date: 08/20/2007 Location: 1461 BALD ROCK RD By: KCG Parcel Number: 062-710-008 Sub Type: Small Assmbly Bldgs Owner Name: BERRY CREEK COMMUNITY CHURCH Phone: (530) 589-3062 Description: MULTI-PURPOSE CENTER (1344) To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 08/20/2007 Date Rev'd 5/7/07 Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protplan.html FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C O 0 0 0 O *01 $ National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1778 Location: 1461 BALD ROCK RD Parcel Number: 062-710-008 Owner Name: BERRY CREEK COMMUNITY CHURCH Description: MULTI-PURPOSE CENTER (1344) Date: 08/20/2007 By: KCG Sub Type: Small Assmblv Bldgs Phone: (530) 589-3062 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a.Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Title: 6 w 11 -P— r FILE Date: 08/20/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-1778 Date: 08/20/2007 Location: 1461 BALD ROCK RD Parcel Number: 062-710-008 Owner Name: BERRY CREEK COMMUNITY CHURCH Phone: (530) 589-3062 Description: MULTI-PURPOSE CENTER (1344) Signature of Property Owner: 1gm�G_L - Date: 08/20/2007 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. I PERSONALLY P TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT(YES OR NO) 2. I q�HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS Cl PHONE CONTRACTORS LICENSE NO, 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS Cl PHONE CONTRACTORS LICENSE NO, 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: MULTI-PURPOSE CENTER (1344) Reference Number: B07-1778 Applicant Name: STUART SANDERSON Owner's Name: BERRY CREEK COMMUNITY CHURCH AP # : 062-710-008 Signature of Property Owner: ( Date: Berry Creek Community Church 1461 Bald Rock Road Berry Creek, CA. 95916 November 27, 2007 • USE PERMIT 98-01 FOR THE BERRY CREEK COMMUNITY CHURCH, FILE # UP 98-01 • RE: PLAN FOR THE REMOVAL AND REPLACEMENT OF TREES AND A 2500 GALLON WATER TANK. • PERMIT B07-1778 - MULTIPURPOSE BUILDING • 'THERE ARE NO TREES THAT NEED TO BE REMOVED TO BUILD THIS MULTIPURPOSE BUILDING. • A 3700 GALLON WATER TANK WILL BE INSTALLED NORTH OF THE PUMP HOUSE. F BERRY CREEK COMMUNTIY CHURCH Stuart Sanderson, Chairman of the Board USE PERMIT BUTTE COUNTY PLANNING COMMISSION DEC 17 i9r DATE: (Certified Mail Rec.) UP 98-01 PERMIT NO. o 062-230-102 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: The Berry Creek Community Church is hereby granted a Use Permit in accordance with application filed: July 22, 1997, to allow a church in a U (Unclassified) zone, ;1dentified as APN 0$2-230=102, located at 1461 Bald Pock Road, Berry Creek. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of.Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-62. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 24 months of the delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee, Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a forma! application for amendment. 4. If any .use for which a use permit has been granted is not established within two years of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land..and shall be binding upon and be to the benefit of .the heirs, legal representatives, successors, and assigns of the Permittee. FINDINGS: Section 1: Environmental Findings. A. An .Initial Study was completed in compliance with the California Environmental Quality Act identifying potentially significant environmental effects that the project may have. Provisions and the design of the project and the conditions added to the project will mitigate such effects to a level of insignificance; and B. The design of the proposed project improvements will not cause environmental damage to fish, wildlife, or their habitat; and C. The Planning Commission has independently reviewed, analyzed and considered the proposed Negative Declaration with mitigation measures prior to making its decision on the project, and the Negative Declaration reflects the independent judgement of the County of Butte; and Section 2: Zoning Ordinance Findings. A. The proposed use will not impair the integrity and character of the zone in which the land lies, and that the use would not be unreasonably incompatible with, or injurious to, surrounding property, or be detrimental to the health and general welfare of the persons residing or working in the neighborhood, or to the general health, safety, and welfare of the residents of the County because: The proposed use is already operating out of the Berry Creek Grange Hall on the adjacent parcel and the impacts associated with the church use already exist in the project area; and 2. The operating hours of the proposed church are compatible with residential uses; and 3. Noise levels generated by the proposed church are not expected to exceed acceptable noise levels for residential areas; and 4. Conditions have been proposed that will reduce visual, erosion, and dust impacts to a less than significant level; and B. The proposed use is conditionally consistent with the U Zone; and Section 3: Action. A. Subject to the findings indicated in Sections 1 and 2 of this report, move to approve the Use Permit for the Berry Creek Community Church on APN 062- 230-102 to allow a church. Approval shall be subject to the following conditions: B. Conditions of Approval: Limit soil work to periods of dry weather between April 15 to November 15. Mulch protect, Hydro -seed, or otherwise stabilize the soil on all areas that have been disturbed or have been cleared of vegetation and are of erodible material, or submit an Erosion Control Plan using best management practices to the Department of Public Works prior to issuance of building permits. (MM) 2. The access road and all parking areas shall be covered with at least two (2) inches of Class 2 aggregate material and maintained thereafter. (MM) 3. Watering of the project site shall be accomplished if dust is raised during construction activities. Dust shall also be kept to a minimum on the access road and the parking areas. (MM) 4. A plan .of the existing on-site mature trees, located in any area proposed for buildings and vehicular access, shall be provided to and approved by the Planning Division prior to .the issuance of building permits and/or prior to grading or vegetation removal. The applicant shall minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than 5 gallon size. (MM) 5. Noise -generating construction activities on the project site shall only occur between the hours of 7:30 a.m. to 5:00 p.m., Monday through Saturday. (MM) 6. All outside lighting fixtures shall utilize "low spillover" design where all direct lighting shall remain on-site, allowing only reflective lighting to spillover into those areas off site. (MM) 7. The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit B" and dated June 6, 1997 and is incorporated herein by this reference. 8. Trash receptacle areas shall be screened from public view. 9. All electrical and mechanical equipment, including, but not limited to, air conditioning units, electrical boxes, transformers, and backflow preventers, shall be screened from public view. Screening shall be to the satisfaction of the Planning Division and in compliance with the Building Division. 10. Construction, installation or development of structures or facilities on the parcels/lots shall comply with the latest California Fire Safe Regulations, (Public Resources Code 4290), and all other applicable State and County codes, ordinances and regulations in effect at the time of application for improvement permits. 11. Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. - 12. Prior to issuance of building permits for Phase III, install a 2,500 gallon water storage tank for fire protection. Contact the California Department of Forestry/Butte County Fire Department for location and Fire Department connection requirements. 13. Prior to the issuance of building permits obtain encroachment permit for all new or existing driveway approaches and construct them to County standards, as specified in County Improvement Standards. 14. Prior to the issuance of building permits deed -to Butte County, in fee simple, 30 feet of right-of-way from the centerline of Bald Rock Road. 15. Prior to the recordation of the issuance of building permits a plan for a permanent solution for drainage shall be submitted to and approved by the Department of Public Works. The drainage plans shall specify how drainage waters shall be detained on-site and/or conveyed to the nearest natural or publicly maintained drainage channel or facility and shall provide that there shall be no increase in the peak flow runoff to said channel or facility. 16. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. p Dated:f �7 ,&X'e Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. ButtCounty Planning Commission Chairman CC: Land Development Division Building Division Health Department Department of Forestry December 17, 1997 Berry Creek Community Church 1461 Bald Rock Rd. Berry Creek, CA 95916 CERTIFIED MAIL Re: Use Permit, AP 062-230-102 Dear Mr. Sanderson: L A N D O F N AT U RA L W EA L T H A N D B E A U T Y PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538.7785 Enclosed is your validated Use Permit No. UP 98-01 to allow Use Permit to allow the expansion of an existing church. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Thursday. Sincerely, Thomas A. Parilo Director of Development Services Teri Bridenhagen Office Assistant III Enc. cc: Land Development Division Building Division Environmental Health Department of Forestry j:\temp\up7 June 13, 2000 USE PERMIT 98-01 FOR THE BERRY CREEK COMMUNITY CHURCH, FILE # UP 98-01 RE: PLAN FOR THE REMOVAL AND REPLACEMENT OF TREES (1) There are only four mature pine trees that need to be Temoved for vechicular access. There location is indicated by a red X on the accompaning map. (2) We will replace these four trees with four fruit trees, the size of which will be 5 gallon -size -or larger. There location is indicated by a green on the accompaning map. BERRY CREEK COMMUNITY CHURCH Stuart Sanderson, Chairman of the Board E X 1 5 T I N 6 RES I DEN C E S 10. 5B.L. TO' 7D' E.5 160.00' w t" 100.00' _ 60.00' R.O.K o Y I � >el a 1 IIB_1i' I. 70' 9' II a _ I• .Y `V i. C�19TING 'I b•. i _•CAR 1 GARAGE 1 ' -- I E.�ISTING CWRGH D :1 LKi DEC, I_ U o m ay Y O / I 66' I I 1 tl 1 A II / m >• '� I II 1 m �� N; I �\; I I/ N X I— 8 1 � D N rn ( L = I < g a I -I ;o o Jx r`o rrl� rn lD q ® I >< gib°?army w m �u I r,poog w7rti+n 5 I N NO�pa r /�ii fa� �O Il�ltO j I p abb�i A••mn Yi LnE n r� DLpp�p mad��p N' nA . O i� �-; PROP05ED�\ ( u I I N Z ,1y/11 Z� f9 N a• VT!] :^ y A m RI 1 PHASC I CNIRCH• I ll a Y �n O I I y� . In 0'.1 fn N'InI l 3n D wpn y �O mqC r L" I I\\PROPOSED L p y6 U yI /^ _ PHASE GIUHCH I I I I r y C• L� la N I ,N WI pl�A I LL 3 / p V Z 1 \ d• I yio Y Y Y Y' ,� ti J I 1 o ii�uaor� 1W aoowy,: W I 1 "w NY pr DR�OIDr,Sl 'urwr.�0=10 DLA r r iwo mD$ € �dl�o or' D a uar I .,p.,u U m�Yy u t; w ww �1Pn �• o �w_ In- Clr<-'r V-a1;�'DYY O�pP Z o iA--A DIaV 1a ll .uciA�PLn8 'n'�k� U Ti yOl� �'.`o _ ......... apt` `j'y� D' YIpY AOwy-' y hila �AA y 'Ta,�ln 7�A 1 Nom�,-� go 9y> V q CANT '^- PG -� 'o. D i pROpER-� > N Na K wy NN L Aw 0 i ( SITE P L A N 5cA E. I• , c A.P. No. 062-230-102 o BUILDING DESIGNS FOR, -. �.�-,�.� [L (O'T CE (0- m 5TUART 5ANDER50N �ftofl �o1a�s/ nmmORmuo¢ 1461 BALD ROCKRD. m otRx s�t� OIDMAsvM4Y �RCU MEA KUOFUS (990) 634 SOW o BERRY CREEK, CA 95916 BA -D ROCK ROADMEAL ]BEMAY C MMIC. r -A 95916 em s- WAOOm Ave. Pmowunc. CA i MASTER SITE PLAN cF•arn. a=1t o„_E.e:,lc..-II:,..:, �.L�, �.a.a IH:.: �e •o.,, A. Subject to the findings indicated in Sections 1 and 2 of this report, move to approve the Use Permit for the Berry Creek Community Church on APN 062-230- 102 to allow a church. Approval shall be subject to the following conditions: B. Conditions of Approval: Limit soil work to periods of dry weather between April 15 to November 15. Mulch protect, Hydro -seed, or otherwise stabilize the soil on all areas that have been disturbed or have been cleared of vegetation and are of erodible material. (MM) 2. The access road and all parking areas shall be covered with at least two (2) inches of Class 2 aggregate material and maintained thereafter. (MM) 3. Watering of the project site shall be accomplished if dust is raised during construction activities. Dust shall also be kept to a minimum on the access road and the parking areas. (MM) 4. A plan of the existing on-site mature trees, located in any area proposed for buildings and vehicular access, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The applicant shall minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than 5 gallon size. (MM) 5. Noise -generating construction activities on the project site shall only occur between the hours of 7:30 a.m. to 5:00 p.m., Monday through Saturday. (MM) 6. All outside lighting fixtures shall utilize "low spillover" design where all direct lighting shall remain on-site, allowing only reflective lighting to spillover into those areas off site. (MM) 7. The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit B" and dated June 6, 1997 and is incorporated herein by this reference. 8. Trash receptacle areas shall be screened from public view. 9. All electrical and mechanical equipment, including, but not limited to, air conditioning units, electrical boxes, transformers, and backflow preventers, ■ Butte County Department of Development Services ■ Planning Division ■ 7 USE PERMIT BUTTE COUNTY PLANNING COMMISSION Cc06 17 ;;y7 DATE: (Certified Mail Rec.) UP 98-01 PERMIT NO. 062-230-102 ASSESSOR'S PA CEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: The Berry Creek Community Church is hereby granted a Use Permit in accordance with application filed: July 22, 1997,. to allow a church in a U (Unciassified) zone, ;identified as APN 0$2-230=102, located at 1461 Bald Rock Road, Berry Creek. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-62. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 24 months of the delivery of the. countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee, Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a forma! application for amendment. 4. If any use for which a use permit has been granted is not established within two years of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication anda new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding .upon and be to the benefit of _the heirs, legal representatives, successors, and assigns of the Permittee. FINDINGS: Section 1: Environmental Findings. A. An .Initial Study was completed in compliance with the California ' 0 Department of Development Services ° Building Division* O 7 County Center Drive _ = Oroville, CA 95965 O (530) 538-7541 (530) 538-2140 FAX TEMPORARY CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the California -Building Code under permit number 99-1420, 01-2460 & 03-2025 for the following: Use: Church Address or Location: 1461 Bald Rock Road 4 Berry Creek, CA 95916 Occupancy Group: A-3 Construction Type: V -N It is hereby certified for the occupancy described above and may be occupied temporarily for 60 days from the to below. Date: July.22, 2004 Mlc ael C. V eira, Building Official i I COUNTY OF BUTTE — DEARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telepnone: 5;s4-4541 APPLICATIO AND PERMIT BUILDING Owner Mailing Address SQ. FT. OCC. BUILDING VALUATION Telephone No. Fireplace Contractor Total Valuation Mai I ing Address Permit Fee PI an Checki ng Fee &/or Penalty Telephone No. Permit Fee $ $ Building Address PLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 pair drainage.or vent piping 1.50 Yater piping 1.50 ach gas water heater or vent 1.50 A. P. No.Gas Zoning &.Planning piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W.C. Sanitation Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 Bldg. Plans Recd I Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Single Family ❑ Duplex ❑ Mobil Home ❑ Others ❑ Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures 20X10 2� Receps., switches & fix outlets llk� CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. FanorF.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 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. X Date Signature of Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant i TOTAL PERMIT FEE $ This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date COUNTY OF BUTTE - DEVARTMENT OF PUBLIC WO+KS �j 7 County Center Drive Oro�ille, California 95965 C � / Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. �X / 'te Signature of Per itee or Age t J Receipt No. I / 9a 5, White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By.Date Building permit expires Date . --��'. 2:� BUILDING Owner j' L.ry p�L / ` JCL ` SO. FT. OCC. BUILDING VALUATION Mai I i ng Address __' - Telephone No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ $ Building Address %//�� Z&aPLUMBING No. @ FEE PERMIT FILING FEE $2.00 Gd � Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. AZ ing Gas piping system 1 - 5 outlets 1.50 yr_0 Each additional. outlet .30 lipesol S4A4LireDept. Fire Zone Use Permit Building sewer 5.00 EQA Parking I Plans Parcel Declaration Ma P rcel P 60' R/W r Improvements ovements Lawn sprinkler system 2.00 7t Plans—r.—.d Parcel Appr�ovo7 Plans ArPrev 4 Permit Fee $ Is �1 L NEW ❑ ADDITION ❑ UTILITIES OTHER EJELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 ' e7o Main service incl. 1 meter O Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home 471 Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures boINIO Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring am exempt from the Contractors License Laws of the State of California. Permit Fee $ 7J G $66 WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a 'certificate of Workmen's Compensation Insurance. certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances State Laws relating to building construction, and hereby TOTAL PERMIT FEE $77,72 704and authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. �X / 'te Signature of Per itee or Age t J Receipt No. I / 9a 5, White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By.Date Building permit expires Date . --��'. 2:� C1 G Septic system a iQ@�t b= o be as per Butte County H alth Dept. Re - 7a quirements. )oxen eT Q0 \ "-/ ;Zr7i { �r Mr All utility connections shall be located within 9 ft. outside the rear third section 4 the mobile home on the left (roa ) side of the mobile home. Phis set of plins and specifications MUSS' be kept on the job it all times and it is u ilawful to make any changEs or alterations on sane without written permissor from the Department of Public Works, County ot Butte. ,e �7t s g -d bUTTE BOUNTY 8UILDING TEPARTMENI APPROVED COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 (530)538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 99-1420 for the following: Use Classification Church Address or Location 1461 Bald Rock Road, Berry Creek, California ,Group: A-3 Occupancy, Type: V -N Construction. It is hereby certified for the occupancy described above and may be occupied. Date: 08/07/2004 By Scott Rutherford Chief Building Inspector S COMMERCIAL MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS (Occupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilin s 01/4) ���✓ems y e°1 1c-Y`o Z,-o-[� s. �_ l 1 rid 062-710-008 ' 99-1420 BERRY CREEK COMMUNITY CHURCH 1461 Bald Rock Road, Berry Creek Contr: Owner Church OFFICE COPY Address GASr^ Meter By Date .I ' ELECTRI Dat .Meter By I �r l I �r V=OK O = Not OK = Not Applicable = Not Ready COMMERCIAL Date UNDE OOR Plans OK except #'s o -Setbacks-Easements-Flood-Slope-Soil Report t ain; Soils-Ufer Ground.-Ftg. Depth old Downs -Bolts -Straps -Embedment -Hair Pins 4. CQAerete-PSI-Cert-SP. insp.-Loc. YStem ails, Main; Steel-Blockouts-Wrapped JA/ einf. Steel -Grade -Placement 7;Slab; Steel -Wrapped -Wire Mesh V-11140`1 Fadi-Fittiy(-Test-2 Way C/O-Sewe(Toe% `40. Gas Pipe; Size -Anchors Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab ` 13. Pienums & Ducts; Clearance -Material -Support -Ins. 4Ar61Tders-Sills-Anchor Bolts -Joists -Vents -Cripples l(% 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s W- W ter Htr.; Vent -Access -Combustion Air -Baffle Water Pipe; Test & Anchor -Nail Protection W.V.; Test -Fittings & Anchor -Nail Protection t . m s- oor- rease Trap n icap-W/C-Backing 415Wras Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL Permit OK except #'s ,aefixture & Transformer Clearance -Ins. Protection . Single Phase -Three Phase -Equip. Bond Elie Boxes & No. of Conductors -Stapled kg�omex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. -Wiring-9W--Protect28-Color Coded Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29"Pire Resistive-Fixture-Conduit-G.F.I.-SU,p_Geiting- 30. Service -Riser Conductors & Ground -Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. =Eis Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. FI.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING Plans OK except #'s Sils, P oper Material & Anchors -Hold Downs alts tuds-Nailing, Spacing & Bracing -Plates -Sound Baring Walls over Girders & Floor Nailing LA DraLStop in Walls (rat proof) firt�Stops; Furred Ceilings -Stairs -Chases 5. Headers & Beam -Size & Bearing -Support Fix. Date FRAMING (Continued) Han ers-Post Caps -Anchors -Connectors Roof Shthing-Nailing-Diap.Chord Splice 4 rea-Occp.-Prop. It-Altic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46 -Lam cert. -Placement -Support -51. Steel irders Openings �. Ext. Doors -Handicap Access Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ywood on Roof Overhang -Attic Vents -Rafter Outriggers mg -Nailing Veneer 6X. -Drip Screed -Fd. Vents-Underflr. Access azing. Area Glass Protection -Skylights -Plastic -Fire Port. ear Walls -Plywood-Nailing-Conn to Roof `02 tion -Walls -Ceilings 6 . nfiltration-Walls-Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL PI OK except #'s 62, & Sidelight Protection -Landings Exits -Size -Number -Placement •0:1. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Sprinklers -Placement -Test vended Ceiling-Seismic-Wires-Elec-Light & Mach. 5afec. Trim & Subpanel; Breaker Sizes & Labels tIK9'. Stairs & Rails 0. andicap-Door Levers -Fin. Floor cf, ^^� 7p,ET c. Outlets at Wood Panel; Int. & Ext. 72.-'Vqtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 7 ', Elec. & Mech. Equip. Listed for Location nsulation-Foam-Looked in Attic 0 Yes Guard Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes Stucco; Brown -Finish Z81A.C. Unit; Disconnect, Electrical, Plumbing Zge Tents Above Roof; PIbg.-Appliance- Fireplace. -Clearance to Openings ,BQ-Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground Off Site -Parking -Handicap lass Protection 8y2oirections from Previous Inspections as Test -Meters Tagged; Gas -Electric _ 86. Water & Sewer Connected -C/O to Grade -HD Approval 97. Energy Compliance Certificate -Other Certificates 8. Roofing Certificate -Fire R ting Date L/ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) rc`+• ni'C—^^nt}t�NaEFn�j�^�'�'Yti•• `�'..Fi:4t�.•T�2\^..�'s'�•F+' ..� .- >.�. �. ��AF.� f•^ .. t•. � .. _..� A a y;�. � �.�-s.�n.'r.. �. Wra.. �,�_� r .�i� 2 O c/0, .202s 062-710-008 1(01-2460 wo BERRY CREEK COMM CHURCH I '( 1461 BALD ROCK, BERRY CRK t' �(G �'` ✓lN�c e c1`� l^ , PERMIT TO COMPLETE 99-1420 • • � L 40 1 7.,. S � } f �• / t f r • 1- i 6q , (COUNTY OF BUTT�f OE AfiTMEIVT'O DEVE1_06 ENT SIJYVICES BUILDING DIVISION 7 County �266r,6 a ,t `Oroville, C�fflforni'a 95"5j•• T1 11' �fi'� (5 ID);53> 'l5 A ` BERMrr NO. �` APPLfCAT:ION AND PERMIT : �� " y �' a OSPARCEL NUMBER � � V�2-710-0081 ZONING • � r! I BUILDING PERMIT ` 1., � ( ' •: X 1 l 1 OWNER/ BERRY CRMW\KM TELEPHONE 2_Q5 9• SO. FT. OCC. BUILDING VALUATION l 917 1 OWNERS MAILING ADDRESS ' .. P.O.BOX . •. - —11 CONTRACTOR'S NAME I� _ OQU TELEPHONE CONTRACTORS MAIUNG ADDRESS I 1 CONSTRUCTION LENDER - LENDER'S MAILING ADDRESS - 1 Pireplace 1 Notal Valuation $ dG 0 ARCHITECT OR ENGINEER LICENSE NO. ' Fling Fee $ 20.00 Permit Fee $ 3 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Pia'h Checking Fee $ BUILDING ADDRESS 4 � Ta* I �� EnergyiPlan Checking Fee $ � 9 $ �< <PERMIT VEE $ LOT NO. SUBDIVISIONS NAME e 1 PARCEL MAP J PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobitehome ❑ Other 1 t BPSIFY ` Each trap 7.00 Solan or heat um water heater 23.00 Water piping15.00 Each ges water heater or vent 15!00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ a� ,. a' _ i .._�,� Describe Work: 4` ., .-.- =-, - Gas i in stem 1 - 5 outlets 15.00 Buildin sewer ' 15.00 Mobile Home S dTW 920.00 I PERMIT FEE, t• ELECTRICAL PERMIT Fling Fee '-2'0.00' Ji Main Service 2�0 A OR LESS 23.00 I LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am%i erised under provisiona,�f Chapter 9 (commencing with Section 7000) .of Division 3 of the Business and Professions Code, and my license is in full force and effect. - . License Class i Lic. No. \ 'EX. OWNER -BUILDER DECLARATION I hereby affirm under penalty of `perjury that I am exempt from the Contractors License Law for the following reason: I r '❑ I, as owner of the (property, 8r -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 ohhe,property, am exclusively contracting with licensed contractors to construct the%project. ❑ 1 am exempt undertiSe'C-N Business and Professions Code for this -reason -� WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations:_ ❑ .I have -and will maintain a certificate of consent to self -insure for workers'r' 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 x3700 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 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred do(iars'($100)br less.) ,� 4 13� I certify thatJn'i<he performance of the work for which this permit is issued -1 -shall not employ a V person {n an' manner sows to become subject'to workers' compensation laws of Calil rhid<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 thoyrovisions. X 2/ L ��� Date � � /I / , L Signature of Applicant q Owner ❑�Cbntrabtor ❑ Agent An OSHA permit is required for excavations over 5'0" -deep and demolition or construction of structures over 3 stories in he (?V `' Main 'Service' . 200A TO 1000A 46.00 —NEW CONST. DWELLING OCCUP. s0 OR ADS; NON-RNEW ESID. BRANCH CIRCUITS MULTI -OUTLET 97,50 ^ aPSWG�L oPUTt�ETCIR. 1 Occup. ' OUTLET OR FNTURES• ®I"0° 6AL 0 so ' FU(ED APPLNS. OR pUT�S Ralp, 5.00 ' -Ex-Occup.. Tem orar � Service 23.00 Mobile Home Facilities 20.00 \Misc. Wiring23, f ` 1 IN PERMIT FEE $ ' - MECHANICAL PERMIT Fling Fee~ 20.00 Heating Coolin <., Hood Ventilation ' - ` PERMIT FES $ Mobile Home Installation Fee . $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 415,30 MA2. ..� D. FEES 'IMP -ow ter, FLOOD ,,,,. CDF ✓ PARCEL _,, PD ,.F HD ,,, ISSUF�. :/ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. � n��A- By / Date G _ight. � PERMIT EXPIRES ON %1// 10 2- Date Receipt No. T1 3P 3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD-FPPLICANT F\ I 1p I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION , 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 3 —cs-)uI;S PERMIT NO. % (Rev. 12/96) APPLICATION AND PERMIT • ASSESS�IRPARCEL NUMBER Cft�l— IlU—(X:ti ZONING BUILDING PERMIT IrLP.RY CRLEK COhtmiTY CHURCH TELEI NONE 589-3062 SO. FT. OCC. BUILDING VALUATION r DWY.�L''. tssOx MAILING R 85 BERRY CRYEK, CA 95916 C05RgCTS1WS NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 25 000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee s 258..0 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ SUI DING DRESS ,�. 46� LALD ROCK ROAD BERRY alM ' CA 91 Energy Plan Checking Fee $ $ PERMIT FEE 278.50 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other CMRM 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 .O Addition ❑ Remodel b Utilities ❑ Installation ❑ Other ❑ Describe Work: TO MMPLETEBIN 99-1420 AND 01-2460 - NEW ""W'NITY CHURCH Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions,xof: Chapter 9 (commencing with Section 7000) of Division 3 of the Business and ProfesAl h' s Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: El 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) © 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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply,with those provisions. 7/x -, X 41 r��"l/ !`{�- Date ' _ _ Signature of Applicant - El Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. �� ' Main Service 200A TO 1000A 46.00 NEW CONST. DWEU NJG OCCUP. SO OR ADDNS. ( a ACC. BLDs. 3.5,s LNjOµgo�lD,' MULTI -OUTLET @7,50 POWELER APPARATUS SIN GOUTLET CR. EX. OCCU OUTLET OR FIXTURES BA0 @ 1.00 Ex. Occup. OflxurLEEDrsA A DE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee 1 $ Energy Inspection Fee $ Occ CONST. TYPE T_ OTAL FEE $ 278.50 HAZ. D. FEES IMP FLOOD CDF PARCEL PO nD ISSUE X This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have --,- � / // _By \/l : 1 is { A--4.' PERMIT EXPIRES ON 719'loy the applicable provisions Resolutions to do work been paid. r Date 7/� 5 3 Date Receipt No. ^t U I `Z d 7 ) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT !• IN COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street-* Chico, CA (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �r ER I PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date, R, o2 Inspector REV 10/92 V— IL` COUNTY OF BUTTE " BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE le/1/1-4 CAeel \ �l J2 Gd U -1 C i OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected: Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. y-` 1Qit'a 1 r 41 C S/ .d 1-f V A6 4 0 yJ// Date t/ I Inspector REV 10/92 COUNTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE `« OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the r•. above, address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contaeY is office immediately. �[ r [ VAr, r \r. L -N 4,f is JDtl4.1.01 4y (P-t-�ylrT LTJ nc.� a Inspector/�y�" 1 of Inspector/�y�" 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT.SERVICES — 41.1 Main Street • Chico, CA • (530) 891-2751 _ - 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE C Co r -j 95 ^/z6 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, plea contact this office immediately. ) -c.LZ50" r Date Inspecto REV 10/92 ....vL-:+dw�7�j--r+^^��Y: �-+I:-Jim'SO'?'1.+'aez,.,jaya.v�lai+�'�►y,t-�•�1-,sem,-A'^�'.Y.�....� �eCr �.. yW.^..�-� ._ ti ;��.- Y _._. COUNTY OF BUTTE 4 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should�be-corrected. Please notice this office when correction of work is completed. If you have any -questions pertaining to this matter, or need additional explanation, plea a contact this office immediately. e Date /�-� Inspector -- i REV 10%92 -..,^-..-..'''"t"-".�.-++•.-...�..,,xr:.... c"'".'_.",^�ti::..r..t....�.-�-.-t`�-'�'+-a+.-.y r.. �.,.r.-..--..r^^..s..--J.,'_ .•r.- ,-"- �� COUNTY OF BUTTE y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Ck3-2-a-)2-5r .10 A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. a ,1'' Dated Inspector REV 10/92 SIERRA INSULATION CO., INC. GRASS VALLEY, CA SCL # 444172 ' ( (530) 272-7562 800) 655-7580 THIS IS TO CERTIFY THAT, IN CONFORMATION WITH THE CURRECT ENERGY REGULATIONS (CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STAT OF IN CALIFORNIA) AND APPROVED PLANS; INSULATION HAS . THE BUILDTNG LOCATED AT: ^r c lam-- /'!', 6,f T SEET ADDRESS CITY CEILINGS: TYPE OF BLOWN: C- �-1 C_.. MANFACTURER: l 1 U # OF BAGS WT/BAG 24 THICKNESS: ( �: -- SQ FT COVERED: R -VALUE 3 INSTALLED BY: PRINT NAME PRINT NAME SIGNATURE SIGNATURE DATE INSTALLED: % �L 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 062-71-0-008 ZONING U BUILDING PERMIT OWNER BERRY CREEK CMMUNITY CHURCH TELEPHONE 589-3062 SO. FT. OCC. BUILDING VALUATION 1473 83 961.00 OWNERS MAILING ADDRESS 228 0 1,596.00 CONTRACTOR'S NAME OWNER TELEPHONE 220 COV 2,860.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 88 417.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 590.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 383.50 BUILDINGADDRESS CREEK1461 RAID ROCK RD, BERRY Energy Plan Checking Fee $ 46.00 $ PERMIT FEE $ 1039.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7 1 7.0049.00. USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other CHURCH SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 15-0 TYPE OF WORK New & Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW CHUCRCH Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT I Fling Feel 20.00 OOOVOR LESS Main Service 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, and my license is in full force and effect. License Class Lic. No. 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. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 CCU000A NEW CONST. DWELLING OCCUP. SO VIE OR ADDNS. ( a ACC. S.3.5QFT. NNjpµp�,p. MULTI.OUTLET 9 @7.50 67. POWELER APPARATUS IN. OUTLET CIR. a SI 20 p 1.00 Ex. OCCu OUTLET OR FIXTURES BAL O ,SO Ex. Occu . DUTIEEDTS PM.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 110.50 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 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 forth 'th comply with those provisions. X 1 T-Q.I,� Date t° C __ nature of Applicant - [A Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 20. OC Cooling Hood 6.50 Ventilation ANSUL SYS SEP PERMIT 4.50 19.00 PERMIT FEE $ 49.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ A3 CONST. TYPE VN TOTAL FEE $ 1374.00 HAZ. i D. FE IMP FLOOD' JVY/ CDF PAR A PD HD SUE Vr Al This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ByDate PERMIT EXPIRES ON O 411# to ReceiptNo. 273222/500.95// 294952 & 294952 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT IAv �COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 111107 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. p/96) p(���l�-o APPLICATI®N AND PERMIT W_1!AX0 ASSESSOR PARCEL NUMBER ZONING U BUILDING PERMIT OWNER rELEP oNE SO. FT. OCC. BUILDING VALUATION _2r1�-r C v ee L 0 r)mm u-nI d G S 9 1i CONTRACTOR'S NAME- M`JAVAt/ BAL O .� o`�V 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 CONTRACTORS MAILING ADDRESS 23.00 l - CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee 39-3 $ S BUILDING ADDRESS' ol Energy Plan Checking Fee $ 6-0 $ •S 2 PERMIT FEE $ LOT NO. SUBON1s ION'S NAME P °E1 MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 r 11 Water piping 15.00 Each gas water heater or vent 15.00 ' TYPE OF WORK NewOk Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer Mobile Home I S I G I W 15.00115 (920.00 0 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service psvAOR'ss 23.00 ?36D Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. 352 SO. . FT. NEW CONS .!euvruOr�ar�rtc ) 9 NON -RENS @7.501 LA / \ ( 1 � �733aa P0.gsf/ EX. OCCU . OUTUT OR FIXTURES BAL O .� Ex. Occup. OUTLEETS REESID.°eA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 0's o f MECHANICAL PERMIT Fling Fee 1 20.0'0 PERMIT FEE $ww- J Mobile Home Installation Fee _ $ Energy Inspection Fee $Lf _;c CoVj-%E TOTAL FEE $ I I V L A I JCI, ON )/�Z ' N1 This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON f� t.. �. .r 1. "�„y `✓ • �-1 ., "z %" �,l•i�. �a."�...Ydbyr�:.L .v :� . "T't„ t C&UNTY`OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 13errwCV G `ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit p es mg and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------ --------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ---------- 06. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- /W Hazardous Material Form. ----------------------------------- IM Manufactured Home data and insta ation instructions inclu Fees of $ --- . Impact fees as shown on the ati 56. California Department of Fores 1113. Flood elevation certificate. ----- I�AV4. Sanitation and plot plan approN ❑ 15. City of Chico plumbing permit. Tie Down - 1. 1 ❑ 16. Plot plan and business license approval fro the Cityof Biggs. ---------------------------------------------- Ul"T Planning approval for (A) Use: (B) Parking. -------------------------- O <<E�'1 . Contact Land Dev`elopmen at bouq Improvementtss��Draiinnage ❑ Legal Parcel. ----------------------- 9. Encroachment Permit for driveway (construction approval prior to occupancy). -f-fa� ��-------- - ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization.-------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use.----------------------------------------------------------------------------------- �lJ ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $--------------- 030. -------------- ❑30. Other: ------- n you issue the permit, process as follows ❑ Mail to owner, ❑Mail tq ntractor. Telephone 589- 30(Q� and hold for pickup at () rW I office. ❑ Deliver with inspector. 4, Applicant: �� Date: Copy of Haz-Mat form sent o Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent o Health Department, o Fire Department, ❑ ther 4—Date: By: 1. Index permit application for the above items numbered: lan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter by Date: Contractor, designer, owner of the above required data by ❑ phone, o mail, ❑Building D'vi ' y Dat Plans reviewed by: Date: Plans approved by: Date.. Y, °31V_V Sets of plans o in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: VAIt.,.:,!'.,.,., 710.....+...e.,♦..Ptlo..el.......,,..a c,._..:,.,.,. n..:u:__r__.:____ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 4 r Owner Plan Approved for: Sewage Disposal Clearance for dwelling. Other C Hold final for: Final clearance O.K. for: (VOTE: Environmental Health Specialis 8/96 E.H. USE ONLY Piot pt -,r. Attached Floor �P�lan Attcshed Sent ,a B. l�c� --7(0- Location AP# Water Supply: Public Private Well -x �s-iIA;rn R -F Li 1 l /6 Date OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your Please complete and return this information at your earliest opportunity to avoid unnecesaaryW in processing and issuing your building permit. No building permit will be issued until $fi verification is received. 1� I personally plan to provide the major labor and materials for construction of the proposed: property improvement: YES M NO Cl I HAVE HAVE NOT 0 signed an application for a building Pt for he proposed'•' : IIhave contracted with the following person (firm) to provide the proposed construction N : ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this :work, but I have hired the following person to coo siipervise, and provide the major work::.: NAME: _ ADDRESS: CITY.. PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to p;9 -Ade the work indicated: NAME ADDRESS PHONE TYPE OF WORK SI NED: ROPERTYOWNER: SOCIAL SECZ4--tz URTTY N IMER: � DATE: y%' NOTE: This Owner -Builder Verification is required by Section 19831 and 19831 of LU California Health and Safety Code. This verification must be -completed and returned to our office before we are permitted to issue the permit. � i • OWNER BUILDER INFORMATION Dear Property Owner: An applicarion for a building permit has been submitted in your name listing yourself as the builder of property. improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry ofjecord on such a permit.. Building permits are not required to be signed by property owners unless they are personally perfortiting their own work. if your work is being performed by someone other than yourself, you may protect yourself from possibly liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a bufiness license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you ihould:: be aware of the following information for your benefit and protection: . ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations.including state.and.federal income tax withholding, federal social security.,tizes,;. workers compensation insurance, disability insurance costs, and unemployment compensation contributions.: . :, ♦ There may be financial risks for you if you do not carry out these obligations, and�these risks are especial lyJJ serir6us with respect to worker's compensation insurance. ' ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (aad, if you wish, the U.S. Small Business Administration). For more specific information* about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under'liini d conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contmc!prs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. - Please complete the "Owner Builder Verification" bn the reverse side of this form so that we can confirm that you.. are aware of these matters. The building permit will not be issued until the verification is returned. 1 rely, Mic el C. Vi ira, C.B.O. P11 ger, Building Inspection NOTE: This Owner-Builder,tnformation is required by Section 19830 of the California Healdr and Safety Code - OVER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE �`ck OWNER 1.Jer Cr�-_214 Y►'li%1U/Yll ( A.P. # PROPOSED BUILDING USE ►�J)�t,U �/l Q,t-V'G� DATE p2 RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES rO Ul I Ie (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. Iy�3" iq 4. URBAN AREA FEES (paid at Building DiC'sion)�' Residential (per unit) . x = #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft.. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) 3 COATY-OF DEPARTMENT OF DEVELOPMENT SRRVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE ,�r� OWNER h 1 �r Cr2� n 1 -AL .Pff 10_00 PROPOSED BUILDING USE i`1%l la 6�.,t.- k DATE p� RECEIPT # DATE REC 1. BUII,DING PERMIT FEES -- Balance Due ................ $ . 466 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES OrOUI I Ie (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $� Sq.Ft. 1y�3 ��j�.lq \ 4. URBAN AREA FEES (paid at Building DN sly on) Residential (per unit) . x #units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 6x�- SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT 8DATE C� S Pursuant to G6vernment Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) 1 l BUTTE COUNTY SCHOOLS T FEF CERTIFICATION FORM (One form per Bt ii ing) School District YO Pe qk,�� Building Department No. A.P. Number 6W0-7tV —ooS Jurisdiction: City County Property Owner rUCregS 'fin`( ar / —A u&k . Property Location/Address /4./l0 / / ✓a.a � luiC.. r it Subdivision Residential Development L� € Sq. Footage No of Living Mobile Home Units Installation Commercial/Industrial �. f Ne Addition Building Department Lot No. 101- oc)L) ................................................................................................................... L� € Sq. Footage AV Addition/ 'Supplemental to (Group R) Conversion Permit # 1 '(No foundation inspection): ......................................................................................................... i �......... Sq. Footage 4 J47 3. I I d' . Ext ' —(Floor Plans reviewed by School District Personnel) istrict Identification No. 000157 mchool District certifies that (Applicant) 1-1 AOQ� (Street Address) (Phone Number) (City) (State) q (Zip Code) has complied with the requirements of Resolution No. 1 + Qy payment of $ repres nting square feet. AB 2926 J FULL MITIGATI N S School District Representative ` i Date l Paid by Check # % Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 110/98)dmm f 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 .3 ASSESSOR PARCEL NUMBER 062-710-008 ZONING BUILDING PERMIT OWNER BERRY CREEK COMMUNITY CHURCH TELEPHONE 589-3062 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS P.O. BOX 185 BERRY CREEK CA 95916 CONTRACTORS NAME O WLVliI\ TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 25 000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 258.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1461 BALD R Energy Plan Checking Fee $ $ PERMIT FEE 278.50 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other CHURCH SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each nas water heater or vent 15.00 TYPE OF WORK New 3l Addition ❑ Remodel R] Udlities ❑ Installation ❑ Other ❑ Describe Work: TO COMPLETE BP# 99-1420 AND 01-2460 NEW COMMUNITY CHURCH Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A 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 full force and effect.P License Class Lic. No. 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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 ith those provisions. X _Date __Z4 Signature of Applicant - PI Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO ,000A 46.00 NEW CONST. DWELLING OCCUR SO OR ADDNS. ( s ACC. BUDS. 3.5¢FT; NOµp°�,pT MULTI.OLITLET 97,50 OWER APPARATUS 8 SINGLE OurLET CIR. ;0050 Ex. OCCU OUTLET OR FIXTURES BAS @' 50 Ex. Occu . °�E�°�A Ra D,°El 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 278.50 HAZ. D. FEES IMP I FLOOD I CDF I PARCEL I PD I HD ISSUE X This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate 7/4?/tJ ate Receipt No. a WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this 15 ification is received. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES 1 NO ❑ I HAVE P HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I4kave contracted with the following person (firm) to provide roposed construction: IA -?4,E: PHONE: CONTRAC R'S LICENSE NO. 4. I plan to provide portions flus wor ut I have hired the following person to coordinate, supervise, and provide the major NAME: -ADDRESS: PHONE: CONTRACTOR'S LICENSE 5. I will provide a of the work but I have contracted (hired) the following persons to provide the work ' sated: NAME ADDRESS PHONE TYPE OF WORK 011 SIGNED: PROPERTYOWNER: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OB. -I y V. I OWNER SUI ELDER INFORMATION I Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own worm with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 3300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insuraz ce, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contrad the Internal Revenue Service (and, ifyou wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Jove /� ni g Mic 1 C. Vidira, C.B.O. Manfiger, Building Inspection NOTE. 71 is Owner -Builder Information is required by Section 19830 of the California Health and Safely Code. My . 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 of �`� a ASSESSOR PARCEL NUMBER 062-710-008 ZONING BUILDING PERMIT OWNER BERRY CREEK COMMUNITY CHURCH TELEPHONE - SO. FT. OCC. BUILDING VALUATION o C.' O . OWNERS MAILING ADDRESS P.O. BOX 185 BERRY CREEK, CONTRACTOR'S NAME LVNTER OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation 1 $ 7. O a ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 395 30 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 1 RTD ROCK IR 1),BERC Energy Plan Checking Fee $ $ PERMIT FEE $ LOT No. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex O Mobilehome O Other SPT 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 O Remodel ❑ Utilities ❑ Installation O Other ❑ Describe Work: effuReH PERMIT Te 69�H'LETE. t „OP PETMtT N0. — Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service z�oa1 oa'ss 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 full force and effect. License Class Lic. NO. OWNER-BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: IFI, 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. O 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. OWE= OCCUP. SO OR ADDNS. ( 8 acc. BIDS. 3.50FT. NON pE°SID. MULTI -OUTLET 97.50 Po APPARATus 6 SINGLE OUTIET CIR. EX. OCCU OUTLET OR FDCTUREs SAL 209 1.00 Ex. Occup.. O ,ETTS AEs,o °Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 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 those provisions. X Date I( ) Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 415.30 HAZ. D. FEES IMP FLOOD CDF A PARCEL PO .. HD .� ssUE . This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date % l7 /� PERMIT EXPIRES ON O Z to ReceiptNo. 33.7 - p;x WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT `+6 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES 0 NO 0 2. I HAVE 9- HAVE NOT 0 signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NA1%,IE: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. 1 will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: / SOCIAL SECURITY NUMBER: DATE: / MII h / . NOTE. This Owner -Builder Verification is required by Section 19831. and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of die California Health and Safety Code OVER LONGFEL"low LUMBER CO. ■ Quality Truss Design � Roof & Floor Systems �-1.5e) (800) 678-0112 (530) 893-0112,o FAX (530) 893-0140 Customer: Address: 89 Loren Avenue Chico, CA 95928-7434 i INC* MEEKS Stu arT .Sa nd Ers 3 hb N s � r - p- Comes K AP#: - l .g .64 0 jo o. . ' C" uBUTTE COUN 1~ A l LD I N G D EOA RT' j ,;pine Engineered Products, Inc. Christian W. Chappell C'A- TS -ail R 51 Rovana Circle Sacramento, CA 95828-2522 �������✓x(916) 387-0116 APPROVED INSPECTION AGENCY _Timber Products Inspection, Inc. A"/ -Z= �c >- P.O. Box 20455 Portland, OR 97220 9Z�D.s_ a 3) 254-0204 `' LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 r�u11111 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality. control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Ex6eptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. t ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are.correct. .R o R3 m co u RI R2 (T) Cl) 0 m o m o0�a r- ry on c _per �C 0m rn 0-vo - _ M Z I C O �•1 GABLE ENO'DETAIL STRONGBACK (NAIL 10 LEDGES (BRACED AT 55' LEDGER (NAIL 10 VERTICAL W/2-I0d NAILS) (K) SPACING FON REFER TO SI PRODUCT All A35 IN FI l THIS DWG PRFPARFn FROM rnNPurrn tuner nnAnr N mere tnur. �­.,.,., .,.� ... ISI) (M) 2X4 F.L. OR H.F. 12 OR / BIR SIRONGOACK BRACE . i \S"\ SI )\ Go/V`x, (PIT PEAK PLATE TO MATCH COMMOU TRUSSES. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. (HI ) HEEL PLATE 10 MATCH COMDLIN TRUSSES. (0) OPTION 10 WEB FLATING: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) 1DENAILEO THRU CHORD INTO WEB 6 IHRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), (SI) 6 (HI) MUST BE PLATED. (G) GABLE ENO DESIGN BASED ON 75MPH WINO LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. : I ?.uwlu7nll. BRACED AT 55' D.C. (C) IX4 CONTIIRIMIS LATERAL BRACING FOR BRACE (STRUIIGOACY.) MENDER. LONGER THAN 72'. ATTACH AT MIDPOINT CIF EACH GRACE W/2-Od CCOIIMOfI NAILS. 24' MAX / GABLE ENO NOTE: CIIOROS TO BE 2x4 FIR -LARCH 12 MITI. NOTE: TIIIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED O.C. ALSO. PLATE MAX. WEB LENGTH IX31 2-8-0 2X4+ 8-1-0 3X4* 13-6-0 OUTLOOKER OLITLOOKER CRRITERIA 3.5' MAX. T'(P. NOTCH a 24' O.C. 1.5' MAX. " 12' MIN 24' MAX 2X4 F.L. LUMBER GRACES MAX. LENGTH WITIIGUT BRACING (IT) MAX. LENGTH W/ STRONGBACK BRACE (S) STANDAF.O 5 -II -0 I1-10-0 STUD 6-7-0 13-2-0 13 6-7-0 13-2-0 02 7-0-0 15-6-0 11 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-5-0 SS 7-9-0 15-6-0 PLT TYP. Wave TPI -95\11 Design Criteria: TPI -95 STD O O O O O Q O O O A.LP �� O TRUSS Q O Q ••WARNING• TRUSSES REOUIR( EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSIALLING ARD I- ACING. Nff(R 10 HIB•91 (RANDLINO INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PIAIE INSTITUTE, SBS O'ONOf1O DR.. SUIT[ 100. MADISON. III S3110). FOR SAFETY PRACTICES PRIOR 10 PIRFO0.NIN0 IXES[ fUNCIlONS. UNLESS )IN RWISE INDICATED. IOP C0096 SHALL HAVE PROPERLY ATTACHED StRUCTUAAI PANELS. BOTTOM CHORD SHALL HAY[ A PROPERLY ATTACHED RIGID CI[LING. `•IMPORTANT•• FURNISH A COPY Of INIS DIE SI10 THE INSTALLATION CONTRACTOR. ALPINE [NGIN[[R PRODUCTS. INC. SHAH NOT BE N[SPONSIBL( FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE o BUIlO IN INUSS(S IN COHFORMANCI N1TN 111: OR FABRICATING. HANDLING. SHIPPING. IM SIALLA IION /RACING OF TRUSSES. IRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SI'CC IFICA 110N PUBLISHED BY INC AM[NICAN FOREST ANO PAPER ASSOCIATION) AND IPI. ALPINE CO EACNCfAC[SOFNINUfSE 0 [ ANOOF IUNL(SSODA IOINpY1SIGLOCAI(D ONt111S(DESIGN. POSITION CONYECIDTXCEPT AS 10110. APPLY 1110.R( 10 ORAVINOS Ila. ISO AND PFO A•f. AN ENOINCEN'S S[Al ON THIS GRAY IR APPLIES ONLY IO 111[ O[SION Of THE TRUSS D[P1CI[D HER( AND SHALL NOT B[ RETTIG UPON IN ANY OTHER WA Y. (VQ� , n 1,, �'�� Q V' •,• ~� QUO tic ` Z a . Nu. �l9rF CIV1� 0��\Q OF C AIRF TC LL 30.0 PSF TC OL 15.0 PSF BC DL PSF D C L L 0 . 0 PSF F T 0 T . L D . 50.0 PSF REF R 9 9 2 DATE 03/19/98 DRW CO 112 ' S E 0 N - 25458 OUR.FAC. 1.15 FROM PBC SPACING S —/G —o CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2XG 2X8 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X8 1-2X8 2x8 2 ROWS 2X8 2-2X8(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (�) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. ALPINE T—BRACING OR L—BRACING; APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 18d NAILS AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T -BRACE OR L -BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH IOd NAILS AT 8" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH I SIR m LVA .,I Qs�urwalON IS DRAWING REPLACES DRAWING 579,640 ALLING EHIO-91 (HANDLINGARE INSTALLINGICATINGAND BRACING), PUBLISHEDNBY ITPIT TO(TRUSS SUITE 200, 59719) FOR SAFETY PRACTICES ti ' b� LL F'SF REF CLB SUBST. AD'ONOFRIO MADISON, VI. THESE FUNCTIONS. UNLESS OTIIERVISE INDICATED, TOP CHORD SHALL HAVE � DL PSF DATE 06/25/99 RIGID A INSTALLAlON T■+TRUCTURAL PANELS fURN14T COPYNOFBTHIS TTOMDESIGN � No. 5 TOITHEIAVE CONTRACTOOPERLY R. l0DUCTS, INC. SHALL RESPONSIBLE FOR DL PSF DRwG BRCLBSUB0699 NOT BE ANY DEVIATION FROM THIS TO BUILD THE TRUSSES IN CONFORMANCE VI III TPil OR FABRICAi1NG, 4STALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITH APPLICABLE LL PSF -ENG MLH KAR IATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND ND TPI. ALPINE CONNECTORS ARE MADE -OF 20GA ASTM A653 GR40 GALV. STEEL 'PLYOF ON %9,, CIV��' T.L. D. P S F 160 A Z. THE SEAL ON THISOORAVINIGEINDICATCS ��\P FOFCaI�E� DUR.FAC. SSIONAL ENGINEERING RCSPONSIBILITY SOLELY FOR TRC TRUSx'-COMPONENT 1117ABILITY AND USE of TIIIS COMPONCNT FOR ANY PARTICI•.' UILDING SPACING (lIF TI2 DUI DIN _ D SI.N R. PFR ANSI/TPI 1-1995 S TI(' .' TRNSS'.BRACp-NG/BLOCKING DETAIL THIS UWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SURMITTFO RY TRUSS MFR TRUSS BRACING/BLOCKING D" AIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE 1RUSSES, ANO HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS.•,,,..`_„__ (A) 2X4 E3 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH NIM (2)•16d NAILS. .BRACING MATERIAL TO BE SUPPLIED AND ATTACKED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR: (H) HEIGHT OF TRUSS AT SUPPORT. 1 w SECTION S -S • TRUSS —7—/(p—O/ (0) 2X4 H.F. 03 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SIIOvIN. (P) SIIEAIHING APPLIED TO TOP CHORD. BRACE WAY BE LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED DN TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SUPPORT IS IU.O” OR LESS, DIAGONALS NOT REQUIRED. 6 o APPROX. 45' (BB) BLOCKING TO BOTTOM Clff.r;, OVER SUPPORT, OF BOTTOM CHORD. IT. F. 113 OR BETTER 2X SIZE PLT TYP. Wave TPI -95 Desi§n Criteria: TPI-95(STD CA 1 R Q Q O QiNS111U1I, O O pi Q L�l�r Q YJ�1(\Y'(L�" TRUSS Q O Q O ••YARNING•• IROSS[S R(OUIR( [SIREN[ CARE II FABRICATION. HANDLING. SNIPPING. INSTALLING AND (RACING• R(FIR 10 NII.11 (HANDLING INSTAttING AND BRACING)• PUBLISHED BY IPI (IRUSS PLATE f/3 O'ONOF 10 11 SU11( 100, NAOISOI. BI S1119), FOA SAF[IT PRACIICt3 PA104 10 /[N FOIMIAG IN(S[ FUNCTIONS. YNI ISS 01N1 WISE INDICAIIG. IOP CHORD $)HALL HAVE PROPEALY AIIACN(O fIRUCIURAl PANELS. BOTTOM CHONG SHALL HATE A PAOP[RLY ATTACHED RIGID CEILING. .!,IMPORTANT FUNI ISN A COPY OF THIS DESIGN 10 INE INSTALLATION CONTRACTOR. AlP1A[ ENGINEER P11 C.SMALL SOI BI RESPONSIBLE FOR ANY DEVIATION FROM IRIS DESIGN; ANT FAilU4( D BU110 INE IR Of SIS IN CONFORMANCE N11N ITT: OR FABRICATING. HANDLING, SNIPPING. INSTAL Ai10 OR BRACING oc IROff[S. IRIS 0[f IOM COAFORMS HIIH APPLICABLE PROYISIOPS OF NDS (NAINONAL OE SPECIFICATION PU.LI$KID BY SNL AMERICAN FOREST AND PAPER ASSOCIATION) AND 1tiC(PI AS 00110. 1. ALPINE Of OCA CIO4S IO EACH FACE OFKT4USSt AI0IOAL(fSI01N(lH1SIR A66) S'0CA1I0 ON1 GALV. ETHIS EDESIGN. POSITION CONNICIORSEPER DKAYIAGS ISO. 1S0 AMD IS,A•F. AN (NGINE(R'f SEAL ON )NIS OKAYING APlll(S OMIT IO IN[ D(s1GR OF IN( IR OSS OtlIt IED x[K[ AA0 SNAIL N01 It K(I IED U►OR IN ANY OIN(R SAY.' Q IV tV0 , n �/ ''� fV� QTY •�i �y ~ Q` c Z NO 5 J �T9rF�FICAIFp��\Q T C L L TC OL � B C D l D C L L T 0 T . L D . L R E F R 4 2 7 DATE 1/12/94 0 R W 3,048,634 DUR.FAC. CA -ENG / CWC SPACING S E E ABOVE —7—/(p—O/ PIGGYBACK DETAIL THE DETAILS BELOW ARE *ACCEPTABLE FOR THE FOLLOWING WIND CONDITIONS: 80 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HGT, SBC, LOCATED ANYWHERE IN ROOF. 100 MI FROM COAST. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF SEE HIB-91 SECTION 13.2.1 FOR DIAGONAL CAT I, EXP C, WIND TC DL=5.0 PSF, WIND BC DL=5.0-PSF. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. BRACING. DETAIL A FLAT TOP CHORD < OR = 12' — — PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 1Od COMMON NAILS. • 12" MIN RIGID SHEATHING OVERLAP WITH 8d COMMON QQIOFESSIo/{I,,! OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. tVOp W. yF�yc ESIBRACING �FA aWc No. C 5 GN 2 D DETAIL B �j9jFOF FLAT TOP CHORD < OR = 20' CA-�44\� PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING 4 WITH (2) 10d COMMON NAILS AND 2 2 4 2 #3 GRADE SCAB AT ATTACHED WITH 10dCOMMON NAILS 4" D.C.NLY) 2' I ER DE 4PFLAT TC BRACINGSIGN CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH DETAIL C 3X8 TRULOX PLATES (EACH FACE) AT EACH END AND 1/3 POINTS. ALPINE 62PB PIGGYBACK CONNECTOR PLATES OR 8x8 PLYWOOD CIRCLED NUMBER INDICATES REQUIRED NUMBER GUSSETS MAY BE USED IN LIEU OF TRULOX PLATES. FLAT TOP CHORD < OR = 30' OF 0.120' X 1.375' NAILS, OR EQUAL, PER FACE PER PLY. SEE DRAWING IBO TL FOR TRULOX INFORMATION. ,4)2 ALTERNATE CONNECTION 4 4 4 (4) 8d COMMON NAILS Id EACH FACE - -- ---- — — 8" X 8" X 1/2" PLYWOOD OR OSB SPAN RATED 24/0 GUSSETS EACH FACE. ATTACH WITH (8) FLAT TC BRACING 8d COMMON ( .113x2" ) NAILS PER GUSSET, PER DESIGN (4) IN CAP BC AND (4) 1N BASE TRUSS FLAT TC. D BRACING. TRUSSES 10 HIB-91 HANDLINGAINSTALL NGFABRICATING, ACING), PUBLISHEDBYIPII(TRUSS TC LL PSF REF OR TO PERFORMING HESEFFUNRIOCTIONSU17UNLESS O200. THERWISE INDICATED, 1 OPFETY CHORDRSHALLEHAVE OPERLY TC DL PSF 3/5/99,, A17ACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID [APINE, DATE ILING. --IMPORTANT-. FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BC DL PSF DRWG 581,670. NDLINGDES GN NSHIPPING,E INSTALLINGBUILD 7HE AND (BRACING (CIF CTRUSSES.NCE WITH DESIGN )CONFOR FABRICATING. RMS WITH APPLICABLE BC LL PSF -ENG SJP/KAR OVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON TOT.L D. MAX 60 PSF THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES7Al ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR.FAC. ].l5 DS STHE SHOP NS T11E1YU(IF THE YIANn USE SIGN R PER ANSN/(POR-A9Y5 PARTICULAR BUILDING SPACING 24.0" tLVURVbUS-SAUNUtRS - BERRY CRK CHURCH - Al 48' TSC TOP CHORD 2x6 DF -L SS BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W6, W8, W10 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIPIENSION5) SUBMITTED BY IMUbN NPM. CALCULATED HORIZONTAL DEFLECTION IS 0.43" DUE TO LIVE LOAD AND 0.24" DUE TO DEAD LOAD. _ ONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 48.00" OC. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 III W5X6 = 1410X10 141OX14(R) O� 145X8= W5X6 —_ J 4 t W5X8 (R) �n W5X6(A2) g W5X6 sa 2-0-0 14-0-0 0 15-7- 1 R=2416 P1=5.5" 145X8 =- 143X41= 141.5X4 III W6X6(A2) _- 10-0-0 2-0-0 20-0-0 14-0 0 _I 8U' 1 i C®UN 1'r 15-7-4 14-9-8 _1 `�UiLDING DEPARTWN A 8-0-0 Over 2 Supports R=2416 W=5.5" V PLT TYP. High Strength,Wave TPI -95 Design Criteria: TPI STD UBC 19.4a CA - 1 - - F Scale =.125" Ft. LoAveO Avenue, beroC 69 Loren Avenue, Chico CA 95928 ALPINE Alpine Engineered PrcdBG1S, Inc. Sacramento, CA 95828 •BRACING. REFERRUSSES T0 1118-91UIRE EXTREIIE CARE IN (HANDLING INSTALLINGBRICATION. HANOLING, AND BRACING), PUBLISHEDNBYPTPE INSTALLING PLATE INSTITUTE, 503 D'OHOFRIO NR .. SUITE 200, HAOISOW, WI 53119). FOR SAFETY PRACTICES PRIOR TO PER FORHIIIG TIIf SE FUNCTI0115. UIIL ESS OTHERWISE IND'IiAT1., TOP CIIORD SHALL NAVE P0.0PERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CE IL III G. —IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, RAIIDLING, SHIPPING, InSTALll116 AND Bfl ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROP ISIONS Of ND5 (NATIONAL DESIGN CONNECTORSIAR EON PHAOESOFD206ATASTMHA653AGR40RGALV ARSTEELER EE CEPT IASI1070TED'ID TPI.ALPINE ACO ItlE[TORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A4 . THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEIT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. FE �ly�1 .V� �j `�,y 1 9AA yy� lyVy� OL 45 r 9 w/ 4 IJV TC TC BC BC TOT.LD. LL DL DL LL 30.0 10.0 7. 0.0 47.0 PSF PSF D PSF PSF PSF REF DATE DRW CA -ENG SEAN R427--41914 D7�17�01 CAUSR427 01198017 LVT/CWC - 41307 D U R .FAC . 1.15 FROM GA SPACING 24.0u M N 0 Go\ 0 0 9-- 0 a a c7 z 0 a T .--1 O ti n O ITUKUbUS-SAUNDERS - BERRY CRK CHURCH - A2 48' TSC TOP CHORD 2x6 OF -L SS BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W7, W10, W13 2x4 DF -L #1: ADDITIONAL LOADING PER TRUSS MANUFACTURER ----------------------------------------- TC - 300 LB Conc. Load at 21.50, 26.50 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.- 10 OAD:10 PSF BC LIVE LOAD PER UBC. TRUSS DESIGNED FOR UNBALANCED LIVE LOADS. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CALCULATED HORIZONTAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.21" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS, (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOW. WIOX10 W8X8 = W5X6 = 118X8 W10X10 —1-1--i `--i — W06 = W5X8 (81) 4!7X6 2= 417X6=— .0 -0 -DI z -D -O 2-2 O �r 14-0-0 _Is IE 20.10-0 1 14-0-0 14-9-8 T 9-2-8 3-6-0 12-8-8 j3U 149-8 T11- ( 49:0-0 Over 2 Supports N .I'- On# - 41UILr' R-2716 (.1NG DL.f W=5.5" P R=2716 W=5..5" 0 V Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. High Strength,Wave TPI -95 Design Criteria: TPI STD UBC 12_5A._CA 1 - F Scale =.1875" Ft. In Avelbw Lumber 69 Loren AYCUUe, Chico CA 95928 SBR CING. "REFER TOES NIB 91 R(H EXTREME CARE (IDLING INSTALLINGANDAND BRACING). PUBLISHED BY TPI INSTALLING PLATE FES TC LL 30.0 PSF REF R427--41916 INSTITUTE, 5N3 D'ONOFRIO OR., SUITE 200, MADISON. NI 53719), FOR SAFETY Pq ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UTILE SS DTIIERWI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. { C �y TC DL 10.0 PSF DATE 07/17/01 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Ly r ��ff 7'T>t B C D L 7 . 0 P S F D R 41 CAUSR427 01198010 ALPINE IN BUILD TNF TRUSSES IN CONFORMANCE WITH TPI; Op FAUR[CAT111G,`,HAHDLING. SHIPPING, INSTALLING AND BR AC IN6 OF TRUSSES. THIS DE SIGII CO11FORHS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Lie r 6N a BC LL 0.0 P SF CA -ENG LUT / CIJC SPE IFIICATI011 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, AIPINE * CONNECTORS ARE " G OF 20 GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L D . 47.0 P SF S E 0 N - 44009 Alpine EngineeledProducts, Inc. SBCf8111no,CA 95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A - I, THE SEAL ON THIS ORAWIN6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. '- THE SUITABILITY AND USE OF THIS COMPONENT TI ANSI/TPI 1FOR ANY PARTNCzI AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER I�AITA� f•■•'Y QfCp`� Y D U R . FAC . 1 .15 F R 0 M G A SPACING 24.0" M N 0 rn 0 0 IM 0 a a w c� z 0 a T 0 —4 '-I ti oo cc CD rn 0 In .--( O ti .-I ti O u in inn L.nunLn - LZUtj AJ 'Id ISLUILSIit TOP CHORD 2x6 OF -L SS BOT CHORD 2x4 DF -L #1 :B2, B3 2x6 DF -L SS: WEBS 2x4 DF -L Standard :W2, W6, W8, W1O 2x4 DF -L #1: SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. TRUSS DESIGNED FOR 24" MAX. OUTLOOKERS GABLE FACE MATERIAL: 10 PSF MAX. IIIIS UIIU PI(tPAHtU rxuM LUMPUILK INPUI (LUAUS & VIMtr1S1UNS) SUUMIIItU UY 11(USS MhH. 3 Comp 11 ete Trurus_ses7Regui Fe—d --� NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 7" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. PLY -TO -PLY NAIL AND BOLT CONNECTIONS SHALL BE INSTALLED AFTER LUMBER HAS AIR-DRIED TO 19% OR LESS MOISTURE CONTENT, OR THE NAIL SPACING SHOWN ABOVE SHALL BE REDUCED BY 30% (MULTIPLY BY 0.7). CALCULATED HORIZONTAL DEFLECTION IS 0.30" DUE TO LIVE LOAD AND 0.32" (K)--2X6-DF-_L—SS-OR-BETTER-BLOCK. ATTACH-BLOCK-TO-THE`TCDUE TO DEAD LOAD. 4lITH 1.12X4 PLATES @ 24.0' OC THROUGHOUT, PLUS HEEL + PLATES SHOWN. TOP BLOCK MAY BE SPLICED -AT -ANY -POW -USING (A) SCAB BRACE. 80% LENGTH_ OF._t'IEB�MEMBER.,SAME_SIZ_E,-.SPECIES & GRADE 1J 5X6 PLATESY �--! OR BETTER77ATTACH-4JITH lOd NAILS @ 6" OC._ W5X6 10 PSF'8C'LIVE LOAD PER UBC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X8 = W7X8 W5X14 � W2. 5X4 3 413 W2X6III (K ' d6 (•1 1410 W 2 . 5 X 4 8 r1 6X6 e 1! 4.5 W4X4 (R) ��\ 84.5 , 1 W6X6 0 82 143X6 III W4X6(R) r i 4!3X8 I�,, 10-0-0 1 W6X6 W7X8 (R) JJ! W6X6 W6X6 (A2) 416X6 5 W3X4 = 4!6X6 (A2) 200 2-0-0 13-7-14 20-8 - 4 13-7-14 0 15-7-4 15-7-4 14-9-8 BUTT �°��� 48-0-0 Over 2 Supports BUILDING DEPAR p� ,,s R=6159 W-5.5" 'civ � V t'h IV' R=6238 W=5.5y, P P R Q V F Note: All Plates Are W1.5X4 Except As Shorn. - *� PLT TYP. High Strength,Wave TPI -95 Design Criteria: TPI STD UBC 19. CA 1 F Scale =.125" Ft. In Avenue, Lumber "BHACIOG. REFERTRUSSES To HIB 91UIR(HANDLINGEXTREME INSTALLINGFABRICATION, ING). PUBLISHED BYSHIPPING. TP[ INSTALLING PL TE FESS TC LL 30.0 PSF REF R427--41918 89 Loren ACV¢RUe, Chico CA 95926 INSTITUTE. 583 D'ONOFRIO DR „ SUITE 200, MADISON, UI $3719). FOR SAFETY PRACTICES PRIOR TO �� PERFOR HI NG THESE FUNCTIONS. UNLESS 0 IIERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED A . C �' TC DL 10.0 'PSF DATE 07/17/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `1 •IMPORTAPIT— FORNISII A COPY OF THIS DESIGN TO THE INSTALLATID11 CONTR ACT 0R. ALPINE ENGINEERED BC DL 7.0 PSF DR41 CAUSR427 01198014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1y i�fff BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �C V r za ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG L V T / C41C CONNECTORSI011 AREPHADESHED BY OF 20GATHE AS7MHA653A6R40REST GALVARSTE EL ER ASSOCEICEPTIAS100iED00 TPI. APPLY ALPINE CONIIECTORS TO TOT. LD. 47.0 PSF SEQN - 41622 EACH FACE OF TRUSS, AN VHLESS OTHERNI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -T. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C,•`�' D U R .FAC . 1.15 FROM GA Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �fbt� Sacramento, CA 95828 ANSI/TPI ITl F�99517SECTION PARTICULARC UBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 14 V SPACING 2 4. 0 " tbltUMubUb-SAUNUEKS - BERRY CRK CHURCH - B1 22' COMN ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 DF -L #2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC BOT CHORD 2x4 OF -L $1 @ 24.00" OC, BC @ 72.00" OC. WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3:3. 10 PSF BC LIVE LOAD PER UBC. 1 W5X4= W2.5X4 = W4X4(A2) L<2 -0-O J 1e2 -0-0>I 1— 11-0-0 I 11-0-0 I �10-0-0 22-0-0 Over 2 Supports PP 8UTTe COUK I R=1194 F1=5.5" 6 R-1194�1•1=5.5%ILDING DEP PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC 19.4a CA - 1 - F S-CaI =.25" Ft. Longfellow Lumber '• WAR III NG" TRUSSES REQUIRE EXTREME CARE IM FABRICATION, HANDLING. SNIPPING, INSTALLING AIID TC LL 89 Loren Avenue, Chico CA 95928 INKING. REFER TOPUBLISHEDBY TPI(TRUSS 911 s 30.0 PSF REF R427--41919 DR..SUITEINS?ALLINGOANDWBRACING). S83 FOR PRACTICES PRIORATE PERFORMING THESE FUNCTIONS. UNLESS OTHERNI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE �QQ�QFES .QV . (,� TC DL 10.0 PSF DATE 07/17/01 , A PROPERLY ATTACHED R1610 CEILING. 'IMPORTANT'• FUpNISN A COPY OF THIS DESIGN TO TIIE INSTALLATIOlI CONTRACTOR. ALPINE ENGINEERED PRODUCT S, INC . SHALL HOT BE RESPONSIBLE FOR ANY 0EVIATI ON FROM THIS DESIGN: ANY FAILURE TO B C D L 7 . 0 P 5 F D R W CAUSR427 01198011 ALPINE BUILD THE TRUSSES IH CONFORMAHCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESTGII CONFORMS WITH APPLICABLE PAOYIS[ONS OF t! 45 r �o BC LL 0.0 PSF CA ENG LUT/CWC IIDS (NATIONAL DESIGN SPECIFICATION PBeL ISHEO BY TIIE AHERICAU FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A650 GR40 GALY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT . L D . 47.0 PSF S E 0 N - 41632 - EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION COOMECTORS PER D U R 1.15 F R 0 M GA Alpine DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR 4•1f 1Y Engineered Products, Inc. Sacramento, CA 95828 THE TRUSS COMPONENT DESTGII SHOUR. THE SUITABILITY AND USE OF THIS BUILDING IS THE RESPONSIBILITY OF THE BUILDING r I� t Or .FAC . SPACING 24. 0 " ANSI/TPlT 1 f/995USECTIDMPAATICUL2.AR DE51611ER, PER 4A�` 0 a �a z 0 .a T k r (6nuttu0Ub-JAUIVUtK5 - UtKKY LKK CHURCH - LSGEI B2 22' DTCSGE TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W2, W3 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TRUSS DESIGNED FOR 24" MAX. OUTLOOKERS GABLE FACE MATERIAL: 10 PSF MAX. (K) 2X6 DF-- #2 OR BETTER BLOCK._ATTACH_BLOCK TO THE TC WITH W2X4-PLATES@ 24.0" OC THROUGHOUT,._PLUS HEE PLATES SHOWN. TOP BLOCK -MAY -BE SPLICED -AT ANY POINT;USING W5X6 PLATES W5X4= IHIS UWG PKLPAI(tU VKUM LUMPUItK 11VPU1 (LUAUS IS UIH1;NJ1UNJ) auUM111tU UI 1Ruaa -- SEE DWG GOLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X4(A1) = W4.DA4 - W3X4(A1) 192.5X4 +10-0-0 P_7Z 1—_2-0-0>Lg 7-3-4 SIF 7-5-8 J L<2 -0-0>J L. 11-0-0 I 11-0-0 I sUTTS L_ J � 22-0-0 Over 4 Supports Iv®U� V��®���� ;' R-808 W=5.5" R=1673 W=5.5" R=1673 W=5.5" ��� A n TMC R=808 W=5.5" � R-% h ii.... Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95\R Design Criteria: TPI STD UBC 19.4a CA 1 F Scale =.25" Ft. Longfellow Lumber "WARNING-' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND TC LL 30.0 PSF REF R427 41921 89 Loren Avenue, Clllco CA 95928 GRACING. REFER TO HIS -91 (HANDLING INSTALLING AIID BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. III D'OIIOFR IO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO peQFES' PERFORHIHG THESE FUIICT IONS. UNLESS OTHERWISE IND][ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, CTCHORD HAVE \� TC DL 1 0.0 PSF DATE 07/17/01 SHALL A PRODERLY ATTACHED RIGID CE ILIIIG. —IMPORTANT FURIIISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� B C D L 7.0 P S F DR W CAUSR427 01198015 PRODUCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGII; ANY FAILURE TO BUILD � y ALPINE THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HOS (NATIONAL DESIGII r 45 r" 9 B C L L 0.0 PSF CA -ENG L V T / C 41C SPECIFICATION PUBLISHED BY THE AMEBIC AO FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS VOTED. APPLY CONNECTORS TO * * TOT. L D . 47.0 PSF S E Q N - 41630 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Alpine Engineered Products, Inc. ORANIRGS X60 A -I. THE SEAL ONTHIS DRANIIIG INDICATES AC CE OF PRO, R OFESSIOVAL Ell PEERING RESPONSIBILITY SOLELY FOR THE TRUSS CON Poll DESIGN IN WooTHE SUITABILITY PNO USE OF THIS n� tmY D U R . FAC. 1.15 FR0M GA Sacramento, CA 95828 COMPONENT 1 FOR ANSECTIDICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER QF CA1� SPACING 24.0" 0, "'* (b �nunLn ni nAi TOP CHORD 2x4 DF -L #1&Bet. BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard ADDITIONAL LOADING PER TRUSS MANUFACTURER ----------------------------------------- TC - 300 LB Conc. Load at 7,28, 12.28 FOR PIGGYBACK DETAILS REFER TO DRAWING PIGBACKA0201. BRACE TOP CHORD OF SUPPORT TRUSS WITH PURLINS SPACED 24" 0/C MAXIMUM. r T 0-6-14 W5X4(ncl s 0-2-10 x 1111S UNU 1•HtFAHGU YHUM LUMI'LItH 1NYU1 (LUAUS N U1P1tNS1UNS) SUUPIJIItU UY INUSS nrH. PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:• TO BRACE TC @ 24.00" OC: BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 W5X4(B2) 0-2-10 0 -6-14 -,If- 0-0 I` 19-6-12 Over 2 Supports ��� M-, 'A ��-()�� P P IL./ Wf L L P R=1237 W=5,5" ® g , q j •1 a'p �R 3237n�W=5 Q V am,�g++++ PLT TYP. Wave TPI -95 R Design Criteria: TPI STO UBC 19.5a CA - 1 - - - F Scale =.375" Ft. Longfellow Lumber —WARNING" TRUSSES REQUIRE EXTREME CARE III FABRICATION. HANDLING, SHIPPING, INSTALLING AND 89 Loren Avenue, Chico CA 95928 BRACING. REFER TO HIB- 91 (HARDL1116 INSTALLING ANO BRACINGI• PUBLISHED BY TP1 (TRUSS PLATE pQ,�FESS/p44__ TC LL 30.0 PSF REF R427--41922 1t, ST I TUTS. 503 D'OROFRIO OR., SUITE 200, MA BISON, WI 537191. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUIIC710N5. UNLESS By INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .W r, ��,t� TC DL 10.0 P S F DATE 07/17/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 •IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIO0 CONTRACTOR, ALPINE ENGINEERED y B C D L 7.0 P S F DRIJ LAUSR427 01198012 PRODUCTS, IOC, SHALL ROT OE RESPONSIBLE FOR ANY DEVIATION FROM TMIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 10 CONFORHANCE HI IN TP 1; OR FABRICATING. HANDLING, SHIPPING. INSTALLIIIG AND CDC ALPINE BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OES1611 83a20D3 8C LL 0.0 PSF CA -ENG L V T / Cl4 C SPECIFICATCORRECT ORS AREPMADESOFD20GABY TASTHHE MA653AGR40FOR GALV. STEEL, EICEPTEST AND PAPER I ASAPPLY I NOTED, TPI. ALPINE CONNECTORS TO OTO. 47-0 PSF SEON 44014 EACH FACE OF TRUSS, AND UHL ESS OTHERWISE LOCATED ON THIS DESIGN. POST T10)1 CONNECTORS PER s DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING AlD UR .FAC . 1.15 F ROM � GA Alpine Engineered Products , Inc . RESPSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AIID USE OF THIS Qf Secramenlo,CA 95828 COMPONEONNT FOR SOLELY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER t SPACING 24. 0 " ANSI/TPI 1.1995 SECTION 2. P 3;:Kl) 2 01,0 . BMP i ,��.IJVTE COUNIN (tOILDING DEPAFMOVT - Pr'DmOVED A VH 1 !; j � i I I I I T ,��.IJVTE COUNIN (tOILDING DEPAFMOVT - Pr'DmOVED A VH [ 02214937 Customer BCB-RANOALL Fri Oct 22 11:37:15 1999 Project 11': 5BBCB Truss ID A Family N special Top Pitch : B/12 Span 46-0 Quantity B Bot pitch 5/12 TROJA ACES -32 Ver.2.0,91014/6/19991 1lCAIE OFFSETS (x-LEF1,r-IOP) : ()2-3.21. 1)4-9.31. 116-9.21. 117-4.21. 1114-4.5.51, Ii 15-3.31. 1)16-9.41. 1110-4.21. 1i19-4.5.51. 2-0 -0 ta- 17-6 -3 30- 4-0 41-0 4 -0 8-0 2- 2-0 6-0 6-0 -6 7-9 4-9 -0 7-0 3-0 -0 8X18 2X6 4X14 5X7 6X86 4 . 5 6 6X8 1 8Xf3 2X3 WEDGE 8X8 3X4 3X4 6X8 11 2X3 WEDGE 2- 8-0 14-0 17-6 25-3 33-0 7-0 1-0 48-0 2-0 6-0 6-0 -6 7-9 7-9 -0 -0 7-0 L. HL TO PK: 16-9-15 INTERNAL RISE:6-5-6 R. HL TO PK :16-9-15 LEFT HEIGHT:0-6-13 SPAN:46-0 RISE:9-10-13 RIGHT HEIGHT:0-6-13 MINIMUM GRADE OF LUMBER PLATES:M20-165.142 LOADING (PSF) MAX STRESSES 0 6 1 TOP 4-5-0.646 TOP CHORD:2X6 SS GR OF—L MIB -128.110 L D —0.662 BOT CHORD:2X4 No.16Btr GR OF—L TOP 3.O 10 OTT 17OTT 0. B LL.DEF061 < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.15 PLATE a 1.15 NO. OF MEMBE in o.c. UBC -ICBG. TPI -91 REPETITIVE STRESSES USED NO. OF MEMBERS 1 OEFLECTION(IN.) L.L- 0.61. D.L-0.36, T.L-0.97 CHORD: 14-15: 15-16: 16-17: 17-18: 18-19 TO BE 2x6 No.2 GR OF -L WEB: 2-18: 4-16: 6-16 TO BE 2X4 No.16Btr GR OF -L REACTIONS, SIZE: 1--2474.5.50 11--2474.5.50 UPLIFTS (LBS): FORCES - LOAD CASE 01 TOP CHORD: 1-2--3683. 2-3--6199. 3-4--6088. 4-5--8467, 5-6--0467, 6-7--4367, 7-8--2453, 8-9--2977, 9-10--3310. 10-11--3475, BOTTOM CHORD: 11-12- 2786. 12-13- 2754, 13-14- 2361. 14-15- 3351. 15-16= 4731. 16-17- 5469, 17-18- 5588. 1 B-19- 3063. 19-1- 2832, 3-17--111, 4-17- 129. 4-16- 4480, 5-16--450, WEBS: 2-19--952, 2-38- 2371, 3-18--438. 6-16-4389, 6-15--2068, 7-15- 2093. 7-14--2110, 8-14- 881. B-13- 363. 9-13--445, 9-12- 116. 10-12--43. NOTE: PROVIDE FDR 0.72 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING WEB 6-15 BRACED at 1/2 POINTS AS SHOWN ABOVE WEB 7-14 BRACED at 1/3 POINTS AS SHOWN ABOVE Not.e:USC 1x4 o, 2x3 COnt.Dracing Conn.w/2-8o nalls,or T -brace of Same size ano gr'aoe as web Conn. to narrow face w/100 nails 6 in. o. TRUSS HAS BEEN CHECKED FOR ]0 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF OEAO..LOAD ON BOTTOM CHORD PER TABLE ,16-� 9199 9 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD F1'Ld 6 r CONTINUOUSLY BRACED 0 10 0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL ✓'�-1. c `'� BRACING OF WEB MEMBERS, WHERE REOUIRED, ARE AS SHOWN ABOVE, gf{ pi �• °4 �' �Q(2OF"�I ,11`4: FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS ��,�1—r'�u 12E0'0) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES _ - COMMENTARY AND RECOMMENDATION.. 9 9 MAP 0 \ .r� CIVIL P �F OF CA��F��%" ( 02214936 Fri Oct 22 11: 37: 09 1999 Customer BCB-RANOALL Truss ID AGC Family N special 'Project w: 6BBCB 1 Top Pitch B/12 Span 4B -O Quantity Bot pitch 5/12 TROJAN ACES -32 ver.2.0. B)o (4/6/1999) PLATE OFFSETS (X-LEFT.y-TOP): (114-3.41. 1)16-3.2). (19.3.41. 4; 2-0 - -0 14-0 17-6 5-3 30-0 4-0 41-0 4 - 8-0 2-0 6-0 6-0 -6 7-9 4-9 -0 7-0 3-0 -0 6X6 4 5 6X6 6 7 8 /At:) 2- 8-0 14-0 17-6 25-3 3�-v _u 2-0 6-0 6-0 -6 7-9 7-9 -0 -0 7-0 I INTERNAL RISE:'6-5-8 R. HL TO PK :16-9-15 L. HL TO PK:16-9-15 RISE:9-30-13 RIGHT HEIGHT:0-6-13 LEFT HEIGHT:0-6-13 SPAN: 48-O LOADING ll'SF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165.142 TOP CHORD: 2X6 55 GR DF -L L D BOT CHORO:2X4 No.i&Btr GR OF -L TOP 30 10 ARD GR D -L BOTT O B LL.DEFL.@0-0.00 <,L/360 WEBS :2X4 STAND STR.INC.: LOMB e 1.15 PLATE - 1.15 SPACING:,24.0 in O.C. UBC-ICBO.TPI-9] REPETITIVE STRESSES USED NO. OF MEMBERS 1 OEFLECTION(IN I L.L- 0.00. D.L-0.00. T.L-0.00 CF40RD: 14-15: 15-16: 16-17: 17-18: 18-19 TO BE 2x6 N0.2 GR OF -L NOTES: 11)-13130le studs spaced at 16 inches o.c. (2)-Bracr vertical stuos in aCcoroance with 51.anoaro gable Cno octal] 13) -Continuous bearing provitled along entire bottom Cnor() (4)-Provioe 1X4 plates at each eno Of gable Stud unICSS bthCrNlse nOLCtl TOP CHORD BRACING Q 24'• O.C. UNLESS RIGIDLY SHEATHED. BOTTOM CHORD CONTINUOUSLY BRACED Q 10' O" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REOUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO -D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION.. O f T 2 6 1999 ::......:....... O f T 2 6 1999 [ 022 14938 Fri Oct 22 1 1: 37: 22 1999 .Customer SCB-RANOALL Truss ZD B Family N special Project M: 6B8CB 6 Top Pitch 8/12 Span 48-0 Quantity got pitch 90/12 TROJAI n -ES -32 ver I+LATE OFFSETS IX -LEFTY -TOP): 1i3-8.31. (16-8.31. (19-3.21. (110-10.31, (i 12-B. 4.51. 1113-71.4.5. I1,- 1 7) 2-0 _6 7-6 34-0 41-0 48- - ; 7- 14-0 6-6 7-0 7-0 7-0 7-0 6-6 7-0 8X16 2X6 3 4 4X5 8X16 g 6 /AV 2X3 WEDGE 0 1 2X3 WEDGE 27-6 34-0 41-0 48-0 7-0 14-0 20-6 6-6 7-0 7-0 7-0 7-0 6-6 7-0 INTERNAL RISE:3-6 R. HL TO PK :16-9-15 L. HL TO PK: 16-9-15 RISE:9-10-13' RIGHT HEIGHT:0-6-13 LEFT HE 0-6-13 SPAN: 48-0 PLATES: M20-165. 142 MAX STRESSES MINIMUM GRADE OF LUMBER LOADING (7 SF) TOP 4-5-0 79B TOP CHORD:2X6 No.I GR OF—L TOP 30 SO BOTT 12-13-0.864' BOT CHORD:2X6 NO.1 GR DF—L BO TT O B LL.DEF•L.@14-0.44 L/360 WEBS :2X4 STANDARD GR DF—L icUBC—ICBO.TPI-91 SPACING:24.0 n o.. STR.INC.: I_uMB — 1 1.5 PLATE — 1.15 NO. OF MEMBERS — 1 REPETITIVE STRESSES NOT TSED;7o OEFLECTION(IN.) L.L- 0.44.0.L-0.26, CHORD: fi-12: 13-14 TO BE 2X4 No.16Btr GR OF -L WEB: 3-13: 6-12: 12-10; 13-15 TO BE 2X4 No.166tr GR OF -L REACTIONS. SI7.E: 1--3274, 5.50 8--3274, 5.50 FORCES - LOAD CASE 01 TOP CHORD: 1-2--4815, 2-3--4257, 3-4--6306. 4-5--6319, 5-6--6306. 6-7--51. 7-8--4815. BOTTOM CHORD: 8-976393948. 916o1-33948 10-11- 0, 11-12- 51. 12-13- 63149.1313540^ ,15-13=100 0 5-f2=-540. WEBS: 2-16^ 110. 2-15=-503, 3-15--1557• 3-13= 379B• 6-12- 3798. 6 -SO -1557• 7-f0--503. 7-9,- 110• 12-10- 4031. 13-15- 4031. NOTE: PROVIDE FOR 0:46 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.1.E 1.15 CUNIFORM ONCENTRATED 1 3- 800 8-16- 800 12-13 16 14- 1^ 1 WEB 2-15; 3-15: 6-10: 7-10 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-80 nails.or T -orate of same size and grade as web conn. to narrow�Ulfa(%�ce1Tw�10(❑d� n1a�//y�1if�]11sAy6 in. TOP CHORD BRACING Q 24" O.C. UNLESS RIGIDLY S�IEATHED'BOl TOFA CHORD CONTINUOUSLY BRACED @ 10' O" O.C. UNLESS RIGIDLY, LATERAL BRACING OF WEB MEMBERS. WHERE REQUIRED E• FOR ADDITIONAL PERMANENT AND TEMPORA R �(}fj . YS REO -D) REFER TO TPI PUBLICATION HIB -91 B �•,. COMMENTARY, AND''RECOMMENDATION.. G DEPARIUSt'hu I i' x.,.,.. Is CIVIV N.1' .. .. •1.. .� .'I.i I.. li •..1 C�Q OF o. Customer02214939 ] : BCS—RANOALL Fri Oct 22 11:37:30 1999 Project 0: 66BCB Truss ID BGF_ Family 314 Span 46-0 Quantity 1 Top Pitch : 8/12 TROJA -(:ES-32 ver. 2.0. f310 0/6/ 1 9991 ,1OTT CHORD SPLICES: 9-10-3XG: 10-11-3X6: 4 2-0 7-0 14-0 24-0 � 34-0 41-0 _48-0 r2-0 7-0 7-0 10-0 10-0 7-0 7-0 6X6 6X6 4 S 2X3 WEDGE 2X3 WEDGE 7-0 14-0 24-0 34-0 41-0 48-0 7-0 7-0 10-0 10-0 7-0 7-0 R. HL TO PK :16-9-15 L. HL TO PK:16-9-15RISE:9-30-13 RIGHT HEIGHT:0-6-13 LEFT HEIGHT:0-6-13 SPAN:48-0 LOADING (P F) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165.142 TOP CHORO:2X6 SS GR OF—L L O TOP 30 10 BOT CHORD: 2X4 No, I&Btr GR DF—L BOTT 0 B LL.DEFL.:@0-0.00 <.L/:360 WEBS :2X4 STANDARD GR DF—L STR.INC.: LUMB — 1.15 PLATE e 1.15 SPACING:24.0 in O.C. UBC—ICBO.TPI-9i REPETITIVE STRESSES USED �" NO. OF MEMBERS 1 DEFLECTION(1N.) I_.L- 0.00.0.L-0.00,T.L-0.00 NOTES: (1) -Gable stubs soaced at 16 inches o.c. (2) -Brace vertical studs in accordance with stanoaro gable end detail (3) -Continuous bearing provided along entire bottom chord (4)-Ilrovine 1X4 plates aL each end of gable stud unless oLner•wlse noteo TOP CHORD BRACING 9 24" O C. U14LESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED ® 10.0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO -D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION- -;�� h C T 2 6 1999 0,z FL-SSrp,�, I s •. d,aa .I L,,ii, U::•r .. r • .r r, ,L• r:pv,i Itr:n nr„ •:I ,•„ :. . r,• cd.•,. ggna• nl in' wdwd w:4: SW ,. .I,. L.r lr. ., :. ,. ,.,. •., :,, I...., ,r:•r'.,,.. ,,...In!n!rP: ,Inn nl ,,:�: h„•,�. n, n., .,. I•,nJ.L'•, .:!II :,, ,,r u•b, !u I'I:h•, .es.4. ..+ j . • ,,,,: � : nl �..r. ,. r, .:I•I; • .:I,.. Lr,.'r lu,•. .. � .., .,�. • Prn lnrro v'• u•, i. r,•In u, fdl� \ ... .Lt .. a .:.,.rm„•.:.u1i•p,.,.r.,:.,:,:.:,��u,. I1'i1, ,19 It, :: .in. r CIVI,- .J\P nC e-A11F 02214 Customer : BCB-RANOALL Truss IO CAI' Project 0: 5BBCB Truss 10 14 Span 17-11-2 ACES -32 ver.2.,0. 91d (4/6/1999) 3) Fri Oct 22 1 1: 37: 39 1999 Family N 103 Top Pitcn 9/12 lr 7 4- -1 14- 17-11- 1-047 4-6-8 4-5-1 5-0-7 3-11-2 TROJAN TOP CHORD BRACING 0 24•• O.C. UNLESS RIGIDLY SHEATHED. BOTTOM CHORD SX 6 CONTINUOUSLY BRACED ® 10.0•' O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS. WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO -D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES rr)mmFNTARY AND RECOMMENDATION - (4 5 REPETITIVE STRESSES USED OEFLECTION(IN.) L.L- 0.02,D.L-O.01.T;C=0.03 REACTIONS. SIZE: 1--938. 5.50 5--938.5.50 UPLIFTS (LBS): FORCES - LOAD CASE 01 4_5_-s078, TOP CHORD: 1-2--1047, 2-3--895 . 3-4--873 . BOTTOM C3. HORD: 5 -6- ?. -7--246. 63 7-5357• 86. ? 3-6- 4316. 4-6--233. THIS IS A PIGGY -BACK TRUSS.SEE STANDARD DETAIL FOR CONNECTIONS AND BRACING TRUSS HAS BEEN CHECKED FOR 30 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 Ili , ,. •, nrl L.l .. ,... ,., l,.;llp lll,. el, .. .I•I, .-lrl q. l„l .rl ,,.Inl i• I .. I , ,. L' ..III •�•1 •�:, .I ::{: .•, pI, I. q nn , i ...., l u.lh•u .i ,..- ..- , .. .. •i•'•� • • ! L, rl•L•.: •1•• npP ., I In r:..l....npuv Ib: u.n ul '.i I•• .,,� :.;l: ,n: .,gqu•,I Ld'nu Lvulunl •:u I �� ...l, ... ..... .. ... . Il nlll; •hl II, , „• Ilrl .I . l-, 7,-. .,I Iii,. I, , I.n A, 41•I,. ,.. q«pp�� ,,.� _ ! .l,. 01 ...... II -I ,.. ,., , .n .. ... I ..,i L• . ,,. .. „ I�n 1p:, nl: ...... . ... .. •I. u:n rp1 III:... L, h C T 2 6 1999 �✓QFl)� ESSfp/; � 6 w��cf Ile 3X4 3X4 1 -0 17-11- 5-11- 6-0- 14 5-11-2 5-11-2 R. HL TO PK :10-9-4 L. HL TO PK:10-9-4 SPAN:17-31-2 RISE: 6-6-6 RIGHT HEIGHT:0-6-13 LEFT HEIGHT:0-6-13 MINIMUM GRADE OF LUMBER PLATES:M20-165,142 LOADING (PSF) D MAX STRESSES TOP 4-5-0. 177 TOP CHORO:2X6 No.2 GR OF -L No.16Btr GR OF -L L TOP 30 10 OTT 5-60.317 < BOT CHORD:2X4 L/360 WEBS :2X4 STANDARD GR DF -L BOTT O B LL.DEFL.@7-0.02 SPACING:24.0 in a.c. UBC-ICSO.TPI-91 STR.INC.: LOMB - 1.15 PLATE - 1.15 NO. OF MEMBERS - 1 REPETITIVE STRESSES USED OEFLECTION(IN.) L.L- 0.02,D.L-O.01.T;C=0.03 REACTIONS. SIZE: 1--938. 5.50 5--938.5.50 UPLIFTS (LBS): FORCES - LOAD CASE 01 4_5_-s078, TOP CHORD: 1-2--1047, 2-3--895 . 3-4--873 . BOTTOM C3. HORD: 5 -6- ?. -7--246. 63 7-5357• 86. ? 3-6- 4316. 4-6--233. THIS IS A PIGGY -BACK TRUSS.SEE STANDARD DETAIL FOR CONNECTIONS AND BRACING TRUSS HAS BEEN CHECKED FOR 30 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 Ili , ,. •, nrl L.l .. ,... ,., l,.;llp lll,. el, .. .I•I, .-lrl q. l„l .rl ,,.Inl i• I .. I , ,. L' ..III •�•1 •�:, .I ::{: .•, pI, I. q nn , i ...., l u.lh•u .i ,..- ..- , .. .. •i•'•� • • ! L, rl•L•.: •1•• npP ., I In r:..l....npuv Ib: u.n ul '.i I•• .,,� :.;l: ,n: .,gqu•,I Ld'nu Lvulunl •:u I �� ...l, ... ..... .. ... . Il nlll; •hl II, , „• Ilrl .I . l-, 7,-. .,I Iii,. I, , I.n A, 41•I,. ,.. q«pp�� ,,.� _ ! .l,. 01 ...... II -I ,.. ,., , .n .. ... I ..,i L• . ,,. .. „ I�n 1p:, nl: ...... . ... .. •I. u:n rp1 III:... L, h C T 2 6 1999 �✓QFl)� ESSfp/; � 6 w��cf Ile 02264912" Customer : BCB-RANOALL Wed Nov 3 15:46:53 1999 Project M: BCB Truss IO BCAP Family tM 103 I Top Pitch B/12 �Pa7n' - 1�7--� 1-2 Quantity ty 6 TROJAI ACES -32 Ver.2.0, B10 (4/6/1999) PLATE OFFSETS (X -LEFT, Y -TOP): (i6-3. 2.51, 1i 7-2. 2.51, �1, 0;7 6-5-9 8-1 1-9 11-5-9 17-11-2 .1-047 6-5-9 2-6 2-6 6-5-9 5; 6X6 3 4X5 4X5 C6 5 SPACING: 24.0 in o.c REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN'.) L.L- 0.05. D.L-0:03, T.Le,0.08 REACTIONS, SIZE: 1--1738.5-50 5--1738.5:50 UPLIFTS (LBS): FORCES - LOAD CASE 01 TOP CHORD: 1-2--2304, 2-3--2253, 3-4--2253, 4-5--2304, BOTTOM CHORD: 5-6- 1875, 6-7- 1405, 7-1- 1874, WEBS: 2-7--1060, 3-7- 1242,: 3-6. 1242. 4-6=-1060, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 5- 80 5- f= 16 CONCENTRATED 2- 800 4- 800 2 1.15 1.15 UNIFORM f- 5- 80 5- 1- 16 CONCENTRATED 2- 300 4- 300 3 1.15 1.15 UNIFORM 1 5 CONCENTRATED 2--500 4--500 THIS IS A PIGGY -BACK TRUSS, SEE STANDARD DETAIL FOR CONNECTIONS AND BRACINGpa N 0 V 0 4 1999 oUTTE ��U TOP CHORD BRACING C 24- O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10' 0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL s§=y'��gA3. BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. E `L N!"a " DEPA5� D 9Y' d%•' < -40 1 toN FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS i ! L �Q REO -D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES��yy ®®® G )/r COMMENTARY AND RECOMMENDATION.. A 9� •�� '.Ih.� {'rr„,.� y l \s1;i�r,, 1 ,r..,'! -*1-.`)['C1 _ 111 ^I1-�farf��a000 ., i :.t'rlr;;yu p.r;tnnr: u:y Il Lr \ r f t'�/_ l.; ti liL:'LURL•� (,SF.. 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 installed and loaded vertically. Applicability of design parameters and proper incorporation of ��• C!V I1. component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web 'Q%O members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing =V �� Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MIT9k Industries, Inc. Onofrio Drive, Madison, WI 53719 6-5-9 11-5-9 17-11-2 r 6-5-9 5-0 6-5-9 R. HL TO PK :10-9-4 L. HL TO PK: 30-9-4 LEFT HEIGHT:0-6-13 SPAN:17-11-2 RISE:6-6-6 RIGHT HEIGHT:0-6-13 LOADING (PSF)MAX STRESSES MINIMUM GRADE TOP CHORD:2X6 OF LUMBER PLATES:M20-165,142 No.2 GR OF -L 30 10 TOP 1-2=0.273 BOTT 5-60.361 BOT CHORD: 2X4 No.16Btr GR OF -L GR DF -L TOP c 11 nF•Fl_@6-0.05 < L/360 WEBS :2X4 STANDARD SPACING: 24.0 in o.c REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN'.) L.L- 0.05. D.L-0:03, T.Le,0.08 REACTIONS, SIZE: 1--1738.5-50 5--1738.5:50 UPLIFTS (LBS): FORCES - LOAD CASE 01 TOP CHORD: 1-2--2304, 2-3--2253, 3-4--2253, 4-5--2304, BOTTOM CHORD: 5-6- 1875, 6-7- 1405, 7-1- 1874, WEBS: 2-7--1060, 3-7- 1242,: 3-6. 1242. 4-6=-1060, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 5- 80 5- f= 16 CONCENTRATED 2- 800 4- 800 2 1.15 1.15 UNIFORM f- 5- 80 5- 1- 16 CONCENTRATED 2- 300 4- 300 3 1.15 1.15 UNIFORM 1 5 CONCENTRATED 2--500 4--500 THIS IS A PIGGY -BACK TRUSS, SEE STANDARD DETAIL FOR CONNECTIONS AND BRACINGpa N 0 V 0 4 1999 oUTTE ��U TOP CHORD BRACING C 24- O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10' 0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL s§=y'��gA3. BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. E `L N!"a " DEPA5� D 9Y' d%•' < -40 1 toN FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS i ! L �Q REO -D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES��yy ®®® G )/r COMMENTARY AND RECOMMENDATION.. A 9� •�� '.Ih.� {'rr„,.� y l \s1;i�r,, 1 ,r..,'! -*1-.`)['C1 _ 111 ^I1-�farf��a000 ., i :.t'rlr;;yu p.r;tnnr: u:y Il Lr \ r f t'�/_ l.; ti liL:'LURL•� (,SF.. 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 installed and loaded vertically. Applicability of design parameters and proper incorporation of ��• C!V I1. component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web 'Q%O members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing =V �� Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MIT9k Industries, Inc. Onofrio Drive, Madison, WI 53719 .Customer : BCB-RANDALL Truss ID Project w: 686CB Soan 22-0 Quantity '•r:fi S-32 Vcr J.O. F31014/6/1999) 02214934 ) Fri Oct 22 1 1: 37: 03 1999 C, Family 8 104 S Top Pitch : B/12 -0 5-8-8 11-0 16-3-8 22-0 2-0 5-8-8 5-3-8 5-3-8 5-8-8 :II CHORD BRACING 0 74" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD 11.1, INUOUSLY BRACED 0 10. 0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL tACING OF WEB MEMBERS. WHERE REQUIRED, ARE AS SHOWN ABOVE. _ IR ADDITIONAL PE ::O'D) REFER TO TT )MMENTARY AND 3; 5X6 3 C5 5 TROJAN 7-4-15 14-7-1 i 22-0 7-4-15 7-2-2 7-4-15 R. HL TO PK :13-2-10 L, HL TO PK:13-2-30 RISE:? -10-13 RIGHT HEIGHT:O-5-13 LEFT HEIGHT:0-6-13 SPAN:22-0 MINIMUM GRADE OF LUMBER PLATES:M20-165.142 LOADING (PSF) MAX STRESSES D TOP 1ESSES 41 TOP 1-6-0.241 TOP CHORO:2X6 No.2 GR OF -L No.16Btr GR OF -L L TOP 30 ]0 0 BOT CHORD:2X4 < L/360 WEBS ?_X4 STANDARD GR OF -L 180TT B LL..DEF5-5-0.312 O.TPI-91 STR._ I - 1 .15 SPACING: 24.0 in O.C.UBC-ICB NO. OF MEMBERS a 1 NO. REPETITIVELSTRESSES USED DEFLECTION(IN.) L.L- 0.03.0 L-0.02.T.L.0.05 REACTIONS. SIZE: 1--1226.5.50 5--1226.5.561-' FORf;E5 - LOAD CASE #1 TOP CHORD: 1-2=-1295, 2-3--1112. 4-51-1295, 7314.1050? BOTTOM CHORD: 5-6- 1050. 6-7- 731, 449, 3-6- q 6--316, wEBS: 2-7--316. 3-7- 449. x Cop, �'Jl E Oj, P, APPROVED-tE ., ,. .: ..::.. r. :: 1: ,•.: r:, .I I, r ..'•1, .. ,: 1: ,, .i 1::.� �:::rl '.I .r .;'..:: r, I": I::I.., ,:I ':r :, ,1 :. r ::1 :I :: I:.,:, 1: 1.,�;;, .1 'SAME .. .. ... - � : : 1 ... .. � t .1 •i::i �; :h:: is ,.; r .,::�:li: ,. i��:::: : , .:. , � ...'•rii'� . ; il:,� :., :,: 1.:� /. r 1. lil:, : :. jj�� rv. .rte�.. .� .... � - � :� :: .. : :I .:I•': 1 tl.,. I,: i:I: I:::rl :�, • :, ..: r ,:r ::• ..1 :1::�(I:,::..:• :: �: 1.:.:I:i :(1 V3���3� I9:R ... .t,.... .o, .,: .:.. :. .. ... .. r: .:• :.: ., ::.1 .:I (1::1 .Ir l: ': I::::ill �.++ :: I:r, .1 (1:1:1. tt�l fll :rr.:l rrl ,... .L..,:.. ,. ,..r ..::......... o...:.:....., ..:,.I :..:. +:,l 1;........,:...... :l„.r, :r.:;.,. 1,:',� 1.::•:•. > trro• I.c;111:d:., fn,; : : , •.Ir Inrl+:.,lrl�c, 0CT 2 6 199.9-.. Customer BCB—RANDALL 02214935 Fri Oct 22 11:37:04 1999 Project 8: 68BCB Truss ID CGE Family 104 Span 22-0 Quantity 1 Top Pitcn F: 8/12 TROJA ACFS-3? Ver, P.O. Fila (4/6/1999) 3) 2-0 5-4-3 11-0 16-7-14 22-0 2-0 5-4-3 5-7-13: 5-7-14 5-4-2 5X6 3 CS.., 5 7-5-11 14-6-5 22-0 7-5-11 7-0-11 7-5-11 L HL TO PK: 13-2-10 R. HL TO PK :13-2-10 LEFT HTO RK: 13-2-2 SPAN: 22—O RISE: 7-10-13 RIGHT HEIGHT: 0-6-13 LOADING L(PSFO MAX STRESSES MINIMUM GRADE OF LUMBER PLATE S:M20-165,142 . TOP CHOR0:2X6 No.2 GR DF—L TOP 30 10 BOT CHORD:2X4 No.16Btr GR OF—L BOTT O B LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR OF—L STR . INC .:, LOMB — 1 . 15 .PLAT.E, — 1 . 15 SPACING: 24 .O in o . C . UBC—ICBO. TPI -91 REPETITIVE STRESSES USED NO. OF MEMBERS — 1 DEFLECTION(IN.) L.L.- 0.00.0.L=O.00,T,L=0\00 NOTES: (1)-Gaole studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (31 -Continuous bearing provided along entire bottom chord (41 -Provide 1x4 plates at each end of gable stud unless otherwise noted TOP CHORD BRACING Q 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED 0 10 0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS. WHERE REQUIRED, ARE AS SHOWN ABOVE, FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO'D) REFER TO TPI PUBLICATION HIS -91 BRACING WOOD TRUSSES. COMMENTARY AND RECOMMENDATION- h � T 2 6 1999 :I::: rlr ,: .I I. ...1,. .. I. nl•: I.I. .li ::, •:.I :, .. :•L. ..... .:d ...... ,; Ili i••Ii��ol .: ..r yt ��}1RB� • �, i ..�. : ., I .� ..�. ... rl .:•:I .I�III , � ..,. II :,, :I .. � � ...I . .Ili: .� : „•I•.: I: :: : :. .i I,. •: III. .I �:.•I:: •, i r .i. .� , ........ :. ': .'1 .I. i.. .:. .:..I 'n.. :.I .:II f 1'. I :III I.....I ,. ':I i:. r.l 'il : fl •: '1:' •II• �.. .�..I ..... •.. 'I.. . . . ... ,1 �.: II l•:l�ll ilr :1 `. t 1: •Ill ! , Customer : BCB-RANOALL 02214941 ] Fri Oct 22 11:37:43 1999 Project IY: 6BBCB Truss ID CAPGE Family 0 103 Span 17-11-2 Quantity 2 Top Pitcn 6/12 TROJAP ACES -32 Ver , 2. V. b10 tAIu/ —ww; .1-0:17 4-6-8 8-11-9 14-0 17-11-2 (1�— 47 4-6-8 4-5-1 5-0-7 3-11-2 3) TOP CHORD BRACING ® 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD 5XIS CONTINUOUSLY BRACED a 10' 0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. 3 FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO -D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES rnMMENTARY AND RECOMMENDATION - {4 5 5-11-2 12-0 17-11-2 5-11-2 6-0-14 5-11-2 R. HL TO PK ::10-9-4 L. HL TO PK: 10-9-4 LEFT HEIGHT: 0-6-13 SPAN: 17-11-2 RISE: 6-6-8 RIGHT HEIGHT: 0-6-13 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER GR OF—L PLATES:M20-165.142 L D TOP CHORD:2X6 BOT CHORD:2X4 No.2 No.16Btr GR OF—L TOP 30 10 60 WEBS BOTT O B LL.DEFL.@0-0.00 <•L/32X4 STANDARD GR DF—L STR INC ` LUMB — 1 15 'PLATTE; — 1 . 15 SPACING: 24. O in o . C. UBC—ICBO; T—PI.-91 . .': . REPETITIvE STRESSES -USED NO. OF MEMBERS m 1 DEFLECTION(iN.) L.L- 0.00, D.L=0.00, T.'L=0`00 NOTES: (1) -Gable studs spared at 16 inches o.c. (2) -Brace vertical studs in accordance With sLandard gable end detail r r . 1 ,. ... .•1. til Ir.l. .. �.•L,, ,I ..r .: - .. .r , �i r '•I`• 14 ., (3) -Continuous bearing provioe0 along entire OOLLOm Chord (4)-ProviL1e 1X4 plates at each end Of gable stud unless otherwise noted ww,� i 9 THIS 15 A PIGGY -BACK TRUSS.SEE STANDARD DETAIL FOR CONNECTIONS AND 13AACING r. i .I yIII •.� ': •.1 i.11' •I,. I, 1111:1 I!r.r ,11111 ':I I, r. 1 , .I ., ,.; V.�I 1, r•, 1 r I•r:r�: ,r 11 •I r•rr II, .I II Ir II VIr Il l:11 w!•Ir APPROVEDOCT r T _ 6 1999 V',LpF r &51094 / cl r r . 1 ,. ... .•1. til Ir.l. .. �.•L,, ,I ..r .: - .. .r , �i r '•I`• 14 ., � 1, .r�l 1 1. r1 .rll 11.11!•1 r �:, •,il1. ql ww,� i 9 . , .r ..1 � • I, JI. .. .r� .. .. � .� •rl 1.•r.l•Irr .I •I•' I 1 r. i .I yIII •.� ': •.1 i.11' •I,. I, 1111:1 I!r.r ,11111 ':I I, r. 1 , .I ., ,.; V.�I 1, r•, 1 r I•r:r�: ,r 11 •I r•rr II, .I II Ir II VIr Il l:11 w!•Ir 1 r . r.• I.r I r • ...... .Ir r ,r.l. Irr . .. 1. .. .... L .... .. 111 .11,r, •Ir 111r r•I r r !rl 11 Ir... .. , rr :. .1„ r;l II 1•' 1.r1Irlilrrl : •r ., ,Irl t ,. ,,•, ,r r.. !��:: lu: '• •• :::'.. •r� 11 l.. ..Ir r lr ,I r\•I�Illr .r, l 1 ..r ...�, r ,.1 „111!11111:!• I X11:11:II.111 1 ,I d,: !.I:,r.,l.lr,l I� Il.ntlrill: 11yI � �w 1w. I STAN% \� `�' CIV�L P 1. .I r1:.. r . 1 nI .. .. ,. r.lr o,... .. .. nLlb, In •.fi lrrt. •e: t �4 .r, Ilan Ilo 1r ., \�`_� \'for r AI l4� ................................................................. z i � -4 ILI lz ts �I T ................................................................. t-LUING DEPArTW + AppROVE I w if is 411- Gtth6""2' i I0Z-* : '01--1 3NOHJ HI 1080 ;tl31'= 1-111,49 9Hl : 140d-� .......................................................................................................................... i � f �I T w, t-LUING DEPArTW + AppROVE I w if is 411- Gtth6""2' i I0Z-* : '01--1 3NOHJ HI 1080 ;tl31'= 1-111,49 9Hl : 140d-� .......................................................................................................................... TITLE 24 REPORT FOR: BERRY CREEK CHURCH BERRY CREEK, "CA PROJECT DESIGNER: JOHN RANDALL 5439 BLACK OLIVE -DR PARADISE, CA 877-5912 REPORT PREPARED BY: ROBERT MANGRUM Paradise Mechanical Design 390 Starlight Court Paradise, CA 95969 (916) 877-3979 - Job Number: Date: 6/11/1999 � (e, coum_v AppnAl:r& T The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has approval and i -s authorized by the California Energy Commission for use with both the Residential and Nonresidential Building Energy Efficiency Standards. This program developed by Gabel Dodd Associates (510) 428-0803. Table Of Contents for Title 24 Report ------------------------------------- CoverPage................................:......................... 1 Table of Contents ................................................... .2 Form.ENV-1 Envelope Certificate of Compliance ....................... 3 Form ENV -2 Envelope Summary .......................................... 5 Form LTG -1 Lighting Certificate of Compliance 9 Form LTG -2 Lighting Compliance Summary .............................. 11 Form MECH-1 Mechanical Certificate of Compliance 12 Form MECH-2 Mechanical Summary .................................... .�15 Form MECH-3 Mechanical Equipment Summary ................:........... 16 Form MECH-4 Mechanical Ventilation .................................. 17 HVAC Zone & Space Loads Summary ...................................... 18 CERTIFICATE OF COMPLIANCE (part 1 of 2) ENV -1 page 3 of 19 Project Name: BERRY CREEK CHURCH Date: 6/11/1999. Address: BERRY CREEK, CA Building Permit No Envelope Designer: JOHN RANDALL Checked.by /.Date - Documentation: Paradise Mechanical Design [COMPLY 24 User 3035 --------------------------------------------------------------------------- GENERAL INFORMATION Date of Plans: Building Conditioned Floor Area: 1473 sf Building Type: Nonresidential Climate Zone: 11 - Phase of Construction: 0 New Construction 0 Addition 0 Alteration Method of Envelope Compliance: Prescriptive - Overall Envelope STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the proposed build- ing design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. Please check one: 0 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the - person responsible for its preparation; and that I am a civil engineer or architect. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of theJ�/�"7eS T' Code to sign this document as the person responsible for its preparation; and for the following reason: PRINCIPAL ENVELOPE DESIGNER Zz �G'� 32f39�JOHN RANDALL k 877-5912 (Signature)�Lic:'*AVJ(PAtte) ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for MandatC*F� es: INSTRUCTIONS TO APPLICANT ENV -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ' ENV -2: Required for all submittals. ENV -3: Optional. Use if default U -values are not used. earni u - . /�O ® 4� CERTIFICATE OF COMPLIANCE (part 2 of '2) ENV -1 page 4 of 19 --------------------------------------------------------------------------- Project Name: BERRY CREEK CHURCH Date: 6/11/1999 J Documentation: Paradise Mechanical Design COMPLY 24 User 3035 --------------------------------------------------------------------------- OPAQUE SURFACES Const Note to Assembly Name Type Location/Comments Field ------------------------ ----- --------------------------------- ------- R-19 Wall (W.19.2x6.16) Wood R-30 Roof(R.30.2x12..16) Wood R-38 Roof(R.38.2x14.16) Wood R-1.9 Floor(F..19.2x8.16) Wood FENESTRATION Frame Orient -------- Panes ----- Type ----- Exterior ----------------------- Shade OH Glazing Type Front (N) 2 Wood None -- Y --- - ------ WOOD DB ------------- GLASS DR Front (N) 2 Vinyl Standard Bug Screen Y Double Pane (VINYL) Left (E) 2 Vinyl Standard Bug Screen Y Double Pane (VINYL) Left (SE) 2 Vinyl Standard Bug Screen Y Double Pane (VINYL) Back (S) 2 Wood None Y WOOD DB GLASS DR Back (S) 2 Vinyl Standard Bug Screen Y Double Pane (VINYL) Back (SW) 2 Vinyl Standard Bug Screen. Y Double Pane (VINYL) Right (W) 2 Vinyl Standard Bug Screen Y Double Pane (VINYL) � 0J rrecouwv, "'Ukov ING D'c Appno�Pr ff OVERALL ENVELOPE METHOD Part 1 of 4' 1ENV-2 page 5 of 19 ---------------------------------------------------------------------------- Project Name: BERRY CREEK CHURCH JDate: 6/11/1999 Documentation: Paradise Mechanical Design ICOMPLY 24 User 3035 ----------------------------------------- --------------------------------- WINDOW AREA TEST A. Display Perimeter 0.0 ft X 6 ft = 0.0 sf Display Area B. Gross Exterior Wall,Area 1580.0 sf X 0.40 = 632.0 sf 40o Area C. Gross Exterior Wall Area 1580.0 sf X 0.10 = 158.0 sf Min Std Area D. Enter Larger of A or B 632.0 sf Max Std Area E. Enter Proposed Window Area 292.5 sf Proposed Area If E is greater than D or less than C, proceed to the next calculation for window area adjustment. -If not, go to part 2 of 4. 1. If E is greater than D: Window D. Maximum Standard Area E. Proposed Area Adjustment Factor ------------------------ ---------------- ----------------- N/A / N/A = N/A 2. If E is less than C: Window C. Minimum Standard Area E. Proposed Area Adjustment Factor ------------------------ --------------=- ----------------- N/A / N/A = N/A SKYLIGHT AREA TEST Atrium Height ------------- 0.0 ft If Height < 55 ft If Height >= 55 ft Standard = 5% ----------+---------- 'Standard = 100 V A. Gross Exterior Roof Area 1522.0 sf,X 0.05 = 76.1 sf Standard Area B. Enter Proposed Skylight Area 0.0 sf Proposed Area If the Proposed Skylight Area is greater than the Standard Skylight Area, proceed to the next calculation for the skylight area adjustment. If not got to part 2 of 4. 1: If Proposed Skylight Area > Standard Skylight Area xoijvo � �q r Skyl llgh�t - ,, Standard Skylight Area Proposed Skylight Area Adjustment'FaC;tbr ---------------------- _�_�i��=------ ---------------------- N/A / N/A = N A"� OVERALL ENVELOPE METHOD Part '2 of 4 ENV -2 page 6 of 19 --------------------------------------------------------------------------- Project Name: BERRY CREEK CHURCHDate: 6/11/1999 Documentation: Paradise Mechanical Design COMPLY 24 User 3035 --------------------------------------------------------------------------- OVERALL HEAT LOSS ** OVERALL HEAT LOSS COMPLIES PROPOSED UA <= STANDARD UA ** PROPOSED Adj. STANDARD Assembly Name ----------------------- Area HC U -Val UxA Area U -Val UxA R-19 Wall (W.19.2x6.16) ------ 408.0 ---- 3.2 ----- 0.065 ------ 26.7 ------ 408.0 ----- ------ 0.084 34.3 R-19 Wall (W.19.2x6.16) 248.0 3.2 0.065 16.2 248.0 0.084 20.8 R-19 Wail (W.19.2x6.16) 332.0 3.2 0.06-5 21.7 332.0 0.084 27.9 R-19 Wall (W.19.2x6.16) 19.0 3.2 0.065 1.2 19.0 0.084 1-.6 R-19 Wall (W.19.2x6.16) 19.0 3.2 0.065 1.2 19.0 0.084 1.6 R-19 Wall (W.19.2x6.16) 261.5 3.2 0.065 17.1 261.5 0.084 22.0 R-38 Roof(R.38.2x14.16) 627.0 3.0 0.028 17.8 627.0 0.057 35.7 R-30 Roof(R.30.2x12.16) 895.0 2.7 0.035 31.1 895.0 0.057 51.0 R-19 Floor(F.19.2x8.16) 1473.0 1.3 0.049 72.7 1473.0 0.076 111.9 Double Pane (VINYL) 30.0 N/A 0.500 15.0 30.0 0.720 21.6 WOOD DB GLASS DR 42.0 N/A 0.510 21.4 42.0 0.720 30.2 Double Pane (VINYL) 16.0 N/A 0.500 8.0 16.0 0.720 11-.5 Double Pane (VINYL) 36.0 N/A 0.500 18.0 36.0 0.720 25.9 Double Pane (VINYL) 52.0 N/A 0.500 26.0 52.0 0.720 37-.4 WOOD DB GLASS DR 36.0 N/A 0.510 18.4 36.0 0.720 25.9 Double Pane (VINYL). 21.0 N/A 0.500 10.5 21.0 0.720 15-.1 Double Pane (VINYL) 21.0 N/A 0.500 10.5 21.0 0.720 15.1 Double Pane (VINYL) 16.0 N/A 0.500 8.0 16.0 0.720 11.5 Double Pane (VINYL) 22.5 N/A 0.500 11.3 22.5 0.720 16.2 Total 352.8 Total 517.5 ** OVERALL HEAT LOSS COMPLIES PROPOSED UA <= STANDARD UA ** OVERALL ENVELOPE METHOD Part 3 of 4' 1 ENV -2 page 7 of 19 --------------------------------------------------------------------------- Project Name: BERRY CREEK CHURCH Date: 6/11/1999 J Documentation.: Paradise Mechanical Design COMPLY -24 User .3.035 --------------------------------------------------------------------------- OVERALL HEAT GAIN PROPOSED STANDARD Glazing WF Area SC H V OHF Total Area RSHG Total -------------- North ---- 0.42 ------ 30.0 ---- 0.75 --------- 6.0 7.0 ---- 0.80 ------ 7.6 ------ 30.0 ---- 0.88 ------- 11.1 North 0.42 42.0 0.88 6.0 8.8 0.81 12.6 42.0 0.88 15.5 East 1.27 16.0 0.75 2.0 4.0 0.63 9.6 16.0 0.57 11.6 East 1.27 36.0 0.75 2.0 6.0 0.73 25.3 36.0 0.57 26.1 South. 1.14 '52 .0 0 .75 '2. *0 -9 .0 0 .76 34..1 -5-2:0 0 .5-7 -33. 8 South 1.14 36.0 0.88 2.0 10.6 0.79 28.7 36.0 0.51 23-.4 East 1.27 21.0 0.75 2.0 6.0 0.73 14.7 21.0 0.57 15.2 South 1.14 21.0 0.75 2.0 6.0 0.67 12.0 21.0 0.57 13.6 West 1.17 16.0 0.75 2.0 4.0 0.63 8.9 16.0 0.57 10.7 West 1.17 22.5 0.75 2.0 3.8 0.61 12.2 •22.5 0.57 15-.0 Total 165.6 Total 176.0 ** OVERALL HEAT GAIN COMPLIES PROPOSED HG <= STANDARD HG ** OVERALL ENVELOPE METHOD Part 4 of 4 ENV -2 page 8 of 19 --------------------------------------------------------------------------- Project Name: BERRY CREEK CHURCH Date: 6/11/1999 Documentation: Paradise Mechanical.Design _COMPLY 24 User 3035 ---------------------------------------------------------------=----------- Window Area Adjustment Calculations Skylight Area Adjustment Calculations Adjusted Adjusted Gross Skylt Gross Door Window Adjust Window Wall Wall Name Dir Area Area Area Factor Area Area ----------------------- FRONT WALL --- N. ----- 480.0 ------ ------ 72.0 ------ 1.0000 ------ 72.0 ------ 408.0 LEFT WALL E 300.0 52.0 1.0000 52.0 248..0 BWALLI S 420.0. 88.0 1.0000 88.0 332.0 BACK WALL LEFT E 40.0 21.0 1.0000 21.0 19.0 BACK WALL RIGHT S. 40.0 21.0 1.0000 21.0 19.0 RIGHT WALL W 300.0 38.5 1.0000 38.5 261.5 TOTALS ----- 158 0. 0 ------ ------ 0 .0 292.5 ------ 2-92 .5 ------ 12-8.7.5 Skylight Area Adjustment Calculations Adjusted Gross Skylt Adjust Skylt Roof Roof Name Dir Area Area Factor. Area Area ROOF R38 H 627.0 0.0 0.0000, 0.0 627.0 ROOF R38 FLAT H 895.0 0.0 0.0000 0.0 895.0 TOTALS ----------- 1522.0 0.0 ------ ------ 0.0 1522.0 CERTIFICATE OF COMPLIANCE (part 1 of -2) LTG -1 page 9 of 19 --------------------------------------------------------------------------- Project Name: BERRY CREEK CHURCH (Date: 6/11/1999 Address: BERRY CREEK, CA Lighting Designer: JOHN RANDALL Building Permit No Checked by / Date- Documentation: a.te_ Documentation: Paradise Mechanical Design ICOMPLY 24 User 3035 --------------------------------------------------------------------------- GENERAL INFORMATION Date -of Plans: - ' — % 9 Building Conditioned Floor Area: 1473 sf Building Type: Nonresidential � Climate Zone: ill Phase of Construction: 0 New Construction 0 Addition 0 Alteration Method of Lighting Compliance: Prescriptive STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20-, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building lighting requirements. The Principal Lighting Designer hereby certifies that the proposed build- ing design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 119, 130 through 132 and 146.or 149. Please check one: 0 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer electrical engineer or architect. 0 T affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason: PRINCIPAL LIGHTING DESIGNER ! JOHN RANDALL 877-5912 (Signatur (Lic. ##) (Date) LIGHTING MANDATORY MEASURES co OV Indicate location on plans of Note Block for Mandatory Mea-suresb­ INSTRUCTIONS TO APPLICANT LTG -1: Required on plans for all submittals. Part 2 may be qu P y rp,orated in schedules on plans. LTG -2: Required for all submittals.' LTG -3: Optional. Use only if lighting control credits are taken. LTG -4: Optional. Use only if Tailored Method is used.- - C 014 PP�4r� aft CERTIFICATE OF COMPLIANCE (part 2 of '2) ' LTG -1 page 10 of 19 --------------------------------------------------------------------------- Project Name: BERRY CREEK CHURCH Date: 6/11/1999 Documentation: Paradise Mechanical Design ICOMPLY-24 User 3035 --------------------------------------------------------------------------- INSTALLED LIGHTING SCHEDULE aw V/ CONTROLS FOR'CREDIT Control Note to Control Location ID Control Type Space Controlled Field ------------------------------------------------------------------- No of Watts/ Ballast Ballasts/ No of Note to Name ----- Lamp Type ------ Lamps Lamp Type Luminaire Fixt. Field 1 ----- Fluorescent ------ 4 ------ 25 ------ --- Standard --------- 2.0 ----- 7 ------- 2 Fluorescent 2 35 Electronic 1.0 2 3 Incandescent' 1 75 n/a n/a .9 4 Incandescent 1 .10.0 n/a n/a 3 5 Incandescent .1 .75 n./.a n/a 1 MANDATORY AUTOMATIC CONTROLS Control Note to Control Location ID Control Type Space Controlled Field aw V/ CONTROLS FOR'CREDIT Control Note to Control Location ID Control Type Space Controlled Field ------------------------------------------------------------------- LIGHTING COMPLIANCE SUMMARY I LTG -2 page 11 of 19 -------------- ------------------------------- Project Name: BERRY CREEK CHURCH Date: 6/11/1999 Documentation: Paradise Mechanical Design _------COMPLY 24 User 3035 ------------------------------------------------ ACTUAL LIGHTING POWER Total Proposed Watts 2114 * If not CEC Default value,, please provide supporting documentation. ALLOWED LIGHTING POWER BY SPACE Allowed Floor LPD Total Tailored Space Name OccuP-anc--------------Y Area (w/sf) (watts) (watts) ----- ------ ------- ------- BERRY CREEK CHURCH Religious Worship 1473 2.2.00 3241 0 ----- ------ ------- ------- TOTALS 1473 2.2'00 3241 0 * Note: Tailored Allotment requires supporting documentation on form LTG -4. our -T -F. PP No of Watts Total Name Description Lumin ---- per Default Watts 1 -- --------- 48" T-12 Low Watt Plus/4 Lamp 7 128 896 168 2 48" T-12 Low Watt Plus/2 Lamp 2 84 675 3 75 w Recessed Incandescent 9 75 300 4 100'w Surface Mount Incandescent 3 100 5 75 w Surface Mount Incandescent 1 75 ---75 SubTotal 2114 Less Control Credits (LTG -3) 0 Total Proposed Watts 2114 * If not CEC Default value,, please provide supporting documentation. ALLOWED LIGHTING POWER BY SPACE Allowed Floor LPD Total Tailored Space Name OccuP-anc--------------Y Area (w/sf) (watts) (watts) ----- ------ ------- ------- BERRY CREEK CHURCH Religious Worship 1473 2.2.00 3241 0 ----- ------ ------- ------- TOTALS 1473 2.2'00 3241 0 * Note: Tailored Allotment requires supporting documentation on form LTG -4. our -T -F. PP CERTIFICATE OF COMPLIANCE (part 1 of'3) ' MECH-1 page 12 of 19 Project Name: BERRY CREEK CHURCH Date: 6./11/1999 Address: BERRY CREEK., CA Building.Permit.No .Mechanical Designer.: ROBERT MANGRUMChecked by / Date Documentation: Paradise Mechanical Design COMP --LY 24 User 3-035 --------------------------------------------------------------------------- GENERAL INFORMATION Date of Plans: Building Conditioned Floor Area: 1473 sf Building Type: Nonresidential Climate Zone: 11 Phase of Construction: O New Construction 0 Addition 0 Alteration Method of Mechanical Compliance: Prescriptive Proof of Envelope Compliance: 0 Previous Permit 0 Compliance Attached STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed build- ing design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in sections 110 through 115, 120 through 124, 140 through 142,144 and 145. Please check one: 0 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer mechanical engineer or architect. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by'Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason: PRINCIPAL MECHANICAL DESIGNER / �;� ROBERT MANGRUM 0� 877-8881 (Signature) MECHANICAL MANDATORY MEASURES] /�, ISP''',? Mme• Indicate location on plans of Note Block for Mandatory Measures: _ CERTIFICATE OF COMPLIANCE (part 2 of ,3) MECH-1 page '13 of 19 --------------------------------------------------------------------------- Project Name: BERRY CREEK CHURCH Date: 6/11/1999 J Documentation: Paradise Mechanical Design COMPLY 24 User 3.0.3.5 --------------------------------------------------------------------------- SYSTEM FEATURES Note to Field Zone Name BERRY CREEK CHURCH Time Control S Setback Control Bot # of IsolationZones HP Thermostat n a Electric Heat n_/ -a Fan Control Constant Volume VAV Min Position n/a Simul. Heat/ -Cool n/a Heat Supply Reset Constant Temp Cool -Supply Reset Constant Temp Ventilation e -S OA -Damper Control 1 6Z Economizer Type No Economizer Outdoor Air CFM 1620 Heat Equip Type Gas Furnace Make & Model No. YORK DINA060090 Cool Equip Type DX Make and Model Code Tables -------------------------------- T� ----------------- Time Control Ventilation OA Damper ���ING CO � y S:Prog Switch B:Air Balance A:Auto AJ®e� 0 : Occ Sensor C : OA Cert. G : Gravity`"Fd M : Man Timer M : OA Measure D:Demand Cont INSTRUCTIONS TO APPLICANT MECH-1: Required on plans for all submittals. incorporated in schedules on plans. MECH-2: Required for all submittals. MECH-3 and MECH-4: Required for all submittals i Part 2 &3 may be kA '0EPAR7 "PPS KEN CERTIFICATE OF COMPLIANCE (part 3 of'3) MECH-1 page,14 of 19 --------------------------------------------------------------------------- Project Name: BERRY CREEK CHURCH Date: 6./11/1999 Documentation: Paradise Mechanical Design COMPLY 24 User -303.5 ----------------------------------------------------------------=---------- DUCT INSULATION Duct. Tape Insul Note to System Name Type Duct Location Allowed R -Val Field -------------------------------------------=------------ ----- ------- YORK DINA060090 Heating Ducts in Attic Y/ N 4.2 . Cooling Ducts in Attic Y_/ N 4.2 PIPE INSULATION Insul Note to System Name Pipe Type Required Field ----------------------- ----------- -------- ------- YORK DINA060090 �/ N NOTES TO FIELD - For Building Department Use Only --------------------------------------------------------------------------- ���� fro' f MECHANICAL SIZING AND FAN POWER MECH-2 page 15 of 19 --------------------------------------------------------------------------- Project Name: BERRY CREEK CHURCH Date: 6_/11/1999 Documentation: Paradise Mechanical Design COMPLY 24 User 30.35 --------------------------------------------------------------------------- SIZING AND EQUIPMENT SELECTION HVAC Zone Name: BERRY CREEK CHURCH Heating System Name: YORK DINA060090 Cooling System Name: System Multiplier: 1 Peak Load Method: COINCIDENT Relative Humidity: 50 COOLING HEATING SENSIBLE LATENT 1. DESIGN CONDITIONS FOR Oroville RS 3'0 F -1-04-F 70 F 2. SIZING SPACES SERVED BY SYSTEM PEAK ----------------------- Btu/hr PEAK Btu/hr Btu/hr ---- BERRY CREEK CHURCH (Jan 12am) ------- 81543 ------------ (Aug 2pm) 90448 ------ -5964 TOTAL SPACE LOAD -81543 90448 -5964 Duct Gains & Losses: 8154 9045 Return Air Lighting Gain 0 TOTAL SYSTEM LOAD 8.96.97. -99493 -5964 3. SELECTION A. Safety/Warmup Factor 1.43 1.21 B. Maximum Adjusted Load 128267 120387 C. Installed Equipment Capacity 90000 57248 106 If Line 3-C > Line 3-B, Explain: FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply Fan Description Sys BHP Motor Drive HP Fact Watts CFM ---- ----------------- --- ----- ----- ----- ----- ---- ----- ------ Supply Fan 1 x 0.75 / {1.00 x 1.-00] = 0.75 x 746 = 560 1725 Totals 0.75 560 17.25 FAN POWER DEMAND 560 watts / 1725 cfm = 0.324 watts/cfm MECHANICAL EQUIPMENT SUMMARY MECH-3 page 16 of 19 --------------------------------------------------------------------------- Project Name: BERRY CREEK CHURCH Date: 6/11/1999 , Documentation: Paradise Mechanical Design ]COMPLY 24 User 3035 PLANT EQUIPMENT SUMMARY Fuel Elec Total No. Input Input Output Equipment Name Equipment Type Sys (KBtu) (KW) (KBtu) ------------------------------------------ --- ------ ------ ------ AO SMITH FSG -3,0 -(SG) Gas Fired 1. 30.0 0.0 26.7 CENTRAL SYSTEM SUMMARY No No System Name System Type Sys Economizer Type ---------------------------------------- --- --------------------------- 1 YORK DINA060090 Packaged FAU-A/C 1 No Economizer CENTRAL SYSTEM RATINGS ------- Heating ------------------ ---------------- Cooling --------- No Type Output Aux KW EFF Type Output Sensible EER SEER --------------------- ------ -------------------------- ----- ----- 7 Gas -Furnace 90000 0.0 -0.80 DX 60000 58500 10.00 70.00 SYSTEM FAN SUMMARY ------------ Supply Fan _ ----- --- Return/Exhaust ---- Min Motor Drive Motor Drive No Fan Type Ratio CFM BHP Eff Eff CFM BHP Eff. Eff ----------------- ----- ----- ------ ----- ----- ----- ----- ---- ----- 1 Constant Volume' 1.00 1725 0.75 "100.0 100.0 None W cc� Wt011 if iN 11 MECHANICAL VENTILATION MECH-4 page 17 of 19 --------------------------------------------------------------------------- Project Name: BERRY CREEK CHURCH Date: 6/11/1999 Documentation: Paradise Mechanical Design 1COMPLY.24 User 3035 --------------------------------------------------------------------------- VENTILATION SUMMARY BY SPACE Tran Floor sqft CFM Min Design sfer Space Name T Occupancy Area /Occ /Occ CFM CFM CFM --------------- - - - - - - - - - - - - - - ----- - - - - - - - - - - - - ------ - = - - BERRY CREEK CHURCH Religious Wors 1473 14 15:4.1620 1620 TOTALS 1620 1-620 Note: If Tailored (T=*), user must document sqft/Occ and/or CFM/Occ values. HVAC ZONE HEATING & COOLING LOAD SUMMARY` page 18 of 19 --------------------------------------------------------------------------- Project Name: BERRY CREEK CHURCH Date: 6/11/1999 J Documentation: Paradise Mechanical Design COMPLY 24 User -30.3.5 --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC -Zone Name: BERRY CREEK CHURCH Heating System Name: YORK DINA060090 Cooling System Name: System Multiplier:- 1 Fan Schedule: 24 Hr Fans STD Peak Load Method: COINCIDENT Relative Humidity: 50 0 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers -include no safety factor, and -the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity -required to -bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final - equipment selection should note that Sensible and Latent -Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. COOLING SPACES IN THIS ZONE PEAK ----------------------- HEATING PEAK SENSIBLE LATENT ---- BERRY CREEK CHURCH (Jan 12am) ------- 81543 ------------ (Aug 2pm) 90448 ------ 75964 TOTAL SPACE LOAD 81543 90448 -5964 Duct Gains & Losses: 8154 9045 Return Air Lighting Gain 0 TOTAL SYSTEM LOAD ------- 89697 -------- 99493 ------ -59.64 SYSTEM OUTPUT AT DESIGN CONDITIONS 90000 57248 106 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers -include no safety factor, and -the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity -required to -bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final - equipment selection should note that Sensible and Latent -Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY` I page 19 of 19 --------------------------------------------------------------------------- Project Name: BERRY CREEK CHURCH Date: 6/11/1999 Documentation: Paradise Mechanical -Design COMPLY.24 User 303.5 -----------------------------------------------------=--------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: BERRY CREEK CHURCH COOLING DESIGN CONDITIONS HEATING SENSIBLE LATENT Peak Hour: Jan 12am Aug 2pm Indoor Conditions: 70 F DB 78 F DB 50 % RH Outdoor Conditions: 30 F DB 104 F -DB 70 F WB LOAD COMPONENT --------------------- Quantity ------------ Btu/hr Btu/hr Btu/hr Wall Conduction 1287.5 sqft ------- 3371 ------- 2375 ------- Window Conduction 292.5 sqft 5881 2720 Door Conduction 0.0 sgft 0 0 Roof Conduction 1522.0. sqft 1954 947 Skylight Conduction 0.0 sqft 0 0 Floor Conduction 1473.0 sqft 2906 1440 Slab Conduction 0.0 sqft 0 0 Interior Conduction 0.0 sqft 0 0 Infiltration 0-.0 AC/hr 0 0 Solar Gain 292.5 sqft 0 5318 Lighting 1.5 w/sf 0 7538 Receptacle 0.1 w/sf 0 503 Process 0.0 w/sf 0 0 Occupants 105.2 occs 0 25778 11048 Ventilation 15.0 cfm/ 67430 438-30 -17012 -SPACE LOADS ------- 81543 ------- 90448 ------- -5-964 Heating AirFlow: 81543 Btu/hr / (1.07 x 35 F DeltaT)] = 2181 cfm Cooling AirFlow: 90448 Btu/hr / [1.07- x 23 F DeltaT)] = 3682 cfm 04 VIQ A9 PIP. �� 4 jL 1. randall & a550date5 . construction planning john randall 5439 black olive drive paradise, ca 95969 (530) 877-5912 February 17, 2000 Martha Whitney Butte County Building Department 7 County Center Drive Oroville, CA 95965 Kc: Building Permit No. 99-1420 A F N 062-710-008 Berry Creek Community Church RECEIVED FEB 2 4 2000 BUTTECOUNTY BUILDING DIVISION Encl: Copy of Use Permit letter by Butte County Owners letter — 5tatement of removal of existing mobile home. Copy of septic permit by County of Butte Health Department. Copy of current operating permit — 5eptic- County of Butte Health Department. 2 copies — 5heet 1 (Site Plan) with revi5ion5. Dear Martha, The above ernclo5ure5 are Submitted per your request for the above referenced project. My apologies for the delay but the owner has been unavailable and it has taken a while to get the information that you requested. If there are any q,ue5tion5, please feel f ree to contact me at your convenience. 0 k I I\�.JI I .,J. l.. ..JCJ.1 Il!. ::.I •:•L'1 I ... _I, I,All December 17, 1997 rn! IIYC i'iIJ, JJ JCi7 .J{JCIC Jan. zLI cVJ'Lq iJ._1:,5_1 f°l P1 • erre R PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE . OROVILLE, CALIFORNIA 95965.3397 TGUPHONE: (916) 539.7601 FAX: (916) 535-7785 Berry ;reek Community Church 1461 Bald Rock Rd. Berry Creek, CA 95916 CEEIL 'IEQ.-N&L Re: U.J a Permit, AP 062-230-102 Dear Mr, Sanderson: Enclosed is your validated Use Permit No. UP 98-01 to -allow Use Permit to. allow the expansion; of an existing church . Should you have any questions. regarding this matter, please contact this office between 8:00 a. m, and 4:00 p. rn., [Monday through Thursday. Sincerely, Thomas A. Parilo Director of -Development Services Teri Bridenhagen U office Assistant iU Enc. ; CC' Lana Development Division :Building Division Environmental Health .Department of Forestry i-Aemp\up7 7FOrl S. L., Sanderson y C0.0 PHONE No. --:;0 539 3062 • c Jan. 20 2000 03:34PM P2 wi ! 0 BUTTE COUNTY' DEPARTMENT OF PUBLIC HUALT8 DIV)SION OF ENVIRONMENTAL. HEALTH SEI 'z IC SYSTEM INSPECTION CE' R `IFICATE 411 MAIN STREET • P. C. BOX 5364 7 COUNTY CENTER DRIVE' CH)CO. C.,,LI FURNiA 95--927 OROVILLE, CAUFORNIA 95965 T (0 18) 331.^727 TEL: (916) 538-7281 FAX: ?916) 8,95-6E12 FAX: (915) 838-2140 The Sevvagz f.isp sal ;,,stem was irlsperted at f �A i H �CI>C f D :;EPTtC TANK LEACHING FIELD i_er;gtrl - -,. U—�------�-----...---- feet Width — 2--9 inches Ivo. of ,Ines q Rock tlnd1r Pipe) inches The above dirt,nr1 :cns meet t.1ho rf71S'iir i tl !'equirto?`. ent.S o! Butte County Codd, Cil= Ufki 19. Add itiona; lea-hinq srca vi;?] 'he required ii`!'ex.periance sho}ws it to be necessary, n V,�- nate:—._._._..........--- 52$PECiALIST -- ...................... ..................................................................... :........................................ .............................................................. FRCI°I ' 0 • BUTTE, COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH VjjmPERMIT 41' tvAIN STREET • P 0, BOX 5364 7 COUNTY CENTER DRIVE ^'HiCO. ; �R�u-d- # 9 q 9 IF LcT 1EHOHEERMa 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 I I Building Division County of Butte 7 County Center Drive Oroville, CA 95965 Attn: Martha Whitney Subject: Response to Plan Check Corrections (530) 872-0254 FAX (530) 872=9331 November 4, 1999 Project: Berry Creek Community Church - Building Permit No. 99-1420 The plan check corrections have been addressed and our response is as follows. Plan Check List (undated) - Received July 3, 1999: Floor Girder Calculations Sheet B-1 indicate 6x10 girders as noted on oundation plan. New truss calculations provided. Porch roof ledger - Detail 1/6 revised, information added. Eave blocking - Revised on Detail 3/4. Anchor bolt spacing - Note added on Detail 3/7. Chord splice connections - Notes added at roof framing plan, Sheet 6. oldowns added intensionally since the uplift is marginal. . Shear wall nailing - Note No. 3 added to shear wall schedule, Sheet 2. Corrections Sheet dated July 13, 1999 - Received August 2, 1999: GFire department. We would like to hope that the fire department require- ments will be noted on Plans by the Building Division and no additional corrections will be issued. 2. Yellow copy will be submitted at the time of final payment of all fees to the Building Division. Planning, Land Development and Health Departments - Again, we would.hope that a complete plan check by the Building Division will be conducted. Project Location - Dimensions added (33') for clarification on Sheet 1. Handicapped notes added to Plans on Sheets 1 and 9. Four feet wide concrete walk added on Site Plan, see Sheet 1. Five feet wide concrete walk added on Site Plan. The existing Mobile Home, Garage and Deck will be donated to Fire Depart- ment for fire practice. Letter of intent by the owner under separate cover. In any event the noted buildings will be removed from the site. �I. Restrooms revised and accessible drinking fountain added, see Sheet 2. del. Type I hood with Ansul fire protection system added on Sheet 2. Requirement for separate permit, noted. Truss layout provided on Plans. Separate layout plan ism required. Building Permit No. 99-1420 Page 2 12. Revised truss calculations attached. . Review of truss calculations by FLT Engineering provided. Location of HVAC shown on plans, Sheet 2. Manufactures specifications noted on Sheet 9. Flame spread classification - Note added on Sheet 7._ Exit illumination added on Sheet 9. Room capacity noted on Sheet 2. Panic hardware noted - Handicapped notes added on Sheets 1 and 9. 18. Handrails details are provided on Sheets 3.& 5. ,14. Serving counter noted at 34" on Sheet 2. Strike edge of 24" - Note added on Sheet 2. 21. Code analysis revised on Sheet 1. We have addressed all listed Items. Revisions and additional information is provided on Plans. Requirements per Items 1, 39 8, 11 and 13 were discussed with Michael Vieira, and our response reflects the result of that consulta- tion. I duly hope that this response is the last one we will have to attend to, for this project. Co: J. L. Randall & Associates Berry Creek Community Church Sincerely, Frank L. Tyukos f 7'� OX j Iv -i G�19c"t gU4( need "cJ i�ir� GLsfirc ryut-l� goo � ,GG- /J � l `tM4� �� �Z a�� ao CJ /6', OK - 161 BK- Berry Creek Community church P.O. Box 185 Berry Creek, Ca. 95916 Parcel Number 062-710-008 Building Permit Number: 99-1420 BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Plans have been sent out for review to the Fire Department. I will let you know about any items arising from this review. 2. Enclosed is your school. fee form. Pay any required fees at the school district office and return yellow copy to the building department. 3.lanning; Land Development and Health Departments must sign off on this project. It is your responsibility to contact each department for requirements, meet those requirements and obtain authorized signature on the data sheet attached to building permit. 4. See Section 303.3 UBC for location on property and minimum access to the public way. The main entrance to the building is to be located either on the public way or on a 20 foot -wide minimum access way. You show 16 .feet at the front of building. 5. ,Front entrance, all exits required by building code and all doors located 24 inches or less above �--grade are required to be handicap accessible. Show compliance on the plans at main entrance and kitchen door. 6. You are required to show an accessible path of travel between this structure and all other ctures, the parking lot and the public way. YA&A,K- 0 f fe&-- 7. Handicap parking must be designed so that access to the building does not required people to pass behind other parked cars. If access crosses a roadway or parking lot you must strip as a 40 ��'GGg�.ikR `��.t� �f/ll�'✓Gt�u /2 a. a.Rr.. pdllo, t �_kJ . I ,A1'd»t crosswalk. Show compliance on the plot plan. Handicap accessible parking must be hardsurfaced. Note surface to be used on the plan. 8.. lease provide a letter of explanation of the use of the mobil home labeled "Church Parish". ease be aware that a movbil home can only be used -a residence and it may not be used for church functions. Additionally the building file show's a permit for a 10 x 16 mobil home. Please provide evidence of when this home was set. Permits will be rquired for mobil if set after 1/20/75. Permits are required for the existing garage and deck which were built without permits. 1 he number of required plumbing fixtures is to be per Appendix C of the Uniform Plumbing code. Please provide a urinal in the mens facility and an additional toilet in the women's facility. You will also need to provide an accessible drinking fountion in the facility. i.A-&v lde. !-�c�.,l4+1 1-¢.p. Kitchens in'church's are considerecj to be commerical. Provide a Type I hood system for cooking facilities with an ansul fire protection system. Separate permit will be required for the hood. Show on plans. Provide 2 copies of the truss layout directly from the truss manufacturer. This is required even when trusses are identified on the roof framing plan. {Call was made to truss manufacturer on July 12 } . Xr Provide an additional set of revised trusses. Trusses and layouts are not to be faxed to this department. Engineer of record is to review and approve trusses per his lateral design. ,,"Provide location of HVAC unit and provide manufacturer's specifications on the unit which will be installed. Provide flame spread classification of interior finishes directly on the plans. �rovide exit illumination and posting of room capacity per Chapter 10 UBC. .,, Panic hardware must be provided on all exits except the main exit which may meet the exception noted in Section 1016.4 UBC. Please show all requirements of this exception on the plans if you plan to use it. Panic hardware must meet the requirements of Section 1004.4 UBC. Provide handrails per code including required height and returned ends. X.Provide height of serving counter: This must meet maximum height for handicap accessibility. �?O�Landing at rear door must entend twenty four inches beyond the strike edge of the door. 21. ease revise the code analysis. Occupancy of this structure is A3 Church other uses can be considered accessory. Square footage is 1473. Please revise accordingly. iPlans can be picked up in the Oroville office for revisions. Plan -check will continue upon reciept of the above items. Additional items may be required when plancheck resumes. - If you wish to discuss any requirements, you may contact me at (530)'538-7541 between 1:00 ' P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner Post -It® Fax Note 7671 Date epal -# Of P TO /� From Co./Dept. Co. Phone # p,12 - 0?V L Phone # _ 7c�5g1 Fax # 67'2— R l3 fl Tr93g Fax # J 3 �i - V0 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Address BUILDING PERMIT NUMBER APN ` 7 II -D& Nature of Business OullGi' /- Contact Person��� � V�G/5O �. Phone # d dZ 1. Does your business or that of your tennants handle, store, or transport hazardous materials? WNO 0 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and.safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? tP NO C3 YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-.J*CJR§1) for a review of the project. 3. Is the business/facility/operation school site? N NO EI YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? �ZI NO 0 YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative (Signature) (Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El❑ The Above Regulations Do Not Apply To This Facility. BCEHD Signature i Date BCAPCD Signature i WHITE- Building Dept 0 YELLOW- Env' Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. Date .. ....-r-.'"'-^�,l �T^v��". E'+✓...nv-..-+%•.-h�v�: i..n .�Ty.r Y1 4.. .. � M � h r ti !1. �n � ..5 a , , '4 ��1 { � ^! ff �.,i',/�� Y"!r''4r"�v�'a" �.;�-,t��►^�+xy`.��„�.�.•��•a . ,a..r� }�.'. Y...,�,.�. . T �:.�!� .,,�'' . � ,• , BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER APN - Firm Name // Address `M Nature of Business Contact Person c1 lila t- -50 S-7/ d Phone # -5-F T_ 3 d 6� 1. Does your business or that of your tennants handle, store, or transport hazardous materials? WNO O'YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. -2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? NO ❑ YES 4< 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916;'58 dR#1) for a review of the project. 1' 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? IN NO ❑. YES IF YES, name of school. i 4. Does the;'business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? H. 1 f NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative (Signature) (Date) BCEHD BCAPCD ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. Ela The Above Regulations Do Not Apply,To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. ---�:.v��-wz'✓M.'�i"---.'�d'4-r._-�r���.-,..����-v �..�,.,,•,,,,.,n,...-./�r+r '"`kN n°i,:,�,��f",-.._— �: �,.��`Jif r%i._.�e'nw aSti-�n,r-. .,r. ,; �C. �..,.,'z-1�.,.^..-.,., "•-. J�: r,Tc.. ,,�z-,u p d-•^^ •Y - - - gry BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Address BUILDING PERMIT NUMBER APN 'W -7)0—D& Nature of Business / Contact Person L I C10 1-t- ` '' '-Phone # t 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ,ONO O"YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? IY NO ❑ YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (91&§,3 ;7?81) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? NO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? w t7 .NO O YES " IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative i6u, �ly-a� Kls- o-7 (Signature) (Date) BCEHD BCAPCD ❑ The applicant has met or is meeting the applicable requirements of Section 25505, El25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. .J BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER Firm Name Address q1 Nature of Business — Contact Person + APN !W" 7 CY Phone # F* 5_` 1. Does your business or that of your tennants handle, store, or transport hazardous materials? 19 NO 11 -YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? NO ❑ YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916=$3% 28,1) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? (B NO ❑ YES - IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? NO ❑ YES i IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative°'^,/ (Signature) (Date) e BCEHD BCAPCD ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. ;t . BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER Firm Name Address q1 Nature of Business — Contact Person + APN !W" 7 CY Phone # F* 5_` 1. Does your business or that of your tennants handle, store, or transport hazardous materials? 19 NO 11 -YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? NO ❑ YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916=$3% 28,1) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? (B NO ❑ YES - IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? NO ❑ YES i IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative°'^,/ (Signature) (Date) e BCEHD BCAPCD ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. �!5J VA i l bt r► �.� . �4 en -,t 11 e7K) vw t Co 00-0 - I A10 �!5J VA i� 1, i '� a 4 t C +. it a� S T R U C T U R A L ---------------------------- C A L C. U L A T I 0 N S ---------------------------------- FOR B E R R Y C R E E K C O M M U N I T Y C H U R C H 1 4 6 1 B A L D R 0 C K R 0 A D B E R R Y C R E E K, C A 9 5 9 1 6 J. L. 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T Coq (916) 872.0254 FAX (916) 872-9331 BY: �y/ DATE: / / SHEETNo —/OF 33 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. (� SUBJECT: P aJMECT: 1.,� �/ �/ " i l �P L �f7� � � V /Z f� 1 LZ � � ! / ` J �I �j�X / \ ' \ � ♦ r Y / / ALL = ♦ Dap„ � \\Z,6• f . /oD x � � c � Z.3 � l` 9 ADL _, ol2>d �� f -7 9 Jt , o/ x 090 x A `FF 1Z �Z y Cove: r 6 x Z�Y�rrlc�.) ,f.P /� Srx �%� f 3.ir`�) ZD. Z� �� Z. 73 - /.37 CML •' STRUCTURAL Iq (916) 872-0254 FAX (916) 872-9331 BY: DATE: 9( SHEET No —ZZOOF�23 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. SUBJECT: f 1 EJECT: �Coc.,T ogz � , oioX L���i.Jc, /S G,z�r�� :fig.- �o,� ���'• %.�cGv,Ocs �G fL.G i ��E /2 y a- ,97 ,97 17-f T x Z¢ Gv f c� A/ /2 r 72> PROJECT : BERRY CREEK CHURCH JOB N0. : 9023 DATE 4/1999 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL __2 ------------------------------ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF ): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI) 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 3000 FLT ENGINEERING 5790 i_ LARK ROAD PARADISE, CA (916) 372-0254 SHEET D-3 OF 3-? GRAVITY LOAD - DEAD LOAD (KIP) 0. 00 - LIVE LOAD (KIP) 1.41 OVERALL HEIGHT OF THE WALL - Hw (FEET): 3.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 3.17 THIi_KNESS OF WALL - T (INCHES): 6 COEFFICIENT - a : 1,46 TOTAL EARTH PRESSURE - Fhr (KIP) : 0.15 REACTION @ TOP OF WALL - Rt (KIP): 0,05 REACTION @ BOTTOM OF WALL - Rb (KIP): 0,11 HEIGHT OF 101 SHEAR - Ho (FEET): 2.r )7 MOMENT - Mw I FT -K I P i : 0.07 AREA REINF. (IN2) 'dl(IN) SIZE &4A ------------------------------------------------- (IN) 0.012 3.75 #4 @ 194.3 MIN. VERTICAL REINF. - .15 % (IN"' 7 : 0.103 MIN. HORIZONTAL REINF. - .25 % (IN' 2) : .dye 180 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 PROJECT : BERRY CREEK CHURCH JOB NO. . 9023 DATE : 4/1999 CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY OF -SOIL (PCF): : DENSITY OF i_ ONi_ ERTE (PC F) : ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEAD'INim PRESSURE (PSF): FRIi_TION COEFFIi_IENT - Fc: BEATING PRESSURE REDUCTION (PSF): NET.. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH CINCHES): - DEPTH (INCHES): DESIGN FOOTING - WIDTH (INi=HES): - DEPTH (INCHES): TOTAL GRAVITY LOAD - Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE 07: ACTUAL SOIL PRESSURE - 0 (PSF): SLIDING RESISTANi=E - Fr (KIP) : SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAS: #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): - SLAB FEET) - SLAB THICK.NESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN"2/LF): ALLOW. TF_NSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 100 150 1500 00 0.35 i� 1500 14.61 6.00 16. 00 12. 0(**) ._. 00 0.0 1503 < 150 0.41 > 0.11 4 14.47 4 4 2.60 0. 029 4 3.14 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (9 16) 872-0254 SHEET D -f OF _03 n PROJECT : BERRY CREEK CHURCH JOB NO. . 9023 DATE : 4/1999 CALCIS BY : FLT a SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA x 916? 872-0254 SHEET D -d OF 3-? GRADE SLOPE RATIO: • LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): Sig SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.00 . - LIVE LOAD (KIP) 1.41 OVERALL HEIGHT OF THE WALL - Hw (FEET): 4.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4.17 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 0.26 REACTION @ TOP OF WALL - Rt (KIP): 0.08 REACTION C BOTTOM OF WALL - Rb (KIP): 0.18 HEIGHT OF 101 SHEAR - Ho (FEET): : 2.65 MOMENT - Mw I FT -KIP ? : 0.15 AREA REINF. (IN'2) Idl(IN) SIZE & ------------------------------------------------ SPA (IN) 0.027 3.75 #4 @ 87.3 MIN. VERTICAL REINF. - .15 % (IN" 2) : 0.103 MIN. HORIZONTAL REINF. - .25 % (IN"2) : 0.180 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 FLT ENGINEERING PROJECT : BEE'F'Y CREEK CHURCH 5790 CLARK ROAD JOB NO. 9023 FARADISEy CA DATE : 4/1999 (916) 872-0254 CALCIS BY.: FLT SHEET p-6 of 33 FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE is PSF) : 1500 ALLOW. LATERAL BEARINim PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF) : NET- ALLOW. BEARINim PRESSURE (PSF): 150 PRELIM. FOOTING - WIDTH CINCHES): : 15.41 - DEPTH !INCHES): E.00 DESIGN FOOTING - WIDTH (INCHES): 18.00 - DEPTH (INCHES): 12.00 TOTAL GRAVITY LOAD - Pv KIP): - 2.18 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - 0 (PSF): 1454 <:: 1500 SLIDING RESISTANCE - Fr (KIP): 0.47 > 0.18 SLAB REINFORCEMENT: ------------------- REINF C TOP OF WALL(BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 10.87 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 4.60 DESIGN AREA OF SLAB RE I NF . (I N'' 2/ LF) : 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): :4 LENGTH OF DOWELS(INCHES): 5.56 PROJECT : BERRY CREEK CHURCH JOB NO. . 9023 DATE : 4/1999 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): C) YIELD STRENGTH REINF. (KSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP:) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 101 SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN�2) r d' (IN) SIZE & SPA (IN) ------------------------------------------------ 0.052 3.75 #4 @ 46.5 MIN. VERTICAL REINF. - .15 % (IN'''•' ) : MIN. HORIZONTAL REINF. - .25 1 (IN"2) : DESIGN REINF. - VERTICAL: #4 @ 24 - HOR.IZONTAL: #4 @ 13 0. 00 1.41 5. 5 5.17 6 , 1.46 0. 40 0.13 0.23 3.22 0.28 U.1oe 0. 180 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET D-7 OF 37S FLT ENGINEERING PROJECT : BERRY CREEK CHURCH 5790 CLARK ROAD JOB NO. . 9023 PARADISE, CA DATE : 4/1999 ( 916)872-0254 CALCIS BY : FLT SHEET P-cf OF 33 FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTS, (PCF):, 150 ` ALLOW. SOIL BEATING PRESSURE (PSF): 150 ALLOW. LATERAL BEATING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 BEATING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING — WIDTH CINCHES?: 16.21 — DEPTH (INCHES): 6.00 DESIGN FOOTING — WIDTH (INCHES) : 20.00 — DEPTH (INCHES): : 12. 00 TOTAL GRAVITY LOAD — Pv (K I V : 2.37 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — 0 ( PSF) : 1424 < 1500 SLIDING RESISTANCE — Fr (KIP): 0.54 > 0.28 SLAB REINFORCEMENT: ------------------- REINF C TOP OF WALL ( BAR 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 8.71 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED A FEET > : 7.18 DESIGN AREA OF SLAB REINF. (IN� 2/LF) : 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 8.66 FLT ENGINEERING PROJECT : BERRY CREEK CHURCH 5790 CLARK ROAD JOB NO. : 9023 FARADISE9 CA DATE : 4/1999 (916) 872-0254 CALCIS BY : FLT . SHEET D-9 OF 33 SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE FIATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): 1.41 OVERALL HEIGHT OF THE WALL - H (FEET): 3.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 3 THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a: 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.14 MOMENT - Mw (FT -KIP): 0.14 AREA REINF. -(IN''" ) r d' (IN) SIZE & ------------------------------------------------ SPA (IN) 0.025 3.75 #4 @ 97.7 MIN. VERTICAL REINF. - .15 % (IN'"2) : 0.108 MIN. HORI20NTAL REINF. - .25 % (INl2 ): 0.180 DESIGN REINF. - VERTICAL: #4 @4 - HORIZONTAL: #4 @ 13 PROJECT : BERRY CREEK CHURCH JOB NO. : 9023 DATE : 4/1999 CALCIS BY : FLT FOOTING DESIGN: ----------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 ' - TOE (INCHES): 8 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 22 OVERTURNING FORCE - Fo (KIP): 0.24 OVERTURNING MOMENT - Mo (FT -KIP): '' 0.32 TOTAL RESISTING WEIGHT - W (KIP): 0.74 RESISTING MOMENT - Mr (FT -KIP): ` 0.79 ^ OVERTURNING RATIO - SF 2.48 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------- ------------ 0.016 8.75 #4 @ 148.3 DESIGN TOE REINF.: #4 @ 24 , 0.47 0.28 0.20 1.83 0.56 765.25 < 1500 39.30 > 0 1534.34 < 1500 808.39 > 0 ' 0.36 > 0.24 0.93 0.21 PROJECT : BERRY CREEK CHURCH JOB NO. : 9023 DATE : 411999 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ------------------------------•---- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS%LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, GA (916) 872-0254 SHEET D 41 OF 33 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET)- 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITY LOAD - DEAD LOAD (KIP): -- LIVE LOAD (KIP): 1.41 OVERALL HEIGHT OF THE WALL - H (FEET): 4.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4 THICKNESS OF WALL_ - TOP (INCHES): 6 - BOTTOM (INi=HES): 6 COEFFICIENT - a : 1:46 TOTAL EARTH PRESSURE - Fw (KIP): 0.24 MOMENT - Mw (FT -KIP) : 0.32 AREA REINF. KIN'''2) 9d9 (IN) SIZE & SPA (IN) ------------------------------------------------ 0.058 3.75 #4 @ 41.2 MIN. VERTIC=AL REINF. •- .15 % (IN�2) : 0.108 MIN. HORIZONTAL REINF. - .25 % (IN"2 i : 0. 180 DESIGN REINF. - VERTICAL: #4 C 24 - HORIZONTAL: #4 @ 13 • FLT ENGINEERING PROJECT : BEERY CREEK CHURCH 5790 CLARK ROAD JOB NO. . 9023 PARADISE, CA DATE : 4/1999 t 916 7 872-0254 CALCIS BY : FLT SHEET D-42 OF AR -13 FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF i_ ONi_ ERTE (PCF): 150 OVERTURNINim RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 150 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 1 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE Q Ni= HES) : 14 FOOTING KEY - DEPTH & WIDTH (INCHES): 6 - BAS=K TO BAS=K OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTING (INCHES): 28 OVERTURNING FORCE Fo i K I P?: 0.38 OVERTURNING MOMENT - Mo (FT -KIP): 0. 63 TOTAL RESISTING WEIGHT - W (KIP): 0.99 RESISTING MOMENT - Mr (FT -KIP): 1.47 OVERTURNING RATIO - SF 2.36 NET MOMENT - Mn (FT -KIP): o . 85 ECCENTRICITY.- e (FEET). 0.31 ECCENTRIC MOMENT - Me (FT -KIP)-, 0.31 FOOTING AREA - A f (FT' 2) : 2.33. SECTION MODULUS - S (FT"3) : 0.91 SOIL PRESSURES - DL ONLY - SPt (PSF): 765.56 < 150 - SPh (PSF): 84.44 :: 0 SOIL PRESSURES - ADDED LL -- SPt' (PSF): '381.38 < 1500 - SPh' (PSF):' 1077. 19 > r j SLIDINim RESISTANi=E - Fr (KIP) : FOOTING - TOE: EARTH PRESSURE @ TOE - Fv CKIP>: MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN'''•' ) ' d' CIN) SIZE & SPA (IN) ------------------------------------------------- 0.045 8.75 #4 @ 53 DESIGN TOE REINF.: #4 @ 24 X1.57 > 0.38 1.17 !x.58 PROJECT : BERRY CREEK CHURCH JOB -NO. : 9023 DATE : 4/1999 CALCIS S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL_ ----------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET 15 AT OF 303 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF) : 30 SURCHARGE (FEET): C) YIELD STRENGTH REINF. (KSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD (KIP) : 1.41 OVERALL HEIGHT OF THE WALL — H (FEET):- 5. 5 OVERALL HEIGHT OF THE SOIL — Hr (FEET): 5 THICKNESS OF WALL — TOP (INCHES): 6 — BOTTOM (INCHES): 6 COEFFICIENT— a : 1.46 TOTAL EARTH PRESSURE — Fw (KIP) : 0.08 MOMENT — Mw (FT—KIP): 0.63 AREA REINF. XIN"27 "ds (IN) SIZE & SPA (IN) ------------------------------------------------- 0.114 3.75 #4 C 21.1 MIN. VERTICAL REINF. — .15 % (IN' 2) : 0.108 MIN. HORIZONTAL REINF. — .25 % (IN' 2) : 0. 180 DESIGN REINF. — VERTICAL: #4 @ 21 — HORIZONTAL: #4 @ 13 . . . FLT ENGINEERING PROJECT : BERRY CREEK CHURCH .5790 CLARK ROAD JOB NO. : 9023 ' PARADISE, CA DATE : 4/1999 (916) 872-0254 CALCIS BY : FLT SHEETOF3-3 FOOTING DESIGN: _______________ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW! SOIL BEARING PRESSURE (PSF): 1500 ALLOW' LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc:. 0.35 . DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 20 ^ . FOOTING KEY - DEPTH & WIDTH (INCHES): 12 - BACK TO BACK OF WALL (INCHES): 8 ' TOTAL WIDTH OF FOOTING (INCHES):' 34 OVERTURNING FORCE - Fo (KIP): 0.54 OVERTURNING MOMENT - Mo (FT -KIP): 1.08 TOTAL RESISTING WEIGHT - W (KIP): 1.32 RESISTING MOMENT - Mr (FT -KIP): 2.48 OVERTURNING RATIO - SF 2.29 NET MOMENT - Mn (FT -KIP): 1.40. ECCENTRICITY,- e (FEET): 0.36 ECCENTRIC MOMENT - Me (FT -KIP): 0.48 FOOTING AREA - Af (FT -2): 2.83 SECTION MODULUS --S (FT^3): 1.34 ` SOIL PRESSURES - DL ONLY - SPt (PSF): 821.30 < 1500 - SPh (PSF): 111.06 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 792.02.< 1500 - SPh' (PSF): 1135.62 > 0 SLIDING RESISTANCE - Fr (KIP): 0.86 > 0.54 FOOTING - TOE: ' EARTH PRESSURE @ TOE - Fv (KIP): 1.02 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.95 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------------- 0.074 8.75 #4 @ 32'5 DESIGN TOE REINF.: #4 @ 21 J F LT ENGWEER�G M CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 Pf IECT: STRUCTURAL CALCULAMNS BY: jf / DATE: / C % SHEETNO. �E-2OF -•S q CHECKED BY: DATE: JOB No. (OZ3 SUBJECT: F LT EMMMEERPHO + CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PJECT: STRUCTURAL CALCULAMONS BY: ' DATE: / ( SHEET No'- --?OF .33 CHECKED W. DATE: JOB No. / O2`3 SUBJECT: G sl x r6 E-- /. D9° L 33 x , 9cT- , /33 `C 12 rZ�i���� Z -Sri 3C 2>< 6 U CST EMOUME MNO ETRUC TURAL C ALC UL AMOO NS CML • S)RUCTURAI pp (916) 872-0254 FAX (916) 872-9331 BY: DATE: �(/ SHEET No.�p�OF -K3 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED W. DATE: JOB No. SUBJECT: PMECT: C2 )9:1'14= 3'�2x Al�eP/(4;p v /f��4. _ , t'fZ � fir/ GZt�_'� �• /GIfJ� �� 3� Z �r 7. OO _ A /O ©ADS (,F;, C /O x z f ZZ]) O/2r7, c�.3x �� f , 7,� ZZ) r / (/S E � <• `� Y,. CSX S`?' T � GJ;' GVH � 6 f /2 � � �� � C1/.�. /G'¢' �i CML • STRUCTURALT a p E 33 (916) 872-0254 FAX (916) 872-9331 BY: ��` DATE: 7 7 SHEET No. g� OF 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED W. DATE: JOB No. / �t SUBJECT: PAVIECT: 110-4521 r Ila ,73 3. 7� f. /Z x 4. F130 ire. 3 01 3 33 O•/jl'x 1212 - d; 09 `e v F LT EUVGWEERNM CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE. CALIFORNIA 95969 QMECT: STRUCTURAL CALCULAMONS By.. DATE: / / / SHEET No(5:9—VOF 03 CHECKED W. DATE: JOB No. / SUBJECT: 26 'c ST 6'zz5t D,� 1Z- 3 74 20-`1-- �-� Ge>y 40 2— 3 7 D/D x (14-:/z - 1,413 + ; D/Ox 7 2/ e, 'Ddlo. 2/,?z 0�Z !�G /. cr, vo 37 70y 2012, y 30,p a Zc- /O i 7 71w, 3 LT F LST ENWHEERM CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PPWECT: STRUCTURAL CALCULAT50MB BY: SGT DATE: SHEET No E` 9 O .?3 CHECKED BY: DATE: JOB No. 9� 23 SUBJECT: Z -11,)&--r 14 jv' 1� — ��L , Olzx ZG t' o/x 3 loir 2r f , 314-Z .-c 2,< f, Z��� o y PGT - , /4r">< 7 cam/ x Z -- z 2— 'e At - F LST EMMM ERNG STRUCTURAL C ALC ULGaMONS F CML • STRUCTURAL C�p r (916) 872-0254 FAX (916) 872-9331 BY: �1i7� DATE: // / SHEET No.`' -70F p 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. ! O� r SUBJECT: JPXWECT: Z_ sso �<<7132,OF—, 297 e -'r _� /Z g L l Z /v E f F LST ENOWEEMNO CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 FWECT: r TRUCTURAL CALCULAMONS BY:' )"" zI DATE: SHEET N.."-- — '?OF .�.3 CHECKED BY: DATE: JOB No. SUBJECT: Z7 - 2 d'x so r_ - //V'->< 361 u%3 1 F LST EMGUMEERM L CML • STRLICTURAL (916) 872-0254 FAX (916) 872.9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PMECT: STRUCTURAL CALCULAMONS BY: "Gr DATE: SHEET N.ZE-90F 3� CHECKED M. DATE: JOB No. / � 3 SUBJECT: /17 T' -zee E 2.3 -I -✓-1 Ude' �E /3�,c'�s re; T v ss `C E's( zX/ /oma 6 �iZ 3rT �/ srz/zz �,�Z.,d �oc�o�rJ.,rs Ol.' Z-Zk �^���"�iTr/,os � s'-S'T-� /,6 ,4! �O-�c-T•s' �f-� ,� Oss l Z,�'_ , poi✓sr, To 2-��c S'7vDs �3�1� c� ��r'�� Z.�' v, -,f -/z- 7-,77& 77 7-V �Z & . c J % `CI>X w/�� e ti'�/2 `0 oo e ry Aovva, 3 TO 701- C©�vvs vs� C�ls'T/� 1sEr�v, L �vcz ass s�rrTc, a o� yy IQ 4j 61) I K o wo �J I Q y Qb- a 0S0 s COMMERCA PLAN CHECKING GVIA (1994) U. B. C. OWNER: 1 `�.y r ee4C- 0A�dtgLDING PERMIT NUMBER: 11,'I PLAN CHECKER: A.P. NUMBER: QXQ " 710-UOf A. ERAL: Zoning requirements, Planning approval. Valuation. f Plans signed by an engineer or architect. �4" Proper description or work on application. if Existing violations on property. Items on data sheet (W. C., fees, Health, Impact Fees, License Law, etc.)-. Improvements or drainage, Land Development approval. B. LOT PLAN. ' - I., Complete parcel size and dimensions. Setbacks, sidevards, easements, etc. 3 Other buildings or structures. Grading, fills, drainage.. y . Flood hazard ol Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc.' F.A.U. & F.A.S. road set back. Building or utilities across lot lines (Lot Merger). C OCCUPANCY REQUIREMENTS. ; Building use: K 3 Occupancy Group k13 Type of Construction: VN Buildingfloor area: OccupantLoad: Basic allowable floor area: 1 sq. ft. Total allowable floor area: Basis for increase: AA /!')cfe- 6e, 1. ' Compliance with specific occupancy requirement. /I Occupancy separations (Section 302). -3! Area separations (Section 504.6). Firewalls due to location on property (Section 503). Maximum height requirements (Section 506). Draft'stops (Section 1505). 7. Ventilation and special hazards requirements (Section 3). to U40 (j G ,8! Automatic fire sprinkler system (Section 904). k H Fire alarm systems (Section 310.10). Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). 14! Environmental, Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. P4. Smoke detection system. C.D.F. or State Fire Marshal plan review.' Electrical Code Requirements (Medical - Article 517, Assembly - Article 518, etc.). a Physical Disability Requirements (Title 24). Wholesale Food Manufacturing (Plans to state DHS/FDB). D. PE OF CONSTRUCTION REQUIREMENTS. i�2U1 C�r Roof (� " covering requirements (Section 1503). ..fit V144 Parapet walls (Section 709.4). �Q�1 © 4. Toilet room floors and walls'(Section 807). Guardrails (Section 509). June 1997 T�- Detailed type.ons[ruction requirements. J! Proper roof pitch for roof covering (Section 1507 & 1508). Attic access and ventilation (Section 1505). 8. Roof drainage (Section 1506). A! Skylights Section (2409 & 2603). X10' Stages and platforms (Section 405). 11. Interior wall and ceiling finish (Section 801). Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). Wall and ceiling covering installation (Section 2500). 4. Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). Foam Plastic (Section 1715). STAIRS, EXITS AND OCCUPANT LDADS: General Exit Requirements (Section 1001.4 & 1006.3). Number of exits, width and locations (Section 1003). � r3�. Doors (Section 1004). Corridors and exterior exit balconies (Section 1005). Stairways, rise and run, width, winders, and construction (Section 1006). K/ Horizontal exit (Section 1008). �7 Exit and smoke proof enclosures (Section 1009). IZ 1 A 2 �O 8. Exit signs and illuminations (Section 1013). 1 v sles and seating (Section 1014 & 1015). e• � o -e oSkl 10. Exits for occupancy groups (Sections 1016 - 1019). J4-111,jFloor level exit signs (Title 24 & Section 1013). 1 F. MISCELLANEO US REQUIREMENTS. L Masonry chimney (Section 3102). 2. Veneer (Section 1403). Uy ✓Li�1�� { 3. Special Inspection per U.B.C. Section 1701). r w (� ,1 ,V a. High Strength Bolting. i� GjV 1 b. Field Welding. C. Masonry (full stress). liK d. Concrete (f c>2500psi). Praynde� IeW 2 • ua� 4. Special Certifications - Mill Certificates. v'C' 2 . ; p of s-I� e�m�f 5. Expansive soil - Special design.prot)ice 'Woke I G' 2 6. Cut/Fill slopes, compaction tests, grading. -n �Wi �• 7. Noise requirements (Planning, Appendix Section 1208). UPC 8. Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS. OVidp U* -v 4 1. Complete calculations, correct design criteria 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications.vidZ�- 4. Shear wall anchorage based upon wall shear. \A.' 5. Roof diaphragm chord, collector, drag struts.�0✓���``' 6. Combined tension and shear @ steel RF anchor bolts. d rlYl �� 7� kfrl 7. Braced eoof and wall bays. Ovide H. OTHER: It) -11A C 12 copi4A 6P (�t I. For Inspection Jacket: 51dod Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers r June 1997 �fl n .�f�m rat • Q/141 w,� ftrt& rm"t XCW -)b ole yo W Ctoo nk �0�� �S • �et1ise 5i� e � �� Oahrd �X-qed per►' F a l b&+wwu Uukch o �� 10' S.B.L. m x z N N NORM rn r_ X z D EXISTING RESIDENCES BALD�~-- RoGK -_ PROpem rr S IT E P L A N SCALE: I" = 20' A.P. No. 062-230-102 _0 y y IN ern rn Irn z< z z = z z Ap Y�DO� A ;0 �p D`D`-`'� AN (mix m`m N nO nrnx m' m' = 1 �Om d,J rn�m !�' oma m rntirn i _ Nrn O� �x�xDQ�ONyc �xmx�0�0rDPDi o xN=�nY rnAi iNT.��y M DD DMA Ac�c Nz 3y' Au�Or (, z ID Ng = pO,J m w ' IN c na ZZOzO Ozy°Drnrn �l DDD -,0U' 6, DADirL -2 zaz> > U N�rn zOzD�yD D kpi1 AO(N A �AA o A�rn A ODD O D nz T rn1. D 7�rn T °mA ° ��. �l�Dtu TDD (Il N Z Ul NA 1 U)D Dn N DO Dn nrn N ru N 1 rn Ill U r N N rn v rn D U� D U, ? A rn D r D Z p ' o BUILDING DESIGNS FOR: EXIAL.4 z MC'II'IE C0 2% R= C0 `T CS Q� m m D STUART 5ANDER5ON Z Mme®i° a I-n®My Cancumong m m = 13AIM ROCK ROAD NMAL f;SUCIFDUS %96D 5344=7 C � MERRY �. CA 95916 �^ Mauoa� anr�o c�o®nmro®o �G�l MASTER SITE PLAN m� gni Z � D D '0w � v < < �� m 0 -'y � 3 O -4 CA m Z = m N ?'_ m .o m < U) '� v m I I N m x z N uj rn "0 Z A rn D D ,n �p DDi nnz CA"' z yy Orn zzp x( (Il fTl _ m' m O 00mx SAN 000 Itt rn9rn'oO< Qj3A -p P r=' <O Z 000�a x0 D�p, rn �V zi Dz �O " m rn Lp AOA�m< D OmrnmA c�cpO(D�z�,m Dp ,JD@ D pyp3rn� � ,m n. rnr rn �3 N Ar z rzry ,n " m9pu 0 O� tnrno z� �� Q1 ZDzOiA�� k A• rnm i3O -0Drn Op rArn D 0 rn 0 m.� Y pDY 7Ac AO AD' D rnrn0 z D U'"ND rOp�n D NQ(, U' O � A D mp ,J(�z f y r"U n' N r i zn_A m O O _ DD z� ' rn z ' _0 y y IN ern rn Irn z< z z = z z Ap Y�DO� A ;0 �p D`D`-`'� AN (mix m`m N nO nrnx m' m' = 1 �Om d,J rn�m !�' oma m rntirn i _ Nrn O� �x�xDQ�ONyc �xmx�0�0rDPDi o xN=�nY rnAi iNT.��y M DD DMA Ac�c Nz 3y' Au�Or (, z ID Ng = pO,J m w ' IN c na ZZOzO Ozy°Drnrn �l DDD -,0U' 6, DADirL -2 zaz> > U N�rn zOzD�yD D kpi1 AO(N A �AA o A�rn A ODD O D nz T rn1. D 7�rn T °mA ° ��. �l�Dtu TDD (Il N Z Ul NA 1 U)D Dn N DO Dn nrn N ru N 1 rn Ill U r N N rn v rn D U� D U, ? A rn D r D Z p ' o BUILDING DESIGNS FOR: EXIAL.4 z MC'II'IE C0 2% R= C0 `T CS Q� m N rn STUART 5ANDER5ON Mme®i° a I-n®My Cancumong 1461 BALD ROCK RD. DERRY CREWC CObffWUMrrY CMVZCM BERRY GREEK, GA 95916 13AIM ROCK ROAD NMAL f;SUCIFDUS %96D 5344=7 J MERRY �. CA 95916 �^ Mauoa� anr�o c�o®nmro®o �G�l MASTER SITE PLAN A rn Z D �o 1 ti _1 I rr A I1 1:1 ra � II LJ I I b 1 m A n I . IIsI ,� (! I I "•I n 6 k ! 1yr ! ,� . i l U N�A. ..._°! 1 II ��--Ir• _�_ ��� i I. I _.J I. I PROPOSEC , j,p I I PROA. POSE: I I I I I I �Z% Iii i 1 L "� I '• �w � �• I I I �. 4 z GJ jam, rrH _ BALD _ ROGIC RD .. V g G q N r P R O P C.._` ---- �------�---�__ _ . R T Y -- 5 1 T E P L A N 5C ALE:i" _ =G' A.P. No. 062-230-102 BUILDING DEVON5 FOR: t STUART SANDERSON .A 11 11, 1461 BALD ROCK RD. 01 BERRY CREEK, CA 015g1b MASTER 51 TE PLAN D r r 0 0 n n ro I> 0 0; o ro lr A A ili A A Iri 111 l \ c, Vii, 61 . , , 1. 'y O • o A ,1, 6'Y , °Y - 1 n A , O A m 1,1 q, I�'rn „O Orsi m'la fl0 Omi Url in iia a1P � pmL in °in f�� - rn6 u ,ni i�YOprllDyc ��,ioiOUrjinY(r YIjA � :1 rrT 6�Y1 ylr.,AA .yy n11711, m7rt, Ill A I c9 p m O A r Urli�'U nu (YVlly 1A�UU'llzln a p'.:rirn �LY�UATs mr- Z `Z romrn rlp ymn, r� rn z In Op arj rO Dn, ll a a0l\ �Cl U� Y•yYipN a - TT YpY IrN n sir n znz ro Y n ,� lin cn?➢�YY Y -r 1 Y OA O y O y ;� n wA� Y Alnrn 7 "AX A p z II y rn IN l O Z q ro i' O U 1l ` a -r u, _n Y r° NIS AU' L A Y B�tRY cmmw CoAnaimTr CE mczz Dl iQ®nn a nnoww CMWMaa94lson 2 BALD ROCK ROAD MHAIL OCuopus Q9 -16D BERRY CRS CA 95916 ai S. W10.OsI Ave. psounOn®, CA n II nIt' A dm a-0 yo AI ?j y �� A p �1 f I-, r r 7 �� O nrri 11 n0 D A" ft,'o11 A nvI;�,1 U 1A111n�! 0!1 1• nr !OPO 1� 11� <r. 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W10.OsI Ave. psounOn®, CA INDEX OF SHEETS SHEET DESCRIPTION 1 ELEVATIONS 2 FOUNDATION PLAN 3 FLOOR PLAN 4 ROOF FRAMING PLAN 5 ELECTRICAL PLAN 6 DETAILS 1 7 DETAILS 2 ----48' WEST ELEVATION 1' : 6' —48' EAST ELEVATION 1' . 6' E APPLICABLE CODE DATA • OCCUPANCY: A-3 • TYPE OF CONSTRUCTION: V -N • STORIES: ONE • SQUARE FOOTAGE: 1344 SF • *OCCUPANT LOAD = 65 PERSONS *OCCUPANT LOAD = (983sf)/(15sf/person). CALCULATED ACCORDING TO THE REQUIREMENTS OF CBC TABLE 10-A (USE NUMBER 4). ACE4 POST CAPS, TYP i' - WF 2% AWAY 5' (MIN), TYP FG FG — 2% AWAY 5' -MIN), TYP FG FG ENERGY REQUIREMENTS INSULATION: WALL = R-13 10 • ROOF = R-38 FLOURLSCENT T8 LIGHTS • FLOOR = SLAB GLAZING: TOTAL AREA = 92 SF 2 • U -VALUE = 0.39 (MIN) WATER HEATER: • SIZE = 40 GAL. 0 • TYPE = PROPANE • ENERGY FACTOR = 0.58 PARGE RAFTER HARDI-PLANK HORIZONTAL LAP, 6 REVEAL, OVER OSB 26 GA. "CLASSIC RIB" METAL ROOF \ 2-12"x18" LOMANCO SERIES 100 GABLE VENTS 12 15 SOUTH ELEVATION 1' : 6' 28' - NORTH ELEVATION 1' . 6' C LIGHTING REQUIREMENTS QTY. TYPE *LOCATION 10 Al FLOURLSCENT T8 LIGHTS 2 B1 SURFACE MOUNT LIGHTS 2 C1 HIGH EFFICACY WALL LIGHT 2 0 LIGHTED EXIT SIGNS *SEE ELECTRICAL PLAN BUTTE COUNTY E APPROVED ELEVATIONS suuE: AS NOTED a� 062-710-008 11-oz-o� BERRY CREEK COMMUNITY CHURCH MULTI-PURPOSE BUILDING �- 807-1778 1461 Bald Rock Road Berry Creek, CA 95916 EMC 1 ti FOUNDATION NOTES: 1) ALL CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 2,500 PSI. 2) ALL FOOTINGS SHALL BE PLACED AGAINST FIRM UNDISTURBED SOIL AT A DEPTH BELOW GRADE AS SHOWN ON THE DRAWINGS. 3) ALLOWABLE SOIL BEARING VALUE OF 1,500 PSF IS ASSUMED IN THE DESIGN OF FOOTINGS UNLESS NOTED OTHERWISE. 4) ANCHOR BOLTS SPACED AT 6' O.C. (MAX) AND SHALL BE ASTM A-307 'X10' MINIMUM WITH 2'X2'XA' PLATE WASHERS AND PLACED WfTHING 12' OF ALL SPLICES, ENDS, AND CORNERS. MINIMUM EMBEDMENT SHALL BE 7'. 5) INTERIOR SLAB SHALL BE 4- THICK W/ 6X6x10x1O REMESH, VAPOR BARRIER SHALL BE INSTALLED ACCORDING TO THE DETAILS ON SHEET NUMBER 6 (DETAILS 1). 6) PROVIDE 2.0 FLOOR DRAINS WITH TRAPS AT BOTH RESTROOMS. DRAINS SHALL BE CENTERED IN A 36' SQUARE AREA AND DEPRESSED 1 - BELOW THE ADJACENT FF. 7) PROVIDE FLOOR TRAP PRIMER VALVES AT BOTH RESTROOMS. TRAP PRIMER VALVES AND SUPPLY LINES SHALL BE BE -INSTALLED PER THE PRIMER VALVE MANUFACTURER'S RECOMMENDATIONS. -- - - _ - .- - I- - -I - r---1 . -. - --.. -.- . - --- .r - - - - L_J L_J FOUNDATION PIAN 16" ) BUT T E CuU N�rY APPROVED s GENERAL BUILDING NOTES: <&> J" COX OR OS8 WITH 8D COMMON NAILS AT 6":12" (EN:FN), MINIMUM PANEL LENGTH = 4' 1) CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING CODES AND ORDINANCES: . 2001 CALIFORNIA BUILDING CODE (CBC) 17'-6" 30'-6" . 2001 MECHANICAL CODE . 2001 CALIFORNIA PLUMBING CODE --6' . 2005 CALIFORNIA ELECTRICAL CODE 4X4 POSTS W/ ACE4 rR 1 POST CAPS & AB44 . 2001 CALIFORNIA ADMINISTRATION CODE ------------ T . APPLICABLE LOCAL CODES AND ORDINANCES BOST BASES , TYP Pi 2) U.N.O. NAILING SHALL CONFORM TO THE NAILING REQUIREMENTS SET FORTH IN TABLE FUTURE Y6 AC UNIT 6 TYP 23-11-B OF THE 2001 CBC. 4XI2, TYP NOTE "P" OIN 40 GAL. PROPANE 3) 2X4" WALL STUD SPACING = 16" O.C. ----------- SHEET 7 3068 WATER HEATER 4040 4040 oo�� A AN I FD A SLIDER SLIDER 4) ACCESS TO ALL ATTIC AREAS SHALL BE PROVIDED PER CBC 1505.1 - - - - - - - - 5) ALL HARDWARE SHALL BE SIMPSON STRONG TIE OR EQUIVALENT AND INSTALLED WITH QUANTITY AND TYPE OF FASTENERS REQUIRED TO ACHIEVE THE MAXIMUM LOADS INDICATED IN THE MANFACTURER'S LITERATURE. 6) TOP PLATES SHALL BE SPLICED ACCORDING TO DETAIL 014 ON SHEET 6. 7) INSTALL SIMPSON H2.5 CLIPS AT EACH END OF EACH TRUSS. AS AN ALTERNATIVE TO H2.5 CLIPS, INSTALL SIMPSON A-35 OR RBC CLIPS AT EACH EAVE BLOCK. 8) UNLESS NOTED OTHERWISE, ALL DOOR AND WINDOW HEADERS SHALL BE 4x12 DF -L NO. 2 AND BETTER. 9) ENTIRE ENVELOPE OF STRUCTURE SHALL BE SHEATHED WITH J" OSB AND NAILED WITH 8D NAILS AT 6":12" (EN:FN). 10) AN ASSISTIVE LISTENING SYSTEM FOR PERSONS WITH HEARING IMPAIRMENTS SHALL BE PROVIDED AT THE ASSEMBLY ROOM PER 2001 CBC SECTION 1104B.2. 11) IN ACCORDANCE WITH 2001 CBC SECTION 11228.4, ALL KITCHEN WORK SURFACES SHALL BE AT A HEIGHT OF BETWEEN 28" AND 34' ABOVE FINISHED FLOOR (FF) AND HAVE A MINIMUM LENGTH OF 36".. 12) DOMESTIC RANGE SHALL BE A STANDARD DOMESTIC UNIT THAT IS COMPATIBLE WITH A TYPE 2 DOMESTIC HOOD. TYPE 2 HOOD AS DEFINED IN 2001 CMC SECTION 502.0 SHALL BE INSTALLED ACCORDING TO THE RANGE MANUFACTURER AND HOOD. 2 MANUFACTURER REQUIREMENTS. WHERE CONFLICTS OCCUR BETWEEN THE TWO MANUFACTURERS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. rR2 Ql� \V BALLOON FRAME EXTERIOR WALL TO THE BOTTOM CHORD 3068 DOOR H AN WaPRIMER, (9 O I DOMESTIC RANGE (12kW MAX) WITH TYPE 2 DOMESTIC HOOD (SEE NOTE 12) 0 REF FLOOR DRAIN,O TRAP, AND TRAP TYP (SEE SHEET 2) RESTROOM Z 60" W (MIN) r I VA\ N/ j 6'- 4'-4" OF VAULTED GABLE 3:71 (MIN) END TRUSS AT THE NORTH ELEVATION. CEILING LINE 3068 ASSEMBLY ROOM 8' PLATE HT. DOOR VAULTED CLG i FLATCLG 0 8 C) R2'� 6 3' VAULTED CLGI STORAGE I VA\ 6' 2" NC/ ATTIC ACCESS---, ---------- 34' --4'-3z" i i 3068 DOOR V- 21'- 30 (MIN) 30 4 - 25' MAX (O.C.) RESTROOM 1 (TYP) --------------- 60" CL (MIN) *A ...... _6 Pw� c' 2 PROVIDE SIGN THAT r SPECIFIES THAT THE MAXIMUM OCCUPANCY IS A 4040 65 PERSONS, PER 2001 CBC SECTION 1007.2.6. SLIDER ---------- /A\ 2-3068 DOORS NOTE "P" ON SHEET 7 I AR1 -'r 11 FLOOR PLAN BUTTF- COUN't'Af 16 %Jt 't Bu LOING r""'V'bl ED p- APVI % - m 6- 6. CH, No. C65371 cr Exp. 09/07 1p CIVI\- OF CAO ROOF FRAMING NOTES: 1) TRUSS LAYOUT SHOWN IS FOR REFERENCE ONLY. REFER TO TRUSS ENGINEERING FOR INSTALLATION, HARDWARE, AND SPACING REQUIREMENTS 2) ALLOWABLE SOIL BEARING VALUE OF 1,500 PSF IS ASSUMED IN THE DESIGN OF FOOTING UNLESS NOTED OTHERWISE. 3) ROOF SHEATHING SHALL BE �" OSB OR EQUIVALENT NAILED WITH SD NAILS AT 6":12" OUTLOOKERS ®48 (EN:FN). O.C. SEE MANUFACTURER'S 4) ROOFING MATERIAL TO BE 26 GA. "CLASSIC TRUSS CALCULATII RIB", OVER 30# ROOFING FELT. 5) SEE TRUSS CALCS. FOR LOCATION OF FUTURE ATTIC FURNACE. FUTURE AC UNIT LOCATED AT THE NORTHWEST CORNER OF THE STRUCTURE (SEE FLOOR PLAN) ROOF VENTILATION: PRE—ENGINEERE TRUSSES AT 24 A) ROOF VENTILATION SHALL CONSIST OF 1 SF OF VENTILATION FOR EVERY 300 PER MANUFACTL SF OF ATTIC SPACE. ONE HALF OF THE VENT AREA SHALL BE INTAKE, AND REQUIRMENTS THE OTHER HALF SHALL BE EXHAUST: • ATTIC VENT AREA REQ'd = (1344 SF/300 SF) = 4.48 SF • QTY EAVE INTAKE VENTS = (323 in2/(78 in2/VENT)) = 4 VENTS • QTY LOUVERED VENTS = (323 in2/(90 in2/VENT)) = 3.59 VENTS B) INSTALL EAVE VENTS AT THE RATE OF 1 EVERY 4TH TRUSS BAY ALONG THE EAST AND WEST ELEVATIONS. C) INSTALL 2 12"X18" LOMANCO SERIES 100 GABLE VENTS AT THE NORTH AND SOUTH GABLE END ELEVATIONS (4 GABLE VENTS TOTAL). �" OSB NAILED BD NAILS AT 6": (EN:FN) ROOF PLAN ;i" : 1, LWMA 41 ELECTRICAL LEGEND MA0k 200/2 SYMBOL DESCRIPTION ASPS HIGH EFFICACY LIGHT (4 BULBS PER FIXTURE) ( (A1 ) OCEILING 10OW INCANDESCENT LIGHT (B1 ) CIRWIT 120W HIGH EFFICACY WALL LIGHTS (C1 ) FEXITI LIGHTED EXIT SIGNS C $ SINGLE POLE SWITCH $3 3—WAY SWITCH AWN BREAKER CEILING/FLOOR RECEPTACLE 200/2 Q 110V RECEPTACLE LIGHTS wFp WEATERH PROOF RECEPTACLE AWN 8REAKER PGFCI GROUND FAULT INTERUPT CIRCUIT P220V I 220V RECEPTACLE ® ELECTRICAL SERVICE PANEL 5 ELECTRICAL NOTES: 1) CONSTRUCTION SHALL CONFORM TO THE REOUIREMENTS OF THE 2005 CEC. 2) PROVIDE LIFER OR OTHER APPROVED GROUND PER CEC 250. 3) PROVIDE GFI PROTECTION FOR ALL 120 VOLTS, 15A & 20A RECEPTICLES. (E) POWER POLE W/ PANELBOARD AND METER (APPROX. 15' FROI BUILDING, 25' MAX FUTURE HVAC DISCONNECT PANEL & 30A BREAKER - 2" SCHED 40 NM - RIGID CONDUfT W/ - - - 3 EA 2/0 THNN CONDUCTORS PROVIDE LIGHTED EXIT SIGNS PER CBCWATER HEATER CLOSET � 200A SECTION 1003.2..9. ELECTRICAL PANEL 'A' i \ (VGFCI ©"'GFCI V GFCIV GFCI;; `y -----------------------------O GFCI f MI i GFCCII I RESTROOM ASSEMBLY - ROOM FCI ATTIC ACCESS, INTALL� O RECEPRCLE AND LIGHT - IN ATTIC AREA CIRCUIT NUMBER, TYP (SEE PANEL W SCHEDULE) --------------- PANEL 'A' SCHEDULE MA0k 200/2 VOLTS: 120/240 V. I PHASE, 3 -WIRE ASPS AUPS OESG✓1PTION BREAKER CIRWIT PHASE GRC10T BTEAKER OESDMYnON A C A C AWN BREAKER 200/2 1 A 2 15 15 LIGHTS C 4 15 15 UGHTS AWN 8REAKER 3 RECEPTACLES 20 20 5 A 8 20 20 KITCHEN RECEPTACLES RECEPTACLES 20 20 7 C 8 20 20 KITCHEN RECEPTACLES RANGE 10/2 9 A jZ >D WATER HEATER C "TURE ELECTRICAL OPTION) HVAC (MURQ 30/2 13 A 15 C PROVIDE LIGHTED EXIT SIGNS PER CBC SECTION 1003.2.9. ELECTRICAL PLAN 4„ . 1 WP GFCI )GFCI STORAGE -------- RESTROOM BUT 4• COWUY VT) 4 a 09—YE ., dNG"' DTVI I®N Prmor% x^7 11 DBL 2X TOP PLATE J" CDX OR J" OSB PANEL NAILED W/ 8D NAILS AT 6":12" (EN:FN). MINIMUM 4X4 POST OR 2-2X4 POST STITCHED W/ 16D NAILS AT 12" O.C. HTT16 HOLD-DOWN WITH SSTB16 ANCHOR FOR MONOLITHIC PLACEMENT, SSTB20 FOR SEPARATE SLAB/FOOTING PLACEMENT PT SILL PLATE 2-2"X10 ANCHOR BOLTS 1-#4 BAR AT TOP AND BOTTOM p2 ALTERNATE BRACED WALL PANEL O NO SCALE p1 BRACED WALL PANEL O NO SCALE rLAi r E" CDX OR J" OSB 'ANEL NAILED W/ 3D NAILS AT 6":12" EN:FN). ' MINIMUM >X4 END POST 'T SILL PLATE -2"X10 ANCHOR BOLTS -#4 BAR AT TOP UID BOTTOM F2 INTERIOR FOOTING - SHEAR TRANSFER TOP PLATE SPLICE W/ 2-16D 8-16D NAILS ON BOTH COMMON OR BOX NAILS ON SIDES OF WALL BOTH SIDES OF BUTT SPLICES INTERSECTIONS IN LOWER TOP PLATE ' (MINI / 2X STUDS ® ROFESS/� WALL INTERSECTION 16D COMMON OR BOX NAILS 16" O.C. CH ql ® 16" O.C. NOTE: TOP PLATE SPLICE NAILING, SHOWN ABOVE IS REQUIRED AT ALL EXTERIOR WALLS (DIAPHRAGM BOUNDARIES) AND OVER ENTIRE O. C6 LENGTH OF ANY WALL CONTAINING A SHEAR WALL. � nExp. 09/07 D14 STANDARD TOP PLATE SPLICE - WALL INTERSECTION NO SCALE �T4p ClVI\_ R�\P F OF CA1.1E0 _ -O Z ''N� DETAILS 1 ED �L®'��� ' E15--02707 062-710-008 APPROVED BERRY CREEK COMMUNITY CHURCH MULTI-PURPOSE BUILDING °OpOf " B07-1778 1461 Bald Rock Road 6 OF 7 Berry Creek, CA 95916 �X STUDS ® 16" OC �/ COX OR J" OSB ABs PER NOTE 4 ON FOUNDATION PLAN NAILED AT 6":12" r I PT SILL 4" CONCRETE SLAB W/ - _- 2x6 BARGE RAFTER �_ 6x6 - 10/10 W.W.F. V - TRUSS 2% 9 . 2X4 OUTRIGGER @48" 2' CDX OR " OSB �� '• = ' ' ' 2" SAND OR "WHEN A VAPOR BARRIER IS O.C. LET IN TO TRUSS NAILED AT 6":12" 1 Y GRAVEL SPECIFIED ON FOUNDATION PLAN, 2" (EN:FN) SAND SHALL BE PROVIDED AND 2X4 LATERAL BRACING AT 45'-60' PLACED OVER 6 MIL VAPOR BARRIER, PER TRUSS CALCULATIONS W/ EN TO 2X SOLID I�12"--I OVER 2" GRAVEL, 3-16D NAILS AT EACH END BLOCKING 1-#4 AT TOP AND OVER UNDISTURBED GROUND Q BOTTOM (CONTINUOUS) FN BOTTOM CHORD OF TRUSS TO 2x4 NAILER AS SPECIFIED IN BRACED I F1 EXTERIOR FOOTING - SHEAR TRANSFER WALL/SHEAR WALL SCHEDULE 2x4 NAILER FACE NAILED TO DBL TOP 1-H2.5 OR H1 CLIP AT EACH END. OF EACH TRUSS OR •V PLATE PER BRACED WALL/SHEAR EN BRACED 1-A35 ANGLE CLIP AT EACH 3/4:1' PLYWOOD JOINT SCHEDULE WALL/SHEAR PANELS EAVE BLOCK. DBL 2X TOP PLATE DBL 2X TOP PLATE 2X #2 DF -L STUDS 0 16" OC X STUDS @ 16" OC BRACED WALL/SHEAR 2X #2 DF -L STUDS ® 16" OC BRACED WALL PANEL / ABs PER NOTE 4 ON FOUNDATION PLAN OR SHEAR PANEL PANEL NAILED PER SCHEDULE PER SCHEDULE i PT SILL 4" CONCRETE SLAB W/ // 6x6 - 10/10 W.W.F. R2 SHEAR TRANSFER - GABLE END WALL R1 SHEAR TRANSFER - EAVES OVER EXTERIOR WALLS H- ` '" ''~' `. ?w- 2" SAND OR "WHEN A VAPOR BARRIER IS NO SCALE No SCALE GRAVEL SPECIFIED ON FOUNDATION PLAN, 2" 1 " SAND SHALL BE PROVIDED AND PLACED OVER 6 MIL VAPOR BARRIER, OVER 2" GRAVEL, --12°--I 1-#4 AT TOP AND OVER UNDISTURBED GROUND BOTTOM (CONTINUOUS) DBL 2X TOP PLATE J" CDX OR J" OSB PANEL NAILED W/ 8D NAILS AT 6":12" (EN:FN). MINIMUM 4X4 POST OR 2-2X4 POST STITCHED W/ 16D NAILS AT 12" O.C. HTT16 HOLD-DOWN WITH SSTB16 ANCHOR FOR MONOLITHIC PLACEMENT, SSTB20 FOR SEPARATE SLAB/FOOTING PLACEMENT PT SILL PLATE 2-2"X10 ANCHOR BOLTS 1-#4 BAR AT TOP AND BOTTOM p2 ALTERNATE BRACED WALL PANEL O NO SCALE p1 BRACED WALL PANEL O NO SCALE rLAi r E" CDX OR J" OSB 'ANEL NAILED W/ 3D NAILS AT 6":12" EN:FN). ' MINIMUM >X4 END POST 'T SILL PLATE -2"X10 ANCHOR BOLTS -#4 BAR AT TOP UID BOTTOM F2 INTERIOR FOOTING - SHEAR TRANSFER TOP PLATE SPLICE W/ 2-16D 8-16D NAILS ON BOTH COMMON OR BOX NAILS ON SIDES OF WALL BOTH SIDES OF BUTT SPLICES INTERSECTIONS IN LOWER TOP PLATE ' (MINI / 2X STUDS ® ROFESS/� WALL INTERSECTION 16D COMMON OR BOX NAILS 16" O.C. CH ql ® 16" O.C. NOTE: TOP PLATE SPLICE NAILING, SHOWN ABOVE IS REQUIRED AT ALL EXTERIOR WALLS (DIAPHRAGM BOUNDARIES) AND OVER ENTIRE O. C6 LENGTH OF ANY WALL CONTAINING A SHEAR WALL. � nExp. 09/07 D14 STANDARD TOP PLATE SPLICE - WALL INTERSECTION NO SCALE �T4p ClVI\_ R�\P F OF CA1.1E0 _ -O Z ''N� DETAILS 1 ED �L®'��� ' E15--02707 062-710-008 APPROVED BERRY CREEK COMMUNITY CHURCH MULTI-PURPOSE BUILDING °OpOf " B07-1778 1461 Bald Rock Road 6 OF 7 Berry Creek, CA 95916 BUILDING ACCESSIBILITY NOTES A) NO DEADBOLTS, NEITHER KEYED NOR THUMBTURNED WILL BE ALLOWED AT EXIT DOORS. 8) PANIC HARDWARE SHALL BE PROVIDED AT ALL EXIT DOORS. A KEY -LOCKING DEVICE AT EXIT DOORS MAY BE USED IN LIEU OF PANIC HARDWARE PROVIDED THERE IS A READILY - VISIBLE DURABLE SIGN ADJACENT TO THE DOORWAY STATING, 'THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS," SIGN FEATURES SHALL CONFORM TO THE REQUIREMENTS OF CBC SECTION 1007.2.5. C) LEVEL AREA: A LEVEL AND CLEAR AREA FOR A MINIMUM DEPTH OF 60 INCHES IN THE DIRECTION OF THE DOOR SWING AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION, AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48 INCHES AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. D) THE FLOOR OR LANDING SHALL NOT BE MORE THAN ONE HALF INCHES LOWER THAN THE THRESHOLD OR THE DOORWAY. E) CHANGE IN LEVEL BETWEEN ONE QUARTER INCHES AND ONE HALF INCHES SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 SLOPE. CHANGE IN LEVEL GREATER THAN ONE HALF INCHES SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. F) CONSTRUCTION: THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24 INCHES PAST THE STRIKE EDGE FOR EXTERIOR DOORS. G) TYPE OF LOCK OR LATCH: EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, THUMBTURN, OR ANY SPECIAL KNOWLEDGE OR EFFORT (LEVER HANDLES). H) ON THE DOORWAY LEADING TO THE UNISEX SANITARY FACILITY, THE INTERNATIONAL SYMBOL OF ACCESSIDUTY SHALL BE TOGETHER WITH A 12" DIAMETER CIRCLE, J" THICK, AND A TRIANGLE INSCRIBED AND SUPERIMPOSED ON THE CIRCLE. I) SINGLE -ACCOMMODATION TOILET FACILITIES: THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30 INCHES WIDE BY 48 INCHES LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. THE WATER CLOSET SHALL BE LOCATED IN A SPACE WHICH PROVIDES A 28 INCH WIDE CLEAR SPACE FROM A FIXTURE OR A 32 INCH WIDE CLEAR SPACE FROM A WALL AT ONE SIDE AND 48 INCHES OF CLEAR SPACE IN FRONT OF THE WATER CLOSET. WATER CLOSETS SHALL BE MOUNTED 18 INCHES TO CENTERUNE OF THE FIXTURE FROM THE WALL. THERE SHALL BE A MINIMUM OF 60 INCHES DIAMETER CLEAR FLOOR SPACE IN FRONT OF THE WATER CLOSET. J) WATER CLOSETS: THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF THE TOILET SEAT. CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS, NO MORE THAN 44 INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LB. K) LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED WITH A MINIMUM DISTANCE OF 18 INCHES TO THE CENTER UNE OF THE FIXTURE. ALL LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND WITH A CLEARANCE OF A LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM 30 INCHES IN WIDTH AND 8 INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A NIMIMUM OF 9 INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. L) HOT & COLD WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. M) FAUCET CONTROLS AND OPERRATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LB. N) TWO ACCESSIBLE PARKING STALLS SHALL BE PROVIDED ACCORDING TO CBC FIGURE 116-18A "DOUBLE PARKING STALLS", AND ONE VAN ACCESSIBLE STALL SHALL BE PROVIDED ACCORDING TO FIGURE 118-18B "SINGLE PARKING STALLS" (SEE MASTER SITE PLAN). PARKING SIGNAGE AT ALL THREE ACCESSIBLE PARKING STALLS SHALL CONFORM TO THE REQUIREMENTS OF THE 2001 CBC SECTION 1129B.5. 0) GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES OF TRAVEL, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS SHALL BE STABLE, FIRM, AND SLIP -RESISTANT PER 2001 CBC SECTION 11248.1. P) EXIT DOORS SHALL SWING IN THE DIRECTION OF THE PATH OF EXIT TRAVEL PER 2001 CBC SECTION 1003.3.1.5. Q) THE MAXIMUM EFFORT TO OPERATE ACCESSIBLE INTERIOR AND EXTERIOR DOORS SHALL NOT EXCEED 5 POUNDS OF PRESSURE PER 2001 CBC SECTION 11338.2.5. R) LATCHING AND LOCKING DOORS THAT ARE HAND -ACTIVATED AND WHICH ARE IN A -PAIN OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE PER 2001 CBC SECTION 11338.2.5.2. CENTERLINE OF DOOR PERMANENT \ I RESTROOM SIGN ` CENTERUNE OF SIGN(S) i DOOR KICKPLATE ON PUSH SIDE OF ALL DOORS WHITE BORDER WHITE PICTOGRAM RAISED ( MIN) CK 1"I WHITE BLUE RESTROOM RAISED (' MIN) 1" WHITE LETTERS MEN WOMEN 12" DIAMETER (TYP) GRADE 2 BRAILLE 1 PERMANENT RESTROOM SIGN 2 UNISEX RESTROOM SIGN NO SCALE NO SCALE FF / 1 / MIRROR 3 SIGN LOCATION NO SCALE 5 LB MAXIMUM VALVE PAPER TOWEL 36" ACTIVATING FORCE DISPENSER DOUBLE -ROIL TOILET / TISSUE DISPENSER SEAT COVER DISPENSER FLUSH VALVE TO - OPERATE ON WIDE SIDE OF TOILET SPACE. MAX SOAP DISPENSER - 5 LB ACTIVATING FORCE ? RIM TO PROJECT A MINIMUM OF 14" ELECTRICAL w FROM WALL---- RECEPTACLES z 12° (MAX) x i 11 Z 0 _ �o T z � CD wCD CT � � � 48' DEEP X 30" WIDE m CD FRONT APPROACH AREA `---- N co o W-19" FF, TYP 00 �� (MAX) WATER CLOSET URINAL 8" (MIN 17" (MIN) FIXTURES SINK 4 RESTROOM PLUMBING FIXTURES AND ACCESSORIES NO SCALE STRUCTURAL CONCEALED BACKING ft GRAB BAR NOTES: 1. IF TANK TYPE TOILET IS USED, TOP ?,of SS�O OF REAR BAR MAY BE SET TO 36" �� C 12" MAX ABOVE FF. SIDE BAR TO REMAIN AS SHOWN. '4 MIN 2. GRAB BARS TO BE 1j" TO 1}" No. C65371 I TOP OF BAR 33" 36 MIN i i DIAMETER WITH CLEAR SPACE OF ��T w ABOVE FF (MAX) i i 1}" TO SMOOTH SURFACE. �°o g p % --'--- - J l �`�UV -k Exp. �� $NG 3 � & �N� HT1 , CIVIL Eo��\P OF CAL\ II AVED FRONT OF it WATER CLOSET l DETAILS 2 - 24" MIN ; w+F AS NOTED "'"° 062-710-008 """ EMI -- REAR BAR SIDE BAR`�� BERRY CREEK COMMUNITY CHURCH MULTI-PURPOSE BUILDING STEEL GRAB BAR607-1778 NO SCALE 1461 Bald Rock Road �°RA"" 7 I.7 IIIIIIIII....... . ... 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